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HomeMy WebLinkAbout2024-12-18 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 December 18, 2024 PLA N N IN G C O MMISSIO N T EN TAT IVE A G EN D A 7:00 P M 1.Call to Order 2.Approve Agenda 3.Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a commissioner or citizen requests to have any item separately considered. It will then be moved to the land use/action items for consideration. A.Approve Minutes of November 20, 2024 Regular Meeting B.Approve Revision of the 2025 Planning Commission Regular Meeting Schedule 4.Public Hearings 5.Land Use / Action Items A.Apple Valley High School Activity C enter Addition Site Plan and Building Permit Authorization C onsider Site Plan/Building Permit Authorization to Allow for C onstruction of an 86,621 sq. ft. Activity C enter Addition to the Existing Apple Valley High School. LO C AT IO N:14450 Hayes Road PET IT IO N ER: ISD 196 B.Eastview High School Activity C enter Addition Site Plan and Building Permit Authorization C onsider Site Plan/Building Permit Authorization to Allow for C onstruction of an 84,700 sq. ft. Activity C enter Addition to the Existing Eastview High School. LO C AT IO N: 6200 - 140th Street West PET IT IO N ER: ISD 196 C.Redwood Park Site Plan and Building Permit Authorization C onsider Site Plan/Building Permit Authorization for a Redwood Park Master Plan. LO C AT IO N: 311 - 150th Street West PET IT IO N ER: C ity of Apple Valley 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, J anuary 15, 2025 - 7:00 p.m. Planning Commission - Wednesday, February 5, 2025 - 7:00 p.m. C ity Council - T hursday, December 26, 2024 - 7:00 p.m. C ity Council - T hursday, J anuary 9, 2025 - 7:00 p.m. 7.Adjourn Regular meetings are broadcast, live, on C harter C ommunications C able C hannel 180 and on the C ity's website at www.applevalleymn.gov I T E M: 3.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 18, 2024 S E C T I O N:Consent A genda Description: A pprove Minutes of November 20, 2024 Regular Meeting S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve minutes of the regular meeting of November 20, 2024. S UM M ARY: T he minutes of the regular Planning Commission meeting is attached for your review and approval. B AC K G RO UND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Minutes CITY OF APPLE VALLEY PLANNING COMMISSION MINUTES November 20, 2024 1. CALL TO ORDER The City of Apple Valley Planning Commission Meeting was called to order by Chair Kurtz at 7:00 p.m. Members Present: Jodi Kurtz, Paul Scanlan, Becky Sandahl, Jeff Prewitt, and Douglas Hlas Member(s) Absent: David Schindler, Phil Mahowald City staff members attending: Community Development Director Tim Benetti, City Planner Alex Sharpe, Assistant City Engineer Evan Acosta, City Attorney Sharon Hills, and Department Assistant Breanna Vincent. 2. APPROVAL OF AGENDA Chair Kurtz asked if there were any changes to the agenda. – None. MOTION: Commissioner Scanlan moved, seconded by Commissioner Sandahl, approving the agenda. Roll call vote: Ayes - 5 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of November 6, 2024 MOTION: Commissioner Scanlan moved, seconded by Commissioner Sandahl, approving the minutes of November 6, 2024. Roll call vote: Ayes - 5 – Nays – 0. 4. PUBLIC HEARING None 5. LAND USE None 6. OTHER BUSINESS A. McDonald’s Sketch Plan Review City Planner Sharpe gave a brief presentation. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 20, 2024 Page 2 of 5 Chair Kurtz asked what the variance was for on the Popeye’s and Chick-fil-a sites. City Planner Sharpe stated that it was for the distance from residential. Chair Kurtz asked if the drive-through on the McDonald’s site will be open 24 hours. Commissioner Prewitt asked if there were other mitigation measures such as the sound barrier at Chick-fil-a, that could be used on this site to lessen any impacts to residential areas from the drive-through. City Planner Sharpe stated there are no mitigation measures and deferred to the City Attorney on whether the City has the legal authority to limit drive-through hours. City Attorney Hills stated that these issues can be addressed once a formal application is brought forward. Commissioner Scanlan advised having a more balanced four-sided design on the building, mainly in the drive-through area. Commissioner Scanlan asked for clarification on the flow of traffic on the proposed site. City Planner Sharpe shared that traffic will enter the site through the shared driveway to the north and would pull into one of two drive-through lanes. There is an escape lane around the building and addition spots at the end of the drive-through for orders needing additional time. The applicant is sufficient on parking spaces for the site. Staff is seeking sidewalk connections to Pilot Knob, though the applicant is concerned that the grading will be difficult. Staff will review once a formal application is submitted. Trash enclosures are located on the east side of the site. Commissioner Scanlan asked about stacking in the drive-through. City Planner Sharpe said that stacking is determined in Code from the pick-up window. There is substantial room for stacking before reaching City streets. Commissioner Scanlan commented that if there is significant stacking it appears the cars would block ingress/egress within the site and could be an issue for emergency services. City Planner Sharpe stated that staff has discussed this with the fire department and believe they would be able to use the escape lane that goes around the building and bypass any drive-through traffic. Commissioner Scanlan shared concerns regarding the subdivision of the lot and the parcel to the north sitting vacant for an extended period due to the smaller size. As for the CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 20, 2024 Page 3 of 5 variance, Commissioner Scanlan asked if there are better ventilation systems or options above a standard system that could provide greater mitigation to the residential zone. City Planner Sharpe deferred to the applicant on this consideration. Commissioner Scanlan voiced concern over the zoning and whether this use is appropriate with what has been previously discussed for the site. City Planner Sharpe stated that the guiding does note Mixed Business Campus (MBC) and states that a retail component could be present at this location, otherwise Chafin Vet to the west of the site would not be consistent with the Comprehensive Plan. The site could be zoned either Retail Business or Limited Business. Commissioner Hlas stated that regarding the variance, Pilot Knob Road could provide a noise barrier to the residential zone. Commissioner Hlas asked if there could be an additional access off 155th Street. City Planner Sharpe deferred to the Assistant City Engineer regarding access spacing. Assistant City Engineer Acosta advised that access spacing was reviewed with the applicant and staff is not comfortable with any additional accesses to 155th. Access spacing would be well outside of this site. Commissioner Hlas mentioned that there may be some difficulty for the public to access the site and that signage will be very important. City Planner Sharpe said that is why the signage is proposed to the southwest corner of the site on 155th Street instead of off Pilot Knob Road. Commissioner Prewitt asked who would maintain the vacant northern parcel once the lot is subdivided and concurred with Commissioner Scanlan regarding difficulty in finding a user for the smaller site. City Planner Sharpe stated it would become a Code Enforcement issue, and the applicant would need to consider maintenance of the site as it sits vacant. There would need to be enough of a barrier established to prevent erosion. Commissioner Sandahl saw no issue with the Retail Business zoning or the access to the site. Commissioner Sandahl advised it would be helpful to know what types of users could potentially use the smaller site to the north. Commissioner Sandahl asked for clarification on the reasons for approving the variances for Popeyes and Chick-fil-a, and whether those reasons are different in this case. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 20, 2024 Page 4 of 5 City Planner Sharpe stated that Popeyes came in well after the residential area was established but the Arby’s next to it was established before the residential. The primary reason for the Chick-fil-a variance was due Cedar Avenue being between them, as well as the stormwater pond and sound barrier wall being in place. The primary reason for Popeyes was due to Arby’s being closer to the residential zone and Popeyes was utilizing an outlot that had not been filled in the last 30-40 years. Chair Kurtz opined that the only concern would be the variance, and the hours of operation in the drive-through would largely influence that. Commissioner Scanlan asked if the main considerations with the variance would be noise, smell, and light. City Planner Sharpe stated that the performance standards state a 1,000’ setback but does not specifically state why. Those reasons have previously been used as considerations in other applications. Commissioner Scanlan said his main concern is with the cooking smells. The applicants, Eli Sankey (Kimley-Horn) and Robert Yagusesky (McDonald’s USA), provided a brief presentation. Commissioner Scanlan asked if the applicants had any concerns with what has been discussed. Mr. Yagusesky stated that the kitchen hoods have grease filters that are routinely maintained, and the venting system is an up-draft that is meant to get it up into the air. It would be very unlikely that any smells could cross Pilot Knob and into the residential neighborhoods. B. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, December 4, 2024, 7:00 p.m. The next City Council meeting is Tuesday, November 26, 2024, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Sandahl moved, seconded by Commissioner Scanlan, to adjourn the meeting at 7:49 p.m. Roll call vote: Ayes – 5 – Nays – 0. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes November 20, 2024 Page 5 of 5 Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 12/18/2024 . Jodi Kurtz, Chair I T E M: 3.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 18, 2024 S E C T I O N:Consent A genda Description: A pprove Revision of the 2025 Planning Commission Regular Meeting S chedule S taff Contact: B reanna Vincent, Planning Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: Approve revision of the 2025 Planning C ommission regular meeting schedule, in accordance with adopted policy, on the first and third Wednesdays of each month. S UM M ARY: In accordance with current policy, following is the tentative schedule of regular meetings for the year of 2025. T he calendar includes application deadlines. B AC K G RO UND: Agenda packet preparation will take place on Fridays preceding regular Planning Commission meetings. Regular meetings will be held on the first and third Wednesday of each month. For many years the C ity has included two application deadlines, one for larger projects with public hearings, and a second, shorter review time for smaller projects. T he intent of this practice is to be business friendly, support residential variance applications, and keep building projects moving forward as the need for many variances are caught at the time of building permit. Staff is proposing to alter this practice by removing the shorter review deadline for 2025. Recent developments have been significant in nature, required multiple departments to review, and include items of potential concern for staff, the public, and the Planning Commission but have not required a public hearing and as such, been on the shorter review schedule. A short review includes a recent project for a site plan and building permit authorization for an 86,000+ sq. ft. building with multiple utility relocations has required staff to complete their review within 5 business days of receipt. T he well intentioned practice of moving projects along can result in a lack of proper staff review. For 2025, staff intends to monitor the applications closely to ensure the original intent of the shorter review schedule is met. If an application is non-controversial, small in nature, or procedural staff can determine that it can be placed on an agenda despite not meeting the longer schedule. Staff will report their findings to the Planning C ommission when creating the 2026 meeting calendar and applications deadline for their review. B UD G E T I M PAC T: N/A AT TAC HM E NT S : Calendar APPLE VALLEY PLANNING COMMISSION 2025 MEETING CALENDAR AND APPLICATION DEADLINES Meetings are held on the first and third Wednesdays of each month at 7:00 p.m. at the Apple Valley Municipal Center, 7100-147th Street West APPLICATION DEADLINE Wednesday, 9:00 a.m. MEETING DATE Wednesday, 7:00 p.m. December 18, 2024 January 8, 2025 January 22, 2025 February 5, 2025 February 19, 2025 March 5, 2025 March 19, 2025 April 9, 2025 April 23, 2025 May 7, 2025 May 21, 2025 June 4, 2025 June 18, 2025 July 9, 2025 July 23, 2025 August 6, 2025 August 20, 2025 September 3, 2025 September 17, 2025 October 8, 2025 October 22, 2025 November 5, 2025 November 19, 2025 January 15, 2025** February 5, 2025 February 19, 2025 March 5, 2025 Annual Mtg. March 19, 2025 April 2, 2025 April 16, 2025 May 7, 2025 May 21, 2025 June 4, 2025 June 18, 2025 July 2, 2025 July 16, 2025 August 6, 2025 August 20, 2025 September 3, 2025 September 17, 2025 October 1, 2025 October 15, 2025 November 5, 2025 November 19, 2025 December 3, 2025 December 17, 2025 ** Only one meeting this month. *Odd date due to holiday I T E M: 5.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 18, 2024 S E C T I O N:L and Use / Action I tems Description: A pple Valley High School Activity Center A ddition Site P lan and Building P ermit A uthorization S taff Contact: A lex Sharpe, A I C P, City Planner Department / Division: Community Development Department Applicant: Wold Architects on Behalf of I S D 196 P roject Number: P C-24-20B Applicant Date: 12/3/2024 60 Days: 2/4/2025 120 Days: 4/5/2025 AC T I O N RE Q UE S T E D: It is the policy of the Planning C ommission to not take action on an item the evening of its introduction. However, if the Planning C ommission concurs, and there is no public testimony, staff recommends the following action: Recommend approval of a 86,621 sq. ft. activity center addition for Apple Valley High School subject to conditions in the draft resolution. S UM M ARY: Independent School District 196 (ISD 196) has applied for a Site Plan and Building Permit Authorization to construct an 86,621 sq. ft. activity center at Apple Valley High School. T his proposed addition is part of the School Board referendum passed in May 2023. All ISD 196 high schools will be constructing this addition. Apple Valley High School is located at 14450 Hayes Road in the northwest portion of the community at the intersections of Hayes Road and 140th St. to the north and Hayes Road and 145th St. to the south. T he site is 75.6 acres and is the site of the high school, ball fields, a stadium and several other school operations amenities. Apple Valley High School was originally constructed in 1976 and has had multiple significant building additions since that time. Due to limited space availability on the site, the District is proposing to construct this new facility on the far northeast side of the school on land previously used for other purposes or into the grade of the hill. T he purpose of the activity center is for supplemental indoor gyms and courts. T here are no new classrooms being added, and the total student body count will not increase based on this addition. Due to the physical constraints of the property, this addition cannot be physically attached to the primary structure as past additions have. A 1,680 sq. ft. skyway will connect the two structures, essentially making them the same building. T he proposed activity center will require the removal of trees adjacent to residential homes neighboring the property. Due to the project's removal of trees and proximity to residential homes, ISD 196 held an open house on the evening of December 5, 2024 from 5:00-7:00 p.m. to ensure neighboring residents were informed of the project and the tree removals. All properties within 350' were notified. Staff attended this meeting to ensure that resident concerns could be expressed to the Planning C ommission. N o neighboring property owners attended the event. Other major site operations have not changed with this proposal. Site access is still from Hayes Road and parking counts have been increased from existing conditions. B AC K G RO UND: Zoning: T he property is zoned P (Institutional). In this zone, the required development standards for this addition are as follows: Setbacks Building setback along collector streets: 40' Parking setback: 20' Building setback adjacent to residential district: 20' Maximum Building Coverage: 20% Maximum Building Height (w/o C UP): 40' T he proposed addition is over 169' from the residential properties to the east. T he building coverage with the skyway and new addition would be approximately 10.3%. Building height varies significantly due to the building being constructed into the hill to the east. T he maximum building heights are proposed to be at the west and north ends of the building at 35' 6". A s the building is being built into the hill, the elevation of the east side facing the residential properties varies. T he minimum height at the south end of the addition is 21' 4", and then as the building extends north, it is proposed to be 34' 8". T he homes to the east of the proposed addition will not be able to view the addition from their property lines. T he crest of the hill remains above the top elevation of the proposed addition. Site P lan & P arking: T he site plan shows the 86,621 sq. ft. addition connecting via skyway to the northeast portion of the existing building. T he primary public entrance will be at ground level adjacent to the existing arena and will require entering a secured exterior courtyard. T he proposed addition will relocate or remove an existing long jump, tennis courts, and an athletics shed recently approved by the C ity. T he primary item of note in this area is a 48" public stormwater main that will require relocation for the project to proceed. T he long jump will be reconstructed between the existing building and the proposed addition. T he tennis courts are being relocated, and an additional court is being added east of the building near Hayes Road where existing courts were recently constructed. T he athletics shed recently approved by the C ity will be relocated farther south on the site and will still meet all setbacks and requirements. Vacation of the current easement over the public 48" stormwater main will be required as part of this project and will need to be completed prior to, or concurrently with, a Site Plan Authorization from the C ity Council. T he application to vacate this easement is pending, but City Engineering staff and the applicant have been working together to ensure that the proposed dedication of easements shown on the plans will meet C ity requirements and allow the C ity future access to maintain the public utility. T he Planning C ommission does not review vacation of public easement applications. T he C ity C ouncil must set the public hearing at a future Council date, notify all potential utility companies of the intent to vacate an existing easement, and once the hearing has been held, may vacate the public easement. Staff anticipates that this site plan and building permit authorization, easement vacation, and dedication of new easement will occur concurrently at a future council meeting. As noted previously, due to grades, the proposed building will connect with the existing structure via a 1,680 sq. ft. skyway. Doing so effectively makes the two buildings a single structure, which meets City Ordinance requiring one principal structure per site. An existing driveway on the north end of the site will be expanded to provide for fire access to the new activity center. T he parking lot to the north of the existing building will be expanded from the existing 55-stall non-compliant parking area into a 63-stall parking area with compliant 24' drive isles. T he interior drive to the proposed activity center will be evaluated by the Fire Marshal to ensure emergency vehicles are able to service the addition. T he zoning code requires that where two-way traffic occurs, a 24' wide drive aisle is required. T he design of the proposed drive aisle may shift slightly during the final review process. City Code does not provide a minimum parking count for schools. Since there will be no additional classrooms as part of the project, and the activity center will be serving the current student body, staff is comfortable with the proposed parking calculation provided by the applicant. Grading and Utilities: Due to the existing steep grades where the proposed addition will be located, the building will act as a retaining wall. An exit from the second story of the building will be located at grade on the east side of the structure, effectively burying a portion of the building into the existing hill. T he C ity Engineer has reviewed the grading and utility plans, and their comments are included in the attached memo. Issuance of a building permit, grading activity, or utility installation shall be contingent upon the review and approval of the final grading and utility plans by the C ity Engineer. Elev ations: T he proposed primary building materials are shown to be precast concrete, brick, and prefinished metal and aluminum. T he proposed brick and prefinished metal and aluminum are intended to match the existing school building materials. T he precast concrete is a material that is not found on the existing building. Corners of the building are emphasized with brick materials. Brick materials are emphasized on areas of the building adjacent to the public trail to the north, the ground floor building entrance, and the areas of the building closest to the adjacent residential homes. Chapter 155.346(B)(1) of C ity C ode states "All exterior vertical surfaces of residential, multiple residential, commercial, industrial and institutional structures of any type shall be treated as a f ront and have an equally attractive or same fascia." T he use of a precast concrete tip-up panel has typically been reserved for industrial projects. However, these panels have become more popular in other commercial development due to their ease of installation. T he patterns, textures, and finish of this product have grown in quality in recent years. Recent examples of where they have been installed and met City Ordinance requirements include Bodega 42, O pus (industrial property), and Floor and Decor. T his product requires close examination of the patterns and accent materials added to ensure that the final structure meets the aesthetic the C ity is attempting to achieve. In the instance of Apple Valley High School, the concrete precast panels are primarily visible on elevations which face the interior of the site, and the material is attempting to mimic the existing building materials. Staff will be working with the applicant to review the precast concrete panels for both schools to ensure they meet C ity standards. Tree P reserv ation: Due to the constrained nature of this site, 64 trees are proposed to be removed with this project, resulting in a total loss of 920 caliper inches of removal. Each tree is evaluated for their diameter and health. C ode requires that 10% of the caliper inches of significant trees be replaced. Significant trees are those that are of desirable species, are healthy, and exceed 8 caliper inches in size for a deciduous tree or 6 caliper inches for a coniferous tree. T he applicant is proposing to replace 37 trees, which meets the 10% of caliper inches required. T hese trees count toward the 2.5% means construction cost requirement for landscaping. Landscape P lan: T he landscaping requirements per C ity C ode require that institutional developments have a minimum landscaping cost of 2.5% of the estimated building construction cost based on Means C onstruction Data. School and institutional-type structures require additional construction costs in comparison to typical commercial structures due to State Building C ode requirements. T he inflated construction cost would dramatically increase the required landscaping cost. Staff will work with the applicant to produce a "construction cost" that is comparable to similar sized commercial buildings to ensure that the 2.5% landscaping cost is a reasonable amount and is not a cost-prohibitive code provision. T his practice has been done with T he Legends for their private art for public viewings, Fire Station No. 2, and Police Operations projects. T he activity centers are projected to have a means construction cost of over $27 million dollars with total cost to construct the buildings exceeding $30-$35 million dollars. T his would result in a landscape installation requirement of over $675,000 dollars. A s noted previously, staff has been working with applicant to ensure adequate landscaping is installed while ensuring that the code is not punitively cost-prohibitive. Governmental buildings, particularly those which house children, have seen increased design requirements that raise the construction cost considerably. C onsistent with past practice, staff has worked with the applicant to use a more consistent cost per square foot calculation and arrived at a landscape requirement of $373,000. By code, landscaping only includes trees and shrubs and does not include sod, grading, grass seed, or retaining walls. T he Planning C ommission and C ity C ouncil have approved staff interpretations for other decorative improvements or environmental items to substitute landscaping on sites with limited available land. T hese features have included decorative concrete features (art or fountains), irrigation, decorative items such as stamped concrete, and environmental features such as solar panels and EV car chargers or native prairie grass/seed. Apple Valley High School is a fully developed site, as is evidenced by the proposed location of the activity center being constructed into a hill. T he practicality of being able to install landscaping features to reach the $373,000 goal would result in tightly packed landscaping which would be difficult to maintain, does not meet best practices for tree spacing and would likely result in a less healthy landscaped area. T he applicant has prepared an exhibit which demonstrates the limited areas available to install landscaping either due to the land being used, utilities, grades or the requirement for access to other areas. Landscaping is being primarily proposed in areas where trees are being removed along the hillside and northwest of the existing building. Limited landscaping is also being added around a baseball diamond on the south side of the site. To supplement the landscape requirement IS D 196 has proposed the installation of the following features: • $90,000 worth of electric car chargers • Increased tree diameter planting size when adjacent to residential properties • Native prairie grass planting in-lieu of turf • Upgraded fencing and retraining wall screening ISD 196 has also committed to the installation of photovoltaic panel arrays (solar panels) on the roof of the activity center. T hese features are not currently in the budget for this project. T he City Council has previously approved utilizing landscape funds for site preparation to allow the future installation of electric car chargers and solar panels. As part of this project, the roof of the activity center will require extensive structural reinforcement to support the added weight of the solar panels. Staff has stated that adding the cost for this increased structural enforcement is consistent with past practices that the Planning C ommission and City Council have supported and will seek guidance from the C ommission and C ouncil for this proposal. T he installation of solar panels would not typically require Planning Commission review or approval, but staff can ensure the Commission is made aware of this anticipated future project. T hough not part of landscaping, staff has evaluated whether the addition of solar panels to the roof of the activity center could cause additional visual impact to the surrounding properties. Most of the adjacent homes ground floors are lower than the crest of the hill which sits near the shared property line of the school and homes. T his means the hill will be higher than the base home elevations, blocking much of the view of any solar panels from the back yard. T he second story of homes oriented towards the activity center may have the ability to see the solar panels. However, the activity center is 107' from the nearest rear property line, the area is heavily wooded with deciduous trees and the landscape plan is proposing a series of conifer trees to allow for year-round screening once established. B UD G E T I M PAC T: T his project is on a previously platted site and will not require park dedication or trunk sewer fees. AT TAC HM E NT S : Area Map Z oning Map Plan S et Plan S et Elevations Elevations Elevations Memo Memo Memo Resolution HAYES RD 140TH ST W 145TH ST W 143RD ST W 144TH ST W GUTHRIE AVE UPPER 145TH ST W HANOVER LN 142ND ST W 1 4 1 S T C T W H E Y W O O D A V E GLENDA CT 1 4 1 S T S T W HERITAGE CT GUTHRIE WAY HERITAGE LN G U I L D A V E137TH ST W H I C K O R Y W A Y H E R A L D WAY UPPER GUTHRIE CT 140TH STREET CT 142ND ST W SITE Apple Valley High School14450 Hayes RoadZoned "P"Institutional ¯ ^ 0 200 400 Feet HAYES RD 140TH ST W 145TH ST W 143RD ST W 144TH ST W GUTHRIE AVE UPPER 145TH ST W HANOVER LN 142ND ST W 1 4 1 S T C T W H E Y W O O D A V E GLENDA CT 1 4 1 S T S T W HERITAGE CT GUTHRIE WAY HERITAGE LN G U I L D A V E137TH ST W H I C K O R Y W A Y H E R A L D WAY UPPER GUTHRIE CT 140TH STREET CT 142ND ST W P P M-3C R-5 R-5 R-3 R-5 R-3 R-5 R-3 R-3 R-3 R-3 M-4C M-3C M-3C M-3C M-8C SITE Apple Valley High School14450 Hayes RoadZoned "P"Institutional ¯ ^ 0 200 400 Feet HYD X S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S 4 8 ° 0 1 ' 0 9 " E 1 4 5 . 0 0 N64°5 8 ' 5 1 " E 2 0 0 . 0 0 N85°58'51"E 200.00 S 2 5 ° 0 1 ' 0 9 " E 2 1 3 . 7 0 S83°01'09"E 200.00 40 40 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 CA R R O L W O O D V I L L A G E S E C O N D A D D I T I O N CA R R O L W O O D V I L L A G E F O U R T WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 CA R R O L W O O D V I L L A G E T H I R D A D D I T I O N EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 PO N D I N G E A S E M E N T P E R D O C . N O . 8 1 2 7 9 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 99 3 . 0 3 10394 9862 9863 11965 TOP= INV= SMH 974.9 965.7 SE INV=962.9 N INV=962.2 S INV=969.9 SW TOP= INV= SMH 973.0 964.0 W INV=963.9 S TOP= INV= CB 976.0 972.1NE,W BOTTOM=971.3 TO P = IN V = CB 97 5 . 4 97 2 . 5 N , S W TOP= INV= CB 975.3 972.8 TOP= INV= SAN 1011.5 982.6 TOP= INV= SAN 996.4 981.6 TOP= INV= SMH 983.7 969.9 SE INV=970.7 N TOP= INV= SMH 978.0 971.7E INV=971.5S BOTTOM=971.4 STANDING WATER TO P = IN V = CB 97 6 . 0 97 1 . 1 S W ( 6 " H D P E ) IN V = 9 7 0 . 8 S W ( 1 2 " H D P E ) IN V = 9 7 0 . 6 N , S TOP= INV= SMH 976.5 970.8S,NE TOP= INV= SMH 976.0 970.7W INV=970.6ETOP= INV= SMH 975.5 970.8N,S,E TOP= INV= SAN 978.5 966.6 TOP= INV= SMH 976.0 970.1W INV=970.0N,S TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TOP= INV= CB 968.3 965.2 TOP= INV= CB 971.2 967.4 TOP= INV= CB 972.2 969.5 TO P = IN V = CB 97 1 . 8 96 7 . 9 N , S W TOP= INV= CB 973.7 961.0 S INV=961.1 N INV=964.3 SE INV=964.7 NW INV=967.8 NE TOP= INV= CB(BOLTED) 974.1 970.1 TO P = IN V = CB 97 3 . 4 96 9 . 7 N W IN V = 9 6 9 . 6 S TOP= INV= SMH 973.3 967.9 N(15" RCP) INV=964.9 SE INV=964.2 NW INV=963.8 SW INV=959.4 N TOP= INV= SMH 968.7 964.8S INV=958.6NW INV=958.5SE TOP= INV= SAN 972.6 963.3 TO P = IN V = SA N 97 7 . 3 95 9 . 4 TO P = IN V = SA N 97 5 . 4 95 8 . 8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 TOP= INV= CB 978.8 974.3 TOP= INV= SMH 979.4 974.1SW INV=970.8N INV=970.4E TOP= INV= SMH 976.0 966.4-W INV=965.9-N INV=965.4-E TOP= INV= CB 974.3 973.0-W INV=967.1-NW INV=967.0-S TOP=INV= CB 974.2 969.2-N INV=968.9-NE-SE TO P = IN V = CB 96 9 . 9 96 4 . 4 - W IN V = 9 6 4 . 5 - N IN V = 9 6 4 . 6 - S E TOP= INV= CB 969.3 965.4 TOP=INV= CB 968.6 965.2 TOP=INV= CB 970.0 959.0-N-S TOP=INV= CB 970.6 967.1 TO P = IN V = SM H 97 6 . 7 97 1 . 1 N W IN V = 9 7 1 . 0 N IN V = 9 6 5 . 9 N E IN V = 9 6 5 . 5 S W 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S EVERGREEN TREES T R E E S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E SG R A V E L G R A V E L G R A V E L TO P = IN V = CB 98 4 . 5 98 0 . 9 TO P = IN V = CB 98 4 . 6 98 0 . 6 S TO P = IN V = SM H 98 4 . 5 98 0 . 5 N W IN V = 9 7 8 . 1 S W IN V = 9 7 6 . 8 E 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 88.7 25 . 0 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 24.8 25.0 25 . 0 25.0 75 . 7 25.0 25 . 0 51.7 25 . 1 25 . 0 25.0 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONC G R A V E L TO P = IN V = SM H 98 4 . 9 98 0 . 5 N W IN V = 9 7 5 . 9 W IN V = 9 7 4 . 8 S TOP= INV= SMH 976.9 972.8 C O N C R E T E CONC CONC G R A V E L B I T U M I N O U S CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 20 FOOT CHAIN LINK FENCE 6 F O O T C H A I N L I N K FE N C E 6 FOOT CHAIN LINK FENCE G R A V E L CONC CONC B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S TENNIS C O U R T TENNIS C O U R T B I T U M I N O U S C O N C R E T E 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 24.2 58 . 1 24.2 58 . 1 APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A TOP= INV= SMH 975.5 964.4N,NE INV=961.2W INV=960.8S TOP= INV= CB 974.9 971.9S,SW TOP= INV= CB 972.7 969.2N,S TO P = IN V = CB 97 2 . 7 96 8 . 9 N IN V = 9 6 8 . 8 S TO P = IN V = CB 97 2 . 7 96 8 . 5 N IN V = 9 6 8 . 4 S TO P = IN V = CB 97 2 . 0 96 9 . 3 N , S TO P = IN V = CB 97 2 . 4 96 8 . 8 N IN V = 9 6 8 . 7 S B I T U M I N O U S CONC20 . 0 20 . 1 30.1 30.0 CONC CONC CONC CON C CON C R E T E BLEA C H E R S TOP= INV= CB 972.4 967.2S INV=966.7N TO P = IN V = CB 97 1 . 9 95 9 . 6 S CA N N O T M E A S U R E I N V N , W TOP=INV= CB 971.5 967.8W,SW INV=966.3E TOP=INV= CB 973.9 970.0W INV=968.9E 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 F O O T C H A I N LI N K F E N C E 10 FOOT CHAIN LINK FENCE 10 FOOT CHAIN LINK FENCE 10 FOOT CHAIN LINK FENCE 5 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENCE 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E UGC UGC UG C UG C UG C UG C UG C UG C FO L FO L FO L FO L FO L UG C UG C UG C UG C GASGASGAS GAS GAS GA S GASGASGAS GA S UGEUG E UGE UG E UG E UGE UGE UG E UG E UGE UGE UGE UGE UGE UG E UG E UG E UGE UGE UGE U G E TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L COL COL CONC CONCRET E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W W SAN S 50 50 50 50 W W W U G C 12 " R C P S A N S UG E W W W SAN S SAN S GENERATOR W 1 2 " R C P S T S GA R A G E CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L DU G O U T DUGOUT 50 50 W W W W GA R A G E GA R A G E CONC WO O D WA L L WO O D WA L L CO N C CO N C W W W W W UG E UG E UGE FO L FOLFOL CONC CONC CO N C CO N C CO N C CO N C CO N C CONCESSION BUILDING [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] W SA N S SAN S 12 " R C P S A N S 12 " R C P S A N S 12 " R C P S A N S W SI G N CONCRETE WALL DUGOUT DU G O U T CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S U G E B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S UGE UG E UGE UG E UG E UG E U G E WETLAND FLAGS (SEE GENERAL NOTE 2) TOP= INV= SMH 975.80 964.8 E INV=965.0 NW 191 9 2 19211 19229 BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD TOP= INV= SMH 985.0 971.2 S INV=971.4 N INV=974.4 NE INV=980.1 NW TOP= INV= CB 978.5 975.6 GAS GAS UG C UG C FOL FOL FO L U G C UG C UG C UG E UGE U G E UG E UG E UGE UGE UG E UGE UG E UG E UG E UG E UG E UG E UGE UGE UGE U G E UGE UG E UGCU G C UGCFOLFO L UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E UG E UG E UG E FO L UGE UG E CO N C TOP= INV= SMH 973.3 967.5 W INV=967.6 NE TOP= INV= SMH 973.3 965.5 NW INV=966.9 E INV=967.2 SE INV=967.6 NNW TOP= INV= SMH 973.4 967.9 W,SE TOP= INV= SMH 973.3 965.1 NW INV=967.1 E INV=967.2 N INV=967.3 SW TOP= INV= CB 973.4 968.6 TO P = IN V = CB 97 4 . 6 97 0 . 9 TOP= INV= CB 974.6 970.5 N,S TO P = IN V = CB 97 4 . 6 97 0 . 1 N E IN V = 9 7 0 . 3 S TOP= INV= CB 969.4 966.3 SW INV=966.4 SE TOP= INV= CB 969.5 967.0 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ON CONCRETE WALL 4 FT CHAIN LINK FENCE ON CONCRETE ALUMINUM SIDED GARAGE FO L FO L 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L L O T 1 L O T 1 L O T 1 L O T 1 B L O C K 1 B L O C K 1 B L O C K 1 B L O C K 1 10 1010 10 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS UGE RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK UGEUGE UGE UGE UGEUGE UGE DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN FO L EDGE OF MOWED GRASS EDGE OF MOWED GRASS SAFETY NETTING A R T I F I C I A L T U R F BI T U M I N O U S KEYSTONE WALL KEYSTONE WALL 8 FOOT CHAIN LINK FENCE ON CONC 8 F O O T C H A I N L I N K FE N C E O N C O N C CO N C CO N C RU B B E R S U R F A C E 8 FOOT CHAIN LINK FENCE ON CONC SA N D SA N D SA N D SA N D UGE CONCRETE CONCRETE CONCRETECONCRETE UGE CO N C W A L L CONCRETE UG E B I T U M I N O U S B I T U M I N O U S UG E S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 12 " R C P S T S 1 2 " R C P S T S 12 " P V C S T S 12 " R C P S T S 15 " R C P ST S 12" RC P S T S 12 " R C P ST S 15 " R C P ST S 15 " R C P ST S 12" RCP ST S 54 " R C P S T S 54 " R C P S T S 54 " R C P S T S 12" RCP S T S ABAND O N E D U N D E R C O N C ( P ) 4 8 " R C P S T S 15" HDPE ST S 30 " R C P S T S 30 " R C P S T S 20 " H D P E ST S 3 6 " R C P S T S 3 6 " R C P S T S 12 " R C P S T S ST S 24" RCP ST S 18 " R C P S T S 12" PVC S T S 6 " P V C S T S 12" RCPST S 12 " P V C ST S 30 " R C P S T S 21" RCP ST S 4 8 " R C P S T S 12" RCP ST S 8 " P V C S T S 12 " R C P ST S 18" RCPST S 21 " R C P S T S 8" PVC ST S 12 " H D P E S T S 12" HD P E ST S 12" HDPE ST S12" HDPEST S ST S 12 " R C P S T S 12 " H D P E ST S 12 " R C P ST S 54 " R C P S T S 4 8 " R C P S T S 48" RCP ST S 4 8 " R C P S T S A B A N D O N E D I N P L A C E INV=975.0 1 2 " P V C 12 " P V C 36 " R C P S T S 15"PVC 3-15"X30"RCPINVS=974.3 12"PV C S T S INV=959.1 S 12"PVC S T S 12"PVC S T S 12 " P V C S T S 12 " P V C S T S 1 2 " P V C S T S 12"PVC ST S 12 " P V C ST S 12"PERFORATED PVC ST S (P) INV=971.2 12 " R C P ST S 3-15"X30"RCPINVS=974.2 INV=966.2 INV=966.2 TOP OF WEIRWALL=972.1 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 N89°57'27"E 553.95 N89°57'27"E30.00 S0 ° 0 2 ' 3 3 " E 50 . 0 0 S 8 9 ° 5 7 ' 2 7 " W 3 0 . 0 0 N0°02'33"W50.00 PAD EASEMENT AREA PER DOC NO 880039 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S 12"PERFORATED PVC ST S 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6"DT (P) 6"DT (P) 6"DT (P) 12"PERFORATED PVC ST S (P) 50 . 3 30.3 50 . 3 30.3OD BE OD BE CO N C R E T E C O N C U G E CO (P) CO (P) STORM SEWER NOT SURVEYED - LINEWORK TAKEN FROM APRIL 2024 TENNIS COURT PLANS. X X X X X X X X X XXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX / / / / / / / / / ////////////////////// / / / / / / / / / / / / / / / ///////////////////////// / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / X X X X X X X X X X X X X X X X X X X REMOVE GRATE AND TOP ADJUSTING RINGS. CAP MANHOLE AND BURY. X X X X X X X X X X X X X X X X X X X DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R C0.01 REMOVAL PLAN - OVERALL ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX R1 P1 CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS REMOVALS KEY NOTE PROTECTION KEY NOTE PROPERTY LINE LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN. 3.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 4.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 5.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. 6.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. NOTES HYD X N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 40 40 AC A D E M Y V I L L A G E AC A D E M Y V I L L A G E 3 R D AD D I T I O N WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 DOC. NOS. 21177 & 41373 10394 9862 9863 TOP= INV= CB 976.0 972.1NE,W BOTTOM=971.3 TO P = IN V = CB 97 5 . 4 97 2 . 5 N , S W TOP= INV= CB 975.3 972.8 TOP= INV= SAN 996.4 981.6 TOP= INV= SMH 978.0 971.7E INV=971.5S BOTTOM=971.4 STANDING WATER TO P = IN V = CB 97 6 . 0 97 1 . 1 S W ( 6 " H D P E ) IN V = 9 7 0 . 8 S W ( 1 2 " H D P E ) IN V = 9 7 0 . 6 N , S TOP= INV= SMH 976.5 970.8S,NE TOP= INV= SMH 976.0 970.7W INV=970.6ETOP= INV= SMH 975.5 970.8N,S,E TOP= INV= SAN 978.5 966.6 TOP= INV= SMH 976.0 970.1W INV=970.0N,S TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 TOP= INV= CB 978.8 974.3 TOP= INV= SMH 979.4 974.1SW INV=970.8N INV=970.4E TOP= INV= SMH 976.0 966.4-W INV=965.9-N INV=965.4-E TOP= INV= CB 974.3 973.0-W INV=967.1-NW INV=967.0-S TOP=INV= CB 974.2 969.2-N INV=968.9-NE-SE TO P = IN V = SM H 97 6 . 7 97 1 . 1 N W IN V = 9 7 1 . 0 N IN V = 9 6 5 . 9 N E IN V = 9 6 5 . 5 S W 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S B I T U M I N O U S B I T U M I N O U S TOP= INV= SMH 984.2 978.7S INV=978.5NE TO P = IN V = CB 98 4 . 5 98 0 . 9 TO P = IN V = CB 98 4 . 6 98 0 . 6 S TO P = IN V = SM H 98 4 . 5 98 0 . 5 N W IN V = 9 7 8 . 1 S W IN V = 9 7 6 . 8 E 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 TO P = IN V = SM H 98 4 . 9 98 0 . 5 N W IN V = 9 7 5 . 9 W IN V = 9 7 4 . 8 S TOP= INV= SMH 976.9 972.8 B I T U M I N O U S CONCRETE B I T U M I N O U S APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 2 3 TOP= INV= SMH 975.5 964.4N,NE INV=961.2W INV=960.8S TOP= INV= CB 974.9 971.9S,SW UGC UGC UG C UG C UG C FO L FO L UG C UG C UG C GASGAS UGEUG E UGE UG E UG E UGE UGE UG E CONCRETE WALL CO L CONCRE T E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W 50 50 W WWU G C UG E W W W SAN S SAN S W SA N S 12 " R C P S A N S STA 3008 STA 3000 STA 3014 STA 3015 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E 191 9 2 19211 UG C UG C FOL FOL F O L UG C UG E UG E UG E UGE UGE UGE UGE UGE 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y L O T 1 B L O C K 1 10 10 C O N C R E T E B I T U M I N O U S B I T U M I N O U S ROCK UGEUGE UGE UGE UGEUGE FO L EDGE OF MOWED GRASS EDGE OF MOWED GRASS S89°50'16"E 518.57 30 " R C P S T S S T S 24" RCP ST S 18 " R C P S T S 12" PVC S T S 6 " P V C S T S 12" RCPST S 12 " P V C ST S 30 " R C P S T S 21" RCP ST S 12" RCP S T S 8 " P V C S T S 12 " R C P ST S 15" R C P ST S 18" RCPST S 21 " R C P S T S 8" PVC ST S 12 " H D P E S T S 12" HD P E ST S 12" HDPE ST S12" HDPE ST S ST S 12 " R C P S T S 12 " H D P E ST S 12 " R C P ST S 40 40 CO N C R E T E C O N C STORM SEWER NOT SURVEYED - LINEWORK TAKEN FROM APRIL 2024 TENNIS COURT PLANS. / / / / / / / / / / / / / / / / / / / ///////// //////// //////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X REMOVE GRATE AND TOP ADJUSTING RINGS. CAP MANHOLE AND BURY. X X X X X X X X X X X X X X X X X X X X X X X X X X X DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R C0.02 REMOVAL PLAN - WEST ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX R1 P1 CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS REMOVALS KEY NOTE PROTECTION KEY NOTE PROPERTY LINE LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C0.01, REMOVALS PLAN OVERALL, FOR REMOVALS NOTES. NOTES S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 10394 11965 TOP= INV= SMH 974.9 965.7 SE INV=962.9 N INV=962.2 S INV=969.9 SW TOP= INV= SMH 973.0 964.0 W INV=963.9 S TOP= INV= CB 972.2 969.5 TOP= INV= CB 973.7 961.0 S INV=961.1 N INV=964.3 SE INV=964.7 NW INV=967.8 NE TOP= INV= CB(BOLTED) 974.1 970.1 TO P = IN V = CB 97 3 . 4 96 9 . 7 N W IN V = 9 6 9 . 6 S TO P = IN V = SM H 97 6 . 7 97 1 . 1 N W IN V = 9 7 1 . 0 N IN V = 9 6 5 . 9 N E IN V = 9 6 5 . 5 S W EVERGREEN TREES B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 88.7 25 . 0 73.7 15 . 0 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 C O N C R E T E CONCRETE CONCRETE CONC B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S TENNIS C O U R T TENNIS C O U R T 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 24.2 58 . 1 24.2 58 . 1 OTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 22A TOP= INV= CB 972.7 969.2N,S TO P = IN V = CB 97 2 . 0 96 9 . 3 N , S 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 F O O T C H A I N LI N K F E N C E 10 FOOT CHAIN LINK FENCE 10 FOOT CHAIN LINK FENCE 10 FOOT CHAIN LINK FENCE 5 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE GASGAS GAS GA S UGEUG E UGE UG E UG E UG E UG E UGE UGE UGE TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L CONC CONCRE T E 50 W GENERATOR W 1 2 " R C P S T S GA R A G E CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S 50 W W W W GA R A G E GA R A G E CONC W SA N S W STA 3013 STA 3008 STA 3000 STA 3017 U G E TOP= INV= SMH 975.80 964.8 E INV=965.0 NW BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD GAS GAS UG C UG E UGE UG E UG E UG E UG E UG E UGE TOP= INV= SMH 973.4 967.9 W,SE TOP= INV= SMH 973.3 965.1 NW INV=967.1 E INV=967.2 N INV=967.3 SW TOP= INV= CB 973.4 968.6 TO P = IN V = CB 97 4 . 6 97 0 . 9 TOP= INV= CB 974.6 970.5 N,S TO P = IN V = CB 97 4 . 6 97 0 . 1 N E IN V = 9 7 0 . 3 S TOP= INV= CB 969.4 966.3 SW INV=966.4 SE TOP= INV= CB 969.5 967.0 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 15 15 HIGH S C H O O L B L O C K 1 10 10 15 15 15 15 15 15 1515 15 15 15 15 RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F B I T U M I N O U S C O N C R E T E C O N C R E T E B I T U M I N O U S KEYSTONE WALL KEYSTONE WALL 8 FOOT CHAIN LINK FENCE ON CONC 8 F O O T C H A I N L I N K FE N C E O N C O N C CO N C CO N C RU B B E R S U R F A C E 8 FOOT CHAIN LINK FENCE ON CONC SA N D SA N D SA N D SA N D UGE CO N C W A L L CONCRETE UG E B I T U M I N O U S B I T U M I N O U S UG E S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 1 2 " R C P S T S 15 " R C P ST S 15 " R C P ST S 12" RCP ST S 54 " R C P S T S 54 " R C P S T S 12" RC P S T S ABAND O N E D U N D E R C O N C ( P ) 4 8 " R C P S T S 12" PVC S T S 6 " P V C S T S 12" RCPST S 12 " P V C ST S 4 8 " R C P S T S 48" RCP ST S 4 8 " R C P S T S A B A N D O N E D I N P L A C E 3-15"X30"RCPINVS=974.3 12"PVC S T S 12"PVC S T S 12 " P V C S T S 12 " P V C S T S 1 2 " P V C S T S 12"PVC ST S 12 " P V C ST S 12"PERFORATED PVC ST S (P) INV=971.2 3-15"X30"RCPINVS=974.2 INV=966.2 INV=966.2 TOP OF WEIRWALL=972.1 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX / / / / / / / / / / / / / / / / / / / ///////// ////////////////////////////////// / // / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R C0.03 REMOVAL PLAN - EAST ///////////////////////////////// XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXX R1 P1 CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS FENCING REMOVALS RETAINING WALL REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS REMOVALS KEY NOTE PROTECTION KEY NOTE PROPERTY LINE LEGEND NOTES 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C0.01, REMOVALS PLAN OVERALL, FOR REMOVALS NOTES. HYD X S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S 4 8 ° 0 1 ' 0 9 " E 1 4 5 . 0 0 N64°5 8 ' 5 1 " E 2 0 0 . 0 0 N85°58'51"E 200.00 S 2 5 ° 0 1 ' 0 9 " E 2 1 3 . 7 0 S83°01'09"E 200.00 40 40 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 CA R R O L W O O D V I L L A G E S E C O N D A D D I T I O N CA R R O L W O O D V I L L A G E F O U R T WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 CA R R O L W O O D V I L L A G E T H I R D A D D I T I O N EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 PO N D I N G E A S E M E N T P E R D O C . N O . 8 1 2 7 9 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 99 3 . 0 3 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S T R E E S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E SG R A V E L G R A V E L G R A V E L 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 88.7 25 . 0 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 24.8 25.0 25 . 0 25.0 75 . 7 25.0 25 . 0 51.7 25 . 1 25 . 0 25.0 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONC G R A V E L CONC CONC G R A V E L CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 20 FOOT CHAIN LINK FENCE 6 F O O T C H A I N L I N K FE N C E 6 FOOT CHAIN LINK FENCE G R A V E L CONC CONC B I T U M I N O U S C O N C R E T E 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A B I T U M I N O U S CONC20 . 0 20 . 1 30.1 30.0 CONC CONC CONC CON C CON C R E T E BLEA C H E R S 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENCE 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L COL COL CONC CONCRET E CO N C R E T E CO N C R E T E LA LA CONCRETE 50 50 50 50 CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L DU G O U T DUGOUT 50 50 GA R A G E GA R A G E CONC WO O D WA L L WO O D WA L L CO N C CO N C CONC CONC CO N C CO N C CO N C CO N C CO N C CONCESSION BUILDING [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] SI G N CONCRETE WALL DUGOUT DU G O U T CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S WETLAND FLAGS (SEE GENERAL NOTE 2) BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD CO N C 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ON CONCRETE WALL 4 FT CHAIN LINK FENCE ON CONCRETE ALUMINUM SIDED GARAGE 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L L O T 1 L O T 1 L O T 1 L O T 1 B L O C K 1 B L O C K 1 B L O C K 1 B L O C K 1 10 1010 10 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN EDGE OF MOWED GRASS EDGE OF MOWED GRASS SAFETY NETTING A R T I F I C I A L T U R F BI T U M I N O U S CONCRETE CONCRETE CONCRETECONCRETE CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 N89°57'27"E 553.95 N89°57'27"E30.00 S0 ° 0 2 ' 3 3 " E 50 . 0 0 S 8 9 ° 5 7 ' 2 7 " W 3 0 . 0 0 N0°02'33"W50.00 PAD EASEMENT AREA PER DOC NO 880039 50 . 3 30.3 50 . 3 30.3OD BE OD BE CO N C R E T E C O N C S D D D D D D D S S SS S S D D D D D D D D D D D PROPOSED ACTIVITY CENTERFIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION RELOCATED GARAGE SKYWAY LINK 29 34 18 + 2 HC PROPOSED TENNIS COURTS CHILLER TRANSFORMER DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. NOTES C1.00 SITE PLAN - OVERALL D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED STREET ASPHALT PAVEMENT PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C3.01 X X X X X X X X X X HYD X N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 40 40 AC A D E M Y V I L L A G E AC A D E M Y V I L L A G E 3 R D AD D I T I O N WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONCRETE B I T U M I N O U S APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 2 3 CONCRETE WALL CO L CONCRE T E CO N C R E T E CO N C R E T E LA LA CONCRETE 50 50 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y L O T 1 B L O C K 1 10 10 C O N C R E T E B I T U M I N O U S B I T U M I N O U S ROCK EDGE OF MOWED GRASS EDGE OF MOWED GRASS S89°50'16"E 518.57 40 40 CO N C R E T E C O N C S D D D D D D D FMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM S S D D D D 29 34 18 + 2 HC PROPOSED TENNIS COURTS DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R 1. REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2. REFER TO SHEET C1.00, FINISHING PLAN OVERALL, FOR FINISHING PLAN NOTES. NOTES C1.01 SITE PLAN - WEST D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED STREET ASPHALT PAVEMENT PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C3.01 X X X X X X X X X X S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 B I T U M I N O U S B I T U M I N O U S 88.7 25 . 0 73.7 15 . 0 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 CONCRETE CONCRETE CONC 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 OTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 22A 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L CONC CONCRE T E 50 CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S 50 GA R A G E GA R A G E CONC STA 3013 STA 3008 STA 3000 STA 3017 BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 15 15 HIGH S C H O O L B L O C K 1 10 10 15 15 15 15 15 15 1515 15 15 15 15 RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F B I T U M I N O U S C O N C R E T E C O N C R E T E B I T U M I N O U S CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL S S SSFMFMFM D D D D D D D TREX FENCE PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION SKYWAY LINK CHILLER TRANSFORMER DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED STREET ASPHALT PAVEMENT PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED RETAINING WALL PROPOSED CHAIN LINK FENCING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C3.01 C1.02 SITE PLAN - EAST X X X X X X X X X X 1. REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2. REFER TO SHEET C1.00, FINISHING PLAN OVERALL, FOR FINISHING PLAN NOTES. NOTES HYD X S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S 4 8 ° 0 1 ' 0 9 " E 1 4 5 . 0 0 N64°5 8 ' 5 1 " E 2 0 0 . 0 0 N85°58'51"E 200.00 S 2 5 ° 0 1 ' 0 9 " E 2 1 3 . 7 0 S83°01'09"E 200.00 40 40 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 CA R R O L W O O D V I L L A G E S E C O N D A D D I T I O N CA R R O L W O O D V I L L A G E F O U R T WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 CA R R O L W O O D V I L L A G E T H I R D A D D I T I O N EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 PO N D I N G E A S E M E N T P E R D O C . N O . 8 1 2 7 9 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 99 3 . 0 3 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S T R E E S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E SG R A V E L G R A V E L G R A V E L 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 88.7 25 . 0 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 24.8 25.0 25 . 0 25.0 75 . 7 25.0 25 . 0 51.7 25 . 1 25 . 0 25.0 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONC G R A V E L CONC CONC G R A V E L CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 20 FOOT CHAIN LINK FENCE 6 F O O T C H A I N L I N K FE N C E 6 FOOT CHAIN LINK FENCE G R A V E L CONC CONC B I T U M I N O U S C O N C R E T E 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A B I T U M I N O U S CONC20 . 0 20 . 1 30.1 30.0 CONC CONC CONC CON C CON C R E T E BLEA C H E R S 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENCE 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L COL COL CONC CONCRET E CO N C R E T E CO N C R E T E LA LA CONCRETE 50 50 50 50 CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L DU G O U T DUGOUT 50 50 GA R A G E GA R A G E CONC WO O D WA L L WO O D WA L L CO N C CO N C CONC CONC CO N C CO N C CO N C CO N C CO N C CONCESSION BUILDING [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] SI G N CONCRETE WALL DUGOUT DU G O U T CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S WETLAND FLAGS (SEE GENERAL NOTE 2) BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD CO N C 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ON CONCRETE WALL 4 FT CHAIN LINK FENCE ON CONCRETE ALUMINUM SIDED GARAGE 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L L O T 1 L O T 1 L O T 1 L O T 1 B L O C K 1 B L O C K 1 B L O C K 1 B L O C K 1 10 1010 10 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN EDGE OF MOWED GRASS EDGE OF MOWED GRASS SAFETY NETTING A R T I F I C I A L T U R F BI T U M I N O U S CONCRETE CONCRETE CONCRETECONCRETE CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 N89°57'27"E 553.95 N89°57'27"E30.00 S0 ° 0 2 ' 3 3 " E 50 . 0 0 S 8 9 ° 5 7 ' 2 7 " W 3 0 . 0 0 N0°02'33"W50.00 PAD EASEMENT AREA PER DOC NO 880039 50 . 3 30.3 50 . 3 30.3OD BE OD BE CO N C R E T E C O N C S D D D D D D D S S SSFMFMFMFMFM FM FM FM S S D D D D D D D D D D D PROPOSED ACTIVITY CENTERFIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION RELOCATED GARAGE SKYWAY LINK 29 34 18 + 2 HC PROPOSED TENNIS COURTS CHILLER TRANSFORMER 60 . 0 0 ' 25.00' C1.03 GEOMETRIC AND STRIPING PLAN - OVERALL DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS MINIMUM BUILDING SETBACK LINE PROPERTY LINE PC LEGEND HYD X N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONCRETE B I T U M I N O U S APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 2 3 CONCRETE WALL CO L CONCRE T E CO N C R E T E CO N C R E T E LA LA CONCRETE B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S ROCK EDGE OF MOWED GRASS EDGE OF MOWED GRASS CO N C R E T E C O N C S D D D D D D D FMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM S S D D D D 29 34 18 + 2 HC PROPOSED TENNIS COURTS 9.00' (TYP.) 18 . 0 0 ' 36 . 0 0 ' 31 . 0 0 ' 20 . 0 0 ' 10.00' 8' WALK 17.50' 24.00' 211.00' R 4 5 . 0 0 ' 2 4 . 0 0 ' 24 . 0 0 ' 4 4 . 0 0 ' R 1 0 0 . 0 0 ' R 2 7 4 . 0 0 ' R8.0 0 ' C1.04 GEOMETRIC AND STRIPING PLAN - WEST DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS MINIMUM BUILDING SETBACK LINE PROPERTY LINE PC LEGEND S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 B I T U M I N O U S B I T U M I N O U S 88.7 25 . 0 73.7 15 . 0 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 CONCRETE CONCRETE CONC 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 OTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 22A 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L CONC CONCRE T E CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S GA R A G E GA R A G E CONC BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE HIGH S C H O O L B L O C K 1 RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F B I T U M I N O U S C O N C R E T E C O N C R E T E B I T U M I N O U S CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S S S SSFMFMFM D D D D D D D PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION SKYWAY LINK 8' WALK 24.00'24.00' 24 . 0 0 ' 9.00' (TYP.) 18 . 0 0 ' 36 . 0 0 ' 31 . 0 0 ' 20 . 0 0 ' 10.00'10.00' 20 . 0 0 ' R 4 5 . 0 0 ' R4 0 . 7 2 ' CHILLER TRANSFORMER 16 . 0 0 ' 40.25' 35.00' 25 . 3 3 ' R25.00' R10 . 0 0 ' R 1 0 . 0 0 ' 20 0 . 0 0 ' 22.50' 24 . 0 0 ' R74 . 0 0 ' R1 0 0 . 0 0 ' R8.0 0 ' R5 . 0 0 ' DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R C1.05 GEOMETRIC AND STRIPING PLAN - EAST 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS MINIMUM BUILDING SETBACK LINE PROPERTY LINE PC LEGEND REFER TO SHEET D1.01 FOR LIFT STATION PAD DIMENSIONS. PROPOSED ACTIVITY CENTERFIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION RELOCATED GARAGE SKYWAY LINK PROPOSED TENNIS COURTS HYD X 1011 1 0 1 2 1 0 1 3 100 6 1007 1008 1009 1010 1001 9 8 2 98 1 97 7 97 6 96 7 968 9 7 6 977 978 979 980 975 976 9 8 3 981 982 979 980 977 985 986 987 988 989 990 991 992 993 994 995 996 997 1014 1015 1009 1010 1011 1012 1013 10 1 7 10 1 8 10 1 9 1020 10 1 6 10211022 1023 1024 961962963964965 966 967 968 969 970 971 97 4 974 972 973 975 974 9 7 2 9 7 3 9 7 5 976 977 978 97 9 9 8 0 9 7 49819 8 2 9 8 3 9 8 4 9 8 5 9 8 69 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 9 9 3 9 9 4 9 9 5 1 0 0 5 1 0 0 1 1 0 0 2 1 0 0 3 1 0 0 4 9 9 6 9 9 7 9 9 8 9 9 9 1 0 0 0 1 0 0 8 1 0 0 9 1 0 1 0 1 0 1 1 1 0 0 7 1 0 0 6 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 5 1 0 1 6 973974 99 3 99 2 10 1 1 10 0 8 10 0 9 10 1 0 10 1 2 10 1 3 10 1 4 10 1 5 10 1 6 10 1 7 10 1 8 10 1 9 10 2 0 10 2 1 10 2 2 10 1 8 10 1 9 10 2 0 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 5 986 987 988 989 990 991 983 984 985 975 971 9 7 2 973 97 5 97 5 972 9 6 0 9 6 1 9 6 2 9 6 3 9 6 4 9 6 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0971977 977 977 97 6 976 1004 1003 1002 1008 1007 1006 10051003 1002 1001 1000 1000 1001 1002 1003 1004 999 998 1005 1006 1005 97 4 97 5 975 974 973 9 7 8 97 9 979 97 8 97 8979 977 976 97 697 7 97 8 975 97 6977 974 973 974975976 97 7 97 6 97 5 97 4 97 3 972 971 972972 971 972973 97 5 97 6 978979 976977 974975 973 972 971 972 971972 970 969 9 7 0 970 971 972 973 974 9 7 5 9 7 4 973 974 974 974973975 976 975 976 977 976 976 97 4 9 7 4 9 7 5 98 0 98 2 983 9 8 4 987 986 990 988 989 991 992 994 995 996 997 998 1000 999 993 9 9 1 992 98 6 986 10 0 0 10 0 1 10 0 2 10 0 3 10 0 4 10 0 5 10 0 6 10 0 7 1003 1004 1005 99 5 98 5 981 980 978 979 977 976 976 977 976 976 977 97 8 97 7 977 97 8 974975976978 977 972 973971 97 1 97 2 97 5 97 6 97 79 7 5 9 7 6 981982 97 897 998 0 97 6 97 5 97 6 976 976 977 978 990 985 990 985 980 98 198 2 98 0 984 9 7 9 976 977 978 979 977 9 7 5 975 975 978 979 980 976 977 9 8 19 8 2 98 3 98 4 9 8 5 9 8 1 9 8 2 980 9 7 9 9 8 0 981 982 9 8 3 976 977 9 7 6 974 9 7 5 9 7 3 974 9 7 5 97 6 97 7 9 7 4 9 7 3 9 7 1 970 970 971 9 7 1 9 7 2 97 5 97 4 9 7 7 97 6 97 5 97 2 972 973 9 7 4 97 6 97 7 97 5 973 9 7 4 9 7 5 9 7 3 9 7 9 9 8 0 9 8 2 9 8 3 9 7 6 9 7 7 9 7 8 9 8 1 9 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 973 9 7 2 972 9 7 3 973 973 9 7 1 9 7 2 97 3972 973 975 97 4 974 975 975 9 7 3 97 4 9 9 5 1 0 0 0 1005 1010 1015 1010 9 7 5 9 8 0 9 8 5 99 0 972 970 970971 965 97 3 97 3 986 97 2 97 1 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S 4 8 ° 0 1 ' 0 9 " E 1 4 5 . 0 0 N64°5 8 ' 5 1 " E 2 0 0 . 0 0 N85°58'51"E 200.00 S 2 5 ° 0 1 ' 0 9 " E 2 1 3 . 7 0 S83°01'09"E 200.00 40 40 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 CA R R O L W O O D V I L L A G E S E C O N D A D D I T I O N CA R R O L W O O D V I L L A G E F O U R T WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 CA R R O L W O O D V I L L A G E T H I R D A D D I T I O N EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 PO N D I N G E A S E M E N T P E R D O C . N O . 8 1 2 7 9 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 99 8 . 7 3 99 3 . 0 3 TOP= INV= SMH 973.0 964.0 W INV=963.9 S TOP= INV= CB 976.0 972.1NE,W BOTTOM=971.3 TO P = IN V = CB 97 5 . 4 97 2 . 5 N , S W TOP= INV= CB 975.3 972.8 TOP= INV= SAN 1011.5 982.6 TOP= INV= SAN 996.4 981.6 TOP= INV= SMH 983.7 969.9 SE INV=970.7 N TOP= INV= SMH 978.0 971.7E INV=971.5S BOTTOM=971.4 STANDING WATER TO P = IN V = CB 97 6 . 0 97 1 . 1 S W ( 6 " H D P E ) IN V = 9 7 0 . 8 S W ( 1 2 " H D P E ) IN V = 9 7 0 . 6 N , S TOP= INV= SMH 976.5 970.8S,NE TOP= INV= SMH 976.0 970.7W INV=970.6ETOP= INV= SMH 975.5 970.8N,S,E TOP= INV= SAN 978.5 966.6 TOP= INV= SMH 976.0 970.1W INV=970.0N,S TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TOP= INV= CB 968.3 965.2 TOP= INV= CB 971.2 967.4 TOP= INV= CB 972.2 969.5 TO P = IN V = CB 97 1 . 8 96 7 . 9 N , S W TOP= INV= CB 973.7 961.0 S INV=961.1 N INV=964.3 SE INV=964.7 NW INV=967.8 NE TOP= INV= CB(BOLTED) 974.1 970.1 TO P = IN V = CB 97 3 . 4 96 9 . 7 N W IN V = 9 6 9 . 6 S TOP= INV= SMH 973.3 967.9 N(15" RCP) INV=964.9 SE INV=964.2 NW INV=963.8 SW INV=959.4 N TOP= INV= SMH 968.7 964.8S INV=958.6NW INV=958.5SE TOP= INV= SAN 972.6 963.3 TO P = IN V = SA N 97 7 . 3 95 9 . 4 TO P = IN V = SA N 97 5 . 4 95 8 . 8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 TOP= INV= CB 978.8 974.3 TOP= INV= SMH 979.4 974.1SW INV=970.8N INV=970.4E TOP= INV= SMH 976.0 966.4-W INV=965.9-N INV=965.4-E TOP=INV= CB 974.2 969.2-N INV=968.9-NE-SE TO P = IN V = CB 96 9 . 9 96 4 . 4 - W IN V = 9 6 4 . 5 - N IN V = 9 6 4 . 6 - S E TOP= INV= CB 969.3 965.4 TOP=INV= CB 968.6 965.2 TOP=INV= CB 970.0 959.0-N-S TOP=INV= CB 970.6 967.1 TO P = IN V = SM H 97 6 . 7 97 1 . 1 N W IN V = 9 7 1 . 0 N IN V = 9 6 5 . 9 N E IN V = 9 6 5 . 5 S W 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 7 14.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S T R E E S T R E E S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E S G R A V E L G R A V E L G R A V E L G R A V E L TO P = IN V = CB 98 4 . 5 98 0 . 9 TO P = IN V = CB 98 4 . 6 98 0 . 6 S TO P = IN V = SM H 98 4 . 5 98 0 . 5 N W IN V = 9 7 8 . 1 S W IN V = 9 7 6 . 8 E 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 88.7 25 . 0 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 24.8 25.0 25 . 0 25.0 75 . 7 25.0 25 . 0 51.7 25 . 1 25 . 0 25.0 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONC G R A V E L TO P = IN V = SM H 98 4 . 9 98 0 . 5 N W IN V = 9 7 5 . 9 W IN V = 9 7 4 . 8 S TOP= INV= SMH 976.9 972.8 CONC CONC G R A V E L CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 20 FOOT CHAIN LINK FENCE 6 F O O T C H A I N L I N K FE N C E 6 F O O T C H A I N L I N K FE N C E 6 FOOT CHAIN LINK FENCE G R A V E L CONC CONC B I T U M I N O U S C O N C R E T E 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A TOP= INV= SMH 975.5 964.4N,NE INV=961.2W INV=960.8S TOP= INV= CB 974.9 971.9S,SW TOP= INV= CB 972.7 969.2N,S TO P = IN V = CB 97 2 . 7 96 8 . 9 N IN V = 9 6 8 . 8 S TO P = IN V = CB 97 2 . 7 96 8 . 5 N IN V = 9 6 8 . 4 S TO P = IN V = CB 97 2 . 0 96 9 . 3 N , S TO P = IN V = CB 97 2 . 4 96 8 . 8 N IN V = 9 6 8 . 7 S B I T U M I N O U S CONC20 . 0 20 . 1 30.1 30.0 CONC CONC CONC CON C CON C R E T E BLEA C H E R S TOP= INV= CB 972.4 967.2S INV=966.7N TO P = IN V = CB 97 1 . 9 95 9 . 6 S CA N N O T M E A S U R E I N V N , W TOP=INV= CB 971.5 967.8W,SW INV=966.3E TOP=INV= CB 973.9 970.0W INV=968.9E 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENCE 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E UGC UGC UG C UG C UG C UG C UG C UG C FO L FO L FO L FO L FO L UG C UG C UG C UG C GASGASGAS GAS GAS GA S GASGASGAS GA S UGEUG E UGE UG E UG E UGE UGE UG E UG E UGE UGE UGE UGE UGE UG E UG E UG E UGE UGE UGEUGETR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L COL COL CONC CONCRET E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W W SAN S 50 50 50 50 W W W U G C 12 " R C P S A N S UG E W W W SAN S SAN S GENERATOR W 1 2 " R C P S T S CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L DU G O U T DUGOUT 50 50 W W W GA R A G E GA R A G E CONC WO O D WA L L WO O D WA L L CO N C CO N C W W W W W UG E UG E UGE FO L FOLFOL CONC CONC CO N C CO N C CO N C CO N C CO N C CONCESSION BUILDING [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] W SA N S SAN S 12 " R C P S A N S 12 " R C P S A N S 12 " R C P S A N S W SI G N CONCRETE WALL DUGOUT DU G O U T CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S U G E B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S UGE UG E UGE UG E UG E UG E U G E WETLAND FLAGS (SEE GENERAL NOTE 2) TOP= INV= SMH 975.80 964.8 E INV=965.0 NW BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD TOP= INV= SMH 985.0 971.2 S INV=971.4 N INV=974.4 NE INV=980.1 NW TOP= INV= CB 978.5 975.6 GAS GAS UG C UG C FOL FOL FO L UG C U G C UG C UG C UG E UGE U G E UG E UG E UGE UGE UG E UGE UG E U G E UG E UG E UG E UG E UG E UGE UGE UGE U G E UGE UG E UGCU G C UGCFOLFO L UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E UG E UG E UG E FO L UGE UG E CO N C TOP= INV= SMH 973.3 967.5 W INV=967.6 NE TOP= INV= SMH 973.3 965.5 NW INV=966.9 E INV=967.2 SE INV=967.6 NNW TOP= INV= SMH 973.4 967.9 W,SE TOP= INV= SMH 973.3 965.1 NW INV=967.1 E INV=967.2 N INV=967.3 SW TOP= INV= CB 973.4 968.6 TOP= INV= CB 974.6 970.5 N,S TO P = IN V = CB 97 4 . 6 97 0 . 1 N E IN V = 9 7 0 . 3 S 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ON CONCRETE WALL 4 FT CHAIN LINK FENCE ON CONCRETE ALUMINUM SIDED GARAGE FO L FO L 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L L O T 1 L O T 1 L O T 1 L O T 1 B L O C K 1 B L O C K 1 B L O C K 1 B L O C K 1 10 1010 10 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS UGE RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK UGEUGE UGE UGE UGEUGE UGE DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN FO L EDGE OF MOWED GRASS EDGE OF MOWED GRASS SAFETY NETTING A R T I F I C I A L T U R F BITUMINOUS BI T U M I N O U S UGE CONCRETE CONCRETE CONCRETECONCRETE UGE CO N C W A L L CONCRETE UG E B I T U M I N O U S B I T U M I N O U S UG E S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 12 " R C P S T S 1 2 " R C P S T S 12 " P V C S T S 12 " R C P S T S 15 " R C P ST S 12" RC P S T S 12 " R C P ST S 15 " R C P ST S 15 " R C P ST S 12" RCP ST S 54 " R C P S T S 54 " R C P S T S 54 " R C P S T S 15" HDPE ST S 30 " R C P S T S 30 " R C P S T S 20 " H D P E ST S 3 6 " R C P S T S 3 6 " R C P S T S 12 " R C P S T S ST S 24" RCP ST S 18 " R C P S T S 12" PVC S T S 6 " P V C S T S 12" RCPST S 12 " P V C ST S 30 " R C P S T S 21" RCP ST S 4 8 " R C P S T S 12" RCP ST S 8 " P V C S T S 12 " R C P ST S 18" RCPST S 21 " R C P S T S 8" PVC ST S 12 " H D P E S T S 12" HD P E ST S 12" HDPE ST S12" HDPEST S ST S 12 " R C P S T S 12 " H D P E ST S 12 " R C P ST S 54 " R C P S T S 4 8 " R C P S T S 48" RCP ST S 4 8 " R C P S T S A B A N D O N E D I N P L A C E INV=975.1 INV=975.0 1 2 " P V C 12 " P V C 36 " R C P S T S 15"PVC TOP OF WEIRWALL=980.2 3-15"X30"RCPINVS=974.3 12"PV C S T S INV=959.1 S 12"PVC S T S 12"PVC S T S 12 " P V C S T S 12"PERFORATED PVC ST S (P) INV=971.2 12 " R C P ST S 3-15"X30"RCPINVS=974.2 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 N89°57'27"E 553.95 N89°57'27"E30.00 S0 ° 0 2 ' 3 3 " E 50 . 0 0 S 8 9 ° 5 7 ' 2 7 " W 3 0 . 0 0 N0°02'33"W50.00 PAD EASEMENT AREA PER DOC NO 880039 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S 12"PERFORATED PVC ST S 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) TOP= INV= SMH (P) 985.0 (P) 980.4 N,E (P) INV=980.8 S (P) 6"DT (P) 6"DT (P) 6"DT (P) 6"DT (P) 12"PERFORATED PVC ST S (P) 50 . 3 30.3 50 . 3 30.3OD BE OD BE CO N C R E T E C O N C U G E CO (P) CO (P) STORM SEWER NOT SURVEYED - LINEWORK TAKEN FROM APRIL 2024 TENNIS COURT PLANS.I FFE:977.30 STRM BTM:965.5 SAN TOP:964.0 SAN SERVICE INV:967.0 R.D. CHILLER R.D. S D D D D D D D WATER SERVICE FIRE SERVICE TRANSFORMER R.D. EX. SERVICE INV:968.29 ( 2004 PLAN) MH-SAN-3 RIM:976.20 INV(E,N):968.0 CONSTRUCT OVER EX. PIPE FIELD VERIFY INVERT S S SS S S >> >> D D > > >> D >> D D >> > > > > D D >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D D D I SF SF SF SF [] [] [] [] SF SF SF SF SF SF SF SF SF SF [] [] [] [] [] S F S F SFSFSFSF SF SF SF [] IP IP IP IP IPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP [] [ ] [] [] [] [] SF SF SF SF DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R C2.01 EROSION AND SEDIMENT CONTROL PLAN - OVERALL 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED FLARED END SECTION (FES) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED TEMPORARY DIVERSION BERM PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET C2.02, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 4.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 5.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 6.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 7.INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST OF APPROVED PRODUCTS: a.ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO b.ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCO c.INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. d.INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. e.INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. f.DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC. g.DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC. h.OR APPROVED EQUAL. 8.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT. NOTES STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created:PROJECT LOCATION 1-MILE BOUNDARY RECEIVING WATERS APPLE VALLEY HIGH SCHOOL ACTIVITY CENTER CITY OF APPLE VALLEY DAKOTA COUNTY, MINNESOTA PROJECT LOCATION: RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Site grading, sanitary sewer and water main extensions, storm sewer and permanent stormwater treatment installation, building and sidewalk construction, temporary erosion and sediment control, and permanent stabilization. Stormwater currently sheet flows south across the site. The site currently has 1 infiltration basin and 4 rate control BMPs to treat and slow the flow rate of stormwater. Stormwater will ultimately flow into on-site storm sewer and outlet into pond WVR-P40. Stormwater that outlets from this ponds flows south through storm sewer into a series of other regional basins. Although Alimagnet Lake is within the 1-mile boundary of the project area, the project area is not within the lake's subcatchment and stormwater will not reach the lake. After construction is complete stormwater will will continue to follow the same drainage pattern. The project includes 3 underground stormwater filtration systems, and will all outlet into storm sewer and WVR-P40. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1)Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2)Install perimeter sediment control, inlet protection, and construction exit. 3)Complete site grading 4)Install utilites and storm sewer 5)Install underground stormwater storage filtration systems 6)Construct activity center building 7)Pave sidewalks 8)Add additional temporary BMPs as necessary during construction based on inspection reports. 9)Ensure final stabilization measures are complete. 10)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 11)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is considered complete. The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1.The expected amount, frequency, intensity, and duration of precipitation. 2.The nature of stormwater runoff and run-on at the site 3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4.The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. FEETSCALE 0 1500 3000 Wet Sedimentation Basin X Infiltration/Filtration Regional Pond Permanent Stormwater Management Not Required COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE DAKOTA T115N R20W 28 44.7422°-93.2323° BMP SUMMARY QUANTITY UNIT ROCK CONSTRUCTION EXIT 1 EACH SILT FENCE, TYPE MS 1,676 LIN. FT. SEDIMENT CONTROL LOG 703 LIN. FT. EROSION CONTROL BLANKET 5,705 SQ. YD. INLET PROTECTION DEVICE 35 EACH NAME OF WATER BODY TYPE (ditch, pond, wetland, lake, etc.) Special, Prohibited, Restricted Water 1 Flows to Impaired Water Within 1-Mile 2 USEPA Approved Construction Related TMDL 3 WVR-P40 STORMWATER POND No No - WVR-P41 STORMWATER POND No No - COMPANY CONTACT PERSON PHONE OWNER:ISD #196 Mark Stotts 952-431-8900 SWPPP DESIGNER:Bolton & Menk, Inc.Allison Smith 906-430-5533 CONTRACTOR:TBD TBD TBD CONSTRUCTION SWPPP MANAGER:TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M:ISD #196 Sam Firpo 651-423-7702 Total Project Size (disturbed area) =7.5 ACRES Existing area of impervious surface =1.7 ACRES Post construction area of impervious surface =4.1 ACRES Total new impervious surface area created =2.3 ACRES Planned Construction Start Date:XX/XX/2025 Estimated Construction Completion Date:XX/XX/XXXX PROJECT AREAS: PROJECT LOCATION PROJECT BOUNDARY NATIONAL WETLANDS INVENTORY PROTECTED WATERSOR 1-MILE BOUNDARY LEGEND RECEIVING WATERS R 1 Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001). 2 Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. 3 Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations IMPAIRED WATERSOR Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN Rl0000l (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1.Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2.There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a.Types and/or Locations of BMPs b.Material Storage and Spill Response c.Fueling Plans d.Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e.Project Phasing 3.It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4.The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re-installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved. The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. DEWATERING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POLLUTION PREVENTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a.Inspections of areas with permanent cover to be reduced to once per month, b.Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c.Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1.All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2.Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3.Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4.Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1.Substantial Completion has been reached and no ground disturbing activities are anticipated. 2.Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. 3.Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4.All sediment has been removed from conveyance systems 5.All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on-site may remain. 6.For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7.For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: SITE INSPECTION INTERVAL: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA IN PROGRESS 1)Was an environmental review required for this project or any part of a common plan of development or sale that includes all or any portion of this project?NO 2)Does any portion of the site have the potential to affect threatened or endangered species or their critical habitat?NO 3)Does any portion of this site discharge to a Calcareous fen.NO 4)Will any portion of the site potentially affect properties listed on the National Register of Historic Places or a known or discovered archeological site?NO 5)Have any Karst features have been identified in the project vicinity?NO 6)Is compliance with temporary or permanent stormwater management design requirements infeasible for this project?NO 7)Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to during fish spawning?NO A trained person shall routinely inspect the entire construction site during active construction at an interval of no more than:7 calendar days SWPPP DESIGNER TRAINING DOCUMENTATION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or permanently ceased no later than: 14 calendar days DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations 155E 415B 301B 301B 39B 454E 39C 411A 411A 415B 250 415B 39B2 LEGEND PROJECT BOUNDARY SOIL TYPE NATIONAL WETLANDS INVENTORY STEEP SLOPES (>33.3%) IMPAIRED, SPECIAL OR PROTECTED WATERS SOIL TYPE SUMMARY Map Unit Symbol Soil Name Hyd. Soil Group 155E Chetek sandy loam, 15 to 25 percent slopes B 250 Kennebec silt loam C 301B Lindstrom silt loam, till plain, 2 to 6 percent slopes B 39B Wadena loam, 2 to 6 percent slopes B 39B2 Wadena loam, 2 to 6 percent slopes, eroded B 39C Wadena loam, 6 to 12 percent slopes B 411A Waukegan silt loam, 0 to 1 percent slopes B 415B Kanaranzi loam, 2 to 6 percent slopes B 454E Mahtomedi loamy sand, 15 to 25 percent slopes A EXISTING STORMWATER POND LOCATION OF SWPPP REQUIREMENTS IN PROJECT PLAN DESCRIPTION SHEET NO. SITE MAP C1.00 DIRECTION OF FLOW C3.01 FINAL STABILIZATION C2.01 SOILS C2.04 DRAINAGE STRUCTURES C4.01 - C4.03 DRAINAGE TABULATION CX.XX STORM SEWER PLAN & PROFILE SHEETS C4.01 - C4.04 EROSION & SEDIMENT CONTROL DETAILS C5.01 EROSION CONTROL TABULATION C2.02 TURF ESTABLISHMENT TABULATION L1.01 NARRATIVE & NOTES C2.01 - C2.04 FEETSCALE 0 100 200 R DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C2.04 STORMWATER POLLUTION PREVENTION PLAN - SOILS MAP 975.14"PEP 965.2 6'osCOR 965.16'osCOR 965.26'osCOR 965.3 6'osCOR 965.3 6'osCOR 965.36'osCOR 965.16'osCOR 965.36'osCOR 960.5 964.1 971.0 973.8973.8 972.0972.0 976.7976.4976.7976.5 968.2 97 7 . 5 965.2 974.7 974.8 973.3 973.6 973.4 975.6AIS 975.4 AIS 980.0 AIS 976.3AIS 976.5AIS 974.9AIS 974.0 AIS 979.5 985.3985.3 979.5 978.5 977.7 987.4986.6 986.7 986.6986.6986.6 985.8 986.4 986.3 985.6 975.5 975.8 982.9 975.8 976.6 976.5 976.1 976.0 976.6976.6976.6976.5976.3976.4 976.3976.1 975.5 973.6 978.0 977.7 977.2 976.4 976.0 975.7 975.6 975.5 975.4 974.1 974.8 972.7 976.0 976.1976.1 977.0 977.2 977.2 976.8 977.0 972.6 975.5 976.6976.6 975.7975.6 973.9 973.9973.9 973.9 973.9 974.0973.8 975.8975.9 975.6 974.9 975.7 975.2 974.0973.9 974.0974.0 974.0973.8 975.5 976.5 976.5 976.4976.8 976.7976.7976.8 977.0 974.1974.2 974.3 976.9 968.3 BL 968.2 BL 968.4BL 973.8BL 973.7 BL 973.5BL 973.9BL 973.6BL 974.6BL 974.2BL 974.3BL 984.9BLDG 984.3 BLDG 977.8 BLDG 977.8 BLDG 973.4 BLEACHER973.7BLEACHER 973.7 BLEACHER 973.3 BLEACHER 972.3 BTL972.2BTL 969.6BTL 969.5 BTL 975.3BTL 975.3BTL 968.7 BTL968.7BTL 969.3CB 970.6CB 974.3 CB 974.2 CB 978.8 CB 969.9CB970.0CB 968.3CB 972.0 CB 971.2 CB 976.0CB 973.9CB 971.9CB 984.6 CB 984.5CB 973.0 CB 973.0CB 975.3CB 975.4 CB 976.0CB 968.5CB 969.7CB 974.9 CB 972.4CB 973.1CB 973.1 CB 972.2CB 974.1 CB 973.1 CB 977.2COL977.2 COL 977.1COL 986.4COR 986.5 COR 990.8 COR 974.7COR 974.0COR 976.3COR 976.7COR 977.1 COR 967.5COR 967.9COR968.4COR 968.1COR968.2 COR 968.3 COR 968.4COR 968.3 COR 968.2COR967.8COR 967.9COR 968.2COR 990.2COR 990.1 COR 989.8COR 989.7 COR 989.1 COR 989.1 COR 989.2COR 989.1COR 988.5 COR 989.0 COR 977.3COR 977.3 COR 977.3CHECK COR 878.2CHECK COR878.2CHECK COR 881.0CHECK UPPER COR 880.9CHECK UPPER COR 882.3 CHECK UPPER COR878.2CHECK COR 977.7 INTERIOR COR 973.9 CHECK COR 976.7CHECK COR 977.2 CHECK COR 976.6CHECK COR 976.7CHECK COR 976.7CHECK COR 976.7 CHECK COR 976.7 CHECK COR 976.8CHECK COR 977.1CHECK COR 976.9 CHECK COR 977.0CHECK COR 977.1CHECK COR 976.8CHECK COR 976.6 CHECK COR 976.2CHECK COR 977.0CHECK COR 975.9COR 975.9 COR 974.3COR977.3 CHECK COR 975.7CHECK COR 976.7COR 976.8COR977.3COR 976.8COR 976.7 COR 976.7COR 977.0 COR 977.3 COR 977.4 COR 977.3 COR 977.3COR 977.5COR 977.4 COR 977.2 COR 977.4 COR 976.7COR 977.7COR 977.3 COR977.0 COR 977.0COR 976.9 COR976.8 COR 975.6COR 975.1COR 975.3 COR975.4COR 974.8COR 972.7COR972.7COR 972.8COR 972.7 COR 972.7 COR 972.7 COR 974.9COR 972.6 COR 972.6 COR 972.6 COR 972.6COR 972.6COR 972.6COR 972.6COR 972.6COR972.6 COR 972.6COR972.6 COR 975.3COR 975.2COR 975.0COR 978.4COR 992.2COR 975.5COR 975.3COR 975.1COR 975.5COR 975.3COR 977.3COR 977.3 COR 977.3COR 976.9 COR 975.6DG 976.4G 969.5 G 975.2G 968.7G 967.7 967.7 967.5 968.2 968.1 978.1B HCPS 989.4 973.7 MG 973.7MG 971.8 MG 971.8MG 977.5 977.3MH 975.4 MH 976.0MH979.4 MH 972.6MH 973.2MH 976.5MH 976.0 MH 976.0MH 975.5 MH 976.7MH 982.8MH 984.1MH 996.5MH 1011.5 MH 981.9 MH 978.0MH 984.5MH 968.7MH 973.0MH 978.5MH 974.9MH 965.1 NET.10' 965.0NET.10'964.9NET.10' 965.1NET.10' 965.1 NET.10' 965.1NET.10' 975.7NPS 975.8 NPS 975.5 NPS 975.5 NPS 975.5NPS 975.8 NPS975.8NPS 975.5NPS975.5 NPS 975.5NPS 975.8NPS975.8 NPS 975.4 NPS975.5NPS 976.8 NPS 977.0NPS 978.1B NPS 978.2 B NPS 978.1B NPS 978.1B NPS 978.1NPS 978.3NPS 977.0 NPS 976.6 NPS 975.9 NPS 1000.4OVH 1000.0OVH 999.6 OVH 999.5OVH 988.2OVH 988.2 OVH 988.0OVH 988.0OVH 988.0 OVH988.0OVH 988.3 OVH 983.4OVH 983.2OVH983.3OVH 980.6 OVH 980.6OVH 979.9OVH 979.9OVH 979.9 OVH979.9OVH 979.9 OVH979.9OVH 980.7 OVH 980.6 OVH 980.7OVH 985.0OVH 985.0OVH 984.9OVH 982.7 OVH 982.7 OVH 972.5 975.3 977.0977.0 977.1977.2977.3 977.5977.6 977.8 977.8 978.0 977.9 977.6 977.4 977.2 977.1 976.9 977.2 976.8 977.2 977.1 976.7 976.6 976.5 976.4 976.1976.2976.3 976.0976.0976.0976.1976.2 975.0RM FILET975.0 RM FILET 974.9 974.1 974.1 974.0SAND 974.0SAND 973.6SAND 973.7SAND 973.7SAND 973.6 SAND 973.1 SAND 972.7SAND 972.6SAND 972.6SAND 973.1SAND 973.3 SCORE 976.6 STC976.6STC 977.0 STC 976.9 STC 972.2STC972.2STC 969.7TC 971.4TC971.5 TC970.5TC 970.6TC 972.2TC 972.2 TC 971.9TC 972.0TC 980.1 TC 976.4TC 976.3 TC 979.9TC 980.1TC 974.2TC974.2TC974.2TC 974.1 TC 972.4TC972.4TC 972.4 TC972.4 TC 969.8 TC 1011.3TC 981.3 TC 983.0TC 984.2TC 984.2TC 984.2TC 973.6 TD 973.5TD 976.9TRC 976.8TRC 977.1TRC 972.74CB 972.69CB 972.71CB 972.10 CB 972.39 CB 972.39CB 975.48MH 976.90MH 984.89MH HYD X 1011 1 0 1 2 100 6 1007 1008 1009 1010 1001 9 8 2 98 1 97 7 97 6 96 7 968 9 7 6 977 978 979 980 975 976 9 8 3 981 982 979 980 977 985 986 987 988 989 990 991 992 993 994 995 996 997 1014 1015 1009 1010 1011 1012 1013 10 1 7 10 1 8 10 1 9 1020 10 1 6 1021 961962963964965 966 967 968 969 970 971 97 4 974 972 973 975 974 9 7 2 9 7 3 9 7 5 976 977 978 97 9 9 8 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NOS. 21177 & 41373 N89°52'41"W 1329.28 99 3 . 0 3 981.310"BAS 979.1 10"MPL 976.110"MPL 971.911"BAS 978.511"MPL 977.912"MPL 976.215"MPL 964.5 15"PIN 964.615"PIN 976.216"MPL 975.216"MPL 963.817"PIN 975.018"BOX 975.8 962.72_12"TR 979.53"POP 959.536"RCP 980.97"BAS 976.77"MPL 971.58"BAS 977.28"MPL 975.9 9"ASH 972.6 9"BAS 972.79"BAS 976.5 9"MPL 977.6 9"MPL 971.2 975.6 973.9 973.7 974.3 974.4 974.9 974.6 975.2 975.5 972.5 971.8 971.3 971.2 970.8 974.7 969.3 969.7 968.9 968.3 968.3 968.3 970.0969.8 968.4 974.1 974.1 974.0 970.5 970.2 973.7 973.4 969.4 967.8 972.8 969.3 968.7 972.5 972.0 968.7 968.7 971.8 971.3 967.6 968.1 971.0 967.7 965.6 965.7 968.8 970.9 970.0 967.2 965.6 965.4 965.3 965.2 965.3 968.1 969.7 969.4 969.3 965.0 965.8 966.1 966.9 964.9965.0 965.2 967.5 965.7 965.0 964.4 962.7 962.9 962.8 962.5 961.9 962.4 962.5 962.4 962.4 962.5 971.0 971.0 969.7 970.6 970.1968.0966.2965.5965.2965.1965.0965.1964.9 964.6 964.5 965.6 967.3 969.3 969.0968.7967.1965.0 965.2 965.2 966.1 965.8 972.1 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977.0977.0977.0 976.8977.0 977.0977.0 977.1 977.3977.3 977.0 977.0 976.8 977.3 976.8 975.5 976.4 975.3 975.5976.8 976.8 976.7 977.0 977.0 977.0 976.0 975.6 976.9 976.8 977.3 977.2 977.3 97 7 . 2 977.3 977.3 97 5 . 9 977.2 976.3 976.9 976.8 976.5 976.9 976.8 976.5 976.0 976.1 975.4 974.7 975.0 975.1 974.6 994.3 991.6 988.6 986.5 988.5 990.6 990.0987.4 986.3 988.2 991.2 994.9 1002.1998.6 1004.8 1018.1 1022.6 1010.2 1011.6 1022.8 1018.6 1015.2 1016.1 1018.2 1018.31015.6 1014.2 1017.2 1015.71012.5 981.0 983.4 988.0 992.0 997.1 1010.4 972.3 973.9 975.2975.2 976.7 976.5 976.8 977.3 977.4 976.9 977.2 977.0 976.5 976.3 977.1 977.2 977.2 977.4 977.3 977.2 977.2 977.0 977.3 977.8 977.1 977.2 977.4 976.7 976.4 976.3 977.2 977.4 976.5 976.4 976.4 977.3 977.0 977.5 977.3 977.0 977.1 977.0 976.8 976.6 976.4 976.097 6 . 1 976.8 976.7 965.2 965.1 965.0 965.0 965.3 965.6 965.5 965.1 965.0 965.2 964.9 967.8 969.1 968.8 969.1 966.3967.0 965.6 965.2 964.6 965.2 964.6 964.3 964.0 964.1 961.7 964.5 964.5 964.6 965.4 966.9 964.3 964.1 964.5 964.0 963.1 974.9 974.2 975.8 977.1 977.5 976.5 974.9 974.2 973.8 973.8 975.9 978.6 980.6 982.4 982.7 982.3 983.0 981.2 978.0 974.5 973.1 973.0 974.5 985.0 985.9 985.4 983.4 979.7 972.5 972.1 972.5 973.7 972.3 974.9 978.1 979.8 981.7 978.7974.9971.6971.5 971.7 971.7 971.0 970.2 970.2 970.2 970.6 971.6 976.0 976.0 971.7 971.0 970.9 973.9974.4974.3975.1 973.8 974.2 974.1 974.3 974.4 974.6 974.5 973.9 973.7 973.7 973.8 973.7 974.0 974.6 974.8975.4 975.4 974.7 974.9 975.0 975.3 975.1 975.3 972.7 972.9972.8 972.6 971.8 972.0 972.2 972.3 972.5 972.5 974.8 975.5 979.9 977.3 977.2 976.8 976.3 975.8 975.5 975.3 975.9 976.5 976.4 975.7974.6 974.5 974.5975.3975.9976.7977.2978.2981.1 982.0 979.4 977.9 977.3 976.6 975.8 975.3 975.8 976.2 977.1 976.0976.2 977.7979.6980.7 981.5982.6 982.8 982.5 982.2 980.0 979.5 981.4 981.0 971.1 970.6 970.3 969.8 969.5 969.3 969.3 969.9 970.1 970.4 970.8 971.1 970.9 971.0 970.6 970.3 969.9 969.3 969.2 970.0 970.1 970.5 970.9 971.4 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973.7 COL 973.0 COL COL 977.55" CRAB 978.9 978.6 977.1 976.497 6 . 4 976.6 973.6 97 4 . 3 976.6 977.0 979.1 978.9 977.0 979.0 976.2 979.0 97 6 . 9 976.9 97 9 . 0 977.0 977.4 977.4 977.3 977.2 963.8 963.6 977.2 977.1977.2 977.1976.7 976.7976.7 976.6 976.6 976.5 976.5 976.9 DUST977.1 DUST EB 975.1 973.5 973.2 976.0 978.0 979.6 980.5 982.4980.9978.2 976.8 976.9976.9 976.8 976.5 977.32-3" ELM 974.2EM 977.2EM EM EM EM 973.9 973.8 973.7 973.0 973.6 973.9 974.0 974.1 974.0 994.0 994.1 995.6 995.8 962.3 960.9 962.2 962.5 962.5 962.5 963.2 1005.6 1008.0 1012.7 974.4 1002.2 1017.6 963.5 963.2 963.4 963.3 964.4 962.8 962.4 962.5 964.8 963.8 964.1 964.5 963.6 963.5 964.2 965.0 966.2 966.2 969.1 968.7968.4968.0967.7967.4 967.3 967.5 968.0 966.5 966.9 968.0 968.7 968.1 968.1 968.4 968.5 968.5 968.9 993.0 996.2 992.6 988.6 985.0 982.2 980.1 980.2 979.8 979.1 978.8 979.1 980.4 982.9 986.0 1002.7 1003.7 1003.5 1002.5 1001.0 1000.0 981.5 981.2 981.6 981.8 982.1 981.9 982.3 982.7 984.0 983.4 BE 977.3FH 976.8FH 975.0 FH FO SIGN 97 8 . 5 979.7FOL 976.8FP 967.0 FP 971.1G 97 4 . 9 G 974.9G 975.1G 975.3 G 975.4 G 975.6G 979.2 G 979.3 G 979.4G 975.1G 975.7G 976.4G 978.6G 979.5 G 980.7G 974.0G 974.4 G 983.3 G 980.9 G 968.3GATE 965.6 GATE 965.7GATE 968.1GATE 973.7GATE 973.5 972.8GATE 973.9GATE 974.3GATE 970.6 GATE 973.4GATE 976.9GATE977.0GATE 977.1GATE 976.8GATE 972.3GATE 971.6GATE 971.3 GATE971.3GATE 972.7GATE 972.7GATE 972.6 GATE 972.6 GATE 974.3 GATE 965.1FOUL POLE 977.3GM 975.0 GM 977.3GP 977.4GP 976.6GP 990.6 990.7 990.2 990.2 990.2 990.2 990.0 990.1 990.1 990.3 989.4 989.4 989.3 989.2 989.1 989.2 989.2 989.3 968.8 968.9 968.8 968.5 968.5 968.6 968.5 968.5 968.3 968.1 968.0 968.1 967.9 967.9 967.9 968.0 968.0 968.0 968.0 968.0 968.0968.2 968.2 968.2968.4 968.4 968.4 968.2 968.1 968.1 968.0 968.1 968.1 968.0 968.2 968.0 968.1 968.2968.3 967.9 967.9 967.9 967.8 967.6 967.5 967.6 967.9 967.5 965.8 965.7 965.7 968.1 968.1 968.0968.1 96 8 . 2 968.1 968.2 968.0 964.26" HACK 972.8 HCR 972.2 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TC 973.0 TC 973.4TC973.9TC 974.3 TC974.6TC 975.0TC975.3TC 976.3 TC 975.9 TC 975.5 TC 975.1 TC 974.6 TC 974.1TC 973.6 TC 973.1TC 972.6 TC 972.2TC 971.7TC 971.3TC 970.9TC 970.5TC 970.0 TC 969.9 TC 970.4 TC 970.7TC 971.2 TC 971.7 TC 972.1 TC 972.7 TC 973.2 TC 973.6TC 974.0 TC 974.6TC 976.7 TC 975.5 TC 975.2TC 974.7 TC 974.4 TC 974.0 TC 973.5TC 973.4TC 973.4 TC 972.9TC 972.6 TC 972.1TC 971.9 TC 971.4TC 971.5 TC 971.2 TC 970.9 TC 971.5TC 971.3 TC 970.9 TC 970.5 TC 970.2 TC 970.5 TC 970.6TC 970.9 TC 971.3 TC 971.7TC 972.1TC 972.3TC 972.2TC 972.7TC 973.2TC 973.5TC 974.0TC 974.5 TC 975.3 TC 975.8TC 975.6 TC 975.0 TC 974.6TC 974.3 TC 973.7TC 973.2TC 972.8TC 972.7TC 972.5TC972.5TC 972.2 TC 971.9TC 971.5 TC 971.1TC 971.9 TC 973.7TC 973.4 TC 973.2TC 972.9TC 972.6TC 972.3 TC 97 4 . 9 TC 976.0 TC 975.7 TC 975.7 TC 975.1TC 975.0 TC 976.1TC 976.4 TC 976.6 TC 976.9TC 978.7TC 979.0TC 979.3TC 979.5TC 980.1TC 979.9TC 980.2TC 980.4TC 980.8 TC 981.1TC 976.5 TC 976.3 TC 975.0 TC 975.1 TC 975.2 TC 975.5 TC 975.6 TC 975.8 TC 976.1 TC 976.3 TC 976.7 TC 976.9 TC 977.2 TC 978.5TC 978.8 TC 979.0TC 979.3TC 979.4TC 979.7TC 979.9 TC 980.2 TC 980.5TC 980.9TC 980.5TC 980.6 TC 980.3TC 979.9TC 979.5TC 979.0 TC 978.4 TC 978.1TC 977.7 TC 977.5 TC 977.3TC 977.2TC 977.0TC 976.9 TC 976.7TC 976.6TC 976.5TC 976.4TC 976.1TC 976.0TC 975.8 TC 975.4 TC 975.0 TC 974.6TC 974.1 TC 973.8 TC 973.5TC 973.0TC 972.7 TC 972.1TC 971.7TC 971.2TC 970.8 TC 970.5 TC 971.1TC 971.3TC971.6 TC971.9TC 972.2 TC 972.4 TC972.6TC 973.0 TC973.3 TC 973.7TC974.0TC 974.5TC974.9TC975.4TC 975.8 TC 976.2 TC 976.4TC 980.0 TC 974.1 TC 974.1 TC 974.3TC974.3TC 974.3TC 974.4 TC 974.6TC 974.6 TC 974.7 TC974.8 TC 974.9TC 974.9TC 973.9TC 974.2TC 974.1 TC 972.4 TC 972.3TC 97 2 . 1 TC 970.7 TC 970.6TC 970.5TC 970.7 TC 969.6 TC 969.8TC 969.9TC 969.8TC 975.1 TC 975.4TC 975.5 TC 975.8 TC 976.1TC 976.3TC 984.3 TC 985.9TC 987.6TC 989.8TC 992.0TC 994.2 TC 996.4TC 998.7TC 1000.7TC 1002.4TC 1004.6TC 1006.7TC 1008.5TC 1010.0 TC 1011.5TC 1011.7 TC 1011.2TC 981.1TC 981.6 TC 981.9TC 982.3 TC 983.1TC 981.4TC 981.3 TC 981.8TC 982.1 TC 982.6 TC 983.2 TC 984.2TC 984.3 TC 985.4 TC 987.4 TC 986.4TC 989.0 TC 990.5TC 991.6TC 993.2 TC 995.0 TC 996.5 TC 998.2 TC 1000.6 TC 1002.4 TC 1004.9 TC 1006.8 TC 1008.7TC 1009.4TC 969.5TC 969.1 TC 969.1 TC 969.2TC 969.2TC TCS TCS TCS 973.6 TD 975.0TN975.1TN 975.1TN975.1 TN 980.5TRANS 976.8TRANS 965.1 TRANS 976.4TRANS 975.4TRANS TRANS TRANS TR A N S 97 9 . 0 976.3 UGC 964.1WAF 986.5 WMH 977.6 977.1 WV WV 974.9 WV WV 974.1 WV 976.7 976.7 971.4 973.3 970.4 976.4 976.9 976.4 975.9 975.6 979.1 977.5 977.0 976.9 97 4 . 0 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S T R E E S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E SG R A V E L G R A V E L G R A V E L CONC G R A V E L 973.6CBOX 973.5CBOX 973.6CBOX 974.0 EB 973.6EB 97 3 . 0 EB 976.5WV CONC CONC G R A V E L CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 20 FOOT CHAIN LINK FENCE 6 F O O T C H A I N L I N K FE N C E 6 FOOT CHAIN LINK FENCE G R A V E L CONC CONC B I T U M I N O U S C O N C R E T E 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 BE BE 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A 1022.2 1024.1 1025.0 1028.1 1028.9 1029.5 1029.1 1008.9 1004.0 1000.6 1018.1 1020.7 1021.5 1020.3 1021.2 1022.7 1024.7 1027.4 1029.0 1023.3 1015.1 1008.8 1001.2 999.2 995.1 1001.4 1000.5 993.1 B I T U M I N O U S CONC CONC CONC CONC CON C CON C R E T E BLEA C H E R S 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENCE 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E CONCRETE WALL CONCRETE WALL HYD CONC CONCRET E CO N C R E T E CO N C R E T E LA LA CONCRETE 50 50 50 50 CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E 50 50 CONC WO O D WA L L WO O D WA L L CO N C CO N C CONC CONC CO N C CO N C CO N C CO N C CO N C [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] SI G N CONCRETE WALL CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S 1-5 1-4 1-3 1-2 1-1 1-8 1-9 1-24 1-7 1-6 WETLAND FLAGS (SEE GENERAL NOTE 2) 996.42-8" BOX8" ELM8" ELM 9" ELM 1006.2 18" ELM 996.324" ELM 986.28" ELM10" HACK 18" HACK 9" HACK 20" HACK 14" HACK 10" HACK 999.88" HACK 1000.4 12" HACK 998.1 24" HACK 995.8 8" HACK 991.3 10" HACK 1002.0 24" OAK 30" OAK 1012.911" OAK 20" OAK 974.7 97 5 . 2 975.9 975.9 975.9 975.6 975.2 974.9 975.1 981.5 980.7 979.9 979.7 979.4 10 0 6 . 0 10 0 5 . 6 1004.5 1006.9 1001.5 10 0 2 . 0 10 0 1 . 3 998.3 996.4 991.8 992.8 985.398 6 . 5985.4985.5985.7985.9986.0986.2986.3 986.1 986.0 986.3 986.1 985.3985.5985.7986.0 986.0 985.7 985.5 985.2 979.1 979.3 979.3 979.2 978.9 978.4 978.7978.9 981.7 98 3 . 8 981.4 978.7 982.1 982.2 982.5 1004.6 1004.71005.0 1001.3 997.8 998.6 998.9 998.5 1004.5 1006.4 1006.81003.9 1006.3 1005.7 1004.7 983.9 983.0 977.9 976.5 982.7 982.3 981.4 980.7 980.2 975.1 974.5 973.9 973.6 973.3 972.8 972.4 972.1 971.6 971.2 970.8 970.4 970.0 969.6 969.4 969.2 969.4 969.7 970.0 970.1 970.5 971.0 971.3 971.6 971.9 972.2 972.5 972.8 973.2 973.6 973.9 974.3 974.7 975.0 975.5 975.8 975.6 975.1 969.1969.1969.5969.8970.2970.5970.9971.3971.8972.3972.7973.0973.5973.9974.2974.6974.9975.3975.5 97 5 . 4 971.3 971.5971.7971.9972.3972.5972.8973.0973.3973.7974.0974.4974.7975.2975.5976.0976.3 976.1 975.7 975.2 974.8 974.4 974.0 973.7 973.3 972.9 972.6 972.3 972.1 971.9 971.7 971.4 971.1 970.8 970.5 970.8 971.1 971.4 971.9 973.0 973.5 973.8 975.9975.9976.1976.2976.3976.4976.6976.8977.0977.3977.8978.3978.7979.1979.5979.8 979.3 979.0 978.7 978.3 977.8 977.3 976.8 976.3 975.9 975.8 975.7 975.6 975.5 975.5 975.4 975.3 975.3 975.2 975.1 974.7 974.3 974.5974.6974.6974.7974.8974.9975.1975.1975.3975.7976.1976.5977.1977.6978.0978.4 978.1 977.9 977.5 977.0 976.6 976.2 975.9 975.4 975.0 974.7 974.5 974.3 974.1 974.1 974.1 973.9 973.6 973.5 973.3 972.9 972.5972.6972.8972.9973.2973.3973.5973.7973.9974.1974.5974.9975.2975.7976.1976.5976.9977.2 976.8 976.6 977.4 977.7 978.0 978.7 978.9 979.9 975.7 975.4 974.3 974.5 974.8 974.9 975.0 975.2 975.3 975.6 975.8 975.9 976.1 976.3 976.6 976.8 976.9 977.2 977.4 977.7 977.8 977.7 978.3 978.7 979.0 979.4 97 9 . 6 980.0 980.2 980.4 980.7 981.0 981.3 981.6 981.9 982.3 982.7 983.6 983.5 984.3 985.3 986.7 988.3 990.0 991.7 993.5 995.1 997.1 998.8 1000.5 1002.3 1004.0 1005.8 1007.5 1008.9 1010.3 1011.6 973.4 973.4 973.7973.3973.6973.6973.9973.8973.7973.5973.4 973.5 973.4 973.5 973.6 973.5 973.5 973.4 973.5 973.8 973.3973.4973.6973.4973.3973.4 973.5 973.4 973.3 973.3 973.3 973.5 973.4 973.5973.5 973.5 973.5973.5 973.5 973.5 973.4 973.4 973.5 973.4 973.6 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.4 973.5 973.5 973.5 977.5 97 2 . 7 972.6 973.4 973.1973.1 972.7 972.6 97 2 . 2 972.7 97 3 . 0 973.4 972.7 972.8 971.7 971.5 971.9 972.4 972.7 973.3 97 2 . 9 972.1 972.0 973.5 972.0973.6 972.4 972.3 973.3 973.2 971.7 972.1 973.4 973.1 973.8 976.6 977.0 977.0 972.8 972.7 973.6 973.7 973.1 973.7 973.6 973.2 973.0 973.4 972.8 973.2 97 3 . 8 97 3 . 7 973.3 973.6 974.0 974.5 974.5 974.9 97 4 . 9 975.0 97 4 . 9 97 5 . 1 97 4 . 6 972.3 971.2 970.6 969.9 969.7 973.5 97 4 . 8 974.4 974.097 4 . 2 973.7 973.6 973.7 973.9 974.1974.7 974.2975.9 985.0 984.9 977.4 976.3 975.1 973.4 973.4 973.7 973.9 973.3 971.1 973.1 973.8 973.6 973.5 973.2 973.2 966.8 968.6 968.3 968.1 979.0 979.5 981.4 983.7 980.8980.9 987.8 993.3 998.1 993.6 989.0 984.0 1000.7 1001.6 1004.3 984.3 988.5 984.5 980.8 980.2 980.7 983.9 985.3 981.4 982.0 987.0 987.9 985.8 984.3 986.9 991.3 992.0 995.2 995.2 993.9 992.3 991.1 990.6990.3 965.9 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.2 973.4 973.5 973.6 973.6 973.6 973.4 973.3 97 3 . 2 973.3973.4973.5973.6973.6973.4973.3973.2 973.1 973.3 973.5 973.6 973.6 973.4 973.3 973.2 973.2973.3973.4973.5973.5973.4973.3973.2 973.1 973.3 973.4 973.5 973.5 973.4 973.3 973.2 973.1973.3973.3973.5973.6973.4973.3973.2 973.2 973.3 973.4 973.6 973.6 973.4 973.3 973.1 973.2 973.3 973.4 973.6 973.6 973.4 973.3 973.2 973.2973.3973.4973.5973.6973.4973.3973.2 973.2 973.3 973.5 973.6 973.6 973.4 973.3 973.1 973.2973.3973.4973.5973.5973.4973.2973.1 973.1 973.2 973.4 973.5 973.5 973.4 973.2 973.1 973.1973.4973.4973.6973.7973.5973.4973.3 973.5 973.5 973.5 973.7 974.0 974.2 973.4 973.6 973.7 973.8 973.6 973.5 973.4 973.3973.5973.6973.6973.5973.4 973.3 973.3 973.4 973.3 975.4 AGP 975.9 975.2 98 5 . 1 985.1 981.7 981.9 981.3981.2 98 0 . 6 980.7 98 0 . 2 98 0 . 2 979.8 979.9 980.0979.8 97 5 . 1 97 5 . 0 97 5 . 4 97 5 . 6 97 5 . 7 97 6 . 1 975.6 97 5 . 6 97 9 . 9 979.5 97 9 . 5 97 9 . 7 972.5 972.6 972.6 972.9 973.5 973.7 973.8 973.8 973.8 973.7 973.7 973.7 973.7 973.8 973.8 973.8 973.9 973.8 973.8 972.9972.4 971.3 971.7972.3 974.4 974.3 975.0 975.2 975.1 976.7 976.8 976.7 976.4 976.7 976.9 97 6 . 8 97 6 . 7 97 6 . 7 97 6 . 5 97 6 . 3 976.6 976.4 976.0 974.8 975.4 975.7 975.4 975.2 974.9 974.6 974.5 974.9 975.3 9 7 6 . 3 976.8 976.7 976.7 976.7 975.4 974.8 974.7 974.8 975.0 976.6 976.6 975.7975.4 975.2 975.1 974.9 974.8 974.9 975.2 975.4 975.7 975.9975.5 975 . 0 975.6 975.8976.0 977.3 977.0 976.8 976.9 976.9 97 7 . 0 97 7 . 1 977.1 977.1 977.1 977.1 97 7 . 2 97 7 . 2 977.1 977.1 977.0 977.1 977.0 977.0977.2 97 7 . 2 976.9 977.1 976.6 976.2 979.5 979.7 9 7 9 . 2 9 7 9 . 0 977.5 977.5 975.7 97 6 . 0 976.7 976.9977.1 975.6 975.9 976.1 978.1 978.5 978.9 979.3 980.2 979.7 980.8 980.9 981.3 981.4 982.4 982.3 983.2 983.3 984.5 984.5 986.0 98 6 . 4 986.9 986.7 986.6 988.3 988.6 992.8 992.6 996.3 996.2 999.8 999.7 1003.2 1003.4 1007.3 1007.0 1011.3 1011.5 1016.0 1015.8 1021.6 1021.6 1026.8 1027 . 0 1028.8 1028.9 1029.6 10 2 9 . 3 97 5 . 3 BE 975.4BE 975.4 BE 977.1 BTL 977.4 977.6BTL 975.8BTL976.2BTL 974.3 BTL 973. 7 BTL 973. 8 BTL 97 5 . 2 975.9 985.2 985.2 985.2 985.2 985.1 985.3 985.2 973.6 973.6 973.6 973.6 973.6 973.5 973.6 973.6 978.2 97 8 . 4 97 8 . 5 97 8 . 2 977.5 97 7 . 9 97 7 . 9 97 7 . 9 973.2 973.2 973.2 973.2 973.2 972.9972.9 972.7 972.7 972.7 972.7 972.6 972.7 972 . 9 972.8 973. 1 973.1 976.2 974.2 973. 4 973.4 973.4 973.4 973.4 973.4 973.4 973.4973.4 973.3 973.4 973.4 97 5 . 7 97 5 . 7 97 5 . 6 97 5 . 6 97 5 . 6 97 5 . 4 975.3 975.2 97 3 . 4 97 3 . 1 97 5 . 8 97 5 . 0 975.0 97 5 . 0 975.0 975.7 97 5 . 7 97 5 . 5 97 5 . 5 975.5 975.5 975.3 975.2 974.3 973.8 97 3 . 3 973.1 973.2 975.8 977.2 977.1976.9 977.0977.1 97 7 . 2 976.9 976.8977.2 977.2 976.8 981.8982.1 973.6CAMERA 976.4CAMERA 974.9 CELT 986.5 971.9 972.5 986.5 986.51000.7 973.6 973.6 973.7 973.6 973.5 973.7 973.5 973.6 973.8 973.8 973.8 973.8 973.6 973. 8 973.8 973.8 973.7 973.7 973.8 973.7 973.7 973.8 973.9 973.9 97 3 . 9 973.8 973.8 973.7 973.7 973.7 973.7 973.7 973.8 973.8 973.9 973.7 973.7 973.8 973.7 973.7 973.6 973.7 974.1 973.9 973.7 973.6 CONDUIT 975.5 975.3 975.5 98 4 . 9 984.9 985.1 97 5 . 2 985.2 985.3986.0 974.8 97 4 . 8 974.8 97 5 . 0 975.1 97 5 . 1 97 5 . 0 975.0 975.0 974 . 7 974.8 974.2 983.6 981.5999.5 974.2CWT 975.8 CWT 982.7 980.9 980.2 980.1 980.7983.6986.0989.5993.1996.2999.2999.8999.1998.0997.2 996.6 996.6 1000.2 980.8 980.6 98 0 . 5 985.5 983.9 987.4994.0 999.5 1002.3 1003.2 1007.7 1011.4 1010.2 1005.0 1002.5 994.6 993.8 983.0 1002.3 1000.5 1002.4 1005.7 1007.1 1007.7 1005.6 1006.8 1000.0 995.1 989.8 10 2 8 . 5 1029.4 1022.7 1024.1 1016.1 1017.31012.1 1007.41003.7 1007.8 1004.41001.4 999.1 964.7 964.3 964.5 965.0 965.2 965.7 966.5 966.3 965.1 974.3 974.2 974.2 974.8 974.3 974.4 97 5 . 4 973.7 973 . 3 FP 975.7GATE 975.2 GATE 985.3 GATE985.3 985.2 GATE 985.2 GATE 971.9 GATE 97 3 . 7 GA T E 975.6 GATE GATE 974.2 GATE976.4 973.7GATE 973.7 GA T E 973.8 973.7 GATE 973.6 GATE 973.7 973.6 GATE 973.6 GATE 973.8GATE 97 3 . 7 GATE G A T E 973.7 GATE 974.3 GATE 974.3 973.7 GATE GATE 975.9 975.9 975.9 985.6GLP 973.7 GLP GP GPGP GP GP GP GP 971.7 976.0 975.5 975.9 978.4 978.1 977.9 978.0 976.3 97 7 . 9 HC R 977.5HCR 977.8HCR 97 7 . 2 HC R 972.4HCS 972.3HCS HCS HCS 975.8 HCSHCSHCS975.9 HCSHCS 973.3HH 980.5HH 996.4HHE 984.1HHE HHE HHE HH F 980.4 HHF 996.8LP 980.1LP 981.4 LP 984.9LP 978.6 LP 971.8 971.9971.9 971.8 975.5 975.9 975.5 976.0 975.4 975.8 975.4 975.8 975.4 976.7 978.2 978.0 976.5 976.4 976.3 975.9 976.8 975.6 975.4 975.5 976.0 976.0 975.8 975.6 OD 972.1 PKS PKS PKSPKS PKS975.9 PKS PKS PKS PKSPKS PKS 971.6 971.2 970.8 970.5 970.2 970.8 971.1 971.5 975.5 975.7 975.9 976.2 975.8 975.6 975.1 974.8 975.0 975.1 975.4 975.1 974.8 974.4 974.0 974.3 974.5 974.7 974.4 974.2 973.8 973.5 973.7 973.8 974.1 973.8 973.6 973.2 972.8 973.0 973.3 973.4 973.1 972.9 972.8 972.6 972.4 972.7 972.9 972.6 972.5 972.4 972.2 971.9 972.1 972.3 972.4 972.2 972.0 971.7 971.4 971.6 971.8 972.0 971.8 971.6 971.2 970.9 971.2 971.4 971.6 971.5 971.3 970.7 97 0 . 6 97 1 . 0 97 2 . 4 972.8 973.0 973.3 973.7 97 4 . 0 974.3 974.6 975.1975.1 974.7 974.4 973.7 973.5 972.9 972.4972.6 973.1 973.4 973.6 973.9 974.3 974.4 974.7 975.0 975.1975.2 974.8 974.5 974.0 973.8 973.3 972.8972.8 973.5 973.7 973.9 974.2 974.4 974.6 974.9 975.1 975.3975.3 974.9 974.7 974.3 974.0 973.6 973.1973.3 973.7 974.0 974.1 974.3 974.6 974.8 975.0 975.2 975.4975.5 975.1 974.9 974.5 974.3 973.9 973.5973.7 974.0 974.2 974.4 974.6 974.7 975.0 975.3 975.6975.7 975.5 975.3 975.1 974.8 974.6 974.4 974.2 973.9974.1 974.3 974.8 975.0 975.3 975.4 975.7976.0 975.9 975.7 975.6 975.5 975.3 975.1 974.9 974.7 974.4974.9 975.1 975.6 975.8 976.0 976.1 976.5976.9 976.8 976.6 976.3 976.1 976.0 975.4 975.2975.6 975.8 976.0 976.2 976.5 976.6 976.8 977.0 977.2 977.3977.8 977.4 977.2 976.9 976.7 976.3 976.0976.3 976.6 976.8 977.1 977.4 977.8 978.0 978.2 978.3978.8 978.7 978.5 978.3 978.0 977.8 977.5 977.3 977.1 976.9 979.0 979.1 979.4 979.2 978.8 978.4 978.5 978.7 978.3 977.8 977.3 977.7 977.9 977.5 976.9 976.4 976.8 977.2 976.7 976.1 976.0 976.3 976.5 976.5 975.9 975.8 976.0 976.3 976.3 975.7 975.6 976.0 976.2 976.1 975.7 975.6 975.5 976.2 976.2 976.3976.3 976.1 976.1 975.3 975.1 975.6975.7975.8 976.0 976.2 976.3 977.8 977.5 977.2 976.9 976.7 976.5 976.1 976.0 975.9 976.4976.5 976.7 976.8 976.6 975.5 975.5 975.8 976.4 975.7 976.2 975.9 976.1976.2976.3 973.7 973.8 973.7 973.8 973.8 973.8 973.8 973.8 973.8 973.7 973.8 973.8 973.8 973.8 973.9 97 3 . 7 973.8 973.7 973.7 973.7 973.7 973.7 973.8 973.7 973.7 973.7 973.7 973.7 97 3 . 8 973.8 9 7 3 . 7 9 7 3 . 7 9 7 3 . 8 97 3 . 8 973. 8 973.8973.7 973.7 973.8 973.7 973.8 974.0 974.3974.3 974.3 97 4 . 0 973.8 973.7 973.7 973.7 973.7 973.7 973.7 973.7 973.8 973.7 973.7 973.8 973.7 973.7 973.3 973.2 973.3 973.5 973.7 973.8 973.9 973.7 973.6 973.3 973.3 973.3 973.2 973.3 973.2 973.3 973.2 973.2 973.2 973.2 973.2 973.2 973.2 973.2 973.2 973.2973.5973.7973.8 973.9973.8973.5973.2 973.2 973.3 973.2 973.3 973.3 97 3 . 2 97 3 . 2 97 3 . 2 97 3 . 2 97 3 . 3 97 3 . 2 97 3 . 2 97 3 . 2 975.2 974.9 974.997 5 . 2 975.2 974.9 97 4 . 9 975.3 973.3 SCOREBOARD 973.3 SCOREBOARD 972.7SKIM 972.4SKIM 972.8 SKIM 977.5 STC 974.2STC 973. 9 STC 973.7STC 973.7STC 973.7STC 973.8STC 973.7 STC 973 . 7 STC 9 7 3 . 8 S T C 973 . 7 STC 973.7 STC 973.7 STC 973.7 STC 973.7 STC 973.7STC 973.7 STC 973.7 STC 984.8 977 . 6 978.0 TAD 977.4 TAD 972.1 TC 974.6TC 974.0TC 976.1TC 975.6TC 979.8TC 976.4TC 972.3 TC 972.2 TC 977.3TC 977.4 TC 978.2TC 978.4TC 978.4 TC 978.5 TC 978.5 TC 978.4TC 978.3 TC 978.2TC 97 7 . 9 TC 977.6TC 977.5 TC 977.5TC 97 7 . 3 TC 977.2 TC 977.0 TC 975.9TC 976.5TC TCS TCS TCS 984.5 TCS 980.6980.9980.9981.2985.5 972.4 973.2 973.9 974.7 984.9 984.4 976.1 976.6 981.3 976.3 983.4 984.9 983.3 982.9 978.4 976.2 975.7 976.8 975.0 974.6 973.7 975.2 984.9 981.1 983.2 985.0 980.9 980.5 980.5 982.0 978.4 97 6 . 3 975.7 980.0 980.0 976.5976.8 977.4979.6984.3988.6 993.3 997.91001.9 1004.1 1004.81004.81005.2998.7 1001.2 976.6 977.3 978.1 974.8 973.2 977.0 976.1975.8 1001.2 PIPELINE SIGN 1027.9 1015.91009.51006.0993.0985.6984.2983.1982.2981.4 981.1 980.8980.2979.7 WV BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD 972.8 973.4 973.4 973.5 974.3974.5974.2973.8973.2 973.7 974.5 975.0 975.3 974.8 974.8 974.9 974.8 975.1975.2975.2975.1 975.5 975.5 975.5 975.4 975.7975.7975.8975.7 978.7 978.6 977.7 977.6 977.0 977.1 976.9 976.9 973.24 TD 973.22 TD CO N C 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ON CONCRETE WALL 4 FT CHAIN LINK FENCE ON CONCRETE 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L L O T 1 L O T 1 L O T 1 L O T 1 B L O C K 1 B L O C K 1 B L O C K 1 B L O C K 1 10 1010 10 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN EDGE OF MOWED GRASS EDGE OF MOWED GRASS SAFETY NETTING A R T I F I C I A L T U R F BI T U M I N O U S CONCRETE CONCRETE CONCRETECONCRETE CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 N89°57'27"E 553.95 N89°57'27"E30.00 S0 ° 0 2 ' 3 3 " E 50 . 0 0 S 8 9 ° 5 7 ' 2 7 " W 3 0 . 0 0 N0°02'33"W50.00 PAD EASEMENT AREA PER DOC NO 880039 CO N C R E T E C O N C 986.4 986.5 986.6 986.5 986.2986.3986.2986.2 985.9986.1986.0985.9 985.5 985.7 985.6 985.7 986.6 986.8 < 987.0 GATE GATE 986.1TN 986.1 TN 986.1TN 986.1TN 981.310"BAS 979.1 10"MPL 976.110"MPL 971.911"BAS 978.511"MPL 977.912"MPL 976.215"MPL 964.5 15"PIN 964.615"PIN 976.216"MPL 975.216"MPL 963.817"PIN 975.018"BOX 975.8 962.72_12"TR 979.53"POP 980.97"BAS 976.77"MPL 971.58"BAS 977.28"MPL 975.9 9"ASH 972.6 9"BAS 972.79"BAS 976.5 9"MPL 977.6 9"MPL 964.310" BAS 964.78" BAS 964.713" BAS 972.5 14" BAS 972.514" BAS 972.813" BAS 972.8 13" BAS 973.310" BAS 971.9 13" BAS 972.113" BAS971.513" BAS 971.513" BAS 981.013" BAS 981.810" BAS 977.55" CRAB 975.1 973.5 973.2 976.0 978.0 979.6 980.5 982.4980.9978.2 977.32-3" ELM 994.0 994.1 995.6 995.8 96 2 . 3 96 0 . 9 962.2 962.5 962.5 962.5 963.2 1005.6 1008.0 1012.7 974.4 1002.2 1017.6 963.5 963.2 963.4 963.3 964.4 962.8 962.4 962.5 964.8 963.8 964.1 964.5 963.6 963.5 964.2 965.0 966.2 966.2 969.1 968.7968.4968.0967.7967.4 967.3 967.5 968.0 966.5 966.9 968.0 968.7 968.1 968.1 968.4 968.5 968.5 968.9 993.0 996.2 992.6 988.6 985.0 982.2 980.1 980.2 979.8 979.1 978.8 979.1 980.4 982.9 986.0 1002.7 1003.7 1003.5 1002.5 1001.0 1000.0 981.5 981.2 981.6 981.8 982.1 981.9 982.3 982.7 984.0 983.4 964.26" HACK 985.515" MPL 987.5 15" MPL 989.28" MPL 991.818" MPL 994.315" MPL 996.815" MPL 998.6 12" MPL 972.812" MPL 972.5 12" MPL 972.112" MPL 969.2 12" MPL 969.3 12" MPL 969.812" MPL 971.33-9" MPL 971.012" MPL 970.512" MPL 971.0 14" MPL 970.813" MPL 970.913" MPL 971.313" MPL 965.713" PINW 965.418" PINW 977.4 18" SPR 965.37" SPR 965.07" SPR 996.42-8" BOX8" ELM8" ELM 9" ELM 1006.2 18" ELM 996.324" ELM 986.28" ELM10" HACK 18" HACK 9" HACK 20" HACK 14" HACK 10" HACK 999.88" HACK 1000.4 12" HACK 998.1 24" HACK 995.8 8" HACK 991.3 10" HACK 1002.0 24" OAK 30" OAK 1012.911" OAK 20" OAK 985.5 983.9 987.4994.0 999.5 1002.3 1003.2 1007.7 1011.4 1010.2 1005.0 1002.5 994.6 993.8 983.0 1002.3 1000.5 1002.4 1005.7 1007.1 1007.7 1005.6 1006.8 1000.0 995.1 989.8 10 2 8 . 5 1029.4 1022.7 1024.1 1016.1 1017.31012.1 1007.41003.7 1007.8 1004.41001.4 999.1 982.0 1 TR 983.4 2 TR 976.03 TR 977.75 TR 979.4 7 TR 981.29 TR 983.0 10 TR 974.96 TR 973.4 4 TR 977.08 TR 994.5 11 TR 999.5 12 TR 1002.2 13 TR 1003.0 16 TR 999.3 14 TR 1000.7 15 TR 1002.5 19 TR 1009.4 20 TR 1010.5 21 TR 1015.822 TR 1017.4 23 TR 1021.6 26 TR 1023.2 27 TR 1024.4 29 TR 1025.0 30 TR 1025.2 31 TR 1024.5 32 TR 1024.533 TR 1021.738 TR 1024.3 37 TR 1026.3 36 TR 1017.4 40 TR1019.5 41 TR 1017.9 43 TR1016.044 TR 1018.6 25 TR 1012.9 45 TR 993.3 52 TR 992.7 51 TR 991.1 50 TR 989.4 53 TR 988.7 54 TR 994.9 49 TR 994.9 48 TR 995.9 47 TR 995.1 46 TR 991.1 63 TR 991.6 64 TR 987.8 62 TR 986.9 57 TR 985.2 55 TR 985.7 56 TR 985.4 60 TR 61 TR 984.0 58 TR 984.2 59 TR 991.3 65 TR 995.9 67 TR 1000.0 69 TR 1004.0 70 TR 1012.5 74 TR 1010.8 75 TR 1018.5 39 TR 1004.2 72 TR 999.071 TR 998.4 78 TR 1002.577 TR 994.3 81 TR 994.4 82 TR 993.6 83 TR 991.5 84 TR 989.0 87 TR 989.4 89 TR 987.8 88 TR 987.0 93 TR 987.2 94 TR 988.2 66 TR 984.7 95 TR 973.8 96 TR 982.1 97 TR 981.3 98 TR 99 TR 980.9 100 TR 982.1 104 TR 982.9 105 TR 995.7 79 TR 995.2 80 TR 1001.3 18 TR 17 TR 1024.2 28 TR 1014.0 24 TR 1021.8 35 TR 1019.4 42 TR 1012.8 73 TR 1022.2 34 TR 999.3 68 TR 989.2 91 TR 90 TR 991.5 86 TR 991.4 85 TR 975.8 177 TR 977.1 176 TR 977.2 175 TR 976.9 174 TR 977.2 173 TR 977.5 172 TR 977.9 171 TR 978.1170 TR 978.4 169 TR 978.6 168 TR 979.3 167 TR 979.6 166 TR 993.8 164 TR 990.2 165 TR 987.9 163 TR991.3 162 TR 985.0 161 TR 983.9 159 TR983.2 158 TR 985.2 160 TR 981.5 157 TR 983.9 156 TR 984.8 155 TR 987.0 154 TR 987.3 153 TR 989.9 152 TR 989.6 151 TR985.0 150 TR 980.9 149 TR 982.1 148 TR 981.8 147 TR 980.3 146 TR 980.3 145 TR 980.1 144 TR 980.9 143 TR 980.4 142 TR 979.9 141 TR 985.9 140 TR 984.7 139 TR 990.1 138 TR 990.4 137 TR 991.0 136 TR 991.1 135 TR 990.4 134 TR 988.2 133 TR 987.4 132 TR 987.5 131 TR 987.6 130 TR 985.8 129 TR 985.9 128 TR 985.3127 TR 984.3 126 TR 984.9 125 TR 981.9 124 TR 981.1 123 TR 980.6 122 TR 981.6 121 TR 981.6 120 TR 982.7 119 TR 984.8 118 TR 984.9 117 TR 978.4 116 TR 987.8 115 TR 990.3 114 TR 987.7 113 TR 985.5 112 TR 986.7 111 TR 986.2 110 TR 984.6 109 TR 983.2 108 TR 984.8 107 TR 986.1 106 TR 982.4 103 TR 981.3 102 TR 981.7 101 TR 992.8 092 TR FFE : 977.3 S D D D D D D D S S SS S S D D D D D D D D D D D PROPOSED ACTIVITY CENTERFIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION RELOCATED GARAGE SKYWAY LINK PROPOSED TENNIS COURTS DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R C3.01 GRADING AND DRAINAGE PLAN - OVERALL SB-1 TP X 955 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / TEST PIT LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED SURGE BASIN (SB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND X X 1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. 2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. 3.OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 5.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 6.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. 7.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 8.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 9.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. 10.REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, SHEET XXX, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. 11.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 12.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 13.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. 14.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 15.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. 16.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 10.1 OR 10 SHALL BE UNDERSTOOD TO MEAN 1010.1 OR 1010. 17.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. 18.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 19.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. 20.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED. 21.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. REFER TO LANDSCAPING PLANS FOR SOD AND SEED LOCATIONS. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 22.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 23.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 24.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 25.ALL WATERMAIN SHALL BE AWWA C900, CAST IRON OD, DR 18, PVC PIPE INSTALLED IN ACCORDANCE WITH ASTM D2321. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). 26.ALL WATER SERVICE PIPE SHALL BE COPPER TYPE K CONFORMING TO ASTM B 88-62. ALL WATER SERVICE PIPING SHALL HAVE MINUMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). 27.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 28.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 29.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 30.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 31.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. b.ACCEPTABLE MANUFACTURERS / PRODUCTS: i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” iii. OR APPROVED EQUAL. 31.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 32.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 33.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNING CONSTRUCTION. 34.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 35.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 36.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND GUTTER. GENERAL NOTES REFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICES. REFER TO SPECIFICATION 31 00 00 FOR PROCEDURE ON HOW TO CALCULATE ACTUAL SOIL CORRECTION QUANTITIES. INCLUDE THE FOLLOWING QUANTITY FOR THE BUILDING PAD SOIL CORRECTION IN THE LUMP SUM BASE BID: XXX CUBIC YARDS BUILDING PAD SOIL CORRECTION QUANTITY 1.) BM #2 Located on top nut of fire hydrant 75 feet +/- SW of BE #1 Elevation = 978.72 2.)BM #5 Located on top nut of fire hydrant 110 feet +/- NE of BE #11 Elevation = 979.41 3). BM #8 Located on top nut of fire hydrant 35 feet +/- E of BE #28 Elevation = 977.17 BENCHMARKS (FIELD VERIFY BEFORE USING) 975.1 4"PEP 971.0 976.7976.4 976.7976.5 97 7 . 5 980.0 AIS 979.5 982.9 984.9 BLDG 984.3 BLDG 977.8 BLDG 977.8 BLDG 975.3 BTL 975.3 BTL 974.3 CB 974.2 CB 978.8 CB 976.0 CB 984.6 CB 984.5 CB 975.3 CB 975.4 CB 976.0 CB 974.9 CB 977.2 COL 977.2 COL 977.1 COL 986.4 COR 986.5 COR 990.8 COR 976.7 COR 977.1 COR 977.3 COR 977.3 COR 977.3 CHECK COR 878.2 CHECK COR 878.2 CHECK COR 881.0 CHECK UPPER COR 880.9 CHECK UPPER COR 882.3 CHECK UPPER COR 878.2 CHECK COR 977.7 INTERIOR COR 976.7 CHECK COR 977.2 CHECK COR 976.6 CHECK COR 976.7 CHECK COR 976.7 CHECK COR 976.7 CHECK COR 976.7 CHECK COR 976.8 CHECK COR 977.1 CHECK COR 976.9 CHECK COR 977.0 CHECK COR 977.1 CHECK COR 976.8 CHECK COR 976.7 COR 976.8 COR 977.3 COR 976.8 COR 976.7 COR 976.7 COR 977.0 COR 977.3 COR 977.4 COR 977.3 COR 977.3 COR 977.5 COR 977.4 COR 977.2 COR 977.4 COR 976.7 COR 977.7 COR 977.3 COR977.0 COR 977.0 COR 976.9 COR976.8 COR 975.6 DG 980.5 FOL 977.0 FOL 976.8 FOL 976.9 FOL 979.7 FOL 980.5 FOL 977.0 FOL 975.2 G 978.1 B HCPS 976.0 MH979.4 MH 976.5 MH 976.0 MH 976.0 MH 975.5 MH 976.7 MH 982.8 MH 984.1 MH 996.5 MH 978.0 MH 984.2 MH 984.5 MH 978.5 MH 975.7 NPS 975.8 NPS 975.5 NPS 975.5 NPS 975.5 NPS 975.8 NPS 975.8 NPS 975.5 NPS975.5 NPS 975.5 NPS 975.8 NPS 975.8 NPS 977.0 NPS 978.1 B NPS 978.2 B NPS 978.1 B NPS 978.1 B NPS 978.1 NPS 978.3 NPS 977.0 NPS 976.6 NPS 975.9 NPS 988.2 OVH 988.2 OVH 988.0 OVH 988.0 OVH 988.0 OVH 988.0 OVH 988.3 OVH 975.3 977.0977.0 977.1977.2977.3 977.5 977.6 977.8 977.8 978.0 977.9 977.6 977.4 977.2 977.1 976.9 977.2 976.8 977.2 977.1 976.7 976.6 976.5 976.4 976.1976.2976.3 976.0976.0976.0976.1976.2 980.1 TC 979.9 TC 980.1 TC 981.3 TC 983.0 TC 984.2 TC 984.2 TC 984.2 TC 981.9 UGC 978.1 UGC 977.0 UGC 976.1 UGC 975.5 UGC 975.6 UGC 980.9 UGC 980.6 UGC 980.4 UGC 978.7 UGC 977.0 UGC 976.2 UGC 975.5 UGC 975.5 UGC 976.6 UGC 976.7 UGC 975.5 UGC975.3 UGC976.0 UGC976.9 UGC 981.0 UGC 980.6 UGC 979.6 UGC 979.4 UGC 980.4 UGC 976.0 UGC 977.2 UGC 977.0 UGC 976.6 UGC 976.9 UGC 976.5 UGC 975.48 MH 976.90 MH 984.89 MH HYD X 1001 9 8 2 98 1 9 7 6 977 978 979 980 975 976 9 8 3 981 982 979 980 977 985 986 987 988 989 990 991 992 993 994 995 996 997 977 977 977 97 6 976 1002 1001 1000 1000 1001 1002 1003 1004 999 998 1005 1006 9 7 8 97 9 979 97 8 97 8979 977 976 97 697 7 97 8 975 974 975 98 0 98 2 983 9 8 4 987 986 990 988 989 991 992 994 995 996 997 998 1000 999 977 976 976 977 976 976 977 97 8 97 7 977 97 8 974975976978 977 972 973971 97 1 97 2 97 5 97 6 97 79 7 5 9 7 6 981982 97 897 998 0 97 6 97 5 97 6 976 976 977 978 990 985 990 985 980 976 977 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 40 40 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 981.3 10"BAS 979.1 10"MPL 976.1 10"MPL 978.5 11"MPL 976.2 15"MPL 976.2 16"MPL 975.2 16"MPL 975.8 979.5 3"POP 980.9 7"BAS 980.8 979.4 977.5 977.7 977.5 976.8 976.8 976.9 978.2 977.6 976.6 976.4 976.4 975.9 976.1 976.1 976.8 976.4 975.9 975.8 975.7 975.4 975.7 975.8 976.3 976.1 975.9 975.9 975.8 976.5 976.1974.7 975.4 975.4 975.6 975.9 976.2 976.8 976.8976.7976.8976.7976.7 975.4 975.9 976.0 975.6 975.1975.8 976.5 977.0 976.8 976.8 976.7 978.0 975.7 972.1971.1971.0 970.1 970.2 970.4 970.2 971.9 978.0 977.0 973.7 974.1 974.4 974.9 975.3 976.2976.1 975.9975.9 975.6 975.7 976.0 976.5 976.7 976.5 97 6 . 7 976.9 977.1 976.8 976.5 976.7 976.5 976.6 1012.6 976.2 976.4 980.8983.8989.0 992.5 994.8 995.0 994.5 993.2 991.1 988.7 986.6 985.4 984.6 982.1 981.0 980.2 979.6 986.0 984.8 978.9 978.3 986.7 986.2 977.7 977.1 987.0 982.8 976.7 976.7 996.5997.0996.4995.5995.1995.8 994.0 993.8 994.5 995.2 995.4 994.2993.4992.8993.0 991.3 991.3 992.0 989.8989.4989.6 988.0 987.3 987.7 986.2986.6 985.4 982.3 982.0 980.9 977.9977.1976.7976.6976.8977.1979.0 977.0 977.0 977.3 977.4 977.1 976.4 976.7 977.1 976.8 977.2 97 7 . 7 977.1 977.0976.9 977.0977.0977.0 976.8977.0 977.0977.0 977.1 977.3977.3 977.0 977.0 976.8 977.3 981.0 983.4 988.0 992.0 997.1 976.7 976.5 976.8 977.3 977.4 976.9 977.2 977.0 976.5 976.3 977.1 977.2 977.2 977.4 977.3 977.2 977.2 977.0 977.3 977.8 977.1 977.2 977.4 976.7 976.4 976.3 977.2 977.4 976.5 976.4 976.4 977.3 977.0 977.5 977.3 977.0 977.1 977.0 976.8 976.6 976.4 976.097 6 . 1 976.8 976.7 979.9 977.3 977.2 976.8 976.3 975.8 975.5 975.3 975.9 976.5 976.4 975.7974.6 974.5 974.5975.3975.9976.7977.2978.2981.1 982.0 979.4 977.9 977.3 976.6 975.8 975.3 975.8 976.2 977.1 976.0 976.2 977.7979.6980.7 981.5982.6 982.8 982.5 982.2 980.0 979.5 981.4 981.0 977.1 976.4 976.4 975.4 977.0 976.6 976.0 976.4 976.9976.6 977.0 975.4 976.5977.6 978.4 976.9 977.4 975.9 976.6 976.8 977.1 979.4 980.3 979.0 978.1 977.9 AG P 980.1 AIS 976.6 976.4 976.4 977.1 975.3 975.1 975.0 975.9 98 4 . 3 98 4 . 1 98 3 . 3 98 3 . 3 9 7 8 . 2 978.9 979.3 979.6 979.9 980.6 981.1 981.8 982.5 982.8 983.1 983.5 983.8 983.1 982.7 982.3 981.8 981.3 980.6 979.9 979.3 978.9 978.4 977.9 977.5 977.3 977.0 976.7 976.5 976.4 981.0 13" BAS 981.8 10" BAS BE BE BE BE BE BE BE BE BE BE 976.6 BOULDER 979.2 BTL 979.9 BTL 979.6 BTL 979.6 BTL 984.1BTL 982.9 BTL 97 9 . 6 97 9 . 5 97 9 . 3 97 9 . 4 97 9 . 0 97 8 . 9 97 8 . 5 97 8 . 2 98 0 . 6 98 0 . 7 98 0 . 8 98 1 . 1 98 1 . 3 98 1 . 5 98 1 . 3 975.3 974.8 974.6 974.2 976.7976.9976.9977.2977.3 977.4977.7977.7977.8 975.7 975.8 976.0 976.6 976.9 978.0 978.4978.8979.4979.9980.3980.7 980.5 977.0 977.4 976.9 976.8 976.7 976.5976.6 10 0 3 . 5 10 0 0 . 9 10 0 1 . 0 99 8 . 5 99 8 . 2 99 5 . 8 99 5 . 8 99 3 . 1 99 3 . 0 99 0 . 6 99 0 . 7 98 8 . 9 98 8 . 8 98 6 . 8 98 6 . 8 98 4 . 9 98 4 . 7 976.7 976.8976.9 976.9 977.1 977.1 98 2 . 0 98 2 . 2 98 1 . 6 98 1 . 9 98 2 . 5 98 2 . 3 98 2 . 8 98 2 . 9 98 3 . 3 98 3 . 3 977.4 977.3 977.4 977.4 977.4 977.3 98 0 . 7 977.1 976.9977.1 977.3 981.0 CBX 978.5 CBX 980.4 CBX980.3 CBX 98 1 . 8 CB X 985.5 CBX 977.0 CBX 97 6 . 7 CB X 983.1CBX 980.7 CBX 981.1CBX 977.5 5" CRAB 977.0 979.0 976.2 979.0 97 6 . 9 976.9 977.0 977.4 977.4 977.3 977.2 977.2 977.1977.2 977.1976.7 976.7976.7 976.6 976.6 976.5 976.5 976.9 DUST 977.1 DUST 976.8 976.9976.9 976.8 977.3 2-3" ELM 973.9 973.8 973.7 973.0 973.6 973.9 974.0 974.1 974.0 974.4 976.8 FH 97 8 . 5 979.7 FOL 976.8 FP 979.2 G 979.3 G 979.4 G 978.6 G 979.5 G 980.7 G 983.3 G 980.9 G 976.9 GATE977.0 GATE 977.1 GATE 975.6 HCR 978.2 HCS 978.1 HCS 978.1 HCS 97 7 . 6 HH E HYD LP975.0 LP977.6 LP 975.6 LP 976.2 LP 978.8 LP 973.7 LP 974.5 LP 975.4 LP 976.1 LP 977.2 LP 977.3 LP 977.2 LP 976.5LP976.7 LP976.9 LP 977.1 LP 977.6 LP 977.4 LP 983.1 PIPELINE SIGN 985.5 15" MPL 987.5 15" MPL 989.2 8" MPL 991.8 18" MPL 994.3 15" MPL 996.8 15" MPL 998.6 12" MPL 976.6 999.1 PIPELINE SIGN 976.6 PIV 974.7 PKS 981.0 PKS 975.6 PKS 974.6 PKS 976.7 PKS977.1 PKS 977.4 PKS977.7 PKS 978.0 PKS 988.8 PKS 978.1 PKS 978.1 PKS 977.4 977.7 977.9 971.1 12" RCP 970.7 12" RCP 98 6 . 2 RD 977.4 18" SPR 979.7 STC 979.5 STC 979.3 STC 979.1 STC 978.9 STC 978.6 STC 974.0 TC 974.6 TC 974.0 974.5 TC 975.3 TC978.7 TC 979.0 TC 979.3 TC 979.5 TC 980.1 TC 979.9 TC 980.2 TC 980.4 TC 980.8 TC 981.1 TC 978.5 TC 978.8 TC 979.0 TC 979.3 TC 979.4 TC 979.7 TC 979.9 TC 980.2 TC 980.5 TC 980.9 TC 980.5TC 980.6 TC 980.3 TC 979.9 TC 979.5 TC 979.0 TC 978.4 TC 978.1 TC 977.7 TC 977.5 TC 977.3 TC 977.2 TC 977.0 TC 976.9 TC 976.7 TC 976.6 TC 976.5 TC 976.4 TC 976.1 TC 976.0 TC 975.8 TC 975.4 TC 975.0 TC 974.6 TC 974.1 TC 980.0 TC 975.1 TC 975.4TC 975.5 TC 975.8 TC 976.1 TC 976.3 TC 984.3 TC 985.9 TC 987.6 TC 989.8 TC 992.0 TC 994.2 TC 996.4 TC 998.7 TC 1000.7 TC 1002.4 TC 981.1 TC 981.6 TC 981.9 TC 982.3 TC 983.1 TC 981.4TC 981.3 TC 981.8 TC 982.1 TC 982.6 TC 983.2 TC 984.2 TC 984.3 TC 985.4 TC 987.4 TC 986.4 TC 989.0 TC 990.5 TC 991.6 TC 993.2 TC 995.0 TC 996.5 TC 998.2 TC 1000.6 TC 1002.4 TC TCS 980.5 TRANS 980.5 TRANS 981.8 TRANS 976.8 TRANS 97 9 . 0 986.5 WMH 977.6 977.1 WV WV 974.9 WV WV CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S CONCRETE B I T U M I N O U S 1 4 5 6 7 8 9 BE BE 2 3 CONCRETE WALL HYD CONCRE T E CO N C R E T E CO N C R E T E LA LA CONCRETE 50 50 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E 9" ELM 1004.6 1004.71005.0 1001.3 997.8 998.6 998.9 998.5 1004.5 1006.4 1006.81003.9 1006.3 1005.7 1004.7 983.9 983.0 977.9 976.5 975.1 974.5 973.9 973.6 975.6 975.1 973.8 975.9975.9976.1976.2976.3976.4976.6976.8977.0977.3977.8978.3978.7979.1979.5979.8 979.3 979.0 978.7 978.3 977.8 977.3 976.8 976.3 975.9 975.8 975.7 975.6 975.5 975.5 975.4 975.3 975.3 975.2 975.1 974.7 974.3 974.5974.6974.6974.7974.8974.9975.1975.1975.3975.7976.1976.5977.1977.6978.0978.4 978.1 978.0 978.7 978.9 979.9 975.7 975.4 978.3 978.7 979.0 979.4 97 9 . 6 980.0 980.2 980.4 980.7 981.0 981.3 981.6 981.9 982.3 982.7 983.6 983.5984.5 984.3 985.3 986.7 988.3 990.0 991.7 993.5 995.1 997.1 998.8 1000.5 1002.3 977.4 976.3 975.1 97 9 . 9 979.5 97 9 . 5 97 9 . 7 977.4 BTL 977.6 BTL 978.2 97 8 . 4 97 8 . 5 97 8 . 2 CONDUIT 982.7 980.9 980.2 980.1 980.7983.6986.0989.5993.1996.2999.2999.8999.1998.0997.2 996.6 996.6 1000.2 980.8 980.6 98 0 . 5 985.5 983.0 1007.7 1005.6 1006.8 1000.0 995.1 989.8 GP GPGP GP GP GP GP 976.0 975.5 975.9 978.4 978.1 977.9 978.0 976.3 977.5 HCR 977.8 HCR HCS HCS 975.8 HCSHCSHCS975.9 HCSHCS 980.5HH HHE 980.4 HHF 984.1 MH 975.5 975.9 975.5 976.0 975.4 975.8 975.4 975.8 975.4 978.2 978.0 976.5 976.4 976.3 975.9 976.8 975.6 975.4 975.5 976.0 976.0 975.8 PKS PKSPKS PKS975.9 PKS PKS PKS PKSPKS PKS 97 4 . 0 974.3 974.6 975.1975.1 974.7 974.4 974.3 974.4 974.7 975.0 975.1975.2 974.8 974.5 974.4 974.6 974.9 975.1 975.3975.3 974.9 974.7 974.6 974.8 975.0 975.2 975.4975.5 975.1 974.9 974.7 975.0 975.3 975.6975.7 975.5 975.3 975.1975.3 975.4 975.7976.0 975.9 975.7 975.6 975.5 976.0 976.1 976.5976.9 976.8 976.6 976.3 976.6 976.8 977.0 977.2 977.3977.8 977.4 977.2977.8 978.0 978.2 978.3978.8 978.7 978.5 978.3 978.0 979.0 979.1 979.4 979.2 978.8 978.4 978.5 978.7 978.3 977.8 977.3 977.7 977.9 977.5 976.9 976.4 976.8 977.2 976.7 976.1 976.0 976.3 976.5 976.5 975.9 975.8 976.0 976.3 976.3 975.7 975.6 976.0 976.2 976.1 975.7 975.6 975.5 976.2 976.3976.3 976.1 976.1 975.3 975.1 975.6975.7975.8 976.0 976.2 976.3 977.8 977.5 977.2 976.9 976.7 976.5 976.1 976.0 975.9 976.4976.5 976.7 976.8 976.6 975.5 975.5 975.8 976.4 975.7 976.2 975.9 976.1976.2976.3 977 . 6TAD 978.0 TAD 974.6 TC 974.0 TC 979.8 TC 976.4 TC 977.5 TC 977.7 TC 978.2 TC 978.4 TC 978.4 TC 978.5 TC 978.5 TC 978.4TC 978.3 TC 978.2 TC 976.5 TCS 984.5 TCS 976.1 976.6 981.3 976.3 983.4 978.4 976.2 975.7 976.8 978.4 97 6 . 3 975.7 976.5976.8 977.4979.6984.3988.6 993.3 997.91001.9 1004.1 1004.81004.81005.2998.7 1001.2 976.6 977.3 978.1 975.8 1001.2 978.7 978.6 977.7 977.6 977.0 977.1 976.9 976.9 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 10 10 C O N C R E T E B I T U M I N O U S B I T U M I N O U S ROCK EDGE OF MOWED GRASS EDGE OF MOWED GRASS S89°50'16"E 518.57 40 40 CO N C R E T E C O N C 981.3 10"BAS 979.1 10"MPL 976.1 10"MPL 978.5 11"MPL 976.2 15"MPL 976.2 16"MPL 975.2 16"MPL 975.8 979.5 3"POP 980.9 7"BAS 981.0 13" BAS 981.8 10" BAS 977.5 5" CRAB 977.3 2-3" ELM 974.4 985.5 15" MPL 987.5 15" MPL 989.2 8" MPL 991.8 18" MPL 994.3 15" MPL 996.8 15" MPL 998.6 12" MPL 977.4 18" SPR 9" ELM 985.5 983.0 1007.7 1005.6 1006.8 1000.0 995.1 989.8 976 977 978 97 9 S D D D D D D D S S D D D D PROPOSED TENNIS COURTS 975 974 973 97 2 97 5 9 7 6 977 977 978 979 980980 981 982 983 98 0 97 9 79.6 BW 79.5 BW 79.3 79.6 83.5 TW 84.5 TW 79.2 79.5 79.6 78.0 78.0 78.2 74.2 78.3 1.0%77.878.0 77.8 77.7 77.6 77.4 77.5 77.4 ME 975 976 977 978 9 7 4 74.8 74.5 TC74.1 ME 74.874.4 ME 76.4 75.9 ME 77.0 76.1 76.576.5 ME 77.2 ME 74.8 75.5 75.1 76.076.4 98 0 98 1 98 2 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R C3.02 GRADING AND DRAINAGE PLAN - WEST SB-1 TP X 955 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / TEST PIT LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED SURGE BASIN (SB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. NOTES 976.7976.5 97 7 . 5 974.7 974.8 973.3 985.3985.3 979.5 978.5 977.7 987.4986.6 986.7 986.6 986.6986.6 985.8 986.4 986.3 985.6 975.5 975.8 975.8 976.6 976.5 976.1 976.0 976.6976.6976.6976.5976.3976.4 976.3976.1 975.5 978.0 977.7 977.2 976.4 976.0 975.7 975.6 975.5 975.4 976.0 976.1976.1 977.0 977.2 977.2 976.8 977.0 975.5 976.6976.6 975.7975.6 973.9 973.9973.9 973.9 973.9 974.0973.8 975.8975.9 975.6 974.9 975.7 975.2 975.5 976.5 976.5 976.4976.8 976.7976.7976.8 977.0 974.1974.2 974.3 976.9 973.7 BL974.3 BL 984.9 BLDG 984.3 BLDG 977.8 BLDG 977.8 BLDG 973.7 BLEACHER 973.3 BLEACHER 975.3 BTL 975.3 BTL 973.0 CB 969.7 CB 972.4 CB 973.1 CB 972.2 CB 974.1 CB 973.1 CB 977.2 COL 977.2 COL 977.1 COL 976.3 COR 977.3 COR 977.3 COR 977.3 CHECK COR 878.2 CHECK CORCHECK UPPER COR 880.9 CHECK UPPER COR 977.7 INTERIOR COR 976.8 CHECK COR 976.6 CHECK COR 976.2 CHECK COR 977.0 CHECK COR 975.9 COR 975.9 COR 974.3 COR977.3 CHECK COR 975.7 CHECK COR 975.6 COR 978.4 COR 992.2 COR 975.5 COR 975.3 COR 975.1 COR 975.5 COR 975.3 COR 977.3 COR 977.3 COR 977.3 COR 976.9 COR 975.2 G 976.7 MH 973.0 MH 974.9 MH 975.4 NPS975.5 NPS 976.8 NPS 977.0 NPS 988.2 OVH 988.2 OVH 988.0 OVH 988.0 OVH 988.0 OVH 988.0 OVH 988.3 OVH 983.4 OVH 983.2 OVH983.3 OVH 985.0 OVH 985.0 OVH 984.9 OVH 982.7 OVH 982.7 OVH 975.3 975.0 RM FILET975.0 RM FILET 974.9 973.3 SCORE 973.6 TD 973.5 TD 976.9 TRC 976.8 TRC 977.1 TRC 972.71 CB 972.10 CB 974 972 973 975 974 9 7 2 9 7 3 9 7 5 976 977 978 97 9 9 8 0 9 7 4 9 8 1 9 8 2 9 8 3 9 8 4 9 8 5 9 8 69 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 9 9 3 9 9 4 9 9 5 1 0 0 5 1 0 0 1 1 0 0 2 1 0 0 3 1 0 0 4 9 9 6 9 9 7 9 9 8 9 9 9 1 0 0 0 1 0 0 8 1 0 0 9 1 0 1 0 1 0 1 1 1 0 0 7 1 0 0 6 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 5 1 0 1 6 1 0 1 8 10 1 9 10 2 0 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 5 975 974 974 975 976 975 976 977 976 976 97 4 9 7 4 9 7 5 976 976 977 976 977 978 979 977 9 7 5 975 975 978 979 980 976 977 9 8 19 8 2 98 3 98 4 9 8 5 980 976 977 9 7 6 974 9 7 5 9 7 3 97 4 9 7 5 97 6 97 7 9 7 4 9 7 3 9 7 1 970 970 971 9 7 1 9 7 2 97 5 97 4 9 7 7 9 7 6 97 5 97 2 972 973 9 7 4 97 6 97 7 973 9 7 4 9 7 5 9 7 3 9 7 9 9 8 0 9 8 2 9 8 3 9 7 6 9 7 7 9 7 8 9 8 1 9 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 975 97 4 975 9 7 3 97 4 9 7 5 9 8 0 9 8 5 99 0 97 3 986 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 975.6 974.6 975.2 975.5 975.9 974.5 974.9 975.1 975.5 975.9 976.9 976.7 976.9 973.7 974.1 974.4 974.9 975.3 976.2976.1 975.9975.9 975.6 975.7 976.0 976.5 976.7 976.5 97 6 . 7 976.9 977.1 976.8 976.5 976.7 978.9 980.0 980.7 981.0 981.2 981.9 982.9 983.4 985.5 987.5 988.6 990.7 994.1 979.6 980.2 980.7 981.2 981.2 981.9 982.5 983.4 984.4 985.8 987.6 990.4 993.5 996.1 999.6 979.0 976.2 974.1 973.6 975.0 979.0 981.3 982.8 979.7 975.8 973.0 973.5 9 7 4 . 8 974.8 972.0 972.2 975.0 979.0 978.3974.5971.3971.0 971.4 971.1 971.0 989.1 986.0 981.8 982.1 987.4 981.9 982.8 981.8 981.4 984.8 987.1 990.8 983.1 985.9 989.8 994.6 990.7 995.9 1001.5 1003.3998.2 977.9977.1976.7 977.0 977.0 977.3 977.4 977.1 976.4 976.7 977.1 976.8 977.2 97 7 . 7 976.7 976.8 977.2977.1 977.0976.9 977.0977.0977.0 976.8 976.8 975.5 976.4 975.3 975.5976.8 976.8 976.7 977.0 977.0 977.0 976.0 975.6 976.9 976.8 977.3 977.2 977.3 97 7 . 2 977.3 977.3 97 5 . 9 977.2 976.3 976.9 976.8 976.5 976.9 976.8 976.5 976.0 976.1 975.4 974.7 975.0 975.1 974.6 994.3 991.6 988.6 986.5 988.5 990.6 990.0987.4 986.3 988.2 991.2 994.9 1002.1998.6 1004.8 1018.1 1022.6 1010.2 1011.6 1022.8 973.9 975.2975.2 974.9 974.2 975.8 977.1 977.5 976.5 974.9 974.2 973.8 973.8 975.9 978.6 980.6 982.4 982.7 982.3 983.0 981.2 978.0 974.5 973.1 973.0 974.5 985.0 985.9 985.4 983.4 979.7 972.5 972.1 972.5 973.7 972.3 974.9 978.1 979.8 981.7 978.7 974.9971.6971.5 971.7 971.7 971.0 970.2 970.2 970.2 970.6 971.6 976.0 976.0 971.7 971.0 970.9 973.9974.4974.3975.1 973.8 974.2 974.1 974.3 975.5 974.5 974.5 974.8 975.2 975.6 975.3 971.3 971.3 976.1 976.5 971.8971.6971.9 972.2 971.8 971.6 976.3 977.1 978.1 979.5 979.3 976.8 974.8 975.0 973.6 973.3 973.3 973.4 972.9 972.4 972.2 971.8971.7972.6973.2 973.7 973.9 975.3 973.8 974.1 AG P 977.0 AGP 985.2 985.3 985.8 98 6 . 1 976.4 977.1 975.3 975.1 975.0 975.1 976.6 976.6976.5 976.3 977.2 977.0 976.2 975.7 97 5 . 0 975.5 975.3 974.9 974.6 974.4 974.3 974.6 975.0 975.7 974.4 BE BE BE BE BEBEBE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE 976.3 BTL 976.2 974.8 975.2 975.6 975.9 975.3 974.8 974.6 974.2 976.4976.1 976.3 971.7 971.8 972.1 971.9 971.8 976.1 975.9 975.8 977.1977.1 975.2975.3 975.4 975.3975.5 975.3 975.5975.4975.5 976.0 973.8973.9 973.9 973.9 976.9 977.2 977.2 977.3 977.3 977.3 977.1 977.3 977.3 977.3 97 6 . 8 977.1 97 6 . 7 CB X 993.6 993.9 993.9993.8 990.6 991.5986.7 973.3 973.9 976.3 978.2 981.4 985.5 983.8 980.2 978.7 973.7 985.8 984.6 984.2 982.2 979.1 973.4976.0 975.9975.9 975.7 973.7 COL 973.0 COL COL 977.1 976.497 6 . 4 976.6 973.6 97 4 . 3 976.6 977.0 979.1 978.9 977.0 979.0 976.2 979.0 97 6 . 9 976.9 97 9 . 0 977.4 977.4 977.3 977.2 976.9 DUST EB 975.1 973.5 973.2 976.0 978.0 979.6 980.5 982.4980.9978.2 977.2 EM EM EM 994.0 994.1 995.6 995.8 993.0 996.2 992.6 988.6 985.0 982.2 980.1 980.2 979.8 979.1 978.8 979.1 980.4 982.9 986.0 981.5 981.2 981.6 981.8 982.1 981.9 982.3 982.7 984.0 983.4 BE 977.3 FH 976.9 GATE977.0 GATE 976.8 GATE 971.3 GATE 971.3 GATE 974.3 GATE 977.3 GM 977.3 GP 977.4 GP 976.6 GP 975.6 HCR 97 7 . 6 HH E HYD HYD HYD 986.6 985.7 982.3 979.6 977.1 977.0 977.1 980.4 984.7 986.0 986.1 986.5 986.5 977.2 LD 977.2 LD 974.8 LP 973.7 LP 974.5 LP 975.4 LP 976.1 LP 977.2 LP 977.3 LP 977.2 LP 980.7 LP 983.7 LP 1013.9 LP1001.0 LP 97 3 . 5 LP 973.1 LP 976.1 LP 988.0 PIPELINE SIGN 976.0 WMH 976.6 ODOD OD OD OD OD 975.6 PKS 974.6 PKS 976.8 PKS 975.6 PKS 975.6 PKS 976.0 PKS 98 6 . 2 RD 975.3 RD 974.0 TC 974.6TC 976.7 TC 975.5 TC 975.2 TC 974.7 TC 974.0 974.5 TC 975.3 TC 975.8 TC 975.6 TC 975.0 TC 974.6 TC 976.4 TC 976.1 TC 976.0 TC 975.8 TC 975.4 TC 975.0 TC 974.6 TC 974.1 TC 975.1 TC 975.4TC 975.5 TC 975.8 TC 976.1 TC 976.3 TC 973.6 TD 975.0 TN975.1 TN 975.1 TN 975.1 TN 976.8 TRANS 976.4 TRANS 975.4 TRANS 974.9 WV 979.1 977.5 97 4 . 0 B I T U M I N O U S B I T U M I N O U S 88.7 25 . 0 73.7 15 . 0 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 976.5 WV CONCRETE CONCRETE CONC 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 OTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ.FT. (EXCLUDING COURTYARD) 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 22A 1029.1 1027.4 1029.0 1023.3 1015.1 1008.8 1001.2 999.2 995.1 1000.5 993.1 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L CONC CONCRE T E 50 1 2 " R C P S T S CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S 50 GA R A G E GA R A G E CONC STA 3013 STA 3008 STA 3000 STA 3017 974.7 97 5 . 2 975.9 975.9 975.9 975.6 975.2 974.9 975.1 975.1 974.5 973.9 973.6 973.9 974.3 974.7 975.0 975.5 975.8 975.6 975.1 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.5 973.4 973.5 973.5 973.5 976.6 977.0 977.0 972.8 972.7 973.6 973.7 973.1 973.7 973.6 973.2 973.0 973.4 972.8 973.2 97 3 . 8 97 3 . 7 973.3 973.6 974.0 974.5 974.5 974.9 97 4 . 9 975.0 97 4 . 9 97 5 . 1 97 4 . 6 972.3 971.2 970.6 969.9 969.7 973.5 97 4 . 8 974.4 974.097 4 . 2 973.7 973.6 973.7 973.9 974.1974.7 974.2975.9 982.0 984.3 986.9 995.2 973.5 973.5 973.5 973.5 973.2973.3973.4973.5973.6973.4973.3973.2 973.2 973.3 973.5 973.6 973.6 973.4 973.3 973.1 973.2973.3973.4973.5973.5973.4973.2973.1 973.1 973.2 973.4 973.5 973.5 973.4 973.2 973.1 973.1973.4973.4973.6973.7973.5973.4973.3 973.5 973.5 973.5 973.7 974.0 974.2 973.4 973.6 973.7 973.8 973.6 973.5 973.4 973.3973.5973.6973.6973.5973.4 973.3 973.3 973.4 973.3 975.4 AGP 975.9 975.2 974.4 974.3 975.0 975.2 975.1 976.7 976.8 976.7 976.4 976.7 976.9 97 6 . 8 97 6 . 7 97 6 . 7 97 6 . 5 97 6 . 3 976.6 976.4 976.0 974.8 975.4 975.7 975.4 975.2 974.9 974.6 974.5 974.9 975.3 9 7 6 . 3 976.8 976.7 976.7 976.7 975.4 974.8 974.7 974.8 975.0 976.6 976.6 975.7975.4 975.2 975.1 974.9 974.8 974.9 975.2 975.4 975.7 975.9975.5 975 . 0 975.6 975.8976.0 977.3 977.0 976.8 976.9 976.9 97 7 . 0 97 7 . 1 977.1 977.1 977.1 977.1 97 7 . 2 97 7 . 2 977.1 977.1 977.0 977.1 977.0 977.0977.2 97 7 . 2 976.9 977.1 976.6 976.2 9 7 9 . 2 9 7 9 . 0 977.5 977.5 975.7 97 6 . 0 976.7 976.9977.1 975.6 975.9 976.1 978.1 978.5 978.9 979.3 980.2 979.7 980.8 980.9 981.3 981.4 982.4 982.3 983.2 983.3 984.5 984.5 986.0 98 6 . 4 986.9 986.7 986.6 988.3 988.6 992.8 992.6 996.3 996.2 999.8 999.7 1003.2 1003.4 1007.3 1007.0 1011.3 1011.5 1016.0 1015.8 1021.6 1021.6 1026.8 102 7 . 0 1028.8 1028.9 1 0 2 9 . 3 97 5 . 3 BE 975.4 BE 975.4 BE 975.8 BTL976.2 BTL 974.3 BTL 973 . 7 BTL 973. 8 BTL 97 5 . 2 975.9 976.2 974.2 973 . 4 973.4 973.4 973.4 973.4 973.4 973.4 973.4973.4 973.3 973.4 973. 4 97 5 . 7 97 5 . 7 97 5 . 6 97 5 . 6 97 5 . 6 97 5 . 4 975.3 975.2 97 3 . 4 97 3 . 1 97 5 . 8 97 5 . 0 975.0 97 5 . 0 975.0 975.7 97 5 . 7 97 5 . 5 97 5 . 5 975.5 975.5 975.3 975.2 974.3 973.8 97 3 . 3 973.1 973.2 975.8 977.2 977.1976.9 977.0977.1 97 7 . 2 976.9 976.8977.2 977.2 976.8 976.4 CAMERA 973.6 973.6 973.7 974.1 973.9 973.7 973.6 CONDUIT 975.5 975.3 975.5 97 5 . 2 974.8 97 4 . 8 974.8 97 5 . 0 975.1 97 5 . 1 97 5 . 0 975.0 975.0 974 . 7 974.8 974.2974.2 CWT 975.8 CWT 10 2 8 . 5 1024.1 1016.1 1007.41003.7999.1 974.3 974.2 974.2 974.8 974.3 974.4 FP 975.7 GATE 975.2 GATE 97 3 . 7 GA T E 975.6 GATE GATE 974.2 GATE976.4 97 3 . 7 G A T E 973.7 GATE 974.3 GATE 974.3 973.7 GATE GATE 975.9 975.9 975.9 973.3 HH HHE 978.6 LP 975.4 976.7 975.9 976.8 975.6 975.4 975.5 975.6 OD 975.5 976.2 976.2 976.3976.3 976.1 976.1 975.3 975.1 975.5 975.5 975.8 976.4976.2 973.7 973.7 973.7 973.7 97 3 . 8 973.8 9 7 3 . 7 9 7 3 . 7 9 7 3 . 8 97 3 . 8 973. 8 973.8973.7 973.7 973.8 973.7 973.8 974.0 974.3974.3 974.3 97 4 . 0 973.8 973.7 973.7 973.7 973.7 973.7 973.7 973.2 973.2 973.2 973.2 973.2 973.2 973.2973.5973.7973.8 973.9973.8973.5973.2 973.2 973.3 973.2 973.3 973.3 97 3 . 2 975.2 974.9 974.997 5 . 2 975.2 974.9 97 4 . 9 975.3 973.3 SCOREBOARD 973.3 972.7 SKIM 972.4 SKIM 972.8 SKIM 974.2 STC 973. 9 STC 973.7 STC 973.7STC 973.7STC 973.8STC 973.7 STC 97 3 . 7 STC 9 7 3 . 8 S T C 973 . 7 STC 973.7 STC 973.7 STC 973.7 STC 973.7 STC 973.7 STC 973.7 STC 973.7 STC 974.6 TC 974.0 TC 975.9 TC 976.5 TC 978.4 976.2 975.7 976.8 975.2 978.4 97 6 . 3 975.7 976.6 977.3 978.1 977.0 976.1975.8 1027.9 1015.91009.51006.0993.0985.6984.2983.1982.2981.4 981.1 980.8980.2979.7 WV BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD 974.8 974.8 974.9 974.8 975.1975.2975.2975.1 975.5 975.5 975.5 975.4 975.7975.7975.8975.7 973.24 TD 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 15 15 10 10 15 15 15 15 15 15 1515 15 15 15 15 RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F B I T U M I N O U S C O N C R E T E C O N C R E T E B I T U M I N O U S CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 986.4 986.5 986.6 986.5 986.2986.3986.2986.2 985.9986.1986.0985.9 985.5 985.7 985.6 985.7 986.6 986.8 < 987.0 GATE GATE 986.1 TN 986.1 TN 986.1 TN 986.1 TN 975.1 973.5 973.2 976.0 978.0 979.6 980.5 982.4980.9978.2 994.0 994.1 995.6 995.8 993.0 996.2 992.6 988.6 985.0 982.2 980.1 980.2 979.8 979.1 978.8 979.1 980.4 982.9 986.0 981.5 981.2 981.6 981.8 982.1 981.9 982.3 982.7 984.0 983.4 10 2 8 . 5 1024.1 1016.1 1007.41003.7999.1 982.0 1 TR 983.4 2 TR 976.0 3 TR 977.7 5 TR 979.4 7 TR 981.2 9 TR 983.0 10 TR 974.9 6 TR 973.4 4 TR 977.0 8 TR 994.5 11 TR 999.5 12 TR 1002.2 13 TR 1003.0 16 TR 999.3 14 TR 1000.7 15 TR 1002.5 19 TR 1009.4 20 TR 1010.5 21 TR 1015.8 22 TR 1017.4 23 TR 1021.6 26 TR 1023.2 27 TR 1024.4 29 TR 1025.0 30 TR 1025.2 31 TR 1024.5 32 TR 1024.5 33 TR 1021.7 38 TR 1024.3 37 TR 1026.3 36 TR 1017.4 40 TR1019.5 41 TR 1017.9 43 TR1016.0 44 TR 1018.6 25 TR 1012.9 45 TR 993.3 52 TR 992.7 51 TR 991.1 50 TR 989.4 53 TR 988.7 54 TR 994.9 49 TR 994.9 48 TR 995.9 47 TR 995.1 46 TR 991.1 63 TR 991.6 64 TR 987.8 62 TR 986.9 57 TR 985.2 55 TR 985.7 56 TR 985.4 60 TR 61 TR 984.0 58 TR 984.2 59 TR 991.3 65 TR 995.9 67 TR 1000.0 69 TR 1004.0 70 TR 1012.5 74 TR 1010.8 75 TR 1018.5 39 TR 1004.2 72 TR 999.0 71 TR 998.4 78 TR 1002.5 77 TR 994.3 81 TR 994.4 82 TR 993.6 83 TR 991.5 84 TR 989.0 87 TR 989.4 89 TR 987.8 88 TR 987.0 93 TR 987.2 94 TR 988.2 66 TR 984.7 95 TR 973.8 96 TR 982.1 97 TR 981.3 98 TR 99 TR 980.9 100 TR 982.1 104 TR 982.9 105 TR 995.7 79 TR 995.2 80 TR 1001.3 18 TR 17 TR 1024.2 28 TR 1014.0 24 TR 1021.8 35 TR 1019.4 42 TR 1012.8 73 TR 1022.2 34 TR 999.3 68 TR 989.2 91 TR 90 TR 991.5 86 TR 991.4 85 TR 977.2 977.5 172 TR 977.9 171 TR 978.1 170 TR 978.4 169 TR 978.6 168 TR 979.3 167 TR 979.6 166 TR 993.8 164 TR 990.2 165 TR 987.9 163 TR991.3 162 TR 985.0 161 TR 983.9 159 TR983.2 158 TR 985.2 160 TR 981.5 157 TR 983.9 156 TR 984.8 155 TR 987.0 154 TR 987.3 153 TR 989.9 152 TR 989.6 151 TR985.0 150 TR 980.9 149 TR 982.1 148 TR 981.8 147 TR 980.3 146 TR 980.3 145 TR 980.1 144 TR 980.9 143 TR 980.4 142 TR 979.9 141 TR 985.9 140 TR 984.7 139 TR 990.1 138 TR 990.4 137 TR 991.0 136 TR 991.1 135 TR 990.4 134 TR 988.2 133 TR 987.4 132 TR 987.5 131 TR 987.6 130 TR 985.8 129 TR 985.9 128 TR 985.3 127 TR 984.3 126 TR 984.9 125 TR 981.9 124 TR 981.1 123 TR 980.6 122 TR 981.6 121 TR 981.6 120 TR 982.7 119 TR 984.8 118 TR 984.9 117 TR 978.4 116 TR 987.8 115 TR 990.3 114 TR 987.7 113 TR 985.5 112 TR 986.7 111 TR 986.2 110 TR 984.6 109 TR 983.2 108 TR 984.8 107 TR 986.1 106 TR 982.4 103 TR 981.3 102 TR 981.7 101 TR 992.8 092 TR 974 97 6 9 8 0 99 0 9 7 6 9 7 8 9 8 2 9 8 4 9 8 6 9 8 8 97 6 FFE : 977.3 91.8 77.3 80.2 76.8 77.3 77.3 77.3 77.0 76.8 76.4 77.3 75.4 EOF 76.3 77.0 77.2 76.8 76.8 76.8 76.6 77.3 87.2 81.8 77.3 77.3 77.3 76.5 75.0 75.6 76.0 75.9 74.0 75.3 90.0 88.0 86.5 74.4 75.3 EOF 75.3 TW 76.9 TW 74.5 BW74.5 BW 76.0 75.8 75.6 75.8 75.6 75.4 EOF 75.1 TW 72.1 BW I I III I S S SS D D D D D D D I I 72.6 76.0 76.575.5 74.4 EOF 75.4 85.4 97 4 974 26.32% 30.70% 76.6 74.7 75.3 EOF 74.6 74.7 PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION SKYWAY LINK 9 9 0 9 8 8 986 984 982 98 0 978 976 974 9 8 8 9 9 0 9 9 2 9 9 4 9 9 6 97 6 98 8 98 6 975 976 977 978 9 7 4 974 976 74.8 75.0 74.9 TC74.5 TC 74.4 ME 76.0 75.3 74.1 ME 74.8 74.8 74.4 ME 75.3 ME 76.4 ME 75.9 ME 75.9 ME 74.8 75.5 75.1 76.0 74.4 BW 75.8 TW 74.4 BW 74.2 TW 74.1 BW 75.4 74.4 73.9 72.7 71.5 71.5 74.6 74.2 75.475.5 76.0 77.0 76.7 76.8 77.077.0 76.976.9 77.0 76.9 76.8 76.6 77.3 ME77.3 ME77.2 ME77.2 ME 75.2 ME75.2 ME 75.6 75.8 75.2 ME 75.3 ME 75.8 74.8 ME 74.1 ME 76.7 75.2 75.2 74.9 75.9 76.8 77.0 76.4 76.7 75.6 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. NOTES C3.03 GRADING AND DRAINAGE PLAN - EAST SB-1 TP X 955 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS APPROXIMATE SOIL BORING / TEST PIT LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED SURGE BASIN (SB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE LEGEND X X REFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICES. REFER TO SPECIFICATION 31 00 00 FOR PROCEDURE ON HOW TO CALCULATE ACTUAL SOIL CORRECTION QUANTITIES. INCLUDE THE FOLLOWING QUANTITY FOR THE BUILDING PAD SOIL CORRECTION IN THE LUMP SUM BASE BID: XXX CUBIC YARDS BUILDING PAD SOIL CORRECTION QUANTITY PROPOSED TENNIS COURTS HYD X 1001 9 8 2 98 1 9 7 6 977 978 979 980 975 976 9 8 3 981 982 979 980 977 985 986 987 988 989 990 991 992 993 994 995 996 997 975 977 977 977 97 6 976 1003 1002 1008 10051003 1002 1001 1000 1000 1001 1002 1003 1004 999 998 1005 1006 97 9 979 97 8 979 977 976 97 697 7 97 8 975 974 976 975 98 0 98 2 983 9 8 4 987 986 990 988 989 991 992 994 995 996 997 998 1000 999 980 978 979 977 976 976 977 976 976 977 97 8 97 7 977 97 8 974975976978 977 972 973971 97 1 97 2 97 5 97 6 97 79 7 5 9 7 6 981982 97 897 998 0 97 6 97 5 97 6 976 976 977 978 990 985 990 985 980 9 7 9 976 977 978 979 977 975 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 40 40 WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 TOP= INV= SAN 996.4 981.6 TOP= INV= SAN 978.5 966.6 TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 23 . 3 25.0 25 . 0 25.0 25 . 0 25.0 25 . 0 24.9 24 . 9 5. 714.6 8.0 37 . 3 8.0 7. 9 8.0 37 . 4 18.0 9. 6 1. 9 0.7 24 . 9 23.8 48 . 3 24.9 23.6 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S T R E E S 8.0 8. 0 8.0 8.0 8. 0 8.0 72 . 7 37 . 3 36.1 17 . 4 8.6 51 . 8 140.3 36.2 17 . 5 8.6 37 . 4 51 . 7 200.0 21 . 0 32.7 25 . 0 73.7 15 . 0 101.7 10 . 0 49.0 24 . 3 58 . 3 43.3 134.93 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 25 . 0 25 . 1 25 . 0 25.0 25.0 26.8 CONCRETE B I T U M I N O U S APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) 1 4 5 6 7 8 9 10 2 3 UGEUG E UGE UG E UG E UG E UG E TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L CONCRE T E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W 50 50 50 50 W WW12 " R C P S A N S UG E W W W SAN S SAN S W SA N S STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E UG E U G E UG E UG E UG E UG E UGE UGE UGE UGE UGE 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L B L O C K 1 10 10 B I T U M I N O U S C O N C R E T E B I T U M I N O U S ROCK UGE UGE UGEUGE EDGE OF MOWED GRASS EDGE OF MOWED GRASS S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S89°50'16"E 518.57 40 40 CO N C R E T E C O N C S D D D D D D D EX. SERVICE INV:968.29 ( 2004 PLAN) MH-SAN-3 RIM:976.20 INV(E,N):968.0 CONSTRUCT OVER EX. PIPE FIELD VERIFY INVERT SD SD S D SD SD SD SD SD SD SD SD FORCEMAIN 45DEG BEND INV:968.5 SSFMFMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM S S > > CB-401 RIM: 978.3 INV (OUT): 975.36 48" DIA >> 57 ' - 1 2 " R C P @ 0 . 4 5 % CB-402 RIM: 974.2 INV (OUT): 971.00 48" DIA 19' - 12" RCP @ 0.52%UNDERGROUND STORM CHAMBERS STONE BTM: 965.0 CHAMBER BTM: 965.75 CHAMBER TOP: 970.75 STONE TOP: 971.75 CHAMBER + STONE VOLUME: 27,900 CF WQV ELVATION = 967.10 100-YEAR HWL = 969.66 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D >> D >> STMH INV (N,E):966.90 INV (S):966.70 D D LS-SAN-B MH-SAN-5 MH-SAN-6 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R C4.02 UTILITY PLAN - WEST 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES. NOTES 955 1 2 3 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER FORCEMAIN PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED SANITARY SEWER MANHOLE (MH) PROPOSED STORM SEWER MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED SURGE BASIN (SB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >> >>>>>>>>>> LEGEND X X S FM PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION SKYWAY LINK 974 972 973 975 974 9 7 2 9 7 3 9 7 5 976 977 978 97 9 9 8 0 9 7 4 9 8 1 9 8 2 9 8 3 9 8 4 9 8 5 9 8 69 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 9 9 3 9 9 4 9 9 5 1 0 0 5 1 0 0 1 1 0 0 2 1 0 0 3 1 0 0 4 9 9 6 9 9 7 9 9 8 9 9 9 1 0 0 0 1 0 0 8 1 0 0 9 1 0 1 0 1 0 1 1 1 0 0 7 1 0 0 6 1 0 1 2 1 0 1 3 1 0 1 4 1 0 1 5 1 0 1 6 1 0 1 8 10 1 9 10 2 0 10 2 1 10 2 2 10 2 3 10 2 4 1 0 2 5 975 974 974 975 976 975 976 977 976 976 97 4 9 7 4 9 7 5 976 976 977 976 977 978 979 977 9 7 5 975 975 978 979 980 976 977 9 8 19 8 2 98 3 98 4 9 8 5 980 976 977 9 7 6 974 9 7 5 9 7 3 97 4 9 7 5 97 6 97 7 9 7 4 9 7 3 9 7 1 970 970 971 9 7 1 9 7 2 97 5 97 4 9 7 7 9 7 6 97 5 97 2 972 973 9 7 4 97 6 97 7 973 9 7 4 9 7 5 9 7 3 9 7 9 9 8 0 9 8 2 9 8 3 9 7 6 9 7 7 9 7 8 9 8 1 9 8 7 9 8 8 9 8 9 9 9 0 9 9 1 9 9 2 975 97 4 975 9 7 3 97 4 9 7 5 9 8 0 9 8 5 99 0 97 3 986 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 CA R R O L W O O D V I L L A G E T H I R D A D D I T I O N EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 B I T U M I N O U S 88.7 25 . 0 73.7 15 . 0 100.5 32 . 9 50 . 0 37.2 2.9 2.9 7. 7 31 8 . 8 92 . 4 120.1 48 . 2 100.0 48 . 3 5.0 134.9 21 7 . 8 19 2 . 1 3 4 . 4 51 . 5 6. 020.06. 0 2.01.8 25 . 8 CONCRETE CONCRETE CONC 24.3 36 . 2 24.3 36 . 2 24.2 36 . 2 24.2 36 . 2 TPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. FT. (EXCLUDING COURTYARD) APPLE VALLEY HIGH SCHOOLMULTI STORY BRICK BUILDINGBUILDING FOOTPRINT = 278,092 SQ. 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 22A 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE UGEUG E UGE UG E UG E UG E UG E UGE UGE TR A S H C O M P A C T O R CONCRETE WALL CONCRETE WALL CO L CONC CONCRE T E 50 W GENERATOR W 1 2 " R C P S T S CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L 50 W W W GA R A G E GA R A G E CONC WO O D WA L L W SA N S W STA 3013 STA 3008 STA 3000 STA 3017 U G E BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD UG E UGE UG E UG E UG E UG E UG E UGE 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 15 15 HIGH S C H O O L B L O C K 1 10 10 15 15 15 15 15 15 1515 15 15 15 15 RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F B I T U M I N O U S C O N C R E T E C O N C R E T E B I T U M I N O U S UGE CO N C W A L L CONCRETE UG E B I T U M I N O U S B I T U M I N O U S UG E S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL I I III FFE:977.30 STRM BTM:965.5 SAN TOP:964.0 SAN SERVICE INV:967.0 R.D. CHILLER R.D. WATER SERVICE FIRE SERVICE I TRANSFORMER R.D. S > S > > > > > S >>>>>>SFMFMFM >> >> >> >> >> >> >> D D > > > > >> >> >> D >> >> >> D D >>>> >> > > > > > > > > > > D >> D >> >>>>>>>>>> CB-301 RIM: 985.4 INV (OUT): 977.80 48" DIA CB-304 RIM: 976.5 INV (IN): 968.80 INV (OUT): 968.70 48" DIA MH-103 RIM: 976.0 INV (IN): 969.72 INV (OUT): 969.72 48" DIA CB-105 RIM: 976.0 INV (OUT): 970.20 48" DIA MH-302 RIM: 976.0 INV (IN): 969.10 INV (OUT): 969.00 48" DIA CB-302 RIM: 975.8 INV (IN): 972.70 INV (IN): 972.70 INV (OUT): 970.00 48" DIA CB-101 RIM: 975.8 INV (IN): 972.44 INV (IN): 967.65 INV (OUT): 967.55 48" DIA CB-305 RIM: 975.5 INV (IN): 967.50 INV (IN): 961.49 INV (OUT): 961.49 48" DIA CB-104 RIM: 974.7 INV (IN): 969.09 INV (OUT): 969.09 48" DIA CB-103 RIM: 974.6 INV (IN): 969.56 INV (OUT): 969.56 48" DIA MH-301 RIM: 975.7 INV (IN): 969.20 48" DIA CB-102 RIM: 974.5 INV (OUT): 970.00 48" DIA CB-303 RIM: 972.6 INV (OUT): 969.30 48" DIA MH-101 RIM: 972.7 INV (IN): 967.30 INV (OUT): 968.00 48" DIA MH-201 RIM: 974.6 INV (IN): 967.85 INV (OUT): 967.75 48" DIA CB-201 RIM: 971.5 INV (OUT): 968.20 48" DIA 88 ' - 1 5 " R C P @ 0 . 5 0 % 94 ' - 1 5 " R C P @ 0 . 5 0 % 36' - 1 5 " R C P @ 0.5 0 % 95 ' - 1 5 " R C P @ 0 . 5 0 % 31' - 16" PVC @ 0.50% 14' - 15" RCP @ 0.70 % 7' - 15" RCP @ 0.70% 62' - 15" RCP @ 0.41% 40' - 15" RCP @ 1.25% 15 2 ' - 1 5 " R C P @ 3 . 3 5 % 42 ' - 1 5 " R C P @ 1. 9 0 % 7' - 15" RCP @ 1.45% 8' - 15" RCP @ 1.24% 47' - 1 5 " R C P @ 0 . 4 3 % 153' - 15" RCP @ 0.78% 25' - 15" RCP @ 2.76% 12' - 12" RCP @ 4.01% 11' - 15" RCP @ 3.00% 14' - 15" RCP @ 0.35% MH-102 RIM: 974.4 INV (IN): 967.50 INV (IN): 964.00 INV (OUT): 963.90 72" DIA MH-104 RIM: 975.4 INV (IN): 963.20 INV (IN): 968.91 INV (IN): 969.57 INV (OUT): 962.54 72" DIA UNDERGROUND STORM CHAMBERS STONE BTM: 966.00 CHAMBER BTM: 966.75 CHAMBER TOP: 970.50 STONE TOP: 971.50 CHAMBER + STONE VOLUME: 12,000 CF WQV ELVATION = 969.20 100-YEAR HWL = 970.38 CB-202 RIM: 971.5 INV (IN): 968.10 INV (OUT): 968.00 48" DIA > > 3 6 ' - 1 5 " R C P @ 0. 4 2 % ER + STONE VOLUME: 27,900 CF UNDERGROUND STORM CHAMBERS STONE BTM: 964.50 CHAMBER BTM: 965.00 CHAMBER TOP: 973.50 STONE TOP: 974.00 CHAMBER + STONE VOLUME: 87,200 CF WQV ELVATION = 967.70 100-YEAR HWL = 972.76 94 ' - 5 4 " R C P @ 0 . 3 6 % LS-SAN-ALS-SAN-B MH-SAN-2 MH-SAN-1 I I DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 30 60 R C4.03 UTILITY PLAN - EAST NOTES 955 1 2 3 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER FORCEMAIN PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED SANITARY SEWER MANHOLE (MH) PROPOSED STORM SEWER MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED SURGE BASIN (SB) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >> >>>>>>>>>> LEGEND X X S FM 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES. 1 C4.03 9 7 4 97 2 97 3 97 5 97 4 97297397597697 7 97 8979980974 98 3 9 7 6 97 6 9 7 6 974 974 975 97 5 97 897 9 98 0 97 697 7 981982 983 984 985 98 0 97 6 97 7 976 97 4 975 973974 975 976 977 974 973 971 97 0 9 7 0 97 1 971 972 975 974 977 976 975 972 974 976 977 9 7 5 974 97 5 98 6 WI L L I A M S B R O S . P I P E L I N E C O . E A S E M E N T P E R D O C . N O S . 2 1 1 7 7 & 4 1 3 7 3 N 8 9 ° 5 2 ' 4 1 " W 13 2 9 . 2 8 AG P BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE EB EM EM BE FH GA T E GA T E HY D HY D HY D LP LP LP PI P E L I N E S I G N WM H OD OD OD RD TN TN TN TR A N S TR A N S TO P = IN V = SM H 97 3 . 0 96 4 . 0 W IN V = 9 6 3 . 9 S TO P = IN V = CB 97 3 . 7 96 1 . 0 S IN V = 9 6 1 . 1 N IN V = 9 6 4 . 3 S E IN V = 9 6 4 . 7 N W IN V = 9 6 7 . 8 N E TO P = IN V = CB ( B O L T E D ) 97 4 . 1 97 0 . 1 TOP=INV= CB 973.4 969.7NW INV=969.6S B I T U M I N O U S 10 0 . 5 32.9 50.0 37 . 2 2. 9 2. 9 7.7 318.8 92.4 12 0 . 1 48.2 10 0 . 0 48.3 5. 0 WV CO N C R E T E CO N C R E T E CO N C 24 . 3 AP P L E V A L L E Y H I G H S C H O O L MU L T I S T O R Y B R I C K B U I L D I N G BU I L D I N G F O O T P R I N T = 2 7 8 , 0 9 2 S Q . F T . ( E X C L U D I N G C O U R T Y A R D ) 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 22 A 10 F O O T C H A I N LI N K F E N C E GA S UGE UG E CO N C GE N E R A T O R W 12" RCPST S CO N C CO N C R E T E W W W ST A 30 1 3 ST A 30 1 7 TO P = IN V = SM H 97 5 . 8 0 96 4 . 8 E IN V = 9 6 5 . 0 N W AG P BE BE BT L CW T CW T FP GA T E GA T E GA T E GA T E GA T E GA T E GA T E OD SK I M SK I M SK I M ST C S T C ST C S T C WV U G E UGE TO P = IN V = SM H 97 3 . 3 96 5 . 1 N W IN V = 9 6 7 . 1 E IN V = 9 6 7 . 2 N IN V = 9 6 7 . 3 S W TO P = IN V = CB 97 3 . 4 96 8 . 6 TO P = IN V = CB 97 4 . 6 97 0 . 5 N , S TOP=INV= CB 974.6 970.1 NE INV=970.3 S 4 F T C H A I N L I N K FE N C E 15 15 B L O C K 1 5 1 5 15 15 1 5 1 5 1 5 1 5 15 15 15 15 RU B B E R S U R F A C E A R T I F I C I A L T U R F U G E CONC WALL UGE B I T U M I N O U S B I T U M I N O U S UGE S 8 7 ° 5 7 ' 1 3 " E 7 8 . 1 7 S11°33'46"E 15 7 . 2 5 12 " R C P S T S 54" RCP ST S 54" RCP ST S 48" RC P S T S 48 " R C P S T S 48"RCP S T S ABAND O N E D I N P L A C E 12 " P V C S T S 1 2 " P V C S T S 12"PVC ST S 3- 1 5 " X 3 0 " R C P IN V S = 9 7 4 . 2 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F AP P L E V A L L E Y H I G H S C H O O L DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F AP P L E V A L L E Y H I G H S C H O O L GA T E TN TN TN 1 T R 2 T R 3 T R 5 T R 7 T R 9 T R 10 T R 6 T R 4 T R 8 T R I I I I I S > S > > > > > > > > > > > >>>>>>>>>>>> >> D D >> >> >>>>>> D >>>>>> D D >> >> > > >> >> >> >> >> I I >>>>>>>>>>>> >> D D >> >> >>>>>> D >>>>>> D D >> >> > > >> >> >> >> >> MH-103 RIM: 974.40 INV (IN): 967.10 INV (OUT): 963.90 72" DIA 67' - 48" RCP @ 1.04% MH-105 RIM: 975.36 INV (IN): 963.20 INV (IN): 968.91 INV (IN): 969.57 INV (OUT): 962.54 72" DIA 94' - 54" RCP @ 0.36% CB-305 RIM: 975.54 INV (IN): 967.50 INV (IN): 961.49 INV (OUT): 961.49 48" DIA 948 950 955 960 965 970 975 980 985 948 950 955 960 965 970 975 980 985 -0+50 97 5 . 6 8 97 5 . 7 0+00 97 5 . 3 5 97 5 . 4 0+50 97 3 . 2 6 97 3 . 3 1+00 97 3 . 6 2 97 3 . 6 1+50 97 4 . 1 4 97 4 . 1 2+00 97 4 . 7 4 97 4 . 7 2+50 97 4 . 9 2 97 4 . 9 3+00 97 4 . 6 0 97 4 . 6 3+50 97 4 . 9 1 97 4 . 9 4+00 97 4 . 7 9 97 4 . 8 4+50 97 4 . 2 1 97 4 . 2 5+00 67' - 48" RCP @ 1.04%67' 48" RCP @ 1.04%94' - 54" RCP @ 0.36%94' 54" RCP@ 0.36% MH-104 RIM: 975.36 INV (IN): 963.20 INV (IN): 968.91 INV (IN): 969.57 INV (OUT): 962.54 MH-102 RIM: 974.40 INV (IN): 967.50 INV (IN): 964.00 INV (OUT): 963.90 EX 198' - 54" RCP @ 0.36%198' 54" RCP@ 0.36% EX 78' - 48" RCP @ 1.02% 78' 48" RCP@ 1.02% CB-305 RIM: 975.54 INV (IN): 967.50 INV (IN): 961.49 INV (OUT): 961.49 EX 103' - 54" RCP @ 0.38%103' 54" RCP@ 0.38% WATERMAIN CROSSINGS OFFSET WATERMAIN TO ACHIEVE MINIMUM 18" SEPERATION APPROXIMATE INVERT = 959.30 FINISHED GROUND EXISTING GROUND FEETSCALE 0 HORZ. 30 60 FEETSCALE 0 VERT. 05 10 R DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C4.04 CITY STORM SEWER PLAN AND PROFILE 955 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >> >>>>>>>>>> LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES. NOTES 1 C4.04 CITY STORM SEWER PROFILE 1" = 30' 1 2 3 960 965 970 975 980 985 97 6 . 1 7+00 97 5 . 7 7+50 97 5 . 7 0 97 5 . 8 8+00 97 5 . 2 9 97 5 . 4 8+50 97 4 . 8 9 97 4 . 4 9+00 97 2 . 5 1 97 5 . 4 9+50 97 2 . 7 8 97 5 . 8 10+00 97 2 . 3 9 97 4 . 4 10+50 97 3 . 4 9 97 4 . 5 11+00 97 6 . 3 7 97 9 . 0 11+50 12+00 12+50 45' - 6" PVC @ 1.04%45' 6" PVC @ 1.04% 164' - 6" PVC @ 1.04% 164' 6" PVC@ 1.04% LS-SAN-B RIM: 975.7 INV (IN): 965.96 INV (OUT): 966.00 48" DIA LS-SAN-A RIM: 975.6 INV (IN): 963.32 INV (OUT): 966.01 48" DIA MH-SAN-1 RIM: 973.9 INV (IN): 966.53 INV (OUT): 966.43 48" DIA MH-SAN-2 RIM: 974.2 INV (IN): 965.11 INV (OUT): 965.02 48" DIA 128' - 6" PVC @ 1.04% 128' 6" PVC@ 1.04% WM CROSSING APPROXIMATE INVERT = 962.53 EX. 48" STORM CROSSING STORM SEWER CROSSING BOTTOM OF STORM SEWER PIPE = 967.61 TOP OF SANITARY SEWER PIPE = 966.76 BS-SAN-1 INV: 967.00 FINISHED GROUND EXISTING GROUND 10' CLF 10' CLF 10' CLF 8' CLF 8' CLF 8' CLF 8' CLF 8' CLF 7' CLF CHECK COR CHECK COR CHECK COR CHECK COR CHECK COR COR GATE GATE GATE GATE KWB KWBKWB MH MH NPS NPS NPS NPS NPS RM FILET RM FILET UGG UGG UGG UGG UGG UGG UGG UGG UGG 975 980 978 977 976 976 977 976 979 976 977 978 979 977 9 7 5 975975 978 979 980 976 977 981 982 9 8 3 98 4 9 8 5 981 980 976 977 9 7 6 974 975 973 974 9 7 5 9 7 6 97 7 9 7 4 9 7 3 9 7 1 970970 971 9 7 2 986 WILLIAMS BR O S . P I P E L I N E C O . E A S E M E N T P E R D O C . N O S . 2 1 1 7 7 & 4 1 3 7 3 BE BE BE BE BE BE BE BE BE BE DUST DUST BE GATE GATEGATE GATE GP HYD HYD LP LP LP WMH PKS PKS PKS TRANS TOP= INV= SMH 973.0 964.0 W INV=963.9 S B I T U M I N O U S 88.7 2 5 . 0 73.71 5 . 0 101.7 1 0 . 0 49.0 100.5 3 2 . 9 5 0 . 0 37.2 WV CONCRETE CONCRETE CONC APPLE VALLEY H I G H S C H O O L MULTI STORY BR I C K B U I L D I N G BUILDING FOO T P R I N T = 2 7 8 , 0 9 2 S Q . F T . ( E X C L U D I N G C O U R T Y A R D ) 7 8 9 10 11 12 13 14 15 16 17 10 FOOT CHA I N LINK FENCE GAS UGE UGE 5 0 5 0 W W W STA 3009 STA 3017 TOP= INV= SMH 975.80 964.8 E INV=965.0 N W CONDUIT GATE GP GP HHE LP SKIM SKIM U G C UG C UG E UGE U G E UG E U G E 9 7 4 . 6 9 7 0 . 1 N E I N V = 9 7 0 . 3 SHIGH S C H O O L B L O C K 1 15 15 1 5 1 5 15 15 15 15 S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.1 7 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 4 8 " R C P S T S 48" RCP ST S 4 8 " R C P S T S A B A N D O N E D I N P L A C E 3-15"X30"RCP INVS=974.3 3-15"X30"RCP INVS=974.2 DRAINAGE A N D U T I L I T Y E A S E M E N T P E R P L A T O F APPLE VALLE Y H I G H S C H O O L S89°57'27"W GATE TN TN TN TN 1 TR 2 TR 3 TR 5 TR 7 TR 9 TR 10 TR 6 TR4 TR 8 TRI I STRM BTM:9 6 5 . 5 SAN TOP:96 4 . 0 SAN SERVICE INV:967.0 R.D. WATER SERV I C E FIRE SERVICE S > S > > > > > S >>>>>> S FM FM FM FM FM FM 6 7 8 9 10 11 1 P I : 8 + 0 9 . 9 7 P I : 8 + 1 6 . 6 2 P I : 9 + 8 0 . 1 6 PI: 1 1 + 0 7 . 7 4 E P : 1 1 + 5 2 . 5 4 > > > > > > >> D D > > > > > > > > > > D > > > > > > D D >>>> >> >> LS-SAN-A LS-SAN-B MH-SAN-2 MH-SAN-1 I I FEETSCALE 0 HORZ. 30 60 FEETSCALE 0 VERT. 05 10 R DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C4.05 SANITARY SEWER PLAN AND PROFILE 1 955 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER FORCEMAIN PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >> >>>>>>>>>> LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES. NOTES 1 2 3 FM 1 C4.05 SANITARY SEWER PROFILE 1 1" = 30' 960 965 970 975 980 985 -0+50 98 2 . 7 0+00 98 3 . 5 0+50 98 2 . 9 1+00 98 3 . 5 1+50 98 2 . 6 2+00 98 2 . 1 2+50 98 1 . 1 3+00 98 1 . 0 3+50 98 0 . 7 4+00 97 7 . 2 4+50 97 6 . 9 5+00 97 6 . 7 5+50 97 6 . 5 6+00 97 6 . 2 6+50 97 6 . 1 7+00 420' - 4" DIP @ -0.60% 420' 4"@ -0.60% 4" 272' - 4" DIP @ -1.10% 272' 4"@ -1.10%4" 59' - 4" DIP @ -1.10%59' 4" @ -1.10% 54' - 6" PVC @ 1.05%54' 6" PVC @ 1.05% 5' - 6" PVC @ 1.04%5' 6" PVC @ 1.04% MH-SAN-5 RIM: 983.4 INV (IN): 972.15 INV (OUT): 972.05 48" DIA MH-SAN-6 RIM: 980.2 INV (IN): 971.48 INV (OUT): 964.45 48" DIA EX. WM CROSSING (ASSUMED 8' DEPTH) EX. WM CROSSING (ASSUMED 8' DEPTH) EXISTING GROUNDFINISHED GROUND 980 985 990 995 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 AC A D E M Y V I L L A G E WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 WILLIA M S B R O S . P I P E L I N E C O . E A S E M E N T P E R DOC. N O S . 2 1 1 7 7 & 4 1 3 7 3 TOP= INV= CB 976.0 972.1N E , WBOTTO M = 9 7 1 . 3 TO P = IN V = CB 97 5 . 4 97 2 . 5 N , S W TOP= INV= CB 975.3 972.8 TOP= INV= SMH 978.0 971.7EINV=97 1 . 5 S BOTTO M = 9 7 1 . 4 STANDI N G W A T E R TO P = IN V = CB 97 6 . 0 97 1 . 1 S W ( 6 " H D P E ) IN V = 9 7 0 . 8 S W ( 1 2 " H D P E ) IN V = 9 7 0 . 6 N , S TOP= INV= SMH 976.5 970.8S, N E TOP= INV= SMH 976.0 970.7WINV=970 . 6 E TOP= INV= SMH 975.5 970.8N, S , E TOP= INV= SAN 978.5 966.6 TOP= INV= SMH 976.0 970.1WINV=97 0 . 0 N , S TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TOP= INV= CB 974.2 969.2-NINV=96 8 . 9 - N E - S E CO N C R E T E CONC DECORA T I V E BRICK TALL GRA S S TOP= INV= SMH 984.2 978.7SINV=97 8 . 5 N E TO P = IN V = CB 98 4 . 5 98 0 . 9 TO P = IN V = CB 98 4 . 6 98 0 . 6 S TO P = IN V = SM H 98 4 . 5 98 0 . 5 N W IN V = 9 7 8 . 1 S W IN V = 9 7 6 . 8 E TO P = IN V = SM H 98 4 . 9 98 0 . 5 N W IN V = 9 7 5 . 9 W IN V = 9 7 4 . 8 S TOP= INV= SMH 976.9 972.8 CONCR E T E CONCR E T E CONCR E T E CONC 5 6 7 8 9 10 11 12 13 TOP= INV= CB 974.9 971.9S,S W UG C UG C GAS U G E 12 " R C P S A N S 50 50 W W W UG C UG E W W W SAN S SAN S W STA 3015 STA 3009 B I T U M I N O U S CO N C R E T E UG C UG C FOL FOL UG C UGEUGE UG E UG E UG E APPLE VALLEY HIGH SCHOOL B L O C K 1 EDGE O F M O W E D G R A S S S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 12" RCP ST S 8" P V C S T S 12 " R C P ST S 15" RC P ST S 18" RCP ST S 21 " R C P S T S 8" PVC ST S 12 " H D P E S T S 12" HDPE ST S12" HDPE ST S 12" HD P E ST S ST S 12 " R C P S T S 12 " H D P E ST S 12 " R C P ST S 4 8 " R C P S T S 3-15"X30" R C PINVS=974. 3 3-15"X30" R C PINVS=974. 2 DRAINA G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F APPLE V A L L E Y H I G H S C H O O L DRAINA G E A N D U T I L I T Y E A S E M E N T P E R P L A T O F APPLE V A L L E Y H I G H S C H O O L CO N C R E T E C O N C PROPO S E D TENNIS C O U R T S STRM B T M : 9 6 5 . 5 SAN TO P : 9 6 4 . 0 S D D D EX. SER V I C E INV:968 . 2 9 ( 2 0 0 4 P L A N ) MH-SA N - 3 RIM:97 6 . 2 0 INV(E,N ) : 9 6 8 . 0 CONSTR U C T O V E R E X . P I P E FIELD V E R I F Y I N V E R T S >>>> S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S > > 0 1 2 3 4 5 6 7 8 9 BP : 0 + 0 0 . 0 0 PI : 0 + 0 4 . 5 6 PI: 0 + 4 6 . 3 3 PI: 0 + 5 9 . 0 6 P I : 1 + 1 7 . 9 8 P I : 3 + 8 9 . 5 1 PI : 8 + 0 9 . 9 7 PI : 8 + 1 6 . 6 2 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> LS-SAN-A LS-SAN-B MH-SAN-5 MH-SAN-6 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C4.06 SANITARY SEWER PLAN AND PROFILE 2 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C4.01, UTILITY PLAN OVERALL, FOR UTILITY NOTES. NOTES FEETSCALE 0 HORZ. 30 60 FEETSCALE 0 VERT. 05 10 R 1 C4.06 SANITARY SEWER PROFILE 2 1" = 30' 955 54.6 955 X.XX D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER FORCEMAIN PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED POST INDICATOR VALVE (PIV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >> >>>>>>>>>> LEGEND X X 1 2 3 FM PLAN SCALE: 1/2"=1'-0"R TOP SLAB PLAN SCALE: 1/2"=1'-0"R KEYNOTES: 48" DIAMETER DUPLEX LIFT STATION WET WELL AND 48" DIAMETER VALVE VAULT. ACCESS HATCH (BY THE PREFABICATED LIFT STATION MANUFACTURER). FLOAT CONTROLS AND CABLE RACK. FOUR (4) 3" SCHEDULE 80 PVC CONDUITS. STAINLESS STEEL GUIDE RAILS. INFLUENT PIPE (FIELD VERIFY EXISTING PIPE MATERIAL AND SIZE). - CONTRACTOR SHALL FIELD VERIFY FINAL LOCATION AND ELEVATION OF INFLUENT PIPE. 85" DIAMETER x 39" THICK CONCRETE BASE SLAB. - SEE MANUFACTURERS INSTALLATION INSTRUCTIONS. - CONCRETE SHALL BE POURED AROUND WET WELL ANTI-BUOYANCY COLLAR. - CONTRACTOR SHALL COORDINATE WITH THE PREFABRICATED LIFT STATION MANUFACTURER AND FOLLOW ALL INSTALLATION INSTRUCTIONS. SUBMERSIBLE PUMP. PUMP CONTROL LEVEL FLOATS. 2" FORCEMAIN. 3" FORCEMAIN. 2" CHECK VALVE. 2" GATE VALVE. 3"x2" REDUCER. 12" COMPACTED GRANULAR BASE THAT MEETS THE CRITERIA OF MnDOT AGGREGATE BASE, CLASS 5. 6" CONCRETE PAD AROUND WET WELL AND VALVE VAULT. ENGINEERED FILL. GROUND MOUNTED CONTROL PANEL (BY THE PREFABRICATED GRINDER STATION SUPPLIER). - INCLUDE ALL NECESSARY COMPONENTS FOR A FULLY FUNCTIONAL LIFT STATION. SUBMERSIBLE PRESSURE TRANSDUCER (BY THE PREFABRICATED GRINDER STATION MANUFACTURER). 8" VENT FROM WET WELL. CONDUIT QUANTITY AND SIZE FROM CONTROL PANEL TO WET WELL SHALL BE AS RECOMMENDED BY THE PREFABICATED LIFT STATION MANUFACTURER. STAINLESS STEEL PUMP GUIDE RAILS. 2" DRAIN WITH 1-PIECE P-TRAP TO WET WELL. 6x6x10' LONG TREATED WOOD POST WITH 12"Ø CONCRETE BASE (48" MIN. BURY DEPTH) WITH SAMPSON STRONG-TIE POST BASE AND (5) STAINLESS STEEL PIPE SUPPORT STRAPS SPACED EVENLY AND ATTACHED TO VENT PIPE. STAINLESS STEEL LIFTING CHAIN. PUMP CONTROL ELEVATIONS HIGH LEVEL ALARM 962.50 LAG PUMP ON 962.00 LEAD PUMP ON 961.50 PUMPS OFF 960.50 LOW LEVEL ALARM 959.50 1 2 3 4 5 6 7 16 17 18 10 11 9 19 SECTION SCALE: 1/2"=1'-0" 1 D1.01 1' - 0 " TOP OF SLAB ELEV.=958.50 BASE OF SLAB ELEV.=955.25 19 3 18 18 ' - 0 " 17 1'-6" 7 WW SUMP FLOOR ELEV.=958.00 VV FLOOR ELEV.=966.00 16 16 13 ' - 4 " 7' - 0 " 9'-0" 9'-0" 1' - 0 " 2 2 INV. ELEV.=963.00 VENT PIPE INV. ELEV.=967.00 2" FMN INV. ELEV.=967.00 10 ' - 0 " 12 13 11 10 1 VALVE VAULT WET WELL 6 17 20 1 D1.01 1 D1.01 16 21 21 14 22 21 8 13 8 14 15 1 15 1'-0" 24 20 20 7 5' - 0 " C L E A R M I N . 23 24 8 8 ℄ WET WELL 7 6 3 1 D1.01 10 10 11 10 13 12 13 12 ℄ 1 D1.01 4 5 ° 1210 23 4' - 0 " 2 25 25 24 9 30 ° (ROTATED FOR CLARITY) 3'-6"5'-6" ℄ WET WELL 1 10 ' - 0 " 4' - 0 " NOTE: CONCRETE BASE AND PIPE SUPPORT POST ROTATED FOR CLARITY DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER LAURA J. DETZLER 53753 LANDSCAPE ARCHITECT MJILJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations RICHARD W. KOECHLEIN 26678 D1.01 LIFT STATION D1.01 Graphic Scale for 1/2"=1'-0" 1 20 643 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C5.01 DETAILS NORMAL USE POSTS: (IF USED WITHOUT SUPPORT FENCE) WOOD 2" SQ. (MIN) @ 4' (MAX) SPACING METAL 0.95 lbs/lf (MIN.) @ 6' (MAX) SPACING DIRECTION OF RUNOFF FLOW NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES 6" MIN. 6" MIN. 24" MIN. BURY DEPTH (METAL) 18" MIN BURY DEPTH (WOOD) 30" MIN. 1 C5.01 SILT FENCE NOT TO SCALE 5' MIN. LENGTH POST (METAL) 4' MIN. LENGTH POST (WOOD) SILT FENCE FABRIC OVERLAP FABRIC 6" AND FASTEN @ 2' INTERVALS EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL NATURAL SOIL METAL STAKE OR WOOD POST OPTIONAL SUPPORT FENCE (WIRE MESH) 6" 6" 12" 6"24 5 3B 1 3A NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS SHALL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 6" 2 C5.01 EROSION CONTROL BLANKET NOT TO SCALE 6 NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC ENTERS OR EXITS THE CONSTRUCTION SITE 50' M I N I M U M AS RE Q U I R E D 3 C5.01 ROCK CONSTRUCTION ENTRANCE NOT TO SCALE EXISTING PAVEMENT TO REMAIN PROPERTY/R.O.W. LINE 2" TO 3" WASHED ROCK GEOTEXTILE FABRIC 6" MINIMUM THICKNESS FLOW 2' O . C . MAX . FL O W FL O W STAKE DETAIL INSTALLATION DETAIL 4 C5.01 SEDIMENT CONTROL LOG NOT TO SCALE SEDIMENT CONTROL LOG STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES WOOD STAKE DRIVEN AT 45°ANGLE BOTTOM OF SWALE WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY SEDIMENT CONTROL LOG PLACE LOG IN A SHALLOW TRENCH 10 " 6" UNSUITABLE SOIL TOPSOIL REFER TO STRUCTURAL DRAWINGS 3'-0" 1 1 VA R I E S NOTES: 1.BOTTOM OF EXCAVATION (INCLUDING ROCK EXCAVATION) MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL. 2.IN SOME LOCATIONS, FOOTING WILL REST ON ROCK. REFER TO STRUCTURAL DRAWINGS. 3.ROCK EXCAVATION WILL BE REQUIRED IN SOME LOCATIONS. 5 C5.01 BUILDING PAD NOT TO SCALE 4" SLAB AND 6" STABILIZED AGGREGATE BASE - VERIFY WITH ARCHITECTURAL PLANS FINISH FLOOR SUBGRADE FINISH GRADE (TURF) MINIMUM EXCAVATION LIMITS FOOTING SUITABLE SOIL ENGINEERED FILL BUILDING PAD (ENGINEERED FILL) 1 1 2'-0" 6' ' 6 C5.01 BELOW GRADE BUILDING WALLS NOT TO SCALE SHT# DET# FINISH GRADE (TURF AREAS)FINISH FLOOR BACKFILL AT BELOW GRADE WALLS FOOTING (REFER TO STRUCTURAL PLANS) FINISH FLOOR ELEVATION (FFE): REFER TO ARCHITECTURAL PLANS AND VERIFY LOWER LEVEL FFE AND LOCATIONS WHERE FFE VARIES 12" TOPSOIL OVER BACKFILL 6" TOPSOIL BUILDING PAD SOIL CORRECTION7 C5.01 NOT TO SCALE SCENARIO #1: FFE ABOVE EXISTING GRADE SCENARIO #2: FFE BELOW EXISTING GRADE 1 1 3'-0" AC T U A L B U I L D I N G P A D S O I L CO R R E C T I O N Q U A N T I T Y A F F E C T E D BY U N I T P R I C E AC T U A L B U I L D I N G P A D S O I L C O R R E C T I O N QU A N T I T Y A F F E C T E D B Y U N I T P R I C E UNSUITABLE SOIL TOPSOIL 1 1 3'-0" UNSUITABLE SOIL TOPSOIL SIDE LIMIT SUBGRADE UPPER LIMIT: EXISTING GRADE FOOTING BACKFILLING AND COMPACTING SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS EXCAVATION OF SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS MINIMUM EXCAVATION LIMITS EXCAVATION OF SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS SUITABLE SOIL LOWER LIMIT = BOTTOM OF EXCAVATION SHT# DET# SHT# DET# SIDE LIMIT UPPER LIMIT: EXISTING GRADE FOOTING MINIMUM EXCAVATION LIMITS SUITABLE SOIL LOWER LIMIT = BOTTOM OF EXCAVATION EXISTING GRADE FFE FFE NOTES: 1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. 2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. DE P T H ( V A R I E S ) 1/ 8 D E P T H ( 1 2 " M I N . ) 1/ 6 O . D . 1/ 8 O . D . ( 4 " M I N . ) 8 C5.01 PIPE BEDDING - RCP & DIP NOT TO SCALE SUBGRADE BACKFILL ABOVE PIPE BEDDING. REFER TO 31 23 33 PIPE BEDDING O.D. + 2' (MAX) NOTES: 1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. 2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 3.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. DE P T H ( V A R I E S ) 6" M I N . 1/ 8 O . D . (6 " M I N . ) PI P E D I A . 9 C5.01 PIPE BEDDING PVC NOT TO SCALE SUBGRADE PIPE BEDDING BACKFILL ABOVE PIPE BEDDING. REFER TO 31 23 33 O.D. + 2' (MAX) 5'' 1' - 4 " 4' - 0 " 27" 4'-0" 16 " O . C . NOTE: BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT 7" VA R I A B L E 16 " M A X . CL FLOW FLOW SANITARY SEWER MANHOLE10 C5.01 NOT TO SCALE COVER SHALL BE STAMPED "SANITARY SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. PRECAST CONCRETE ECCENTRIC CONE STEPS - INSTALL ON DOWNSTREAM SIDE @ 16'' O.C. RUBBER GASKET - TYP AT ALL JOINTS SLOPE AT 2 IN./FT. (TYP) RUBBER BOOTRUBBER BOOT GROUT TO 1/2 PIPE INTEGRAL BASE SECTION SLOPE @ 2 IN./FT. (TYP) "RIM ELEVATION" 8" AS REQUIRED NOTE: ADJUST TOP TO 1 2" BELOW FINISH GRADE OF PAVEMENT OR 1'' BELOW FINISH GRADE OF TURFGRASS SET SO AS TO PROVIDE 12'' OF UPWARD ADJUSTMENT. GATE VALVE AND VALVE BOX11 C5.01 NOT TO SCALE COVER SHALL BE STAMPED WITH "WATER" FINISH GRADE VALVE BOX GATE VALVE REFER TO PLAN FOR SIZES WATERMAIN CONCRETE THRUST BLOCK 8' - 0 ' ' M I N I M U M 3'-0" 8' - 0 ' ' M I N . C O V E R SHT# DET# FIRE HYDRANT12 C5.01 NOT TO SCALE HYDRANT MARKER HYDRANT, HEIGHT VARIES FINISH GRADE TRAFFIC FLANGE 2" ABOVE GRADE REFER TO DETAIL 4" x 4" VERTICAL BLOCK 4" x 4" THRUST BLOCK 1 CU. YD. OF 3 4'' CLEAR WASHED STONE. COVER STONE WITH POLYETHYLENE. TEE 6" HYD. LEAD MECH. JOINTS 6" GATE VALVE 8" CONCRETE THRUST BLOCKS 23 4" TIE RODS NOTE: HYDRANT SHALL BE PLACED 5' FROM THE BACK OF CURB OR EDGE OF PAVEMENT. 7' - 6 ' ' M I N . C O V E R 7' - 6 " M I N . C O V E R VARIES SE E N O T E B E L O W NOTE: 1' OF SLACK TO ALLOW FOR SETTLEMENT. HORIZONTAL OFFSET MAY HAVE TO BE USED IN SOME CASES TO INSURE A MINIMUM OF 7-6" OF COVER OVER SERVICE LINE. CURB BOX AND WATER SERVICE CONNECTION 13 C5.01 NOT TO SCALE CURB STOP REFER TO PLAN FOR CONTINUATION PROVIDE CAP FOR END OF CURB STOP 4" CONCRETE BLOCKCONTINUOUS PIECE OF COPPER SERVICE PIPE FROM MAIN TO CURB STOP EXISTING WATERMAIN CORPORATION COCK CURB BOX CURB STOP VALVE BEND CROSS TEE45° BEND WYE NOTES: 1.POUR CONCRETE THRUST BLOCKING AGAINST UNDISTURBED EARTH. 2.KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS, AND BOLTS. 3.BEARING AREAS IN THIS TABLE BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES OR SOIL BEARING PRESSURES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) * (200/SOIL BEARING STRESS) * (TABLE VALUE). PLUGGED CROSS PLUGGED CROSS PLUGGED TEE PLUG OR CAP NOMINAL FITTING SIZE (INCHES) TEE, WYE, PLUG, OR CAP 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN A1 A2 45° BEND 22.5° BEND 11.25° BEND 4 1.0 1.4 1.9 1.4 1.0 -- 6 2.1 3.0 4.3 3.0 1.6 1.0 - 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.6 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 THRUST BLOCK14 C5.01 NOT TO SCALE 1 4" PLYWOOD OVER FACE OF BOLTS A1 A2 UNDISTURBED SIDE OF TRENCH (TYP.) PIPE BEDDING (TYP.) WATERMAIN OFFSET15 C5.01 NOT TO SCALE PROPOSED / EXISTING SEWER - REFER TO PLAN FOR SIZES AND LOCATIONS ONE LENGTH OF PROPOSED WATERMAIN PIPE CENTERED AT CROSSING TRANSITION TO SPECIFIED DEPTH (TYP). INSTALL VERTICAL BENDS AS REQUIRED WATERMAIN SHALL HAVE 8' MINIMUM COVER 45 ° BEND (TYP) RESTRAINT AT EVERY JOINT 18 " M I N . DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C5.02 DETAILS PIPE SIZE 21" & LESS 24" TO 36" 42" TO 54" 60" & GREATER "U" BOLT DIA. 1/2" 5/8" 3/4" 1" WIDTH 24" 24" 24" 24" "U" BOLT REQUIREMENTS NOTE: 2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH JOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OF THE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN. RCP FLARED END SECTION (FES)1 C5.02 NOT TO SCALE C5.02 2 CONCRETE PIPE TIES ("U" BOLTS) TRASH GUARD WITH 5 8" DIA. RODS AT 6" ON CENTER. FASTEN TO FES WITH 3 HOT DIPPED GALV. CLIPS RIPRAP - REFER TO DETAIL D 51 5D 2' - 0 " D 5D PLAN SECTION A - A SECTION B - B 12 " 18 " B B A A 2 C5.02 RIPRAP AT FLARED END SECTION NOT TO SCALE CLASS III RIPRAP GEOTEXTILE FABRIC PLAN FINISH GRADE CLASS III RIPRAP GEOTEXTILE FABRIC PLAN FINISH GRADE FABRIC SHALL COVER THE AREA OF THE RIPRAP AND EXTEND UNDER THE APRON 3' MIN 12 " 16 " O . C . VARIES - REFER TO PLANS 27" 4' - 0 " VA R I A B L E 5" MIN. STORM SEWER MANHOLE3 C5.02 NOT TO SCALE COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. PRECAST CONCRETE ECCENTRIC CONE STEPS - INSTALL ON DOWNSTREAM SIDE @ 16'' O.C. RUBBER GASKET, TYP AT ALL JOINTS GROUT SHELF AND CHANNELS PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS PRECAST CONCRETE SECTION STORM SEWER PIPE - REFER TO PLAN FOR LOCATION, INVERT, AND SIZES "RIM ELEVATION" NOTE: BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH FLOW 4 C5.02 BACKWATER VALVE NOT TO SCALE BACKWATER VALVE SOLVENT WELD BACKWATER VALVE TO DRAIN TILE PROVIDE FLEXIBLE JOINT 6" DRAIN TILE CONNECT DRAIN TILE TO STRUCTURE AT ELEVATION SHOWN ON THE DRAWING. GROUT SECURE TO STRUCTURE WALL. MINIMIZE STUB THROUGH WALL. STUB ONLY AS REQUIRED TO ALLOW BACKWATER VALVE TO BE CONNECTED TO DRAIN TILE. PROVIDE FLEXIBLE JOINT AT CONNECTION REFER TO PLAN FOR STRUCTURE TYPE NOTE: ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3' O.C. WITH PLASTIC ZIP-TIES (OR APPROVED EQUAL). SEWER 15" 11 1 2" 4" 5 C5.02 CLEANOUT ASSEMBLY NOT TO SCALE MCDONALD 74M "A" SERIES CAST IRON METER PIT FRAME AND COVER FITTING HUB WITH 4" THREADED PLUG. APPLY TEFLON THREAD TAPE, OR APPROVED EQUAL, OVER THREADS. FINISH GRADE LEAVE 24" OF EXCESS WIRE AT SURFACE TRACER WIRE 24" DIA. x 8" THICK CONCRETE SLAB POURED AROUND CASTING (FLUSH WITH FINISH GRADE) REFER TO PLAN FOR INVERT ELEVATION 6" DRAIN TILE VARIES FLOW FLOW 6 1 CATCH BASIN6 C5.02 NOT TO SCALE "RIM ELEVATION" PRECAST COVER - 8" THICK STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. RUBBER GASKET - TYP AT ALL JOINTS PRECAST CONCRETE SECTION GROUT SHELF AND CHANNELSBASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS STORM SEWER PIPE- REFER TO PLAN FOR LOCATION, INVERT, AND SIZES MIN. 2 AND MAX. 5 ADJUSTING RINGS. METAL SEWER CASTING - REFER TO PLAN FOR TYPE 27" 3"3" 3" SUBSURFACE DRAIN7 C5.02 NOT TO SCALE C5.03 1 C5.03 11 C5.03 12 CURB AND GUTTER ASPHALT PAVEMENT SECTION REFER TO DETAIL 6" 3" MINIMUM UNDER TILE BURRITO WRAP TRENCH AND PEA ROCK WITH GEOTEXTILE FABRIC PEA ROCK AROUND TILE 6" DRAIN TILE - LENGTH OF INDIVIDUAL SUBSURFACE DRAIN SHALL BE 30' MINIMUM UNLESS NOTED OTHERWISE. C5.01 13 16 " O . C . VARIES - REFER TO PLANS 27" 4' - 0 " 5" MIN. 48 " FLOW FLOW 48'' SUMP MANHOLE8 C5.02 NOT TO SCALE COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. PRECAST CONCRETE ECCENTRIC CONE STEPS - INSTALL ON DOWNSTREAM SIDE @16'' O.C. PRECAST CONCRETE SECTION PROVIDE 4' SUMP PROVIDE FLEXIBLE JOINT TO CONNECTION - REFER TO SPECS RUBBER GASKET - TYP AT ALL JOINTS STORM SEWER PIPE - REFER TO PLAN FOR LOCATION, INVERT, AND SIZES "RIM ELEVATION" NOTE: BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH SECTION THROUGH PARABOLIC CORRUGATED POLYPROPYLENE CHAMBERS INFILTRATION AREA: UGS WEST 11 C5.02 NOT TO SCALE BOTTOM OF STONE = XXX.XX CHAMBER INV. = XXX.XX MINIMUM FINISH GRADE = XXX.XX MAXIMUM FINISH GRADE = XXX.XX FILL BETWEEN PAVEMENT SECTION AND SAND SUBBASE SHALL MEET PAVEMENT AREA SUBGRADE SPECIFICATION 24" SAND SUBBASE GEOTEXTILE FABRIC. INSTALL PER MANUFACTURERS RECOMMENDATIONS PREPARED SUBGRADE. REFER TO 31 23 33 FOR TESTING REQURIEMENTS SHT# DET# PARABOLIC CHAMBER OPEN GRADED STONE SECTION THROUGH PARABOLIC CORRUGATED POLYPROPYLENE CHAMBERS INFILTRATION AREA: UGS SOUTH 10 C5.02 NOT TO SCALE BOTTOM OF STONE = XXX.XX CHAMBER INV. = XXX.XX MINIMUM FINISH GRADE = XXX.XX MAXIMUM FINISH GRADE = XXX.XX FILL BETWEEN PAVEMENT SECTION AND SAND SUBBASE SHALL MEET PAVEMENT AREA SUBGRADE SPECIFICATION 24" SAND SUBBASE GEOTEXTILE FABRIC. INSTALL PER MANUFACTURERS RECOMMENDATIONS PREPARED SUBGRADE. REFER TO 31 23 33 FOR TESTING REQURIEMENTS SHT# DET# PARABOLIC CHAMBER OPEN GRADED STONE SECTION THROUGH PARABOLIC CORRUGATED POLYPROPYLENE CHAMBERS INFILTRATION AREA: UGS NORTH 9 C5.02 NOT TO SCALE BOTTOM OF STONE = XXX.XX CHAMBER INV. = XXX.XX MINIMUM FINISH GRADE = XXX.XX MAXIMUM FINISH GRADE = XXX.XX FILL BETWEEN PAVEMENT SECTION AND SAND SUBBASE SHALL MEET PAVEMENT AREA SUBGRADE SPECIFICATION 24" SAND SUBBASE GEOTEXTILE FABRIC. INSTALL PER MANUFACTURERS RECOMMENDATIONS PREPARED SUBGRADE. REFER TO 31 23 33 FOR TESTING REQURIEMENTS SHT# DET# PARABOLIC CHAMBER OPEN GRADED STONE 6'-0" "RIM" ELEVATION = 1117.40 0. 2 5 ' SU M P 12" PIPE IN INV. = 1115.00 STORM SEWER PIPE- REFER TO UTILITY PLANS FOR PIPE LENGTHS AND SLOPES PROVIDE FLEXIBLE JOINT - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 SECTION PLAN 1- 1 / 4 " GRATE DETAIL 6' INSIDE DIAM. PROVIDE 6-1/2" SS ANCHOR BOLTS W/CLIPS 1 1/2" x3/8" OUTER RING 1 1/2"x3/8" STEEL BARS @4" O.C. MAX EACH WAY 1/4"x1/4" STEEL BAR, WELD TO EACH MEMBER HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION PROVIDE FLEXIBLE JOINT - REFER TO SPECS WEIR INV. = 1116.90 6'-0" "RIM" ELEVATION = 1117.40 0. 2 5 ' SU M P PROVIDE FLEXIBLE JOINT - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION WEIR INV. = 1116.90 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 WEIR INV. = 1116.90 WEIR INV. = 1116.90 12" PIPE IN INV. = 1115.00 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 12" PIPE IN INV. = 1115.00 OUTLET CONTROL STRUCTURE OCS 1 12 C5.02 NOT TO SCALE 6" DRAIN TILE IN INV. = 1112.00 6" DRAIN TILE IN INV. = 1112.00 6" ORIFICE INV. = 1115.85 6" ORIFICE INV. = 1115.85 6'-0" "RIM" ELEVATION = 1117.40 0. 2 5 ' SU M P 12" PIPE IN INV. = 1115.00 STORM SEWER PIPE- REFER TO UTILITY PLANS FOR PIPE LENGTHS AND SLOPES PROVIDE FLEXIBLE JOINT - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 SECTION PLAN 1- 1 / 4 " GRATE DETAIL 6' INSIDE DIAM. PROVIDE 6-1/2" SS ANCHOR BOLTS W/CLIPS 1 1/2" x3/8" OUTER RING 1 1/2"x3/8" STEEL BARS @4" O.C. MAX EACH WAY 1/4"x1/4" STEEL BAR, WELD TO EACH MEMBER HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION PROVIDE FLEXIBLE JOINT - REFER TO SPECS WEIR INV. = 1116.90 6'-0" "RIM" ELEVATION = 1117.40 0. 2 5 ' SU M P PROVIDE FLEXIBLE JOINT - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION WEIR INV. = 1116.90 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 WEIR INV. = 1116.90 WEIR INV. = 1116.90 12" PIPE IN INV. = 1115.00 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 12" PIPE IN INV. = 1115.00 OUTLET CONTROL STRUCTURE OCS 1 13 C5.02 NOT TO SCALE 6" DRAIN TILE IN INV. = 1112.00 6" DRAIN TILE IN INV. = 1112.00 6" ORIFICE INV. = 1115.85 6" ORIFICE INV. = 1115.85 6'-0" "RIM" ELEVATION = 1117.40 0. 2 5 ' SU M P 12" PIPE IN INV. = 1115.00 STORM SEWER PIPE- REFER TO UTILITY PLANS FOR PIPE LENGTHS AND SLOPES PROVIDE FLEXIBLE JOINT - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 SECTION PLAN 1- 1 / 4 " GRATE DETAIL 6' INSIDE DIAM. PROVIDE 6-1/2" SS ANCHOR BOLTS W/CLIPS 1 1/2" x3/8" OUTER RING 1 1/2"x3/8" STEEL BARS @4" O.C. MAX EACH WAY 1/4"x1/4" STEEL BAR, WELD TO EACH MEMBER HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION PROVIDE FLEXIBLE JOINT - REFER TO SPECS WEIR INV. = 1116.90 6'-0" "RIM" ELEVATION = 1117.40 0. 2 5 ' SU M P PROVIDE FLEXIBLE JOINT - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION WEIR INV. = 1116.90 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 15" PIPE OUT INV. = 1112.30 WEIR INV. = 1116.90 WEIR INV. = 1116.90 12" PIPE IN INV. = 1115.00 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 12" PIPE IN INV. = 1115.00 OUTLET CONTROL STRUCTURE OCS 1 14 C5.02 NOT TO SCALE 6" DRAIN TILE IN INV. = 1112.00 6" DRAIN TILE IN INV. = 1112.00 6" ORIFICE INV. = 1115.85 6" ORIFICE INV. = 1115.85 DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA MATTHEW J. ISAKSON 59553 PROFESSIONAL ENGINEER MJI Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations C5.03 DETAILS NOTES: 1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2.CONSTRUCT WITH CURBING MACHINE. 3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 12" 6" 712" 13 1 2" 12" 1 2 AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4" MIN.) 7" B-612 CURB AND GUTTER1 C5.03 NOT TO SCALE 1 2" RADIUS 3" RADIUS SLOPE 3/4" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF LOT / DRIVE (TIP OUT). SLOPE 3/4" PER FOOT TOWARDS CURB FACE ON LOW SIDE OF LOT / DRIVE (TIP BACK). 1 2" RADIUS 8" FACE OF CURB 1:3 3" RADIUS C5.03 1 C5.03 11 B-612 CURB CUT2 C5.03 NOT TO SCALE B612 CURB AND GUTTER PAVEMENT SHALL BE FLUSH WITH TOP OF CURB (TYP) ASPHALT PAVEMENT 12' 4' UNLESS OTHERWISE NOTED ON PLANS 12' C5.03 12 C5.03 13 6" 6" 12" 12" 5'-0" TAPER SLOPE TOP OF CURB DOWN TO GUTTER SHT# DET# B-612 CURB TERMINATOR3 C5.03 NOT TO SCALE GUTTER UNIFORM ELEVATION 12" 4" 7" 12"NOTES: 1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2.CONSTRUCT WITH CURBING MACHINE. 3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER 5' ON EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 1 2 D-412 CURB & GUTTER4 C5.03 NOT TO SCALE SLOPE 3 4" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF LOT / DRIVE (TIP OUT). SLOPE 3/4" PER FOOT TOWARDS CURB FACE ON LOW SIDE OF LOT / DRIVE (TIP BACK). FACE OF CURB 8" 4" 1 2" RADIUS AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4" MIN.) 10' T R A N S I T I O N 1 C5.03 4 C5.03 CURB TRANSITION D-412 TO B-6125 C5.03 NOT TO SCALE PROVIDE EXPANSION JOINT AT ENDS OF TRANSITION (TYP.) 3'-0" 10 " 10 " 1' ' T Y P I C A L 3'-0" CONCRETE SLAB6 C5.03 NOT TO SCALE 8" CONCRETE SLAB 6" STABILIZED AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR CURB THICKENED SLABPREPARED SUBGRADE 8" CONCRETE SLAB 6" STABILIZED AGGREGATE BASE THICKENED SLAB PREPARED SUBGRADE EXPANSION JOINT 12" LONG - #5 REBAR DOWEL SPACED 2'-6" TYP. REQUIRED AT COLD JOINTS ONLY EQUAL TURFGRASS FLUSH WITH TOP OF WALK WALK WIDTH AS LABELED ON PLAN MI N . 4 " DE P T H C5.03 11 C5.03 12 C5.03 2 CONCRETE WALK7 C5.03 NOT TO SCALE ASPHALT PAVEMENT CONCRETE CURB AND GUTTER WALK FLUSH WITH TOP OF CURB AND PROVIDE TOOLED EDGE WITH EXPANSION JOINT 4" CONCRETE WALK MIN. 4" SAND BASE OR STABILIZED AGGREGATE BASE THICKENED TO BOTTOM OF CURB WHERE APPLICABLE PREPARED SUBGRADE PROVIDE 2% CROSS SLOPE (MAX.) UPHILL SIDE PROVIDE TOOLED EDGE (WITH EXPANSION JOINT AND CAULK SEALANT AT ALL STOOPS AND BUILDING AREAS) BUILDING WALL TREATMENT AT BUILDING TREATMENT AT DOWNHILL SIDE 1' ' TURFGRASS RECESSED 1" BELOW WALK SURFACE DOWNHILL SIDE 12" C5.03 13 2" MIN. PROVIDE 2% CROSS SLOPE (MAX) REFER TO GRADING PLAN FOR DIRECTIONDOWNHILL SIDE UPHILL SIDE 1' ' CONCRETE WALK8 C5.03 NOT TO SCALE WALK WIDTH AS LABELED ON PLAN 4" CONCRETE WALK 4" SAND BASE OR STABILIZED AGGREGATE BASE TURFGRASS FLUSH WITH TOP OF WALK PREPARED SUBGRADE TURFGRASS RECESSED 1" BELOW WALK SURFACE NOTE: PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK, BUILDING, AND STOOP JOINTS. 7 8" - 1 7 16" 1 5"50%-60% OF BASE DIAMETER 5 8" M I N . 2' - 0 " 5 8" MIN. 158" - 2 3 8" 15 16 " ( T Y P . ) PEDESTRIAN CURB RAMP9 C5.03 NOT TO SCALE NOTES: 1.1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2.PROVIDE A PATH OF TRAVEL 4'-0'' WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. 3.6'' TO 8'' IS THE REQUIRED OFFSET OF THE DETECTABLE WARNINGS/TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB, OR PLACE THE DETECTABLE WARNINGS AT THE BACK OF CURB. 4.ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2'-0'' MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4'-0'' TYP.) OF THE CURB RAMP. THIS 2'-0'' BY 4'-0'' WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, WHITE, OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GREY CEMENT COLOR. DOME SPACING DOME SECTION 2 3'-8" 2 3'-8" A 4' - 0 " MIN . 4' - 0 " MIN 4' - 0 " M I N 4'-0" UNLESS OTHERWISE NOTED ON PLAN 5'-8"5'-8" 2' - 0 " 4 3 6' - 0 " (6 " C U R B 4' - 0 " (4 " C U R B ) C O N C R E T E W A L K A 6'-3" (6" CURB) 4'-2" (4" CURB) 4'-0" UNLESS OTHERWISE NOTED ON PLAN 6'-3" (6" CURB) 4'-2" (4" CURB) 1 6'-0" (6" CURB) 4'-0" (4" CURB)4'-0" 15 16" (TYP.) 15 8" - 23 8" 6'-3" (6" CURB & 0.08 FT./FT. SLOPE) 4'-2" (4" CURB & 0.08 FT./FT. SLOPE) 4'-0" 6'-3" (6" CURB & 0.08 FT./FT. SLOPE) 4'-2" (4" CURB & 0.08 FT./FT. SLOPE) 6" SECTION VIEW PLAN VIEW ELEVATION VIEW C5.03 7 DISTURBED MINIMUM OUTER LIMITS OF CONCRETE WALK BACK OF CURB FRONT FACE OF CURB ROUND ALL SLOPED INTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDE CURB OR, CURB AND GUTTER 0.083 FT./FT. OR FLATTER 0.02 FT./FT. MAX DOME (TYP) CONCRETE WALK CRUSHED STONE LEVELING PAD (AS SPECIFIED) SUBSURFACE DRAIN - DAYLIGHT THROUGH WALL BOTTOM BLOCK AASHTO NO. 57 STONE TO EXTEND AT LEAST 12" BEHIND WALL TOP BLOCK MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL) 4' HIGH DECORATIVE FENCE GRADE TO DRAIN SURFACE WATER AWAY FROM WALL - REFER TO GRADING PLAN SLOPE VARIES FIELD CORE INTO 2nd COURSE BLOCK, GROUT FENCE POST IN-PLACE RETAINING WALL - PRECAST MODULAR BLOCK 10 C5.03 NOT TO SCALE 13 " 12 C5.03 MEDIUM DUTY ASPHALT PAVEMENT NOT TO SCALE 1.5" ASPHALT WEAR COURSE TACK COAT 1.5" ASPHALT BINDER COURSE 10" STABILIZED AGGREGATE BASE 12" MIN. SUBGRADE PREPARATION 16 " 13 C5.03 HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE 2" ASPHALT WEAR COURSE TACK COAT 2" ASPHALT BINDER COURSE 12" STABILIZED AGGREGATE BASE 12" MIN. SUBGRADE PREPARATION 8" 11 C5.03 LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE 2" ASPHALT WEAR COURSE 6" STABILIZED AGGREGATE BASE 12" MIN. SUBGRADE PREPARATION S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S 4 8 ° 0 1 ' 0 9 " E 1 4 5 . 0 0 N64°5 8 ' 5 1 " E 2 0 0 . 0 0 N85°58'51"E 200.00 S 2 5 ° 0 1 ' 0 9 " E 2 1 3 . 7 0 S83°01'09"E 200.00 40 40 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 CA R R O L W O O D V I L L A G E S E C O N D A D D I T I O N CA R R O L W O O D V I L L A G E F O U R T WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 CA R R O L W O O D V I L L A G E T H I R D A D D I T I O N EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 PO N D I N G E A S E M E N T P E R D O C . N O . 8 1 2 7 9 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 99 3 . 0 3 10"BAS 10"MPL 10"MPL 11"BAS 11"MPL 12"MPL 15"MPL 15"PIN 15"PIN 16"MPL 16"MPL 17"PIN 18"BOX 2_12"TR 3"POP 36"RCP 7"BAS 7"MPL 8"BAS 8"MPL 9"ASH 9"BAS 9"BAS 9"MPL 9"MPL AG P AGP AIS AIS AIS AIS 10" BAS 8" BAS 13" BAS 14" BAS 14" BAS 13" BAS 13" BAS 10" BAS 13" BAS 13" BAS13" BAS13" BAS 13" BAS 10" BAS BE BE BE BE BE BE BE BE BEBEBE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE N C H BE N C H BE N C H BE N C H BOULDER BT L BTL BTL BT L BTL BTL BTL BTL BTL BTL BTL BTL BTL BTL BTL CBOX CBX CBX CB X CBX CBX CBX CBX CBX CBX CBX COL COL COL 5" CRAB DUSTDUST EB 2-3" ELM EM EM EM EM EM BE FH FH FH FO SIGN FOL FP FP G G G G G G G G G G G G G G G G G G G G GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATEGATE GATE GATE GATE GATE GATE FOUL POLE GM GM GPGP GP 6" HACK 12" HACK 7" HACK HCR HCR HCR HCR HCR HCR HCS HCS HCS HH HHC HHC HHC HH E HHE HHF HYD HYD HYD HYD HYD HYD LDLD LP LP LP LP LP LP LP LP LP LP LP LP LPLP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LPLPLPLPLP LP LP LP LP LP LP LP LP LP LP LP LP LP PIPELINE SIGN PIPELINE SIGN MG MG WMH 15" MPL 15" MPL 8" MPL 18" MPL 15" MPL 15" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 3-9" MPL 12" MPL 12" MPL 14" MPL 13" MPL 13" MPL 13" MPL ODOD OD OD OD OD OD OD 13" PINW 18" PINW PIPELINE SIGN PIV PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKSPKSPKSPKSPKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS 12" PVC6" PVC 12" PVC 54"RCP 12" RCP 12" RCP 12" RCP RD RD 18" SPR 7" SPR 7" SPR STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STCO TCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCTC TC TC TC TC TCTCTCTCTCTCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTC TC TC TC TC TCTC TC TC TC TC TCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCS TCS TCS TD TNTNTNTN TRANS TRANS TRANS TRANS TRANS TRANS TRANS TR A N S UGC WAF WMH WV WV WV WV WV TOP= INV= SAN 1011.5 982.6 TOP= INV= SAN 996.4 981.6 TOP= INV= SAN 978.5 966.6 TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TOP= INV= SAN 972.6 963.3 TO P = IN V = SA N 97 7 . 3 95 9 . 4 TO P = IN V = SA N 97 5 . 4 95 8 . 8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S EVERGREEN TREES T R E E S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E SG R A V E L G R A V E L G R A V E L CONC G R A V E L CBOX CBOX CBOX EB EB EB WV C O N C R E T E CONC CONC G R A V E L B I T U M I N O U S CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S 20 FOOT CHAIN LINK FENCE 6 F O O T C H A I N L I N K FE N C E 6 FOOT CHAIN LINK FENCE G R A V E L CONC CONC B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S TENNIS C O U R T TENNIS C O U R T B I T U M I N O U S C O N C R E T E 24.2 58 . 1 24.2 58 . 1 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 BE BE 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A B I T U M I N O U S CONC CONC CONC CONC CON C CON C R E T E BLEA C H E R S 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 F O O T C H A I N LI N K F E N C E 10 FOOT CHAIN LINK FENCE 10 FOOT CHAIN LINK FENCE 10 FOOT CHAIN LINK FENCE 5 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENCE 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E UGC UGC UG C UG C UG C UG C UG C UG C FO L FO L FO L FO L FO L UG C UG C UG C UG C CONCRETE WALL CONCRETE WALL HYD CONC CONCRET E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W W SAN S 50 50 50 50 W W W U G C 12 " R C P S A N S W W W SAN S SAN S W 1 2 " R C P S T S GA R A G E CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L 50 50 W W W CONC WO O D WA L L WO O D WA L L CO N C CO N C W W W W W FO L FOLFOL CONC CONC CO N C CO N C CO N C CO N C CO N C [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] W SA N S SAN S 12 " R C P S A N S 12 " R C P S A N S 12 " R C P S A N S W SI G N CONCRETE WALL CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S 1-5 1-4 1-3 1-2 1-1 1-8 1-9 1-24 1-7 1-6 WETLAND FLAGS (SEE GENERAL NOTE 2) 2-8" BOX8" ELM8" ELM 9" ELM 18" ELM 24" ELM 8" ELM10" HACK 18" HACK 9" HACK 20" HACK 14" HACK 10" HACK 8" HACK 12" HACK 24" HACK 8" HACK 10" HACK24" OAK 30" OAK 11" OAK 20" OAK AGP BE BE BE BTL BTL BTLBTL BTL BTL BTL CAMERA CAMERA CELT CONDUIT CWT CWT FP GATE GATE GATE GATE GATE GATE GA T E GATE GATE GATE GATE GA T E GATE GATE GATE GATE GATE GATE G A T E GATE GATE GATE GATE GLP GLP GP GPGP GP GP GP GP HC R HCR HCR HC R HCS HCS HCS HCSHCSHCSHCS HCSHCS HH HH HHE HHE HHE HHE HH F HHF LP LP LP LP LP OD PKS PKS PKSPKS PKS PKS PKS PKS PKSPKS PKS SCOREBOARD SCOREBOARD SKIM SKIM SKIM SKIM SKIM STC STC STC STC STC STC STC STC STC S T C STC STC STC STC STC STC STC STC TAD TAD TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCS TCS TCS TCS PIPELINE SIGN WV BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD UG C UG C FOL FOL FO L U G C UG C UG C UGCU G C UGCFOLFO L FO L TD TD CO N C 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE ON CONCRETE WALL 4 FT CHAIN LINK FENCE ON CONCRETE FO L FO L 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y HIGH S C H O O L L O T 1 L O T 1 L O T 1 L O T 1 B L O C K 1 B L O C K 1 B L O C K 1 B L O C K 1 10 1010 10 15 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN FO L EDGE OF MOWED GRASS EDGE OF MOWED GRASS SAFETY NETTING A R T I F I C I A L T U R F BI T U M I N O U S KEYSTONE WALL KEYSTONE WALL 8 FOOT CHAIN LINK FENCE ON CONC 8 F O O T C H A I N L I N K FE N C E O N C O N C CO N C CO N C RU B B E R S U R F A C E 8 FOOT CHAIN LINK FENCE ON CONC SA N D SA N D SA N D SA N D CONCRETE CONCRETE CONCRETECONCRETE CO N C W A L L CONCRETE B I T U M I N O U S B I T U M I N O U S S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 4 8 " R C P S T S DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 N89°57'27"E 553.95 N89°57'27"E30.00 S0 ° 0 2 ' 3 3 " E 50 . 0 0 S 8 9 ° 5 7 ' 2 7 " W 3 0 . 0 0 N0°02'33"W50.00 PAD EASEMENT AREA PER DOC NO 880039 CO N C R E T E C O N C < GATE GATE TN TN TN TN 10"BAS 10"MPL 10"MPL 11"BAS 11"MPL 12"MPL 15"MPL 15"PIN 15"PIN 16"MPL 16"MPL 17"PIN 18"BOX 2_12"TR 3"POP 7"BAS 7"MPL 8"BAS 8"MPL 9"ASH 9"BAS 9"BAS 9"MPL 9"MPL 10" BAS 8" BAS 13" BAS 14" BAS 14" BAS 13" BAS 13" BAS 10" BAS 13" BAS 13" BAS13" BAS13" BAS 13" BAS 10" BAS 5" CRAB 2-3" ELM 6" HACK 12" HACK 7" HACK 15" MPL 15" MPL 8" MPL 18" MPL 15" MPL 15" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 3-9" MPL 12" MPL 12" MPL 14" MPL 13" MPL 13" MPL 13" MPL 13" PINW 18" PINW 18" SPR 7" SPR 7" SPR 2-8" BOX8" ELM8" ELM 9" ELM 18" ELM 24" ELM 8" ELM10" HACK 18" HACK 9" HACK 20" HACK 14" HACK 10" HACK 8" HACK 12" HACK 24" HACK 8" HACK 10" HACK24" OAK 30" OAK 11" OAK 20" OAK 1 TR 2 TR 3 TR 5 TR 7 TR 9 TR 10 TR 6 TR4 TR 8 TR 11 TR 12 TR 13 TR 16 TR 14 TR 15 TR 19 TR 20 TR 21 TR 22 TR 23 TR 26 TR 27 TR 29 TR 30 TR 31 TR 32 TR 33 TR 38 TR 37 TR 36 TR 40 TR41 TR43 TR44 TR 25 TR 45 TR 52 TR51 TR 50 TR 53 TR 54 TR 49 TR 48 TR 47 TR 46 TR 63 TR 64 TR 62 TR 57 TR 55 TR 56 TR 60 TR 61 TR58 TR 59 TR 65 TR 67 TR 69 TR 70 TR 74 TR 75 TR 39 TR 72 TR 71 TR 78 TR 77 TR 81 TR 82 TR 83 TR 84 TR87 TR 89 TR 88 TR 93 TR 94 TR 66 TR 95 TR 96 TR 97 TR 98 TR 99 TR 100 TR 104 TR 105 TR 79 TR 80 TR 18 TR 17 TR 28 TR 24 TR 35 TR 42 TR 73 TR 34 TR 68 TR 91 TR 90 TR 86 TR 85 TR 177 TR 176 TR 175 TR 174 TR 173 TR 172 TR 171 TR 170 TR 169 TR 168 TR 167 TR 166 TR 164 TR 165 TR 163 TR 162 TR 161 TR 159 TR 158 TR 160 TR 157 TR 156 TR 155 TR 154 TR 153 TR 152 TR 151 TR 150 TR 149 TR 148 TR 147 TR 146 TR 145 TR 144 TR 143 TR 142 TR 141 TR 140 TR 139 TR 138 TR 137 TR 136 TR 135 TR 134 TR 133 TR 132 TR 131 TR 130 TR 129 TR 128 TR 127 TR 126 TR 125 TR 124 TR 123 TR122 TR 121 TR 120 TR 119 TR 118 TR 117 TR 116 TR 115 TR 114 TR 113 TR 112 TR 111 TR 110 TR109 TR108 TR 107 TR 106 TR 103 TR 102 TR 101 TR 092 TR PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION RELOCATED GARAGE SKYWAY LINK PROPOSED TENNIS COURTS I S D D D D D D D S S SS S S D D D D D D D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D D D LS-SAN-ALS-SAN-B MH-SAN-2 MH-SAN-1 MH-SAN-5 MH-SAN-6 I DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA LAURA J. DETZLER 53753 LANDSCAPE ARCHITECT LJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R L1.00 TREE MITIGATION PLAN 1.(1) For individual lot development for commercial, industrial, and institutional uses, 10% of the total number of diameter inches of significant trees removed must be replaced with caliper inches within the subject lot. Trees replaced under this requirement may be used to satisfy part of the landscape requirement for the lot; Code PROPOSED LANDSCAPE COSTS S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S89°51'35"W 1287.86 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 S 4 8 ° 0 1 ' 0 9 " E 1 4 5 . 0 0 N64°5 8 ' 5 1 " E 2 0 0 . 0 0 N85°58'51"E 200.00 S 2 5 ° 0 1 ' 0 9 " E 2 1 3 . 7 0 S83°01'09"E 200.0 0 N 0 7 ° 5 8 ' 5 1 " E 4 5 0 . 0 0 840.00 22 7 . 2 4 840.00 40 40 N 0 0 ° 0 4 ' 2 3 " W 2 5 5 5 . 0 5 PO N D I N G E A S E M E N T P E R D O C . N O . 8 1 2 7 9 PONDING EASEMENT PER DOC. NO. 81279 N89°52'41"W 1329.28 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 WILLIAMS BROS. PIPELINE CO. EASEMENT PER DOC. NOS. 21177 & 41373 N89°52'41"W 1329.28 10"BAS 10"MPL 10"MPL 11"BAS 11"MPL 12"MPL 15"MPL 15"PIN 15"PIN 16"MPL 16"MPL 17"PIN 18"BOX 2_12"TR 3"POP 36"RCP 7"BAS 7"MPL 8"BAS 8"MPL 9"ASH 9"BAS 9"BAS 9"MPL 9"MPL AG P AGP AIS AIS AIS AIS AIS 10" BAS 8" BAS 13" BAS 14" BAS 14" BAS 13" BAS 13" BAS 10" BAS 13" BAS 13" BAS13" BAS13" BAS 13" BAS 10" BAS BE BE BE BE BE BE BEBEBEBE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE N C H BE N C H BE N C H BE N C H 2-8" BLCH 18" BLCH 8" BLCH BOULDER 36" BOX BT L BTL BTL BT L BTL BTL BTL BTL BTL BTL BTL BTL BTL BTL BTL CBOX CBX CBX CB X CBX CBX CBX CBX CBX CBX CBX CBX CBX COL COL COL 5" CRAB DUSTDUST EB EB EB 2-3" ELM EM EM EM EM EM EM BE FH FH FH FO SIGN FOL FP FP G G G G G G G G G G G G G G G G G G G G G GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATE GATEGATE GATE GATE GATE GATE GATE FOUL POLE FOUL POLE GM GM GPGP GP 6" HACK 12" HACK9" HACK 9" HACK 12" HACK 7" HACK HCR HCR HCR HCR HCR HCS HCS HCS HH HHC HHC HHC HH E HHE HHF HYD HYD HYD HYD HYD HYD LDLD LP LP LP LP LP LP LP LP LP LP LP LP LPLP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LPLPLPLPLP LP LP LPLPLPLPLPLPLPLPLP LP LP LP LP LP LP LP LP LP LP LP LP LP LP PIPELINE SIGN PIPELINE SIGN MG MG WMH 15" MPL 15" MPL 8" MPL 18" MPL 15" MPL 15" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 3-9" MPL 12" MPL 12" MPL 14" MPL 13" MPL 13" MPL 13" MPL ODOD OD OD OD OD OD OD 24" PIN 12" PIN 13" PINW 18" PINW PIPELINE SIGN PIV PKS PKS PKS PKS PKS PKS PKS PKS PKS PKS PKSPKSPKSPKSPKS PKS PKS PKS PKS PKS PKS PKS PKS PKS 12" PVC6" PVC 12" PVC 42" RCP 18" RCP 18" RCP 54"RCP 12" RCP 15" RCP 12" RCP 12" RCP RD RD SCO R E B O A R D 18" SPR 7" SPR 7" SPR STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STC STCO TCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCTC TC TC TC TC TCTCTCTCTCTCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTC TC TC TCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTCTC TC TC TC TC TC TC TC TC TC TCTC TC TC TC TC TCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCS TCS TCS TCS TCS TCS TD TNTNTNTN TRANS TRANS TRANS TRANS TRANS TRANS TRANS TRANS TR A N S UGC WAF WMH WV WV WV WV WV WV TOP= INV= SAN 996.4 981.6 TOP= INV= SAN 978.5 966.6 TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TOP= INV= SAN 972.6 963.3 TO P = IN V = SA N 97 7 . 3 95 9 . 4 TO P = IN V = SA N 97 5 . 4 95 8 . 8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S T R E E S T R E E S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S T R E E S T R E E S T R E E S B I T U M I N O U S G R A V E L G R A V E L G R A V E L CONC G R A V E L CBOX CBOX CBOX EB EB EB WV CONCRETE CONCRETE CONCRETE BENCHES S A N D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONC B I T U M I N O U S C O N C R E T E 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 30 BE BE 2 3 27 28 29 B L E A C H E R S B L E A C H E R S 22A B I T U M I N O U S CONC CONC CONC CONC CON C CON C R E T E BLEA C H E R S 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 20 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 4 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE 3 FOOT SPLIT RAIL FENCE 5 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 8 FOOT CHAIN LINK FENCE 8 FOO T C H A I N L I N K FENC E 8 F O O T C H A I N L I N K FE N C E 5 F O O T C H A I N L I N K FE N C E UGC UGC UG C UG C UG C UG C UG C UG C FO L F O L FO L FO L FO L FO L UG C UG C UG C GASGASGAS GAS GAS GA S GASGASGAS GA S UGEUG E UGE UG E UG E UGE UGE UG E UG E UGE UGE UGE UGE UGE UG E UG E UG E UGE UGE UGE U G E CONCRETE WALL CONCRETE WALL HYD CONC CONCRET E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W 50 50 50 50 W W W U G C 12 " R C P S A N S UG E W W W SAN S SAN S GENERATOR W 1 2 " R C P S T S CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S KE Y S T O N E WA L L 50 50 W W W [S89°47'44"W] W CONC WO O D WA L L WO O D WA L L CO N C CO N C W W W W W UG E UG E UGE FO L FOLFOL CONC CONC CO N C CO N C CO N C CO N C CO N C [S83°05'E] [N85°55'E] [ S 4 8 ° 0 5 ' E ] [N64°5 5 ' E ] [ S 2 5 ° 0 5 ' E ] W SA N S SAN S 12 " R C P S A N S 12 " R C P S A N S 12 " R C P S A N S W SI G N CONCRETE WALL [N 0 7 ° 5 5 ' E ] CONC CONC WALL STA 3001 STA 3012 STA 3013 STA 3008 STA 3000 STA 3014 STA 3015 STA 3009 STA 3017 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E CONCRETE CONCRETE CONCRETE CONCRETE B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S U G E B I T U M I N O U S GRAVEL GRAVEL B I T U M I N O U S UGE UG E UGE UG E UG E UG E U G E 1-5 1-4 1-3 1-2 1-1 1-22 1-23 1-8 1-9 1-10 1-11 1-12 1-13 1-14 1-15 1-16 1-17 1-18 1-19 1-20 1-21 1-24 1-7 1-6 POND WATER ELEVATION = 960.5 FEET JUNE 5, 2020 WETLAND FLAGS (SEE GENERAL NOTE 2) WETLAND FLAGS (SEE GENERAL NOTE 2) WETLAND FLAGS (SEE GENERAL NOTE 2) 2-8" BOX8" ELM8" ELM 9" ELM 8" ELM10" HACK 8" HACK 10" HACK24" OAK AGP BE BE BE BTL BT L BT L BTL BTL BTLBTL BTL BTL BTL CAMERA CAMERA CELT CONDUIT CWT CWT FP G G G GATE GATE GATE GA T E GATE GATE GATE GATE GA T E GATE GATE GATE GATE GATE GATE G A T E GATE GATE GATE GATE GLP GP GPGP GP GP GP GP HC R HCR HCR HC R HCS HCS HCS HCSHCSHCSHCS HCSHCS HH HH HHE HHE HH F HHF LP MH OD PKS PKS PKSPKS PKS PKS PKS PKS PKSPKS PKS SCOREBOARD SKIM SKIM SKIM STC STC STC STC STC STC STC STC STC S T C STC STC STC STC STC STC STC STC TAD TADTA D TAD TAD TC TC TC TC TC TC TC TC TC TC TC TC TCTC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCS TCS TCS TCS TCS PIPELINE SIGN WV BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD GAS GAS UG C UG C FOL FOL FO L UG C UG E UGE U G E UG E UG E UG E UG E UG E UGE UGE UGE U G E UGE UG E UGCU G C UGCFOLFO L UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E UG E UGE U G E UGE UGE UGE UGE UGE UGE UGE UG E UGE UGE UGE UGE UGE UG E UG E UG E UG E FO L UGE UG E TD TD CO N C 4 FOOT CHAIN LINK FENCE 4 F O O T C H A I N L I N K FE N C E 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE GAS GA S FO L FO L FO L FO L 15 15 15 15 15 15 15 15 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL S89°51'35"W 1287.86 10 10 10 10 10 10 10 10 10 10 15 15 15 15 15 15 1515 15 15 15 15 15 15 15 15 WOOD CHIPS UGE RUBBER SURFACE RU B B E R S U R F A C E RU B B E R S U R F A C E RUBBER SURFACE RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F A R T I F I C I A L T U R F A R T I F I C I A L T U R F B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S ROCK UGEUGE UGE UGE UGEUGE UGE DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL SIGN FO L EDGE OF MOWED GRASS EDGE OF MOWED GRASS UGE CONCRETE CONCRETE CONCRETECONCRETE UGE CO N C W A L L CONCRETE UG E B I T U M I N O U S B I T U M I N O U S UG E S 3 6 ° 1 6 ' 4 1 " E 4 4 7 . 9 1 S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 5 4 ' 5 2 " E 4 1 6 . 4 2 S 1 7 ° 4 3 ' 5 1 " E 2 1 4 . 9 0 S89°50'16"E 518.57 9 4 3 . 2 1 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 40 40 40 40 40 40 40 40 40 CO N C R E T E C O N C < GATE GATE TN TN TN TN 10"BAS 10"MPL 10"MPL 11"BAS 11"MPL 12"MPL 15"MPL 15"PIN 15"PIN 16"MPL 16"MPL 17"PIN 18"BOX 2_12"TR 3"POP 7"BAS 7"MPL 8"BAS 8"MPL 9"ASH 9"BAS 9"BAS 9"MPL 9"MPL 10" BAS 8" BAS 13" BAS 14" BAS 14" BAS 13" BAS 13" BAS 10" BAS 13" BAS 13" BAS13" BAS13" BAS 13" BAS 10" BAS 2-8" BLCH 18" BLCH 8" BLCH 36" BOX 5" CRAB 2-3" ELM 6" HACK 12" HACK9" HACK 9" HACK 12" HACK 7" HACK 15" MPL 15" MPL 8" MPL 18" MPL 15" MPL 15" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 12" MPL 3-9" MPL 12" MPL 12" MPL 14" MPL 13" MPL 13" MPL 13" MPL 24" PIN 12" PIN 13" PINW 18" PINW 18" SPR 7" SPR 7" SPR 2-8" BOX8" ELM8" ELM 9" ELM 8" ELM10" HACK 8" HACK 10" HACK24" OAK 1 TR 2 TR 3 TR 5 TR 7 TR 9 TR 10 TR 6 TR4 TR 8 TR 11 TR 12 TR 13 TR 16 TR 14 TR 15 TR 19 TR 20 TR 21 TR 22 TR 23 TR 26 TR 27 TR 29 TR 30 TR 31 TR 32 TR 33 TR 38 TR 37 TR 36 TR 40 TR41 TR43 TR44 TR 25 TR 45 TR 52 TR51 TR 50 TR 53 TR 54 TR 49 TR 48 TR 47 TR 46 TR 63 TR 64 TR 62 TR 57 TR 55 TR 56 TR 60 TR 61 TR58 TR 59 TR 65 TR 67 TR 69 TR 70 TR 74 TR 75 TR 39 TR 72 TR 71 TR 78 TR 77 TR 81 TR 82 TR 83 TR 84 TR87 TR 89 TR 88 TR 93 TR 94 TR 66 TR 95 TR 96 TR 97 TR 98 TR 99 TR 100 TR 104 TR 105 TR 79 TR 80 TR 18 TR 17 TR 28 TR 24 TR 35 TR 42 TR 73 TR 34 TR 68 TR 91 TR 90 TR 86 TR 85 TR 177 TR 176 TR 175 TR 174 TR 173 TR 172 TR 171 TR 170 TR 169 TR 168 TR 167 TR 166 TR 164 TR 165 TR 163 TR 162 TR 161 TR 159 TR 158 TR 160 TR 157 TR 156 TR 155 TR 154 TR 153 TR 152 TR 151 TR 150 TR 149 TR 148 TR 147 TR 146 TR 145 TR 144 TR 143 TR 142 TR 141 TR 140 TR 139 TR 138 TR 137 TR 136 TR 135 TR 134 TR 133 TR 132 TR 131 TR 130 TR 129 TR 128 TR 127 TR 126 TR 125 TR 124 TR 123 TR122 TR 121 TR 120 TR 119 TR 118 TR 117 TR 116 TR 115 TR 114 TR 113 TR 112 TR 111 TR 110 TR109 TR108 TR 107 TR 106 TR 103 TR 102 TR 101 TR 092 TR 40.00' MINIMUM SETBACK 50 . 0 0 ' M I N I M U M S E T B A C K 50 . 0 0 ' M I N I M U M S E T B A C K 40.00' MINIMUM SETBACK PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION RELOCATED GARAGE SKYWAY LINK PROPOSED TENNIS COURTS I S D D D D D D D SD SD SD SD SD S S > > S >>>SFMFMFMFMFM FM FM FM S S > >> >> D D > > >> D >> D D >> > > > > D D >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D D D >> >> >> I SOD SOD SOD SOD SEED DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA LAURA J. DETZLER 53753 LANDSCAPE ARCHITECT LJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R L1.01 LANDSCAPE OVERALL REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET XXX, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 2 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 3 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 2 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACFA 2 ACER X FREEMANII 'AF#1'FIREFALL™ FREEMAN MAPLE 2.5" CAL.B&B ACFJ 2 ACER X FREEMANII 'JEFFERSRED'AUTUMN BLAZE® FREEMAN MAPLE 2.5" CAL.B&B ACFS 6 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B BENI 2 BETULA NIGRA RIVER BIRCH 2.5" CAL.B&B BEPO 2 BETULA POPULIFOLIA 'WHITESPIRE'WHITESPIRE BIRCH 2.5" CAL.B&B CASP 6 CATALPA SPECIOSA NORTHERN CATALPA 2" CAL.B&B CEOC 5 CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL.B&B GIBA 4 GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD MAIDENHAIR TREE 2.5" CAL.B&B GIBP 5 GINKGO BILOBA 'THE PRESIDENT'PRESIDENTIAL GOLD® MAIDENHAIR TREE 2.5" CAL.B&B GTII 3 GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'IMPERIAL® HONEY LOCUST 2.5" CAL.B&B GTIS 6 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'SKYLINE® HONEY LOCUST 2.5" CAL.B&B GYDE 8 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE 2.5" CAL.B&B GYDU 4 GYMNOCLADUS DIOICA 'UMNSYNERGY'TRUE NORTH™ KENTUCKY COFFEETREE 2.5" CAL.B&B OSVI 8 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B PODS 4 POPULUS DELTOIDES 'SIOUXLAND'EASTERN COTTONWOOD SIOUXLAND 2.5" CAL.B&B POTR 5 POPULUS TREMULOIDES QUAKING ASPEN 2.5" CAL.B&B QUBI 2 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B SAPC 2 SALIX X 'PRAIRIE CASCADE'PRAIRIE CASCADE WILLOW 2.5" CAL.B&B TIAB 5 TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDEN 2.5" CAL.B&B TIAM 6 TILIA AMERICANA 'MCKSENTRY'AMERICAN SENTRY® LINDEN 2.5" CAL.B&B TIAR 2 TILIA AMERICANA 'REDMOND'REDMOND AMERICAN LINDEN 2.5" CAL.B&B TICG 9 TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN 2.5" CAL.B&B TIMH 2 TILIA MONGOLICA 'HARVEST GOLD'HARVEST GOLD LINDEN 2.5" CAL.B&B ULAP 2 ULMUS AMERICANA 'PRINCETON'PRINCETON ELM 2.5" CAL.B&B ULAS 2 ULMUS AMERICANA 'ST. CROIX'FIRST EDITIONS® ST CROIX™ AMERICAN ELM 2.5" CAL.B&B ULJP 4 ULMUS JAPONICA X PUMILA 'NEW HORIZON'NEW HORIZON ELM 2.5" CAL.B&B ORNAMENTAL TREES AGAB 4 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.5" CAL.B&B CCGI 4 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN 1.5" CAL.B&B SYRE 4 SYRINGA RETICULATA 'WILLAMETTE'IVORY PILLAR™ JAPANESE TREE LILAC 1.5" CAL.B&B CONIFERS ABFR 2 ABIES FRASERI FRASER FIR 6` HT.B&B JUVI 14 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6` HT.B&B PIAB 2 PICEA ABIES NORWAY SPRUCE 6` HT.B&B PIGL 4 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIME 2 PICEA MEYERI MEYER SPRUCE 6` HT.B&B PIBA 5 PINUS BANKSIANA JACK PINE 6` HT.B&B PICE 2 PINUS CEMBRA SWISS STONE PINE 6` HT.B&B PIMT 2 PINUS MUGO 'TANNENBAUM'TANNENBAUM MUGO PINE 6` HT.B&B PINI 2 PINUS NIGRA AUSTRIAN PINE 6` HT.B&B PIPO 4 PINUS PONDEROSA PONDEROSA PINE 6` HT.B&B PIRE 6 PINUS RESINOSA NORWAY PINE 6` HT.B&B PISY 2 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B THOC 2 THUJA OCCIDENTALIS AMERICAN ARBORVITAE 6` HT.B&B TSCA 3 TSUGA CANADENSIS EASTERN HEMLOCK 6` HT.B&B SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AM 3 ARONIA MELANOCARPA BLACK CHOKEBERRY #5 CONT. DL 42 DIERVILLA LONICERA BUSH HONEYSUCKLE 30 - 36" SPR. GRASSES PV 9 PANICUM VIRGATUM SWITCH GRASS #1 CONT. PERENNIALS AI 5 ASCLEPIAS INCARNATA SWAMP MILKWEED #1 CONT. BA 5 BOLTONIA ASTEROIDES FALSE ASTER #1 CONT. SR 8 SOLIDAGO RIGIDA STIFF GOLDENROD #1 CONT. PLANT SCHEDULE 40 40 AC A D E M Y V I L L A G E AC A D E M Y V I L L A G E 3 R D AD D I T I O N WE S T L I N E O F T H E E A S T H A L F O F T H E N W QU A R T E R O F S E C . 2 8 DOC. NOS. 21177 & 41373 10"BAS 10"MPL 10"MPL 11"MPL 15"MPL 16"MPL 16"MPL 3"POP 7"BAS AG P AIS 13" BAS 10" BAS BE BE BE BE BE BE BE BE BE BE BOULDER BTL BTL BTL BTL BTL BTL CBX CBX CBX CBX CB X CBX CBX CB X CBX CBX CBX 5" CRAB DUSTDUST 2-3" ELM FH FOL FP G G G G G G G G GATE GATE GATE HCR HCS HCS HCS HH E HYD LP LP LP LP LPLP LP LP LP LP LP LP LP LPLPLP LPLP LP 15" MPL 15" MPL 8" MPL 18" MPL 15" MPL 15" MPL 12" MPL PIV PKS PKS PKS PKS PKSPKSPKSPKSPKS PKS PKS PKS 12" RCP 12" RCP RD 18" SPR STC STC STC STC STC STC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCS TRANS TRANS TRANS TRANS WMH WV WV WV WV TOP= INV= SAN 996.4 981.6 TOP= INV= SAN 978.5 966.6 TO P = IN V = SA N 98 3 . 8 96 5 . 5 TOP= INV= SAN 982.8 964.8 TO P = IN V = SA N 97 9 . 5 96 3 . 8 CO N C R E T E CONC DECORATIVE BRICK TALL G R A S S CONCRETE B I T U M I N O U S 1 4 5 6 7 8 9 BE BE 2 3 UGC UGC UG C UG C UG C FO L FO L UG C UG C UG C GASGAS UGEUG E UGE UG E UG E UGE UGE UG E CONCRETE WALL HYD CONCRE T E CO N C R E T E CO N C R E T E W LA LA W CONCRETE 12 " R C P S A N S W W 50 50 W WWU G C UG E W W W SAN S SAN S W SA N S 12 " R C P S A N S STA 3008 STA 3000 STA 3014 STA 3015 B I T U M I N O U S B I T U M I N O U S CO N C R E T E CO N C R E T E B I T U M I N O U S CO N C R E T E CO N C R E T E BTL BTL CONDUIT GP GPGP GP GP GP GP HCR HCR HCS HCSHCSHCSHCS HCSHCS HH HHE HHF MH PKS PKSPKS PKS PKS PKS PKS PKSPKS PKS TAD TAD TC TC TC TC TC TC TC TC TC TC TC TC TC TC TCS TCS UG C UG C FOL FOL F O L UG C UG E UG E UG E UGE UGE UGE UGE UGE 15 15 15 15 15 15 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL APPLE V A L L E Y HIGH S C H O O L APPLE V A L L E Y L O T 1 B L O C K 1 10 10 C O N C R E T E B I T U M I N O U S B I T U M I N O U S ROCK UGEUGE UGE UGE UGEUGE FO L EDGE OF MOWED GRASS EDGE OF MOWED GRASS S89°50'16"E 518.57 40 40 CO N C R E T E C O N C 10"BAS 10"MPL 10"MPL 11"MPL 15"MPL 16"MPL 16"MPL 3"POP 7"BAS 13" BAS 10" BAS 5" CRAB 2-3" ELM 15" MPL 15" MPL 8" MPL 18" MPL 15" MPL 15" MPL 12" MPL 18" SPR PROPOSED TENNIS COURTS S D D D D D D D SD SD S D SD SD SD SD SD SD SD SD FMFMFMFMFMFMFMFMFMFM FM FM FM FM FM FM FM FM S S > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D >> D >>D D SOD SEED DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA LAURA J. DETZLER 53753 LANDSCAPE ARCHITECT LJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R L1.02 LANDSCAPE WEST REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. NOTES S 0 0 ° 0 1 ' 2 1 " E 2 5 5 4 . 6 8 EA S T L I N E O F T H E N W Q U A R T E R O F S E C . 2 8 TOP= INV= SMH 973.0 964.0 W INV=963.9 S TOP= INV= CB 972.2 969.5 TOP= INV= CB 973.7 961.0 S INV=961.1 N INV=964.3 SE INV=964.7 NW INV=967.8 NE TOP= INV= CB(BOLTED) 974.1 970.1 TO P = IN V = CB 97 3 . 4 96 9 . 7 N W IN V = 9 6 9 . 6 S TO P = IN V = SM H 97 6 . 7 97 1 . 1 N W IN V = 9 7 1 . 0 N IN V = 9 6 5 . 9 N E IN V = 9 6 5 . 5 S W B I T U M I N O U S CONCRETE CONCRETE CONC 1 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2324 25 26 22A TOP= INV= CB 972.7 969.2N,S TO P = IN V = CB 97 2 . 0 96 9 . 3 N , S 8 F O O T C H A I N L I N K FE N C E 8 F O O T C H A I N L I N K FE N C E 10 FOOT CHAIN LINK FENCE 8 FOOT CHAIN LINK FENCE GAS GA S UGEUG E UGE UG E UG E UG E UG E UGE UGE CONCRETE WALL CONCRETE WALL CONC CONCRE T E 50 W GENERATOR W 1 2 " R C P S T S CONC CONCRETE T R E E S T R E E S T R E E S T R E E S SH R U B S 50 W W W CONC WO O D W SA N S W STA 3013 STA 3008 STA 3000 STA 3017 U G E TOP= INV= SMH 975.80 964.8 E INV=965.0 NW BASE OF COLUMNS REMAIN FROM PREVIOUS SCOREBOARD UG C UG E UGE UG E UG E UG E UG E UG E UGE TOP= INV= SMH 973.4 967.9 W,SE TOP= INV= SMH 973.3 965.1 NW INV=967.1 E INV=967.2 N INV=967.3 SW TOP= INV= CB 973.4 968.6 TOP= INV= CB 974.6 970.5 N,S TO P = IN V = CB 97 4 . 6 97 0 . 1 N E IN V = 9 7 0 . 3 S 4 F O O T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 15 15 HIGH S C H O O L B L O C K 1 10 10 15 15 15 15 15 15 1515 15 15 15 15 RUBBER SURFACE RUBBER SURFACE A R T I F I C I A L T U R F B I T U M I N O U S C O N C R E T E C O N C R E T E B I T U M I N O U S UGE CO N C W A L L CONCRETE UG E B I T U M I N O U S B I T U M I N O U S UG E S87°57'13"E 78.17 S 1 1 ° 3 3 ' 4 6 " E 1 5 7 . 2 5 S 0 0 ° 0 7 ' 3 2 " E 1 0 4 8 . 9 3 1 2 " R C P S T S 15 " R C P ST S 15 " R C P ST S 12" RCP ST S 54 " R C P S T S 54 " R C P S T S 12" PVC S T S 6 " P V C S T S 12" RCPST S 12 " P V C ST S 4 8 " R C P S T S 48" RCP ST S 4 8 " R C P S T S A B A N D O N E D I N P L A C E 3-15"X30"RCPINVS=974.3 12"PVC S T S 12"PVC S T S 12 " P V C S T S 12"PERFORATED PVC ST S (P) INV=971.2 3-15"X30"RCPINVS=974.2 DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL DRAINAGE AND UTILITY EASEMENT PER PLAT OF APPLE VALLEY HIGH SCHOOL 12"PERFORATED PVC ST S (P) 12"PERFORATED PVC ST S 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) 6" D T ( P ) PROPOSED ACTIVITY CENTER FIRE ROAD SKYWAY PIER PROPOSED BUILDING ADDITION SKYWAY LINK I I III I S > S > > > > > S >>>>>>SFMFMFM >> >> >> >> >> >> >> D D > > > > >> >> >> D >> >> >> D D >>>> >> > > > > > > > > > > D >> D >> >>>>>>>>>> > > >> >> >> >> >> >> >> I I SOD SOD SOD DateRegistration Number Check: Drawn: Date: Comm: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North 3300 FERNBROOK ROAD, SUITE 300 PLYMOUTH, MINNESOTA 55447 Phone: (763) 544-7129 Email: goldenvalley@bolton-menk.com www.bolton-menk.com R XX/XX/XXXX XXXXXX 12/04/2024 MET MINNESOTA LAURA J. DETZLER 53753 LANDSCAPE ARCHITECT LJD Independent School District #196 3455 153rd Street West Rosemount, MN 55068 14450 Hayes Road Apple Valley, MN 55124 Apple Valley High School Additions and Renovations FEETSCALE 0 HORZ. 60 120 R L1.03 LANDSCAPE EAST REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND X X 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. NOTES MAIN LEVEL 100'-0" T.O. WALL GYM BOX 131'-8" T.O. WALL AC ENTRY 113'-0" 04.01 08.9307.38 08.94 05.1408.1008.30 03.04 TYP 08.94 07.38 05.14 03.04 07.38 03.04 07.38 05.1404.01 08.93 05.14 07.3808.30 03.04 PRECAST LEDGE 99'-2"BRICK LEDGE 99'-2"PRECAST LEDGE 99'-2"BRICK LEDGE 99'-2" 1' - 1 0 " 8"8" 1'-4" 2'-0" 1'-0" 35 ' - 6 " 7'-1 1/2" 1'-0 1/4" 10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0" 2'-8"7 1/4" 10'-0" 10'-0" 10'-0" 10'-0" 6 3/4"7'-8 1/4" 7'-1 1/2" MAIN LEVEL 100'-0" T.O. MASONRY 131'-8" T.O. WALL LINK 114'-4" 07.38 07.38 08.9304.01 08.96 08.59 07.3804.01 05.14 03.0408.30 TYP 07.3804.01 08.93 05.14 08.3003.04 08.94 TYP 07.38 07.38 04.01 PRECAST LEDGE 98'-6"BRICK LEDGE 99'-2"BRICK LEDGE 98'-6"PRECAST LEDGE 99'-2" 8" 6'-0" BRICK LEDGE 109'-2" 4'-9"10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 5'-2 1/2"1'-8 3/4"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"3'-3" 34 ' - 2 " 35 ' - 6 " MAIN LEVEL 100'-0" T.O. WALL GYM BOX 131'-8" T.O. WALL LINK 114'-4" T.O. WALL AC ENTRY 113'-0" T.O. WALL SKYWAY 113'-0" 07.38 04.01 08.93 04.01 07.38 05.1408.96 08.93 07.38 05.1408.30 TYP 03.0408.3008.94 08.59 04.01 07.38 BRICK LEDGE 98'-6"BRICK LEDGE 99'-2"PRECAST LEDGE 98'-6"BRICK LEDGE 98'-6" 9'-9 5/8" 10'-0" 10'-0" 10'-0" 10'-0" 9'-9 5/8" 34 ' - 2 " MAIN LEVEL 100'-0" T.O. WALL GYM BOX 134'-8" UPPER LEVEL 113'-4" 07.38 04.01 08.94 08.93 05.1408.30 TYP 03.04 07.38 07.3804.01 08.93 04.01 07.38 2'-0" 3'-0" 6'-4" 2'-0" 2'-8" 2'-0" 2'-8" 2'-0" 2'-8" 2'-0" 32" 24" 32" 24"32" 24" 32" 32" 24" 16" PRECAST LEDGE BRICK LEDGE 5'-8" 4'-4" BRICK LEDGE BRICK LEDGE 13 ' - 0 " 7 " 5'-10 1/2" 10.2710.06 12 ' - 6 " 2'-9 1/2" 10.2710.06 B1 C1 C1 C1 D1 C1 F1 C1D5C1D6 C1 F5 C1 NORTH MAIN LEVEL 100'-0" T.O. WALL GYM BOX 134'-8" T.O. WALL AC ENTRY 113'-0" 07.3807.38 05.1404.01 08.96 BRICK LEDGE 99'-2" F E D C B A 1 2 3 4 5 6 7 8 A MN NorthCheck: Drawn: Date: Comm: License Number: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed under the laws of the State of Scale: Date WOLD ARCHITECTS AND ENGINEERS 332 Minnesota Street, Suite W2000 St. Paul, Minnesota 55101 woldae.com | 651 227 7773 # 12 / 5 / 2 0 2 4 1 : 3 3 : 1 4 P M Au t o d e s k D o c s : / / 2 4 2 0 4 8 - A p p l e V a l l e y H i g h S c h o o l A ct i v i t y C e n t e r / 2 4 2 0 4 8 - A V H S A C T I V I T I E S C E N T E R AD D I T I O N - T O P F I L E ( R 2 3 ) . r v t As indicated ISD #196 AVHS ACTIVITY CENTER ADDITION AND RENOVATION C1 C1 - EXTERIOR ELEVATIONS 3455 153RD STREET WEST ROSEMOUNT, MN 55068 14450 Hayes Rd, Apple Valley, MN 55124 NOT FOR CONSTRUCTION 12.4.24 CITY SUBMITTAL Checker Author 01/09/2025 242048 Reg State Issue Date Arch Name Arch Num ARCHITECT 0 1/16" = 1'-0" WESTB1 12' 24' 0 1/16" = 1'-0" EASTC1 12' 24' 0 1/16" = 1'-0" SOUTHD1 12' 24' 0 1/16" = 1'-0" NORTHF1 12' 24' 0 1/8" = 1'-0" SIGNAGE ELEVATION 1D6 6' 12' 0 1/8" = 1'-0" SIGNAGE ELEVATION 2F5 6' 12' KEY PLANC8 ELEVATION MATERIALS KEY KEY MATERIAL 03.04 ARCHITECTURAL PRECAST CONCRETE 04.01 BRICK 1 05.14 PREFINISHED METAL RAINSCREEN PANEL 07.38 PREFINISHED ALUMINUM COPING 08.10 PREFINISHED MOTORIZED INSULATED COILING DOOR 08.30 PREFINISHED ALUMINUM WINDOW 08.59 PREFINISHED METAL LOUVER 08.93 PREFINISHED ALUMINUM CURTAIN WALL SYSTEM 08.94 HOLLOW METAL DOOR & FRAME 08.96 PREFINISHED ALUMINUM STOREFRONT SYSTEM 10.06 18" BLACK ALUMINUM DIMENSION LETTER SIGNAGE 10.27 METAL PANEL SIGNAGE Revisions Description Date Num 0 1/16" = 1'-0" SOUTHWESTD5 12' 24' City of MEMO Building Inspections TO: Alex Sharpe, Planning and Economic Development Specialist FROM: George Dorn, Chief Building Official DATE: October 21, 2024 SUBJECT: Apple Valley High School Additions and Renovations  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design. All inspections and permits for plumbing, sanitary and storm shall be conducted under the State of Minnesota Plumbing Division.  Geotechnical report boring log and Special Inspector Agreement is required prior to permit and soil corrections on site.  Pedestrian walkway must meet requirements of Section MSBC 3104.  Peer review of storm shelter (ICC 500, Section 106.1.1)  Structural observations of storm shelter (ICC 500, Section106.4) Apple Valley Fire Department MEMO City of Apple Valley TO: Alex Sharpe- Planner FROM: Brian Kilmartn, Fire Marshal DATE: 12th December, 2024 SUBJECT: 14450 Hayes Road- Apple Valley High School Alex, Points to be sure are corrected on the upcoming Activity Center construction - The North entrance to the property will be come the access point for public safety to the new activity center. This access point will need to meet access requirements from the Hayes Road all the way to the turn around point at the far South end. As a reminder to the applicant there is the requirement that the appropriate turn around be installed per the MSFC detailed in appendix D. - This new building will be required to have its own stand-alone address and necessary way finding signage from Hayes Road. - Ground level access to the building. - Its own independent Fire Suppression (to include the sky-way between buildings) and Addressable Fire Alarm System. Brian Kilmartin Fire Marshal 952-953-2680 brian.kilmartin@applevalleyfire.org CITY OF MEMO Public Works TO: Alex Sharpe, AICP, City Planner FROM: Evan Acosta, Assistant City Engineer DATE: December 12, 2024 SUBJECT: Apple Valley High School Site Plan Review per plans submitted 12/4/2024 (updated 12/11/2024) Alex, The following are comments regarding the Apple Valley High School Preliminary Plans submitted December 4, 2024 (updated December 11, 2024). Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. • A Record plan asbuilt will be required for the relocation of the public storm sewer in a format acceptable to the City Engineer. 2. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 3. No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4. Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5. Public Works Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shutdowns and/or connections. 6. A stormwater maintenance agreement will be required for the private basin and underground stormwater tanks. 7. Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 8. No trees will be permitted in public easements. 9. Final plans shall be signed by a licensed professional engineer in the state of Minnesota. • Final plans shall have a cover sheet Permits 10. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, and any other required permits prior to construction. 11. Department of Labor and Industry (DOLI) shall review private utilities. 12. A right of way permit will be required for all work within public easements or right of way. 13. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 14. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Site 15. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 16. Provide a traffic memo has showing that the proposed addition does not increase the site’s daily use or traffic count during regular school hours. Additional traffic is to be expected to the proposed addition on off-peak times such as weekends. 17. The pavement section for public roadways shall match existing roadways and be shown on the plans. 18. Show the location of manholes and gate valves and hydrants on the site plan. 19. Show existing easements on the site/grading and utlity plans. Permanent structures are not allowed in drainage and utility easements or private storm water facilities. 20. Signage Plan and details should be included on site plan (i.e. pedestrian crossing signage, ADA, directional signs, no parking, buffer/storm water signs, no snow storage in storm water basins, etc…) for review 21. All retaining walls over 48” from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4’ will require a fence above the wall. Provide additional details and/or specifications for retaining wall block. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. • The retaining wall shown on sheet C1.02 shall be moved slightly west such that the majority of the retaining wall is outside of the drainage and utility easement. 22. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable Grading & Drainage Plan 23. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 24. Final Grading Plans shall be reviewed and approved by City Engineer. 25. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. Storm Sewer 26. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 27. Storm Sewer Calculations have been provided and shall be reviewed with the final construction plans and approved by City Engineer. 28. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer in an additional separate MH. Sump structures as shown in City “Catch Basin Manhole with Sump” detail STO-5S. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. • Structures CB 304 and MH 101 should have sumps 29. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. Sanitary Sewer and Water main 30. Final locations and sizes of Sanitary Sewer and Water main shall be approved by City Engineer. 31. Final filtration basin and underground storage details shall be approved by the City Engineer. 32. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 33. Identify Irrigation service location(s) if applicable per SER-4. 34. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 35. Applicant will be required to obtain a Natural Resources Management Permit (NRMP). 36. According to the tree preservation component (TPC) of the NRMP, located in Chapter 152.16 of City Code, the TPC shall identify and require tree protective measures, including protective fencing around the outer edge of the critical root zone of all significant trees to prevent sedimentation, trenching, stockpiling, soil compaction or any other root damaging activity within the critical root zone of any trees. Based on these criteria, please identify and label all trees to be protected during construction. 37. Plan set must include tree protection detail plate for trees being preserved. 38. Tree planting plan must follow 15-10-5 diversity rule. 39. NRMP will remain open until establishment of native seed mix in infiltration basin. Native seed mixes may take 2-3 years to establish. Plug planting is encouraged to mitigate timeline. 40. Planting of maple species is highly discouraged due to severe overplanting, please consider alternative species. 41. Applicant shall obtain a MPCA Construction Stormwater Permit and submit a SWPPP for sites disturbing over 1 acre. 42. A stormwater maintenance agreement will be required for the proposed stormwater features. The agreement must be recorded on the property. 43. Applicant should provide detail on snow storage locations. CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR APPLE VALLEY HIGH SCHOOL ACTIVITY CENTER ADDITION AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of proposed 86,621 square foot activity center addition to the existing Apple Valley High School has been request by ISD 196, on property legally described as Lot 1, Block 1, Apple Valley High School, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Apple Valley High School Activity Center Addition is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. The Building Permit shall be applicable to property legally described as Lot 1, Block 1, Apple Valley High School, Dakota County, Minnesota. 3. Construction shall occur in conformance with the site plan dated DATE, 2024, including parking lot paving and a non-surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated DATE, 2024 (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the elevation plans dated DATE, 2024. 2 6. Subject to all conditions noted in the City Engineer’s memo dated DATE, 2024, on file with the City. 7. Subject to all conditions noted in the Building Official’s memo dated October 21, 2024, on file with the City. 8. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 9. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 10. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 11. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 12. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. 13. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 14. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 15. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 16. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of 3 the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 17. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ___th day of _____, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk I T E M: 5.B. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 18, 2024 S E C T I O N:L and Use / Action I tems Description: E astview High School Activity Center A ddition Site P lan and Building P ermit A uthorization S taff Contact: S ydnee Stroeing, A ssociate P lanner Department / Division: Community Development Department Applicant: I S D 196 P roject Number: P C24-19-B Applicant Date: 11/20/2024 60 Days: 1/19/2025 120 Days: 3/20/2025 AC T I O N RE Q UE S T E D: If the Planning C ommission concurs, staff is recommending the following action: Recommend approval of a site plan/building permit authorization to allow for construction of an 84,700 sq. ft. addition for an activity center to the existing Eastview High School subject to conditions listed in the draft resolution (attached hereto). S UM M ARY: For your consideration is a request by ISD 196, for approval of a site plan/building permit authorization to allow construction of an 84,700 sq. ft. addition for an activity center at the existing Eastview High School (EVHS) located at 6200 140th St W. T he existing site consists of a 57.09-acre parcel with the existing school located in the north central area of the property. T here are also existing parking lots (3), ball fields, courts, and a stadium. T he proposal would add an activity center with gym space, multipurpose rooms, and a walking deck. No classrooms are created as part of this addition and the total student body count will not increase based on this addition. T he activity center is proposed to be located in the northwest corner of the property. T here will be a new parking lot serving the addition that includes 74 stalls. B AC K G RO UND: Zoning: T he property is zoned P (Institutional). In this zone, the required development standards for this addition are as follows: Setbacks Building setback along collector streets: 40' Parking Setback: 20' Maximum Building Coverage: 20% Maximum Building Height (w/o C UP): 40' T he proposed addition is shown to meet both building and parking setbacks with a 50' building setback line (where 40' is required) and 20' parking setback line noted on the submitted plans. T he building coverage of the entire property will be approximately 9%. T he building height will be up to 35' 2". Site P lan & P arking: T he site plan shows the 84,700 sq. ft. addition near the corner of 140th St W and Flagstaff Ave. An existing landscaped area as well as 69 parking stalls will be removed for construction of the addition. T here will be no new street access as part of the project. Access to the activity center will come from existing driveways off of 140th St W and Flagstaff Ave. Other site improvements include a filtration basin in the northeast area of the site, parking lot maintenance, and a landscaped walking plaza area near the main entrance of the school. A 74-stall parking lot will be constructed just west of the activity center. With the removal of 69 spaces, the net parking count for the entire site will be 734 stalls. T his is an increase of five parking spaces from the existing count of 729 stalls. C ity C ode does not provide a minimum parking count for schools. Since there will be no additional classrooms as part of the project, and the activity center will be serving the current student body, staff is comfortable with the proposed parking calculation provided by the applicant. Grading and Utilities: T here are existing water and storm utilities, as well as a drainage and utility easement, in the area of the proposed addition. T he existing utilities will be removed and replaced to accommodate the activity center addition and other site improvements. Vacation of the existing easement will be required as part of this project. T he Planning Commission does not review vacation of public easement applications. Staff anticipates that this site plan and building permit authorization, easement vacation, and dedication of new easement will occur concurrently at a future council meeting. T he C ity Engineer has reviewed the grading and utility plans, and his comments are included in the attached memo. Issuance of a building permit, grading activity, or utility installation shall be contingent upon the review and approval of the final grading and utility plans by the City Engineer. Elev ations: T he proposed primary building materials are shown to be precast concrete, brick, and prefinished metal and aluminum. It appears that the proposed brick and prefinished metal and aluminum will match the existing school building materials. T he precast concreate is a material that is not found on the existing building. Chapter 155.346(B)(1) of C ity C ode states "All exterior vertical surfaces of residential, multiple residential, commercial, industrial and institutional structures of any type shall be treated as a f ront and have an equally attractive or same f ascia". T he use of precast concrete tip-up panel has typically been reserved for industrial projects. However, these panels have become more popular in other commercial development due to the ease of installation. T he patterns, textures, and finish of this product have grown in quality in recent years. T his product requires close examination of the patterns and accent materials added to ensure that the final structure meets the aesthetic the C ity is attempting to achieve. In the case of EVHS, precast concrete materials are primarily visible along the west and north elevations, and the material is attempting to mimic the existing school building materials. T he brick material that matches the existing school is primarily focused on the corners of the addition. Landscape P lans: T he landscaping requirements per C ity C ode require that institutional developments have a minimum landscaping cost of 2.5% of the estimated building construction cost based on Means C onstruction Data. School and institutional type structures require additional construction costs, in comparison to commercial structures, due to State Building C ode requirements. T he inflated construction cost would drastically increase the required landscaping cost. Staff will work with the applicant to produce a "construction cost" that is comparable to similar size commercial building to ensure that the 2.5% landscaping cost is a more reasonable amount and is not a cost-prohibitive code provision. T his was similarly done with the Fire Station N o. 2 project, Police Operations project, and T he Legends. T he activity centers are projected to have a means construction cost of over $27 million dollars with total cost to construct the buildings exceeding $30-$35 million dollars. T his would result in a landscape installation requirement of over $675,000 dollars. A s noted previously, staff has been working with applicant to ensure adequate landscaping is installed while ensuring that the code is not punitively cost-prohibitive. By code, landscaping only includes trees and shrubs and does not include sod, grading, or retaining walls. Staff has interpreted code to allow for other features in the past, such as decorative concrete features, irrigation, decorative items such as stamped concrete, and environmental features such as solar panels and EV chargers or native prairie grass/seed. Staff will continue to work with the applicant to incorporate environmental features into the site and building design. To supplement the landscape requirement, IS D 196 has proposed the installation of the following features: Electric vehicle chargers. Increased tree diameter planting size when adjacent to residential properties. Upgraded fencing and retaining wall screening. Structural reinforcement of roof to prepare for solar panel installation in the future. Increased irrigation. T he removal plans show approximately 40 (+/-) trees being removed across the entire school property. About 18 of those trees will be removed in the construction area of the activity center. T he proposed landscaping plan shows the planting of approximately 51 coniferous trees, 68 large deciduous trees, 32 small deciduous trees, as well as a variety of shrubs, perennials, and grasses. T here will be a net increase of approximately 111 (+/-) trees to the site. B UD G E T I M PAC T: N/A AT TAC HM E NT S : L ocation Map Z oning Map Resolution Memo Plan S et L andscaping Plan Elevations Plan S et L ighting Plan Memo Memo 140TH ST W FL A G S T A F F A V E JO H N N Y C A K E R I D G E R D 147TH ST W 145TH ST W 142ND ST W 139TH ST W FL A G S T O N E T R L EX L E Y L N EV E R E S T A V E FO O T B R I D G E W A Y EX C E L S I O R L N FO S S I L L N FER N A N D O A V E FOREST LN 144TH ST W FALCON AVE FINDLAY AVE UPPER 147TH ST W FL E E T W O O D A V E FA W N R I D G E W A Y FL I N T W O O D W A Y FLORA W A Y F E L T O N C T FLAX WAY E X L E Y W A Y FA L L B R O O K W A Y EV E N D A L E W A Y ^ ¯EVHS Activity Center Location Map 0 200 400 Feet Subject Property 6200 140th St West P P P P I-2 R-3 R-3R-3 R-3 R-3 R-3 R-3 R-3R-3 R-3 I-1 I-1 R-3 M-3B PD-746 PD-342 PD-580 140TH ST W FL A G S T A F F A V E JO H N N Y C A K E R I D G E R D 147TH ST W 145TH ST W 142ND ST W 139TH ST W FL A G S T O N E T R L EX L E Y L N EV E R E S T A V E FO O T B R I D G E W A Y EX C E L S I O R L N FO S S I L L N FER N A N D O A V E FOREST LN 144TH ST W FALCON AVE FINDLAY AVE UPPER 147TH ST W FL E E T W O O D A V E FA W N R I D G E W A Y FL I N T W O O D W A Y FLORA W A Y F E L T O N C T FLAX WAY FA L L B R O O K W A Y EV E N D A L E W A Y ^ ¯EVHS Activity Center Zoning Map 0 200 400 Feet Subject Property 6200 140th St West CITY OF APPLE VALLEY RESOLUTION NO. 202_-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of proposed 84,700 square foot activity center addition to the existing Eastview High School has been request by ISD 196, on property legally described as Lot 1, Block 1, High School Four 2nd Addition, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Eastview High School Activity Center Addition is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. The Building Permit shall be applicable to property legally described as Lot 1, Block 1, High School Four 2nd Addition, Dakota County, Minnesota. 3. Construction shall occur in conformance with the site plan dated DATE, 2024, including parking lot paving and a non-surmountable concrete curb and gutter. 4. Construction shall occur in conformance with the landscape plans dated DATE, 2024 (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 5. Construction shall occur in conformance with the elevation plans dated DATE, 2024. 2 6. Subject to all conditions noted in the City Engineer’s memo dated December 13, 2024, on file with the City. 7. Subject to all conditions noted in the Building Official’s memo dated October 21, 2024, on file with the City. 8. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 9. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 10. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 11. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 12. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. 13. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 14. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 15. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 16. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of 3 the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 17. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ___th day of _____, 202__. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk H:\WOLD_PR\0V1131819\5_Permits\5_City\2024-11.20 EVHS Traffic Memo.docx TRAFFIC MEMORANDUM Date: November 20, 2024 To: City of Apple Valley From: Bolton & Menk, Inc. Subject: Eastview High School Activity Center Addition and Renovation Traffic Wold Architects and Engineers Project No.: 0V1.131819 To whom it may concern, The Eastview High School Activity Center Addition will be at the northwest corner of the existing school building. It requires an existing drive aisle to be re-routed, which connects the north parking lot and the existing northwestern parking lot. The activity center will not increase the site’s daily use nor traffic count during the standard school day. The activity center is expected to be utilized more frequently in the evenings and weekends, outside of peak drop-off or pick-up times. It is necessary to remove existing parking stalls in the existing northwest parking lot. A proposed parking lot is planned to the west of the addition, thus not reducing the current number of available parking stalls on-site. As shown in Exhibit A, the relocated drive aisle, which serves as a necessary fire access route, will have vehicular gates closed throughout the day. The vehicular gates will be open after peak pick-up times and prior to peak drop-off times. The gates are proposed to increase pedestrian safety, avoid congestion during daily peak events, and prevent drivers from shortcutting the School’s drop-off and pick-up strategy. The lock on these gates are not of concern for the Fire Department, should they need to gain access when closed. Name: Date: Page: Exhibit A: 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE CONCRETE CONC CONC CONCRETE CO N C R E T E C O N C R E T E CON C CONC CONC CONC KEYSTONE WALL BRICK WALLS BRICK WALLS LA OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 19.1 44.0 20.1 23 . 3 18.111.411.4 13.711 . 0 19.1 44.1 20.1 23 . 4 11.416 . 1 18.0 24.011 . 4 19.5 74 . 0 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6. 6 2. 0 2. 0 2.0 3.8 0.7 1.71.7 0.7 2. 0 1.70.7 2. 3 0.81.7 L=14.0 2. 3 1.70.7 2. 0 0.7 1.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 18 17 16 19 20 21 2223 24 25 2627 28 29 30 1 2 LA LA LA CONC CONCRETE CONCRETE B I T U M I N O U S B I T U M I N O U S 6200 140TH ST WMULTI-STORY BRICKSCHOOL CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL 38 65 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 40 40 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 20 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R HI G H S C H O O L F O U R A D D I T I O N & H I G H SC H O O L F O U R 2 N D A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINO U S DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 SO U T H 4 2 5 . 7 2 WEST 119.93 S O U T H 4 4 1 . 0 2 SO U T H 4 4 1 . 0 2 WEST 119.98 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 0.7 BUILDING C O N C R E T E GR A S S GR A S S GR A S S GR A S S EV E R G R E E N T R E E S EV E R G R E E N T R E E S 3 4 5 6 7 8 9 10 11 12 13 14 15 SYNTHETIC TURF 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE 18.05.018.05.018.05.018.04.535.3 3.8 6.8 CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE70.71S45°00'00"WWEST 104.17 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 S89°51'19"E 819.56 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 10" MPL 8" MPL 8" MPL 23" POP 26" POP 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 10" ASH 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 8" MPL 2" MPL 13" TR13" TR 15" LIND 24" LIND 15" LIND 24" LIND AIS PROPOSED BUILDING ADDITION 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T 102030405040302010 10 20 30 40 50 10203040 B B B B 1 2 3 4 5 6 7 8 9 10 11 121314151617181920212223 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING EV ONLY EVEV NO PARKING EV ONLY EV ONLY EV ONLY S S S S S D D D D D D D D D D D D D D D D D D D D D D D D D DD D 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 50 100 C0.00 STAGING PLAN WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C TOP= INV= CB 965.6 960.1 S INV=960.2 N INV=961.4 E INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 966.1 961.0 N,S TOP= INV= CB 968.1 963.9 960.7 N,SE BRICK WALLS OV E R H A N G L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 1 2 FO L FO L FO L U G E UGEUGEUGE UG E UGE UGE UGE UGE UGE UG E UGEUGE UG E UGE UGEUGE UGE 65 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 65 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E 3 4 5 6 7 8 UG E UGC 961.1 W INV=961.0 S TOP= INV= CB 974.5 970.6 N INV=969.6 W 974.8 970.9 TOP= INV= CB 976.6 972.7 TOP= INV= CB 976.1 972.2 N,SE TOP= INV= CB 976.5 971.9 NW INV=971.8 SW TOP= INV= CB 969.8 964.4 E INV=964.1 S TOP= INV= CB 968.8 964.9 NE INV=964.7 W TOP= INV= CB 967.2 962.3 N INV=963.1 E INV=962.0 S TOP= INV= CB 967.3 963.3 GASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG UGCUGCUGCUGCUGC U G C UGE UG E UG E UG E U G E UGE UGE UGE UGE UGE U G E UGE UGE U G E UGE UGE UGE UGE UGE UGE U G E UGEUGEUGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S UG E UGE UGE UGE UGE U G E UG E UG E UG E UGE UGE U G E UG E U G E U G E U G E U G E U G E U G E U G E U G E U G E LALA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E 18.05.018.05.018.05.018.04.535.3 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 10 CONCRETE CO N C R E T E CO N C R E T E CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 65 10 10 10 C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S 54 " R C P S T S 12"RCP ST S 24 " R C P S T S 24 " R C P ST S 12"RCP ST S 54 " R C P S T S 12 " P E P S T S 12"PEP STS 12 " P E P S T S 15"RCPST S 21 " R C P S T S 12"RCPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL 12" MPL 16" MPL 16" MPL 22" MPL 22" BAS 22" BAS 10" MPL 6" MPL 10" MPL 10" MPL 10" MPL 18" BAS 5" MPL 4" MPL 4" MPL 4" MPL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 22" BAS 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LIND 15" LIND XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ///////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////// /////////////////////////////////////////////////////////// // / / / / / / / / //////////////////////////////////////////////////////////// / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////// / / / / / / / //////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / ////////////////////// / / / //////////////////// ///////////// ///////////// ///////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// / / / / / / / / / /////////// / / / / / / / / / / / / / / / /////////////////////////////////////////////// REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER RECLAIM ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE CONCRETE CURB AND GUTTER REMOVE ASPHALT PAVEMENT RECLAIM ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE UNDERGROUND UTILITIES REMOVE UNDERGROUND UTILITIES REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER REMOVE UNDERGROUND UTILITIES REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE PAVEMENT PROTECT ASPHALT PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT ASPHALT PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE PAVEMENT PROTECT CONCRETE CURB AND GUTTER REMOVE ASPHALT PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER REMOVE TREE REMOVE TREE REMOVE UNHEALTHY / DYING TREES REMOVE TREE REMOVE TREE REMOVE TWO DEAD / DYING TREES AND ONE HEALTHY TREE REMOVE DEAD / DYING TREE PROTECT CONCRETE CURB AND GUTTER PROTECT UNDERGROUND UTILITIES PROTECT UNDERGROUND UTILITIES PROTECT UNDERGROUND UTILITIES REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT PROTECT TREES PROTECT TREES PROTECT TREES REFER TO ELECTRICAL PLAN FOR TREATMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER REMOVE ASPHALT PAVEMENT SALVAGE SIGNS FOR REINSTALL REMOVE SIGNS REFER TO ELECTRICAL PLAN FOR TREATMENT PROTECT TREE PROTECT TREE PROTECT TREES REMOVE STOP SIGN XX X X X X REMOVE CONCRETE PAVEMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT /////////// / / / / / PROTECT GATE. SALVAGE AND RE-INSTALL AS NECESSARY FOR STORM SEWER IMPROVEMENTS REMOVE STRUCTURE AND STORM SEWER X REMOVE STORM STRUCTURES X X X X X X X X X X X X X REMOVE STORM STRUCTURES SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT REFER TO UTILITY PLAN FOR TREATMENT PROTECT UNDERGROUND UITILITY REMOVE HYDRANT REFER TO UTILITY PLAN FOR TREATMENT REMOVE CONCRETE PAVEMENT TO NEAREST JOINT. REMOVE CONCRETE CURB AND GUTTER PROTECT UNDERGROUND UTILITY REFER TO ELECTRICAL PLANS FOR TREATMENT REMOVE CONCRETE PAVEMENT TO NEAREST JOINT TO ELIMINATE PEDESTRIAN RAMP. REMOVE TREES OUTSIDE OF PROPERTY LIMITS. PROTECT CONCRETE CURB AND GUTTER PROTECT WATERMAIN REFER TO ELECTRICAL PLAN FOR TREATMENT REMOVE UNDERGROUND UTILITIES REMOVE STORM SEWER STRUCTURE. REFER TO UTILITY PLAN FOR SEWER TREATMENT. REFER TO UTILITY PLAN FOR TREATMENT REMOVE SIGN REFER TO ARCH PLANS FOR TREATMENT OF PERIMETER DRAINTILE. REFER TO ARCH PLANS FOR STOOP TREATMENT. REMOVE DEAD / DYING SHRUBS IN PLANTERS REMOVE TREE 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C0.01 REMOVALS PLAN NORTH LEGEND NOTES ///////////////////////////////// XXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS ASPHALT PAVEMENT RECLAIM FENCING REMOVALS SAWCUT TREE REMOVAL PROPERTY LINE 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES (CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE, FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN. 3.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO THE OWNER'S SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER. 4.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD. EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES AND OTHER SITE CHARACTERISTICS. 5.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS. 6.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 7.ADJUST ALL CASTINGS AND GATE VALVES IN DISTURBED PAVEMENT AREAS TO FINISH GRADE. WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL TOP= INV= SAN 960.5 952.2 TOP= INV= CB 955.0 951.0 TOP= INV= CB 954.9 951.6 TOP= INV= SAN 960.2 950.7 TOP= INV= SMH 961.3 953.2 N,E TOP= INV= CB 961.5 957.2 TOP= INV= CB 959.9 953.7 S INV=954.3 NW INV=955.6 W TOP= INV= CB 961.1 955.1 N,S TOP= INV= CB 962.3 956.4 N,S INV=957.7 E TOP= INV= CB 961.5 957.8 TOP= INV= CB 964.1 958.3 N,S INV=959.5 W INV=959.8 E TOP= INV= CB 963.9 960.8 INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 968.1 963.9 969.9 965.6 SUMP=963.6 961.0 N,S TOP= INV= 966.0 961.8 963.0 958.8 TOP= INV= SMH 963.9 958.3 E INV=958.9 N INV=958.9 NW BRICK WALLS OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 19.1 44.0 11.4 2. 3 2. 0 0.7 1.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 OVERHANG DETAIL (NO SCALE) 2627 28 29 30 1 TOP= INV= SAN 962.8 949.4 TOP= INV= CB 966.3 962.0 B I T U M I N O U S FO L FOL FOL FOLFOL FO L FO L FO L FOL FO L FO L FOL FO L FO L UGE UGE UGE UGE UG E UG E UG E UGE UGE UG E UGE UGE UGE UG E UG E UGE UGE UGE U G E UGEUGEUGE UG E U G E UGE UGE UGE UGE UG E UGE UG E UGE UGE UGE UGE UGE UGE UG E UGEUGE GA S GA S GA S GA S CONCRETE 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) 8" P V C S A N S ( P ) 8"PVC S A N S ( P ) 6" P V C S A N S ( P ) 6200 140TH ST WMULTI-STORY BRICKSCHOOL CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL TOP= INV= SMH 968.4 961.3 N,SE 38 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 2 0 65 65 65 35 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 2 0 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 65 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 0.7 BUILDING GA S ( P ) GR A S S GR A S S GR A S S GR A S S TOP= INV= SMH 962.1 956.9 N INV=951.7 E,W TOP= INV= SMH(P) 962.9(P) 957.50 S(P) INV=957.58 W(P) INV=959.00 N(P) SYNTHETIC TURF TO P = IN V = CB 95 5 . 8 95 1 . 4 N E , S W TOP= INV= SAN 968.7 959.8 TOP= INV= CB 964.8 962.6 TOP= INV= CB 964.4 960.2 E INV=960.1 S INV=956.9 SUMP B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S G R A S S 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S UG E UG E UG E U G E UGE U G E UGE UG E U G E UG E UG E UG E UG E UG E UG E UG E UG E U G E UGE UGE UGE UGE UGC UGC UGCUGC UG C UG C UG C UG C UG C UGC UG E UGE 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE EDGE O F BITUMI N O U S CONCRETE C O N C R E T E 10 C O N C R E T E 12"RCP ST S 24 " R C P ST S 12"RCP ST S 2 7 " R C P S T S 12"RCPST S 27 " R C P ST S 12 " R C P S T S 36"RCP ST S 36 " R C P ST S 12"RCPST S 3 0 " R C P S T S ( P ) 30 " R C P S T S ( P ) 12"RCPST S 36"RCP ST S 15"PV C S T S 15 " R C P ST S 15 " R C P S T S 14"PVCST S 15" PE R F O R A T E D P V C ST S (P) 15" PE R F O R A T E D P V C 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S ( P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S 12 " P V C S T S ( P ) 12" PVC ST S (P) 12" PVC ST S 14 " P V C ST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR ///////////// ///////////// ///////////// ///////////// ///////////// ///////////////////// / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////// ///////////////////////// / / / / / / / / / / / / / / / / / / /////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////// /////////////////////////// RECLAIM ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE CONCRETE CURB AND GUTTER RECLAIM ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT RECLAIM ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE CURB AND GUTTER REMOVE CHAIN LINK FENCE REMOVE ASPHALT PAVEMENT REMOVE ASPHALT PAVEMENT PROTECT CONCRETE PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE PAVEMENT PROTECT CONCRETE CURB AND GUTTER REMOVE ASPHALT PAVEMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER PROTECT UNDERGROUND UTILITIES REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT PROTECT UNDERGROUND UTILITIESREFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT PROTECT CONCRETE PAVEMENT PROTECT CONCRETE PAVEMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT FOR TREATMENT PROTECT UNDERGROUND UTILITIES PROTECT UNDERGROUND UTILITIES PROTECT UNDERGROUND UTILITIES PROTECT TREE PROTECT TREE PROTECT TREES PROTECT TREES PROTECT TREES PROTECT TREES PROTECT TREE PROTECT TREE PROTECT TREE PROTECT TREE REMOVE ASPHALT PAVEMENT PROTECT TREES PROTECT GATE. SALVAGE AND RE-INSTALL AS NECESSARY FOR STORM SEWER IMPROVEMENTS REMOVE STRUCTURE AND STORM SEWER X PROTECT GATE REMOVE SIGNS REMOVE SIGNS SAWCUT SAWCUT SAWCUT REFER TO UTILITY PLAN FOR TREATMENT PROTECT UNDERGROUND UTILITIES PROTECT CONCRETE REFER TO UTILITY PLAN FOR TREATMENT REMOVE CONCRETE PAVEMENT TO NEAREST JOINT. REMOVE CONCRETE PAVEMENT TO NEAREST JOINT TO ELIMINATE PEDESTRIAN RAMP. REMOVE CONCRETE PAVEMENT TO NEAREST JOINT TO ELIMINATE PEDESTRIAN RAMP. REFER TO UTILITY PLAN FOR TREATMENT PROTECT UNDERGROUND UTILITIES AND HYDRANT AND GATE VALVE REFER TO UTILITY PLAN FOR TREATMENT SAWCUT PROTECT UTILITIES REMOVE ASPHALT PAVEMENT REMOVE DEAD / DYING SHRUBS IN PLANTERS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C0.02 REMOVALS PLAN CENTRAL NOTES 1.REFER TO SHEET C0.01, REMOVALS PLAN NORTH, FOR REMOVALS NOTES. LEGEND ///////////////////////////////// XXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS ASPHALT PAVEMENT RECLAIM FENCING REMOVALS SAWCUT TREE REMOVAL PROPERTY LINE WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 AIS BWTBWTBWTBWT BWT BWTBWT BWT BWTBWT BWTBWT BWT BWTBWT BWT BWT BWT BWTBWT BWT BWTBWT BWTBWT BWTBWT BWTBWT CWTCWTCWT CWT CWT CWTCWT CWT CWT BI T U M I N O U S C O N C R E T E CONCRETE CO N C R E T E CON C BRICK WALLS BRICK WALLS LA OV E R H A N G 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6 . 6 2. 0 2. 0 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG DETAIL (NO SCALE) LA LA LA CONCRETE UGE UGE UGE UG E UGE 6200 140TH ST WMULTI-STORY BRICKSCHOOL TOP= INV= SMH 965.6 957.4 S INV=957.7 N INV=957.9 W TOP= INV= CB 968.7 959.8 S INV=960.1 N INV=960.4 W INV=960.6 E L O T 2 H I G H S C H O O L DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 2 0 BITUMINO U S 20 SO U T H 4 2 5 . 7 2 CB CB CB CB CB CB CB CB CB CB CBCB 6 CST6 CST CST 6 CST CWTCWT CWT MCMC MG MGMG MG MGMG MH UGCUGCUGCUGC UGCUGC UGCUGCUGCUGCUGCUGCUGC UGC UGC EV E R G R E E N T R E E S EV E R G R E E N T R E E S TOP= INV= CB 977.3 973.2 TOP= INV= 977.3 973.1 W INV=973.0 N TOP= INV= CB 977.9 974.0 TOP= INV= CB 979.5 975.7 TOP= INV= CB 975.0 971.0 TOP= INV= CB 975.2 971.2 TOP= INV= CB 974.1 970.2 N,W INV=970.1 SE TOP= INV= CB 972.4 966.8 NW INV=966.6 SE TOP= INV= CB 972.0 965.8 NW INV=965.6 SE U G E GAS 976.5 971.9 NW INV=971.8 SW TOP= INV= CB 965.9 961.8 W INV=961.6 ETOP= INV= CB 965.1 962.6 SW,W INV=962.1 E GASGASGAS 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 0 OVERHANG UG C UGCUGCUGC UGE UGE U G E UGE UGE UGE UGE UGE UGE U G E UGE UGE UGE UGE UGE UG E UGE UG E UG E UG E UGEUGEUGEUGEUGEUGEUGEUGE UG E UG E UG E UGEUGE U G E U G E UGE U G E U G E UGE UG E UG E UG E UG E UG E UG E UG E UG E UG E GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S UGE UGE UGE UGE UGE UGE LALA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAI N L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETE UGE UGE GENERATOR CONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 18.05.018.05.018.05.018.04.535.3 3.8 6.870.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 201010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 10 10 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 20 C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S 15"HDPEST S 2 4 " H D P E S T S 15"HD P E ST S 15" PEP ST S 12 " P E P S T S 12"PEP ST S 1 2 " P E P S T S 15 " P E P S T S 15"PEP ST S 15"PEPST S 6"PVCST S 6"DIPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML 10" MPL 6" MPL 10" MPL 10" MPL 10" MPL 15"HDPEST S 15 " H D P E ST S TOP= INV= CB 965.2 962.8 SW,NE,E AIS GP GP LP LP LPLP LP LP PIV RD TRANS AGP AGP AIS AIS SIGN CBOX CBOX CBOX CBOX CBOX CBXCBX CBX CBX CBX CST CST CST CS T EB CBX EM FH GA T E GATE GM GM GP HHC HHE HHF HHF HYD LPLP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP 30"MC 19"MC MC MG MG MOWELL PKSPKS PKS PKS PKS PKS PKS PKS PKS PKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKSPKS PKS PKS SPG TCS TCS TCS TCS TCS TCS TCS TCS TCS TRANS TRANS ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" ARB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 4-4" CRAB 6" LOC 10" MPL 8" MPL 8" MPL 4-2" MPL EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 9" LOC 11" LOC 9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 8" MPL 2" MPL 15" LIND 15" LIND 24" LIND 15" LIND 24" LIND 6" MPL 10" MPL 10" MPL 10" MPL AIS //////////////////////////////////////////////////////////// ////// / / / / / / / / / /////////// / / / / / / / / / / / / / / / /////////////////////////////////////////////// REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER PROTECT ASPHALT PAVEMENT REMOVE UNHEALTHY / DYING TREES REMOVE TREE REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT REFER TO ELECTRICAL PLAN FOR TREATMENT PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER REMOVE ASPHALT PAVEMENT REFER TO ELECTRICAL PLAN /////////////////////// / // /////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X REMOVE CONCRETE PAVEMENT PROTECT GATE. SALVAGE AND RE-INSTALL AS NECESSARY FOR STORM SEWER IMPROVEMENTS REMOVE STORM STRUCTURES SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT REMOVE ASPHALT PAVEMENT REMOVE STORM SEWER AND STRUCTURE REFER TO UTILITY PLAN FOR TREATEMENT REMOVE UNDERGROUND UTILITIES REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB AND GUTTER REMOVE CONCRETE PAVEMENT TO NEAREST JOINT TO ELIMINATE PEDESTRIAN RAMP. REMOVE TREESREMOVE TREES PROTECT TREES THAT ARE OUTSIDE OF PROPERTY LIMITS. PROTECT TRANSFORMER PROTECT UNDERGROUND UTILITY REMOVE TREE REFER TO ELECTRICAL PLANS FOR TREATMENT. REMOVE AND REINSTALL POLE ASSEMBLY OR PROTECT DURING CONSTRUCTION AS REQUIRED. PROTECT UNDERGROUND GAS LINE. COORDINATE TREATMENT WITH LOCAL UTILITY AS REQUIRED. REMOVE CONCRETE CURB AND GUTTER REFER TO UTILITY PLAN FOR TREATMENT REMOVE CONCRETE CURB AND GUTTER PROTECT UNDERGROUND GAS LINE AND ELECTRIC. REFER TO ELECTRICAL PLANS FOR TREATMENT. REMOVE AND REINSTALL POLE ASSEMBLY OR PROTECT DURING CONSTRUCTION AS REQUIRED. PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER PROTECT CONCRETE CURB AND GUTTER PROTECT WATERMAIN REMOVE SIGN REFER TO ARCH PLANS FOR TREATMENT OF PERIMETER DRAINTILE. REFER TO ARCH PLANS FOR STOOP TREATMENT. PROTECT SIGN PROTECT SIGN SAWCUT REMOVE DYING TREE REMOVE STEEL EDGING AND ROOT BALLS OF ORNAMENTAL GRASSES REMOVE UNHEALTHY/ DYING TREES AND SHRUBS REMOVE DEAD / DYING SHRUBS IN PLANTERS REMOVE TREE 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C0.03 REMOVALS PLAN EAST NOTES 1.REFER TO SHEET C0.01, REMOVALS PLAN NORTH, FOR REMOVALS NOTES. LEGEND ///////////////////////////////// XXXXXXXXXXXXXXXX CONCRETE CURB AND GUTTER REMOVALS UNDERGROUND UTILITY REMOVALS CONCRETE PAVEMENT REMOVALS ASPHALT PAVEMENT REMOVALS ASPHALT PAVEMENT RECLAIM FENCING REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS PROPERTY LINE G R A V E L 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 5 F T C H A I N L I N K F E N C E 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 5 F T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S CONC CONC CONC CONC CONC KEYSTONE WALL EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS T R E E S T R E E S T R E E S RUBBER MAT RUBBER MAT RU B B E R M A T RU B B E R M A T RUB B E R M A T R U B B E R M A T RU B B E R M A T RU B B E R M A T RU B B E R M A T O N B I T U M I N O U S KEYSTONE WALL KEYSTONE WALL SHED SHED SAND SAND SAND SAND KEYSTONE WALL ME T A L S T E P S ME T A L S T E P S ME T A L R A M P ME T A L R A M P CO N C B L E A C H E R S B L E A C H E R S TOP= INV= CB 955.3 951.0 S INV=951.4 NE TOP= INV= CB 952.8 949.0 TOP= INV= CB 952.1 948.3 TOP= INV= BH 949.7 942.2 SW,E INV=945.2 N INV=945.5 NW TOP= INV= CB 951.0 946.3 TO P = IN V = CB 95 4 . 3 CO U L D N O T M E A S TO P = IN V = CB 95 3 . 8 95 0 . 5 E , S TOP= INV= CB 954.0 951.0 TOP= INV= CB 955.0 951.0 TOP= INV= CB 954.9 951.6 TOP= INV= SAN 960.2 950.7 960.3 955.0 N,W INV=955.1 E TOP= INV= CB 959.9 956.1 W INV=956.3 N TOP= INV= CB 960.0 957.0 TOP= INV= CB 958.2 953.9 958.2 953.4 ALL TOP= INV= SAN 960.6 948.5 TOP= INV= SMH 957.1 946.7 SW INV=946.8 N 956.4 951.9 TOP= INV= SAN 962.8 949.4 KE Y S T O N E W A L L KE Y S T O N E W A L L CONCRETE CO N C R E T E FO L FO L FO L UGE UGE UGE UG E U G E UG E UG E UG E U G E UG E UG E UG E U G E U G E U G E UGE UGE UG E UG E UG E UGE UG E 8"PVC SANS (P) 8" P V C S A N S ( P ) GA S GAS TOP= INV= SMH 955.5 948.5 E,W,S 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) PR E S S B O X A B O V E DB CORNER FALLS ON WALL 38 10 10 10 10 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 WEST 267.76 SO U T H 5 1 1 . 9 9 S O U T H 5 1 1 . 9 9 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 8 FT CHAIN LINK FENCE WEST 206.50 N 0 ° 2 0 ' 3 6 " E DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION UNDERGROUND CONDUITS PER AJA PLANS DATED 03/12/98 UN D E R G R O U N D CO N D U I T S P E R A J A PL A N S D A T E D 0 3 / 1 2 / 9 8 DAKOTA ELECTRIC PRIMARY ELECTRIC LINE PER SKETCH (NOT FIELD VERIFIED-APPROXIMATE LOCATION) DA K O T A E L E C T R I C P R I M A R Y E L E C T R I C LIN E P E R S K E T C H ( N O T F I E L D VER I F I E D - A P P R O X I M A T E L O C A T I O N ) DAKOTA ELECTRIC PRIMARY ELECTRIC LINE PER SKETCH (NOT FIELD VERIFIED-APPROXIMATE LOCATION) INV=956.9 N INV=951.7 E,W SYNTHETIC TURF SYNTHETIC TURF TOP= INV= SMH 955.4 951.2 W INV=950.0 N,SE TOP= INV= SMH 955.5 949.9 N,SW INV=950.3 E TO P = IN V = CB 95 5 . 8 95 1 . 4 N E , S W TOP= INV= SMH 955.5 947.8 NW,S INV=949.7 E TOP= INV= SMH 955.5 949.0 NE,S INV=950.3 W TOP= INV= CB 955.1 949.6 N INV=946.5 S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S UGE UGE UG E UG E UG E U G E UG E U G E U G E UGE UGE UGC U G C U G C CANOPY CONCRETE CANOPY AND PICNIC TABLE 6 FT CHAIN LINK FENCE6 FT CHAIN LINK FENCE ED G E O F C O N C R E T E ED G E O F C O N C R E T E UG E UGE UG E UGEBI T . EDGE O F BITUMI N O U S CONCRETE C O N C R E T E CONCRETE RUBBER MAT CONCRETE E D G E O F B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 4 F T C H A I N L I N K FE N C E BU I L D I N G 30.1 50 . 1 50 . 1 30.1 RUBBER MAT 60 " R C P S T S CB UNDER BLEACHERS, COULD NOT OPEN CB UNDER BLEACHERS, COULD NOT OPEN 12"RCP 12 " P V C ST S 15" ST S(P) 14"PVC ST S 15 " P V C ST S 15 " S T S ( P ) 15" ST S ( P ) 14 " P V C S T S 33 " R C P S T S 15"RCPST S 21 " R C P ST S 21 " R C P ST S 15" ST S (P) 15" PE R F O R A T E D P V C ST S (P ) BURIED OR CAPPEDSTRUCTURE, LOCATEDTOP OF CONC 30"RCP STS (P) 15" ST S (P) 15"PVC ST S 15"PVC ST S 14"PVCST S 14"PVCST S 1 " x 1 2 " F L A T D R A I N T I L E S T S(P)(TYP)1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP)1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 15 " P E R F O R A T E D P V C ST S ( P ) 15 " P E R F O R A T E D P V C ST S ( P ) 15 " P E R F O R A T E D P V C ST S ( P ) 15" PE R F O R A T E D P V C ST S (P) 15" PE R F O R A T E D P V C ST S (P ) 12" PERFORATED PVC ST S (P) 12" PERFORATED PVC ST S (P)14 " P V C S T S 14 " P V C S T S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - CENTRAL MATCHLINE - SOUTH ETR ETR ETR ETR ETR ETR ETR ETR ETRETR ETR ETRETR ETRETR ETRETR 4" MPL 8-5" TR 33" TR PROTECT TREE PROTECT GRAVEL PROTECT FENCE AND STORM SEWER REMOVE TREES - ALL BUT ONE OR TWO ARE DEAD OR IN POOR HEALTH AND DYING REMOVE TREES - ALL BUT ONE OR TWO ARE DEAD OR IN POOR HEALTH AND DYING PROTECT FENCE REFER TO UTILITY PLAN FOR TREATMENT PROTECT UNDERGROUND UTILITIES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C0.04 REMOVALS PLAN SOUTH LEGEND NOTES ASPHALT PAVEMENT REMOVALS SAWCUT TREE REMOVAL MASS TREE AND SHRUB REMOVALS PROPERTY LINE 1.REFER TO SHEET C0.01, REMOVALS PLAN NORTH, FOR REMOVALS NOTES. 10 FT CHAIN LINK FENCE G R A V E L G R A V E L S A N D S A N D S A N D WATER ELEVATION=939.9 AUGUST 16, 2024 G R A V E L G R A V E L 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 5 F T C H A I N L I N K F E N C E 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 5 F T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BIT U M I N O U S BIT U M I N O U S BIT U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BIT BIT CONC CONC CONC CONC CONC C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE CONCRETE CONC CONC CONCRETE CO N C R E T E C O N C R E T E CON C CONC CONC CONC 20 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE ON CONC 12 FT CHAIN LINK FENCE 8 FT WOOD FENCE BE N C H BENCH CONC WALL KEYSTONE WALL RIPRAP RIPRAP EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS T R E E S RUBBER MAT RUBBER MAT RU B B E R M A T RU B B E R M A T RUB B E R M A T R U B B E R M A T RU B B E R M A T RU B B E R M A T RU B B E R M A T O N B I T U M I N O U S KEYSTONE WALL KEYSTONE WALL SHED SHED SAND SAND SAND SAND KEYSTONE WALLME T A L S T E P S ME T A L S T E P S ME T A L R A M P ME T A L R A M P CO N C B L E A C H E R S B L E A C H E R S BRICK WALLS BRICK WALLS LA OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 19.1 44.0 20.1 23 . 3 18.111.411.4 13.711 . 0 19.1 44.1 20.1 23 . 4 11.416 . 1 18.0 24.011 . 4 19.5 74 . 0 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6. 6 2. 0 2. 0 2.0 3.8 0.71.71.7 0.7 2. 0 1.70.7 2. 3 0.81.7 L=14.0 2. 3 1.70.7 2. 0 0.7 1.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 18 17 16 19 20 21 2223 24 25 2627 28 29 30 1 2 LA LA LA CONC CONCRETE CONCRETE B I T U M I N O U S B I T U M I N O U S KE Y S T O N E W A L L KE Y S T O N E W A L L CONCRETE CO N C R E T E 6200 140TH ST WMULTI-STORY BRICKSCHOOL CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 6 FT CHAIN LINK FENCE ON CONC PR E S S B O X A B O V E DB DB DB KEYSTONE WALL CORNER FALLS ON WALL PI P E L I N E E A S E M E N T P E R D O C . N O . 10 0 3 4 8 7 , I N F A V O R O F W I L L I A M S P I P E LI N E C O . 75 38 10 10 10 10 10 65 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 40 40 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 20 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R HI G H S C H O O L F O U R A D D I T I O N & H I G H SC H O O L F O U R 2 N D A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINOU S DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 SO U T H 4 2 5 . 7 2 WEST 119.93 S O U T H 4 4 1 . 0 2 SO U T H 4 4 1 . 0 2 WEST 119.98 S O U T H 2 4 7 . 4 2 WEST 267.76 SO U T H 5 1 1 . 9 9 S O U T H 5 1 1 . 9 9 WEST 396.96 S O U T H 3 6 7 . 8 1 N 0 ° 0 6 ' 4 5 " W 2 7 4 . 1 1 WEST 433.36 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 8 FT CHAIN LINK FENCE WEST 206.50 L= 2 1 4 . 8 2 R = 1 0 4 0 . 0 0 Δ= 1 1 ° 5 0 ' 0 5 " C. B R G . = N 6 ° 1 5 ' 3 9 " E WEST 433.36 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 0.7 BUILDING BL D G . C O N C R E T E GR A S S GR A S S GR A S S GR A S S WETLAND FLAGS (SEE GENERAL NOTE #2)W E T L A N D W E T L A N D EV E R G R E E N T R E E S EV E R G R E E N T R E E S 3 4 5 6 7 8 9 10 11 12 13 14 15 B I T U M I N O U S B I T U M I N O U S SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAIN L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE 18.05.018.05.018.05.018.04.535.3 3.8 6.8 CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE CANOPY CONCRETE CANOPY AND PICNIC TABLE CANOPY AND PICNIC TABLE 6 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE6 FT CHAIN LINK FENCE ED G E O F C O N C R E T E ED G E O F C O N C R E T E BI T . EDGE OF BITUMIN O U S CONCRETE C O N C R E T E CONCRETE RUBBER MAT CONCRETE E D G E O F B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 4 F T C H A I N L I N K FE N C E70.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 WEST 250.45 NO R T H 2 4 6 . 0 7N45°00'00"W 106.07WEST 187.35 SO U T H 2 5 6 . 1 4 EAST 112.05 SO U T H 1 9 7 . 8 2 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 S89°51'19"E 819.56 S0 ° 0 5 ' 3 1 " W 3 5 0 . 0 0 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 WATER ELEVATION=939.9 AUGUST 16, 2024 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 BU I L D I N G 30.1 50 . 1 50 . 1 30.1 C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S RUBBER MAT ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 10" MPL 8" MPL 8" MPL 23" POP 26" POP 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 10" ASH 11" ASH 6" BAS 9" BAS 9" BAS ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 6" TR 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 8" MPL 2" MPL 13" TR13" TR 15" LIND 24" LIND 15" LIND 24" LIND AIS PROPOSED BUILDING ADDITION T 102030405040302010 10 20 30 40 50 10203040 B B B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING EV ONLY EVEV NO PARKING EV ONLY EV ONLY EV ONLY S S S S S D D D D D D D D D D D D D D D D D D D D D D D D D DD D 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 100 200 C1.00 OVERALL SITE PLAN 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 3.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. 4.COORDINATE INSTALLATION OF IRRIGATION SLEEVES UNDER PAVEMENTS PRIOR TO PAVEMENT INSTALLATION. NOTES EXISTING PARKING COUNTS (729 TOTAL STANDARD CAR STALLS): NORTH EAST PARKING = 264 STALLS CENTRAL PARKING = 227 STALLS SOUTH WEST PARKING = 238 STALLS BUS PARKING = 23 STALLS PROPOSED PARKING COUNTS (738 TOTAL STANDARD CAR STALLS): NORTH EAST PARKING = 264 STALLS CENTRAL PARKING = 158 STALLS SOUTH WEST PARKING = 238 STALLS NORTH WEST PARKING = 74 STALLS ACCESSIBLE PARKING STALL REQUIREMENTS = 23 STALLS ACCESSIBLE PARKING STALLS PROVIDED = 29 STALLS SITE STATISTICS BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C BRICK WALLS OV E R H A N G L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 1 2 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION C O N C R E T E 3 4 5 6 7 8 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E 18.05.018.05.018.05.018.04.535.3 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LINDPROPOSED BUILDING ADDITION REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T B B B B WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 24.00' 24 . 0 0 ' 35 . 6 1 ' 36 . 0 0 ' 8' WALK 5' WALK 10' WALK 8' WALK 8' WALK 6' WALK 8' WALK 24.00' R20 . 0 0 ' R44 . 0 0 ' R20 . 0 0 ' R50 . 0 0 ' R10 . 0 0 ' R 4 . 0 0 ' ( T Y P . ) R 1 5 . 0 0 ' R15 . 0 0 ' R45 . 0 0 ' 36.00' R5. 0 0 ' R 5 0 . 0 0 ' 8' WALK PARKING LOT AREA: 23,860 SF LANDSCAPED ISLAND AREA: 518 SF LANDSCAPED ISLAND AREA: 4,910 SF EXISTING PARKING LOT AREA: 52,098 SF 13 5 ° 0 ' 0 " 10.50' R5. 0 0 ' R 5 . 0 0 ' R 1 5 . 0 0 ' 4' WALK 4' WALK 32 . 7 4 ' 16 1 . 3 4 ' 12.00' R4.0 0 ' R 4 . 0 0 ' R 1 5 . 0 0 ' R 5 . 0 0 ' ( T Y P . ) R5. 0 0 ' R5.0 0 ' R 5 . 0 0 ' R 2 5 . 0 0 ' S S D D D D D D D D D D D D D D D D D D D DD D 6' FLUSH R 4 . 0 0 ' 12 . 1 6 ' 5' TAPER ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN WITH STOOP (TYP.) ANGLE OFF BUILDING CORNER ALIGN WITH STOOP (TYP.) ALIGN WITH BUILDING CORNER (TYP.) ALIGN WITH STOOP (TYP.) ALIGN WITH STOOP (TYP.) 21 C5.02 21 C5.02 21 C5.02 21 C5.02 21 C5.02 21 C5.02 20 C5.03 16 C5.02 16 C5.02 16 C5.02 15 C5.02 19 C5.02 13 C5.03 17 C5.03 16 C5.03 13 C5.02 16 C5.02 16 C5.02 16 C5.02 16 C5.02 20 C5.02 21 C5.02 21 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR RETAINING WALL REFER TO MECHANICAL PLANS FOR EQUIPMENT. REFER TO 15/C5.02 FOR CONCRETE SLAB. ALIGN WITH STOOP (TYP.) 12 C5.03 9 C5.03 20 C5.02 REFER TO ELECTRICAL PLANS FOR TRANSFORMER ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 15 C5.03 17 C5.03 16 C5.03 15 C5.03 INSTALL CONCRETE TO NEAREST JOINT WHERE REMOVED FOR ELIMINATION OF PEDESTRIAN RAMPS. 15 C5.02 16 C5.02 ALIGN WITH BACK OF CURB. 13 C5.03 19 C5.02 12 C5.02 12 C5.02 11 C5.02 12 C5.02 14 C5.02 14 C5.02 13 C5.02 10 C5.02 10 C5.02 17 C5.02 21 C5.02 12 C5.02 12 C5.025' TAPER 12 C5.02 12 C5.02 16 C5.02 16 C5.02 ALIGN WITH STOOP (TYP.) 13 C5.02 14 C5.02 5' CURB TRANSITION 10 C5.02 ALIGN AND TRANSITION CURB STYLE AS NECESSARY TO PRESERVE PEDESTRIAN RAMP. 14 C5.02 15 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 12 C5.02 12 C5.02 ALIGN WITH EXISTING PEDESTRIAN RAMP CURBS 12 C5.03 18 C5.03 16 C5.02 16 C5.02 16 C5.02 16 C5.02 10 C5.02 16 C5.02 16 C5.02 6' WIDE DOUBLE SWING GATE 18 C5.03 6' WIDE SINGLE SWING GATE WITH PANIC HARDWARE ALTERNATE 1 - REFER TO 3/C5.04 19 C5.03 20 C5.03 R 5 . 0 0 ' R9. 0 0 ' 1 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C1.01 SITE PLAN NORTH D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED RECLAIMED ASPHALT PAVEMENT PROPOSED RETAINING WALL PROPOSED DECORATIVE METAL FENCING - TYPE I PROPOSED DECORATIVE METAL FENCING - TYPE II PROPOSED TRAFFIC SIGN PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PRIOR TO INSTALLATION OF CURB, REPORT TO ENGINEER IF EXISTING VALVE OR CATCH BASIN IS WITHIN CURB LINE. ADJUST RADIUS AT THE DIRECTION OF THE ENGINEER TO ENSURE VALVE OR CATCH BASIN IS OPERABLE AND OUTSIDE OF PROPOSED CURB (IN FLOW LINE FOR CATCH BASIN). PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 1.REFER TO SHEET C1.00, SITE PLAN NORTH, FOR FINISHING NOTES. 2.COORDINATE INSTALLATION OF IRRIGATION SLEEVES UNDER PAVEMENTS PRIOR TO PAVEMENT INSTALLATION. NOTES B 16 C5.02 15 C5.02 20 C5.02 21 C5.02 1 C5.03 19 C5.02 13 C5.03 17 C5.02 3 C5.04 12 C5.03 1 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL BRICK WALLS OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 11.4 0.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 OVERHANG DETAIL (NO SCALE) 28 29 30 1 B I T U M I N O U S CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL 38 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 BUILDING GR A S S GR A S S GR A S S GR A S S SYNTHETIC TURF G R A S S G R A S S 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE EDGE O F BITUMI N O U S CONCRETE C O N C R E T E 10 C O N C R E T E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 24.00' R10 . 0 0 ' R4.0 0 ' R 4 . 0 0 ' R50. 0 0 ' R 1 4 . 0 0 ' R 1 5 . 0 0 ' R3.00 ' R 4 . 0 0 ' R 4 . 0 0 ' R4. 0 0 ' S S S S MATCH EXISTING FENCE STYLE AND HEIGHT. BLACK VINYL COATED. REMOVE AND REINSTALL GATE AS NECESSARY. ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 13 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 13 C5.02 10 C5.02 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 INSTALL CONCRETE TO NEAREST JOINT WHERE REMOVED FOR ELIMINATION OF PEDESTRIAN RAMPS. INSTALL CONCRETE TO NEAREST JOINT WHERE REMOVED FOR ELIMINATION OF PEDESTRIAN RAMPS. ALIGN 21 C5.02 1 C5.03 1 C5.03 1 C5.03 1 C5.03 1 C5.03 1 C5.03 1 C5.03 20 C5.02 20 C5.02 21 C5.02 1 C5.03 1 C5.03 22 C5.02 22 C5.02 16 C5.02 15 C5.02 15 C5.02 16 C5.02 1 C5.03 14 C5.02 10 C5.02 14 C5.02 13 C5.02 14 C5.02 14 C5.03 16 C5.02 16 C5.02 16 C5.02 16 C5.02 16 C5.02 SIMILAR TO. FIELD VERIFY. ADJUST CURB STYLE AS NECESSARY TO ALLOW FOR LANDING. 35 . 6 2 ' 43.64' 21 C5.02 21 C5.02 11 C5.02 1 1 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C1.02 SITE PLAN CENTRAL 1.REFER TO SHEET C1.00, SITE PLAN NORTH, FOR FINISHING NOTES. NOTES LEGEND REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED RECLAIMED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED RECLAIMED HEAVY DUTY ASPHALT PAVEMENT PROPOSED CHAIN LINK FENCING PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PRIOR TO INSTALLATION OF CURB, REPORT TO ENGINEER IF EXISTING VALVE OR CATCH BASIN IS WITHIN CURB LINE. ADJUST RADIUS AT THE DIRECTION OF THE ENGINEER TO ENSURE VALVE OR CATCH BASIN IS OPERABLE AND OUTSIDE OF PROPOSED CURB (IN FLOW LINE FOR CATCH BASIN). PROPERTY LINE 1 C5.01 16 C5.02 15 C5.02 22 C5.02 20 C5.02 21 C5.02 1 C5.03 1 C5.03 14 C5.03 17 C5.02 D 1 BI T U M I N O U S C O N C R E T E CONCRETE CO N C R E T E CON C BRICK WALLS BRICK WALLS LA OV E R H A N G 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6 . 6 2. 0 2. 0 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG DETAIL (NO SCALE) 18 17 16 19 1 2 LA LA LA CONCRETE 6200 140TH ST WMULTI-STORY BRICKSCHOOL DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINO U S SO U T H 4 2 5 . 7 2 EV E R G R E E N T R E E S EV E R G R E E N T R E E S 6 7 8 9 10 11 12 13 14 15 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 0 OVERHANG B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAI N L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 18.05.018.05.018.05.018.04.535.3 3.8 6.870.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" ARB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 10" MPL 8" MPL 8" MPL EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 9" LOC 11" LOC 9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 8" MPL 2" MPL 15" LIND 24" LIND 15" LIND 24" LIND AIS WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 8' WALK R45 . 0 0 ' 36.00' R5. 0 0 ' R9.0 0 ' R 6 1 . 4 ' R 1 1 7 . 0 ' MATCH EXISTING WIDTH D D D D D D D D ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION ALIGN WITH STOOP (TYP.) ANGLE OFF BUILDING CORNER 21 C5.02 16 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 ALIGN AND MATCH EXISTING CURB STYLE AND ELEVATION 10 C5.02 REFER TO ELECTRICAL PLANS FOR TRANSFORMER INSTALL CONCRETE TO NEAREST JOINT WHERE REMOVED FOR ELIMINATION 21 C5.02 22 C5.02 21 C5.02 18 C5.02 16 C5.02 12 C5.02 12 C5.02 6' TOTAL WIDTH - 4" WIDE PAINT STRIPE @ 3' O.C. 16 C5.02 16 C5.02 R 5 . 0 0 ' R9. 0 0 ' 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C1.03 SITE PLAN EAST D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED SOLID PAINTED YELLOW CURBS PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 1.REFER TO SHEET C1.00, SITE PLAN NORTH, FOR FINISHING NOTES. NOTES 16 C5.02 22 C5.02 20 C5.02 21 C5.02 17 C5.02 BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C BRICK WALLS OV E R H A N G L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 1 2 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION C O N C R E T E 3 4 5 6 7 8 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E 18.05.018.05.018.05.018.04.535.3 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LINDPROPOSED BUILDING ADDITION REFER TO ARCHITECTURAL PLAN FOR BUILDING DIMENSIONS AND LAYOUT 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T 102030405040302010 B B B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 NO PARKING EV ONLY EVEV NO PARKING EV ONLY EV ONLY EV ONLY 9' x 20' STALLS (TYP) 4" WIDE PAINT STRIPE @ 3' O.C. AND PAINTED 'NO PARKING' (TYP) (8' WIDE) PAINTED ACCESSIBLE SYMBOL (TYP) 24 . 0 0 ' 24.00' 24 . 0 0 ' ACCESS AISLE STALLS WITHIN DASHED BOX ARE 8' x 20'. PARKING STALLS ARE 9' x 20'. 20 . 0 0 ' 40 . 0 0 ' 10 C5.03 10 C5.03 11 C5.03 10 C5.03 11 C5.03 10 C5.03 10 C5.03 8 C5.03 10 C5.03 9 C5.03 PAINTED TRAFFIC ARROWS (TYP) 2' x 8' PAINTED CROSSWALK PANELS @ 4' O.C. (TYP) REINSTALL SALVAGED SIGNS ON NEW POSTS. PROVIDE NEW SIGNS IF DAMAGED. 8 C5.034" WIDE PAINT STRIPE @ 3' O.C. AND PAINTED 'NO PARKING' (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) B B B A BB B A B B 11 C5.03 11 C5.03 11 C5.03 C S S D D D D D D D D D D D D D D D D D D D DD D 4" WIDE PAINT STRIPE @ 3' O.C. (TYP) 4" WIDE PAINT STRIPE @ 3' O.C. (TYP) 4" WIDE PAINT STRIPE - SAME DIRECTION LANE DIVIDER. ALIGN AND MATCH EXISTING. 9 C5.03 9 C5.03 E D PAINTED TEXT (TYP)EV STALLS ARE 11'X20' REFER TO ELECTRICAL PLANS FOR CHARGING STATION 9' x 20' STALLS (TYP) SIMILAR TO SIMILAR TO 10 C5.03 A 9' x 20' STALLS (TYP) 8' x 20' STRIPED STALLS (TYP) 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C1.04 SIGNAGE AND STRIPING PLAN NORTH D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOLID PAINTED YELLOW CURBS PROPOSED RETAINING WALL PROPOSED DECORATIVE METAL FENCING - TYPE I PROPOSED DECORATIVE METAL FENCING - TYPE II PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 1.REFER TO SHEET C1.00, SITE PLAN NORTH, FOR FINISHING NOTES. 2.REPAINT ALL EXISTING YELLOW CURBS WHERE ASPHALT RECLAIM / REPAVE OR RECONSTRUCTION IS PROPOSED. NOTES NO PARKING FIRE LANE SIMILAR TO R7-5 (12"x18") VISITOR PARKING SIMILAR TO R7-1 (12"x18") STOP R1-1 (30" X 30") SIGNAGE KEY NOTES A CB B 8 C5.03 9 C5.03 10 C5.03 11 C5.03 8 C5.03 4 C5.02 9 C5.03 10 C5.03 11 C5.03 D E ACCESSIBLE E V CHARGING STATION SIMILAR TO R7-5 (12"x18") CHARGING STATION ELECTRIC VEHICLES ONLY SIMILAR TO R7-5 (12"x18") 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL BRICK WALLS OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 11.4 0.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 OVERHANG DETAIL (NO SCALE) 28 29 30 1 B I T U M I N O U S CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL 38 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 BUILDING GR A S S GR A S S GR A S S GR A S S SYNTHETIC TURF G R A S S G R A S S 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE EDGE O F BITUMI N O U S CONCRETE C O N C R E T E 10 C O N C R E T E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 102030405040302010 10 20 30 40 50 10203040 WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G 9' x 20' STALLS (TYP) 4" WIDE PAINT STRIPE @ 3' O.C. AND PAINTED 'NO PARKING' (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) 20 . 0 0 ' 40 . 0 0 ' 16 3 . 1 7 ' 20 . 0 0 ' 40 . 0 0 ' 15 . 0 0 ' 24.00' 8 C5.03 9 C5.03 9 C5.03 8 C5.03 4" WIDE PAINT STRIPE @ 3' O.C. AND PAINTED 'NO PARKING' (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) S S S S COORDINATE AND CONFIRM BAND PAINT STRIPING WITH OWNER 9' x 20' STALLS (TYP) 4" WIDE PAINT STRIPE @ 3' O.C. (TYP.) 4" WIDE PAINT STRIPE @ 3' O.C. (TYP.) 9' x 20' STALLS (TYP) PAINTED TRAFFIC ARROWS (TYP) PAINTED TRAFFIC ARROWS (TYP) 4" WIDE PAINT STRIPE @ 3' O.C. (TYP.) 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C1.05 SIGNAGE AND STRIPING PLAN CENTRAL D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOLID PAINTED YELLOW CURBS PROPOSED TRAFFIC SIGN PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPERTY LINE LEGEND 1 C5.01 1.REFER TO SHEET C1.00, SITE PLAN NORTH, FOR FINISHING NOTES. 2.REPAINT ALL EXISTING YELLOW CURBS WHERE ASPHALT RECLAIM / REPAVE OR RECONSTRUCTION IS PROPOSED. NOTES 8 C5.03 9 C5.03 BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C TOP= INV= CB 965.6 960.1 S INV=960.2 N INV=961.4 E INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 966.1 961.0 N,S TOP= INV= CB 968.1 963.9 960.7 N,SE BRICK WALLS OV E R H A N G L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 1 2 FO L FO L FO L S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E 3 4 5 6 7 8 UGC 961.1 W INV=961.0 S TOP= INV= CB 974.5 970.6 N INV=969.6 W 974.8 970.9 TOP= INV= CB 976.6 972.7 TOP= INV= CB 976.1 972.2 N,SE TOP= INV= CB 976.5 971.9 NW INV=971.8 SW TOP= INV= CB 969.8 964.4 E INV=964.1 S TOP= INV= CB 968.8 964.9 NE INV=964.7 W TOP= INV= CB 967.2 962.3 N INV=963.1 E INV=962.0 S TOP= INV= CB 967.3 963.3 GASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG UGCUGCUGCUGCUGC U G C B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E 18.05.018.05.018.05.018.04.535.3 8" D I P W ( P ) 8" D I P W ( P ) 24" DIP W(P)24" DIP W(P) 24" DIP W(P) 20" DIP W(P) 985 984 983 982 981 980 979 978 977 976 975 974 973 972 97 1 970 9 7 0 972 971 973 9 7 4 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 98 0 9 8 1 980979 978 979 98 0 98 1 981 98 0 971 972 974 977 978 97 4 97 3 97 2 97 1 97 0 96 9 96 8 97 8 97 7 976 975 974 973 972 971 970 969 970 98 3 98 2 983 982 981 98 1 98 2 9 8 0 9 7 5 98 2 975 976 977 978 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E 986 987 54 " R C P S T S 12"RCP ST S 24 " R C P S T S 24 " R C P ST S 12"RCP ST S 54 " R C P S T S 12 " P E P S T S 12"PEP STS 12 " P E P S T S 15"RCPST S 21 " R C P S T S 12"RCPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LIND 70.0 74.0 74.0 BW 70.0 69.8 69.7 69.8 72.8 ME 68.9 68.5 68.5 69.9 75.8 74.6 75.6 67.3 67.3 78.3 ME 79.1 ME 80.4 ME 80.5 ME 81.1 ME 78.9 78.8 78.4 78.0 78.3 HP 77.7 ME 78.979.8 79.7 78.9 80.2 80.7 81.6 81.4 80.6 81.2 81.5 83.33 83.33 70.0 70.0 69.9 69.9 69.969.9 69.9 71.0 70.5 72.4 72.5 HP 72.2 70.0 70.0 70.070.070.070.0 70.0 69.9 69.9 69.9 69.4 69.0 68.7 69.669.5 69.5 70.0 69.9 69.5 69.469.4 69.9 69.969.0 68.2 69.5 73.769.5 69.5 69.5 70.5 76.2 BW 76.1 BW 75.5 BW 81.0 TW 85.0 TW 85.0 TW 75.1 80.3 67.3 69.9 ME 67.3 ME 68.869.2 HP 68.2 68.6 69.0 68.8 69.6 69.0 68.5 66.9 ME 68.3 ME 70.5 ME 71.0 ME 71.7 71.772.0 ME 71.0 ME 69.0 ME 68.3 ME 69.4 69.2 69.8 78.0 ME 78.1 ME 77.5 ME 77.5 ME 77.4 ME 77.0 ME 77.3 ME 83.2 83.2 82.3 82.0 82.3 82.2 77.9 ME 79.0 ME 80.4 ME 80.6 79.3 78.7 67.4 68.0 69.5 76.0 TW 69.2 68.9 69.4 68.5 68.867.5 82.8 82.8 82.0 70.7 66.9 67.4 67.5 67.5 67.6 68.0 ME 67.6 68.1 67.2 67.166.9 67.0 TC 67.5 TC 67.4 TC 67.4 67.7 HP 67.5 69.5 HP 68.7 HP 67.9 68.5 69.4 68.8 73.7 TW 67.9 67.0 76.1 75.5 73.8 75.5 75.4 75.6 77.5 BW 78.0 TW 74.7 75.1 76.0 BW 85.0 TW 77.5 BW 78.0 TW 84.7 ME 83.0 67.8 67.9 TC 67.9 TC 69.3 ME 70.0 ME 70.9 69.9 68.9 67.8 67.9 TC 68.0 67.9 67.8 67.1 ME 68.9 73.7 BW 68.7 75.7 76.1 76.2 76.3 75.5 68.9 69.1 68.9 81.5 69.5 69.0 9 7 0 97 5 9 6 9 96 9 9 6 9 9 7 1 9 7 2 9 7 3 9 7 4 970 975 980 985 9 6 8 96 9 971 972 973 974 976 977 978 979 981 982 983 984 9 7 5 97 1 97 2 97 3 97 4 9 7 6 9 7 7 970 9 7 0 9 7 0 9 7 5 96 8 968 96 8 9 6 9 9 6 9 96 9 969 96 9 9 7 1 971 97 1 9 7 2 9 7 3 9 7 4 976 970 97 0 969 97 1 9 7 1 9 7 2 97 2 81.5 81.5 81.0 73.2 73.5 72.5 72.9 76.8 76.7 76.6 69.5 69.0 ME 68.0 ME 68.6 ME 67.5 ME 68.0 ME 67.1 ME67.6 ME 67.2 ME67.6 ME 66.6 ME 67.0 ME 66.266.7 67.0 ME 67.3 ME 67.3 ME 69.670.5 70.6 70.870.8 TC 70.2 70.7 TC 69.5 71.3 76.3 74.7 74.9 77.6 77.6 80.2 80.1 77.9 77.8 77.5 72.3 70.9 71.4 TC 70.6 70.0 74.8 66.6 66.6 ME 66.25 67.3 67.8 TC 67.2 TC 67.1 TC 67.0 66.9 TC 67.7 TC67.2 85.0 TW 83.0 TW 79.0 TW 76.1 BW 76.1 76.5 83.0 ME 82.0 ME 81.0 ME 83.0 TW 81.0 TW79.0 TW 66.8 67.3 TC 67.8 68.9 81.4 81.4 81.5 81.080.1 76.2 76.9 76.5 76.4 76.5 76.4 76.5 77.0 ME 77.2 ME 67.4 67.6 67.7 75.8 TC 75.7 70.1 69.6 69.7 70.0 69.6 69.0 68.7 68.468.6 69.2 69.068.9 69.3 69.1 68.6 68.1 71.0 70.7 70.9 70.7 71.2 71.4 HP 71.2 HP 69.0 68.9 73.85 73.9 73.9 73.85 73.7 73.75 73.9 73.9 73.75 69.3 TC 69.6 69.2 TC 69.2 68.9 69.3 TC69.0 69.6 TC 69.3 69.8 TC 69.969.869.8 TC 69.969.9 TC 70.0 70.5 TC 70.2 70.0 66.30 68.0 69.2 70.3 70.4 69.2 66.6 TC 66.6 TC 66.3 ME 65.6 ME 65.8 ME 66.1 ME 65.8 ME 66.9 ME 66.0 ME 66.0 ME 67.0 ME68.4 ME 68.4 ME 67.8 ME 67.9 ME 68.3 ME 68.2 ME 65.0 ME 66.0 ME 67.0 ME68.0 ME69.0 ME70.0 ME 70.6 ME 71.0 ME 71.4 ME 70.0 69.7 70.070.3 70.2 9 6 6 9 6 7 X X X X X X X X X X X X X X X X X X PROPOSED BUILDING ADDITION 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T B B B B WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 >> >> >> >> >> >> >> >> >> >>>> >> >>>> > > > > > > >> > > >> D >> >> >> >> >>>> D D >> >> D D D >>>>>> >> D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> D D D D >> >>>>>>>>>> >>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D D D D D D >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> D >>>> >>>> > > >> >> > > >> >> >> >> >>>> >> >> >> > > >> > > >>>> >> >> >> >> >> >> >> >> >> >>>> >> >> >>>>>>>> >> >> >> > > >> >> >> >> >>>> > > > > >>>> >> >> >> >> >> >> > > > > > > >>>> >> >> >>>>>>>> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> DD >>>>>>>> >> >> D >> >> >>>>>> > > >> >> >> >> >> >>>> >> >> >> >> >> IP IP IP IP IP IPIPIP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP IP PROVIDE DAILY SWEEPING OF PAVED AREAS CONCRETE WASHOUT CONCRETE WASHOUT PROVIDE DAILY SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS 3 C5.01 3 C5.01 3 C5.01 4 C5.01 4 C5.01 [] [] [] [] [] [] [][] 14 C5.01 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C2.01 EROSION CONTROL PLAN NORTH LEGEND NOTES 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED TEMPORARY DIVERSION BERM PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE IP 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET C2.05, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 4.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 5.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL REGULATIONS. 6.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHER CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED RESTORATION. 7.INLET PROTECTION DEVICE AT STORM SEWER INLETS. AT THE INLETS TO ALL STORM SEWER STRUCTURES, PROVIDE A PRODUCT FROM THE FOLLOWING LIST OF APPROVED PRODUCTS: a.ROAD DRAIN "TOP SLAB", MANUFACTURED BY WIMCO b.ROAD DRAIN "CURB & GUTTER", MANUFACTURED BY WIMCO c.INFRASAFE "SEDIMENT CONTROL BARRIER", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. d.INFRASAFE "DEBRIS COLLECTION DEVICE", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. e.INFRASAFE "CULVERT INLET PROTECTOR", MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS, INC. f.DANDY SACK, MANUFACTURED BY DANDY PRODUCTS, INC. g.DANDY CURB SACK, MANUFACTURED BY DANDY PRODUCTS, INC. h.OR APPROVED EQUAL. 8.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT. 1 C5.01 4 C5.01 3 C5.01 2 C5.01 14 C5.01 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL TOP= INV= SAN TOP= INV= CB 955.0 951.0 TOP= INV= CB 954.9 951.6 TOP= INV= SAN 960.2 950.7 TOP= INV= SMH 961.3 953.2 N,E TOP= INV= CB 961.5 957.2 TOP= INV= CB 959.9 953.7 S INV=954.3 NW INV=955.6 W TOP= INV= CB 961.1 955.1 N,S TOP= INV= CB 962.3 956.4 N,S INV=957.7 E TOP= INV= CB 961.5 957.8 TOP= INV= CB 964.1 958.3 N,S INV=959.5 W INV=959.8 E TOP= INV= CB 963.9 960.8 INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 968.1 963.9 969.9 965.6 SUMP=963.6 961.0 N,S TOP= INV= 966.0 961.8 963.0 958.8 BRICK WALLS OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 11.4 0.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 OVERHANG DETAIL (NO SCALE) 28 29 30 1 TOP= INV= SAN 962.8 949.4 TOP= INV= CB 966.3 962.0 B I T U M I N O U S FO L FOL FOL FOLFOL FO L FO L FO L FOL FO L FO L FOL FO L FO L GA S GA S GA S GA S 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) 8" P V C S A N S ( P ) 8"PVC S A N S ( P ) CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL TOP= INV= SMH 968.4 961.3 N,SE 38 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 BUILDING GA S ( P ) GR A S S GR A S S GR A S S GR A S S TOP= INV= SMH 962.1 956.9 N INV=951.7 E,W TOP= INV= SMH(P) 962.9(P) 957.50 S(P) INV=957.58 W(P) INV=959.00 N(P) SYNTHETIC TURF TO P = IN V = CB 95 5 . 8 95 1 . 4 N E , S W TOP= INV= SAN 968.7 959.8 TOP= INV= CB 964.8 962.6 TOP= INV= CB 964.4 960.2 E INV=960.1 S INV=956.9 SUMP G R A S S G R A S S 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S UGC UGC UGCUGC UG C UG C UG C UG C UG C UGC 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE EDGE O F BITUMI N O U S CONCRETE C O N C R E T E 964 964 963 960 960 959 958 957 96 3 96 6 96 7 96 8 969 97 0 971 972 970 969 96 8 96 7 96 6 96 8 96 7 96 6 96 5 967 966 965 964 963 96 2 9 6 1 9 6 2 96396 4 965 965 96 5 963 962 96 2 962 961 960 959 958 957 959 958 960 96 1 96 2 96 3 963 963 965 965 968 10 C O N C R E T E 12"RCP ST S 24 " R C P ST S 12"RCP ST S 2 7 " R C P S T S 12"RCPST S 27 " R C P ST S 12 " R C P S T S 36"RCP ST S 36 " R C P ST S 12"RCPST S 3 0 " R C P S T S ( P ) 30 " R C P S T S ( P ) 12"RCPST S 15"PV C S T S 15 " R C P S T S 14"PVCST S 15" PE R F O R A T E D P V C ST S (P) 15" PE R F O R A T E D P V C 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S ( P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S 12 " P V C S T S ( P ) 12" PVC ST S (P) 12" PVC ST S 14 " P V C ST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 67.1 ME67.6 ME 67.2 ME67.6 ME 66.6 ME 67.0 ME 66.0 ME 66.3 ME 65.7 ME66.1 ME 65.0 ME65.3 ME 64.7 ME 65.0 ME 64.0 ME 64.4 ME 63.6 ME 64.0 ME 63.0 ME 63.4 ME 62.7 ME 63.0 ME 62.0 ME 62.4 ME 62.5 ME62.8 ME 61.8 ME62.2 ME 62.2 ME 62.0 ME 61.3 ME 61.0 ME 60.0 ME59.9 ME 60.7 ME 62.8 ME 65.3 ME 65.3 ME 64.7 ME65.1 ME 65.3 ME 64.9 ME 65.7 ME 65.6 ME 65.1 ME 65.2 65.3 65.7 65.1 65.0 ME 64.9 ME 65.4 ME 66.0 ME 66.0 ME 2.3 % 1.8 % 1.5 % 1 . 5 % 1.8% 66.6 TC 66.6 TC 65.6 ME 65.8 ME 66.0 ME 66.0 ME 66.0 ME 65.8 ME 65.0 ME 65.0 ME 65.3 ME 64.5 ME 64.8 ME64.4 64.6 64.7 ME 64.8 ME 64.5 ME 64.3 ME 62.9 ME 64.0 ME 63.7 ME 64.0 TC 64.0 ME 64.5 TC 64.6 HP 64.5 HP 64.6 TC 64.3 64.6 ME 64.5 64.7 65.0 ME 67.0 ME 67.1 ME 67.0 ME67.3 ME 67.2 ME67.4 ME 67.3 ME 67.5 ME 67.0 ME 66.0 ME68.0 ME 68.0 ME 68.5 ME 67.0 ME 66.0 ME 65.0 ME64.1 ME 65.0 ME 64.0 ME 63.0 ME 61.0 ME 61.0 ME 61.0 ME 61.0 ME 62.0 ME 62.0 ME 62.0 ME 61.4 ME 61.3 ME 61.2 ME 63.8 ME 63.9 ME 63.6 ME 63.0 ME 65.4 ME 65.0 ME 65.5 ME 65.7 ME 66.4 ME66.8 ME 66.1 ME 65.7 ME 68.4 ME 68.4 ME 67.8 ME 67.9 ME 68.3 ME 68.2 ME 70.0 ME 69.0 ME 68.0 ME 67.0 ME 66.0 ME 65.0 ME 65.0 ME 66.0 ME 67.0 ME68.0 ME69.0 ME70.0 ME 70.6 ME 71.0 ME 71.4 ME 70.2 ME 70.5 ME 70.0 ME 69.0 ME 68.0 ME 67.0 ME 66.0 ME 65.0 ME 67.0 ME 66.0 ME 65.0 ME 64.0 ME 62.0 ME 63.0 ME 965 964 9 6 6 9 6 7 WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 IP IP IP IP IP IP IP IP IP IP IP IP IP SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS 4 C5.01 4 C5.01 4 C5.01 [][] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] [] 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C2.02 EROSION CONTROL PLAN CENTRAL LEGEND NOTES 955 54.6 955 D [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB PROPOSED GRADING LIMITS PROPOSED MANHOLE (MH) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SEDIMENT CONTROL LOG PROPERTY LINE IP 1 C5.01 1.REFER TO SHEET C2.01, EROSION CONTROL PLAN NORTH, FOR GENERAL NOTES. 4 C5.01 BI T U M I N O U S C O N C R E T E CONCRETE CO N C R E T E CON C BRICK WALLS BRICK WALLS LA OV E R H A N G 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6 . 6 2. 0 2. 0 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG DETAIL (NO SCALE) 18 17 16 19 1 2 LA LA LA CONCRETE 6200 140TH ST WMULTI-STORY BRICKSCHOOL TOP= INV= SMH 965.6 957.4 S INV=957.7 N INV=957.9 W TOP= INV= CB 968.7 959.8 S INV=960.1 N INV=960.4 W INV=960.6 E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINO U S SO U T H 4 2 5 . 7 2 EV E R G R E E N T R E E S EV E R G R E E N T R E E S 6 7 8 9 10 11 12 13 14 15 TOP= INV= CB 977.3 973.2 TOP= INV= 977.3 973.1 W INV=973.0 N TOP= INV= CB 977.9 974.0 TOP= INV= CB 979.5 975.7 TOP= INV= CB 975.0 971.0 TOP= INV= CB 975.2 971.2 TOP= INV= CB 974.1 970.2 N,W INV=970.1 SE TOP= INV= CB 972.4 966.8 NW INV=966.6 SE TOP= INV= CB 972.0 965.8 NW INV=965.6 SE GAS 976.5 971.9 NW INV=971.8 SW TOP= INV= CB 965.9 961.8 W INV=961.6 ETOP= INV= CB 965.1 962.6 SW,W INV=962.1 E GASGASGAS 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 0 OVERHANG UG C UGCUGCUGC GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAI N L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 18.05.018.05.018.05.018.04.535.3 3.8 6.8 10"DIPW (P) HYD 10 " D I P W ( P ) 8" D I P W ( P ) W 24" DIP W(P)24" DIP W(P)24" DIP W(P) 980 9 7 7 9 7 8 9 7 9 98 0 9 8 1 979 98 0 977 978 97 6 975 97697 797 897 9 98 0 980979 979 98 0 98 1 981 98 0 97 9 974 976 97 8 977 975 973 973 972 9 7 1 9 7 0 96 9 9 7 0 9 7 1 980 979 978 977 976 97 5 97 4 97 3 972 981 982 980 980 97 9 978 977 976 975 974 966 967 968 966 966 96 5 96 4 96 9 9 6 9 9 6 8 9 6 9 96 8 966 9 6 7 9 6 8 96 9 975 974 97 3 972 971 970 969 982 981 980 979 978 977 976 975 974 973 972 970 971 977 976 975 978 98 3 98 2 983 982 98170.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S 981 982 983 984 983 982 981 980 979 981 98 2 981 15"HDPEST S 2 4 " H D P E S T S 15"HD P E ST S 15" PEP ST S 12 " P E P S T S 12"PEP ST S 1 2 " P E P S T S 15 " P E P S T S 15"PEP ST S 15"PEPST S 6"PVCST S 6"DIPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML 15"HDPEST S 15 " H D P E ST S TOP= INV= CB 965.2 962.8 SW,NE,E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" ARB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 10" MPL 8" MPL 8" MPL EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 9" LOC 11" LOC 9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 8" MPL 2" MPL 15" LIND 24" LIND 15" LIND 24" LIND AIS 1 . 6 % 3.4 % 2. 4 % 4.1% 78.3 ME 79.1 ME 80.4 ME 80.5 ME 81.1 ME 78.9 78.8 78.4 78.0 78.3 HP 77.7 ME 78.9 78.9 80.2 80.7 81.6 81.4 83.33 83.33 78.0 ME 78.1 ME 77.5 ME 77.5 ME 77.4 ME 77.0 ME 77.3 ME 83.2 83.2 82.3 82.0 82.3 82.2 77.9 ME 79.0 ME 80.4 ME 80.6 79.3 78.7 82.8 81.5 96 5 96 5 97 0 96 6 96 6 96 7 96 7 96 8 96 8 96 9 96 9 97 1 64.5 64.5 65.0 67.7 EOF 69.0 ME 68.0 ME 67.0 ME 66.772.9 ME 72.0 ME 72.0 ME 68.7 ME 72.9 ME 72.7 ME 72.5 ME 73.1 ME 71.8 ME72.0 ME 71.2 ME 70.0 ME 69.6 ME 69.0 ME 68.5 ME 70.7 ME 77.0 ME 77.2 ME 73.3 ME 70.7 ME 71.0 ME 70.0 ME WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 >> >>>> > > > > >> D >> >> >> >>>> >> >> >> >> D >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D >>>>>>>>>>D >>>> >>>> > > >> >> > > >> >> >> >> >>>> >> >> >> > >>> D D >> D IP IP IP IP IP IP IP IP IP [] [] [] [] [] [] [] [] [] [] [] [] [][][] [] [] [] [] [] [] [] [] [] [] [] [] [] [][][] [ ] SF SF SF SF SF SF SF SF SF IP CONCRETE WASHOUT PROVIDE DAILY SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS PROVIDE DAILY SWEEPING OF PAVED AREAS 3 C5.01 4 C5.01 2 C5.01 2 C5.01 1 C5.01 1 C5.01 4 C5.03 [ ] 4 C5.01 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C2.03 EROSION CONTROL PLAN EAST LEGEND NOTES 955 54.6 955 D >>>> >>>>>>>>>> SF SF [][] REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED SURGE BASIN (SB) INLET PROTECTION DEVICE AT STORM SEWER INLET PROPOSED SILT FENCE PROPOSED SEDIMENT CONTROL LOG PROPOSED ROCK CONSTRUCTION ENTRANCE PROPOSED EROSION CONTROL BLANKET PROPOSED OVERFLOW SWALE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE IP 1 C5.01 1.REFER TO SHEET C2.01, EROSION CONTROL PLAN NORTH, FOR GENERAL NOTES. 1 C5.01 4 C5.01 3 C5.01 2 C5.01 4 C5.03 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PERMANENT STORMWATER MANAGEMENT SYSTEM: Type of storm water management used if more than 1 acre of new impervious surface is created:PROJECT LOCATION 1-MILE BOUNDARY RECEIVING WATERS EASTVIEW HIGHSCHOOL ADDITION - 2025 CITY OF APPLE VALLEY DAKOTA COUNTY, MINNESOTA PROJECT LOCATION: RECEIVING WATERS: Receiving waters, including surface water, wetlands, Public Waters, and stormwater ponds, within 1-mile of the project boundary are identified on the USGS 7.5 min quad map above. Receiving waters that are impaired, the impairment, and WLA are listed as follows. All specific BMPs relative to construction activities listed in the permit for special, prohibited, restricted, or impaired have been incorporated into this plan. All specific BMPs listed in approved TMDLs and those BMPs listed for construction related waste load allocations have also been incorporated. DESCRIPTION OF CONSTRUCTION ACTIVITIES AND STORMWATER MANAGEMENT: Construction activities include: Site grading, sanitary sewer and water main extensions, stormwater management, temporary erosion and sediment control, and permanent stabilization. Stormwater currently runs off into localized storm sewer and then drains to a regional stormwater pond south of the project site. Under proposed conditions drainage patterns will generally match the existing conditions, with the northern parking lot and assocaited greenspaces being routed to the two proposed filtration BMPs prior to discharge into the existing site storm sewer. The project will include the installation of the following stormwater BMPs; biofiltration basin, underground sand filtration. IMPLEMENTATION SCHEDULE AND PHASING: The Contractor is required to provide an updated schedule and site management plan meeting the minimum requirements of Section 1717 of the Minnesota Standard Specifications for Construction. 1)Submit SWPPP Updates to Engineer. Submittal shall include any requested changes to the SWPPP, including but not limited to: Trained Personnel, Locations for Stockpiles, Concrete Washout, Sanitation Facilities, Types and Locations of Erosion & Sediment Control. Failure to submit updates shall be considered acceptance of the SWPPP as designed with no changes. 2)Install perimeter sediment control, inlet protection, and construction exit. 3) Complete removals 4) Complete mass grading and storm sewer installation. 5) Complete building and pavement additions. 6)Add additional temporary BMPs as necessary during construction based on inspection reports. 7)Ensure final stabilization measures are complete. 8)Provide digital copy of all Field SWPPP Documentation including Inspection Reports and SWPPP Revisions to the Owner. 9)Submit Notice of Termination (NOT) to MPCA. NOTE: The NOT must be submitted to MPCA before Final Stabilization is considered complete. The SWPPP Designer, Construction SWPPP Manager, and BMP Installer must have appropriate training. Documentation showing training commensurate with the job duties and responsibilities is required to be included in the SWPPP prior to any work beginning on the site. Training documentation for the SWPPP Designer is included on the Narrative sheet. The Contractor shall attach training documentation to this SWPPP for the Construction SWPPP Manager and BMP Installer prior to the start of construction. This information shall be kept up to date until the project NOT is filed. RESPONSIBLE PARTIES: The Contractor and Owner will be joint applicants under the MPCA's General Stormwater Permit for Construction Activity as required by the National Pollutant Discharge Elimination System (NPDES) Phase II program. The Contractor shall provide one or more trained Construction SWPPP Manager(s) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs that will oversee the implementation of the SWPPP, and the installation, inspection and maintenance of the erosion prevention and sediment control BMPs. A Construction SWPPP Manager must be available for an on-site inspection within 72 hours upon request by the MPCA. ADDITIONAL COMPENSATION Payment for all work associated with Erosion and Sediment Control shall be as described in the Project Manual. Unless otherwise authorized by the Owner no additional payment shall be made for any work required to administer and maintain the site erosion and sediment control in compliance with the Minnesota Pollution Control Agency (MPCA) - General Stormwater Permit for Construction Activity (MN R100001) including but not limited to inspection, maintenance, and removal of BMPs or addition of BMPs to accommodate Contractor phasing. DOCUMENT RETENTION Permittees must make the SWPPP, including all inspection reports, maintenance records, training records and other information required by this permit, available to federal, state, and local officials within three (3) days upon request for the duration of the permit and for three (3) years following the NOT. GENERAL STORMWATER DISCHARGE REQUIREMENTS All requirements listed in Section 5.1 of the Permit for the design of the permanent stormwater management system and discharge have been included in the preparation of this SWPPP. These include but are not limited to: 1.The expected amount, frequency, intensity, and duration of precipitation. 2.The nature of stormwater runoff and run-on at the site 3.Peak flow rates and stormwater volumes to minimize erosion at outlets and downstream channel and stream bank erosion. 4.The range of soil particle sizes expected to be present on the site. Permanent stormwater treatment systems for this project have been designed in accordance with the guidance in the MN Stormwater Manual in place at the time of bidding. Copies of the design information and calculations are part of this SWPPP and will be provided in digital format upon written request to the Engineer. FEETSCALE 0 1000 2000 Wet Sedimentation Basin X Filtration Regional Pond Permanent Stormwater Management Not Required COUNTY TOWNSHIP RANGE SECTION LATITUDE LONGITUDE Dakota T115N R20W 26 44.744834 -93.192356 BMP SUMMARY QUANTITY UNIT Rock Construction Exit 3 Each Silt Fence, Machine Sliced 300 LF Sediment Control Log, Type Compost 1,600 LF Inlet Protection Device 43 Each Erosion Control Blanket 13,200 SY NAME OF WATER BODY TYPE (ditch, pond, wetland, lake, etc.) Special, Prohibited, Restricted Water 1 Flows to Impaired Water Within 1-Mile 2 USEPA Approved Construction Related TMDL 3 Stormwater Pond Pond No No No COMPANY CONTACT PERSON PHONE OWNER:ISD #196 Mark Stotts 952-431-8900 SWPPP DESIGNER:Bolton & Menk, Inc.Lanol Leichty 952-890-0509 CONTRACTOR:TBD TBD TBD CONSTRUCTION SWPPP MANAGER:TBD TBD TBD PARTY RESPONSIBLE FOR LONG TERM O&M:ISD #196 Sam Firpo 651-423-7702 Total Project Size (disturbed area) =5.3 ACRES Existing area of impervious surface =1 ACRES Post construction area of impervious surface =3.3 ACRES Total new impervious surface area created =2.3 ACRES Planned Construction Start Date:5/1/2025 Estimated Construction Completion Date:9/1/2026 PROJECT AREAS: PROJECT LOCATION PROJECT BOUNDARY NATIONAL WETLANDS INVENTORY IMPAIRED, SPECIAL OR PROTECTED WATERS CALCAREOUS FEN OR 1-MILE BOUNDARY LEGEND RECEIVING WATERS R 1 Special, prohibited, and restricted waters are listed in Section 23 of the MN Construction Stormwater General Permit (MNR100001). 2 Identified as impaired under section 303 (d) of the federal Clean Water Act for phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. 3 Construction Related TMDLs include those related to: phosphorus, turbidity, TSS, dissolved oxygen, and/or aquatic biota. 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR C2.04 SWPPP PLAN Information contained in this SWPPP narrative sheet summarizes requirements of the GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM PROGRAM - Permit No: MN Rl0000l (Permit) as they apply to this project. All provisions of the Permit including those not specifically cited herein shall apply to this project. The Contractor is responsible to be familiar with and comply with all conditions of the permit. The full text of the Permit is available at: https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf SWPPP AMENDMENTS AND SUBMITTALS Contractor must prepare and submit to the Engineer a SWPPP amendment as necessary to include additional Best Management Practices (BMPs) to correct problems identified or address the following situations. 1.Contact information and training documentation for Construction SWPPP Manager and BMP Installer, 2.There is a change in construction method of phasing, operation, maintenance, weather or seasonal conditions not anticipated during the design of the SWPPP including but not limited to: a.Types and/or Locations of BMPs b.Material Storage and Spill Response c.Fueling Plans d.Locations for Stockpiles, Concrete Washout, and Sanitation Facilities and e.Project Phasing 3.It is determined that the SWPPP is not achieving objectives of minimizing pollutants in stormwater discharges associated with construction activity, or 4.The SWPPP is not consistent with the terms and conditions of the permit. The Contractor may implement SWPPP amendments immediately and is not required to wait for Engineer review of the submittal. The responsibility for completeness of SWPPP amendments and compliance with the Permit lies with the Contractor. Review, comment, or lack of comment by the Engineer on a SWPPP amendment shall not absolve the responsibilities of the Contractor in any way. If a change order is issued for a design change the SWPPP amendment will be prepared by the Engineer and included in the change order. In addition to SWPPP amendments, the Contractor shall submit to the Engineer Weekly Erosion and Sediment Control Schedule meeting the requirements of MnDOT 1717. The Contractor shall keep copies of all SWPPP amendments, Weekly Erosion and Sediment Control Schedules, inspection logs, and maintenance logs with the field copy of the SWPPP. A PDF copy of these documents will be provided along with a copy of the final Field Copy of the SWPPP to the Engineer along with the signed Notice of Termination when final stabilization is complete. EROSION PREVENTION PRACTICES Stormwater conveyance channels shall be routed around unstabilized areas. Erosion controls and velocity dissipation devices shall be used at outlets within and along the length of any constructed conveyance channel. The normal wetted perimeter of all ditches or swales, including storm water management pond slopes, that drain waters from the site must be stabilized within 200' of any property edge or discharge point, including storm sewer inlets, within 24 hours of connection. Temporary or permanent ditches or swales used as sediment containment during construction do not need to be stabilized during temporary period of use and shall be stabilized within 24 hours after no longer used as sediment containment. Mulch, hydromulch, tackifier, or similar practice shall not be used in any portion of the wetted perimeter of a temporary or permanent drainage ditch or swale section with a continuous slope of greater than 2 percent. Energy dissipation shall be installed at all temporary or permanent pipe outlets within 24 hours of connection to a surface water or permanent stormwater treatment system. The Contractor shall phase construction and use construction methods to the extent practical to minimize exposed soils. The project phasing shall be documented in the Weekly Erosion and Sediment Control Schedule. SEDIMENT CONTROL PRACTICES Down gradient BMPs including perimeter BMPs must be in place before up gradient land- disturbing activities begin and shall remain in place until final stabilization. All BMPs that have been adjusted or removed to accommodate short-term activities shall be re-installed or replaced the earlier of the end of the work day or before the next precipitation event even if the activity is not complete. Inlet BMPs may be removed for specific safety concerns. The BMPs shall be replaced as soon as the safety concern is resolved. The removal shall be documented in the SWPPP as a SWPPP amendment. Temporary stockpiles must have sediment control BMPs. The Contractor shall prepare and submit to the Engineer a SWPPP amendment showing the location of temporary stockpiles and the BMPs for each stockpile. The SWPPP amendment must meet the minimum requirements of Section 9 of the Permit. Soil compaction shall be minimized and topsoil shall be preserved, unless infeasible or if construction activities dictate soil compaction or topsoil stripping. The use of polymers, flocculants, or other sedimentation treatment chemicals are not proposed as part of this SWPPP as designed by the Engineer. If methods or phasing of construction require the use of any of these chemicals, the Contractor shall prepare and submit to the Engineer a SWPPP amendment that meets the minimum requirements of Section 9 of the Permit. TEMPORARY SEDIMENTATION BASINS A temporary sedimentation basin has not been included in this SWPPP as designed by the Engineer. If a basin is later determined to be desirable or necessary the Contractor shall prepare and submit to the Engineer a SWPPP amendment. Temporary sedimentation basins shall meet or exceed the minimum requirements of Section 14 of the Permit and shall include a basin draining plan meeting or exceeding the minimum requirements of Section 10 of the Permit. Where the site discharges to Special and/or Impaired Waters the SWPPP amendment shall also meet or exceed the minimum requirements of Section 23 of the permit. DEWATERING A dewatering plan has not been included in this SWPPP as designed by the Engineer. If dewatering is required for this project, the Contractor shall prepare and submit to the Engineer a SWPPP amendment. All dewatering shall meet or exceed the minimum requirements of Section 10 of the Permit. POLLUTION PREVENTION Products and materials that have the potential to leach pollutants that are stored on the site must be stored in a manner designed to minimize contact with stormwater. Materials that are not a source of potential contamination to stormwater or that are designed for exposure to stormwater are not required to be covered. Hazardous materials including but not limited to pesticides, fertilizer, petroleum products, curing compounds and toxic waste must be properly stored and protected from stormwater exposure as recommended by the manufacturer in an access restricted area. Solid waste must be stored, collected and disposed of in compliance with Minnesota Administrative Rules Chapter 7035. Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. CH 7041. Exterior vehicle or equipment washing on the project site shall be limited to a defined area of the site. No engine degreasing is allowed on site. A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. The Contractor shall prepare and submit a SWPPP amendment detailing the location and BMPs proposed for storage of materials, solid waste, portable toilets, and exterior vehicle or equipment washing on the site. The SWPPP amendment shall include a spill prevention and response plan that is appropriate for the materials proposed to be on the site. The SWPPP amendment shall meet or exceed the minimum requirements of Section 12 of the Permit. INSPECTION & MAINTENANCE A trained person shall routinely inspect the entire construction site at the time interval indicated on this sheet of the SWPPP during active construction and within 24-hours after a rainfall event greater than 0.5 inches in 24 hours. Following an inspection that occurs within 24-hours after a rainfall event, the next inspection must be conducted at the time interval indicated in the Receiving Waters Table found on the SITE PLAN AND INFORMATION SHEET of the SWPPP. All inspections and maintenance conducted during construction must be recorded on the day it is completed and must be retained with the SWPPP. Inspection report forms are available in the Project Specifications. Inspection report forms other than those provided shall be approved by the engineer. The Contractor may request a change in inspection schedule for the following conditions: a.Inspections of areas with permanent cover to be reduced to once per month, b.Inspections of areas that have permanent cover and have had no construction activity for 12 months to be suspended until construction resumes, c.Inspections of areas where construction is suspended due to frozen ground conditions, inspections to be suspended until the earlier of within 24 hours of runoff occurring, or upon resuming construction. No change in inspection schedule shall occur until authorized by the Engineer. Inspections must include: 1.All erosion prevention and sediment control BMPs and Pollution Prevention Management Measures to ensure integrity and effectiveness. 2.Surface waters, including drainage ditches and conveyance systems for evidence of erosion and sediment deposition. 3.Construction site vehicle exit locations, streets and curb and gutter systems within and adjacent to the project for sedimentation from erosion or tracked sediment from vehicles. 4.Infiltration areas to ensure that no sediment from ongoing construction activity is reaching the infiltration area and that equipment is not being driven across the infiltration area. All non-functioning BMPs and those BMPs where sediment reaches one-half (1/2) of the depth of the BMP, or in the case of sediment basins one-half (1/2) of the storage volume, must be repaired, replaced, or supplemented by the end of the next business day after discovery, or as soon as field conditions allow. Permittees must repair, replace or supplement all nonfunctional BMPs with functional BMPs by the end of the next business day after discovery, or as soon as field conditions allow. Any sediment that escapes the site must be removed and the area stabilized within 7 calendar days of discovery unless precluded by legal, regulatory, or physical access in which case the work shall be completed within 7 calendar days of authorization. Paved surfaces such as streets shall have any escaped or tracked sediment removed by the end of the day that it is discovered. Sediment release, other than paved surfaces that can be cleaned up with street sweeping shall be reported immediately upon discovery to the Engineer. PUBLIC WATER RESTRICTIONS: For public waters that have been promulgated "work in water restrictions" during fish spawning time frames, all exposed soil areas that are within 200 feet of the water's edge, and drain to these waters must complete stabilization within 24-hours during the time period. MN DNR permits are not valid for work in waters that are designated as infested waters unless accompanied by an Infested Waters Permit or written notification has been obtained from MN DNR stating that such permit is not required. There is no exception for pre-existing permits. If a MN DNR Permit has been issued for the project and the water is later designated as infested, the Contractor shall halt all work covered by the MN DNR Permit until an Infested Waters Permit is obtained or that written notification is obtained stating that such permit is not required. FINAL STABILIZATION Final Stabilization is not complete until all the following requirements have been met: 1.Substantial Completion has been reached and no ground disturbing activities are anticipated. 2.Permanent cover has been installed with an established minimum uniform perennial vegetation density of 70 percent of its expected final growth. Vegetation is not required in areas where no vegetation is proposed by this project such as impervious surfaces or the base of a sand filter. 3.Accumulated sediment has been removed from all permanent stormwater treatment systems as necessary to ensure the system is operating as designed. 4.All sediment has been removed from conveyance systems 5.All temporary synthetic erosion prevention and sediment control BMPs have been removed. BMPs designated on the SWPPP to remain to decompose on-site may remain. 6.For residential construction only, permit coverage terminates on individual lots if the structures are finished and temporary erosion prevention and downgradient perimeter control is complete, the residence sells to the homeowner, and the permittee distributes the MPCA's "Homeowner Fact Sheet" to the homeowner. 7.For agricultural land only (e.g., pipelines across cropland), the disturbed land must be returned to its preconstruction agricultural use prior to submitting the NOT. SITE STABILIZATION COMPLETION: SITE INSPECTION INTERVAL: SPECIAL ENVIRONMENTAL CONSIDERATIONS AND PERMITS: TYPE OF PERMIT PERMITTING AGENCY PERMIT STATUS AND CONDITIONS Construction Stormwater NPDES MPCA To Be Applied For 1)Was an environmental review required for this project or any part of a common plan of development or sale that includes all or any portion of this project?NO 2)Does any portion of the site have the potential to affect threatened or endangered species or their critical habitat?NO 3)Does any portion of this site discharge to a Calcareous fen.NO 4)Will any portion of the site potentially affect properties listed on the National Register of Historic Places or a known or discovered archeological site?NO 5)Have any Karst features have been identified in the project vicinity?NO 6)Is compliance with temporary or permanent stormwater management design requirements infeasible for this project?NO 7)Has the MN DNR promulgated "work in water restrictions" for any Public Water this site disharges to during fish spawning?NO A trained person shall routinely inspect the entire construction site during active construction at an interval of no more than:7 calendar days SWPPP DESIGNER TRAINING DOCUMENTATION: Stabilization of exposed soils shall begin immediately and shall be completed after the construction activity has temporarily or permanently ceased no later than: 14 calendar days 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR C2.05 SWPPP NARRATIVE 411B 39C2 411B 39C2 LEGEND PROJECT BOUNDARY SOIL TYPE NATIONAL WETLANDS INVENTORY DWSMA, LOW VULNERABILITY STEEP SLOPES (>33.3%) RECEIVING WATERS IMPAIRED, SPECIAL OR PROTECTED WATERS SOIL TYPE SUMMARY Map Unit Symbol Soil Name Hyd. Soil Group Erodibility MUSYM MUNAME HYDGRP MUHELCL 39C2 Wadena loam, 6 to 12 percent slopes, moderately eroded B PHEL 411B Waukegan silt loam, 1 to 6 percent slopes B NHEL NHEL - Not Highly Erodible Land PHEL - Potentially Highly Erodible Land HEL - Highly Erodible Land FEETSCALE 0 50 100 R 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR C2.06 SWPPP SOILS BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C TOP= INV= CB 965.6 960.1 S INV=960.2 N INV=961.4 E INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 966.1 961.0 N,S TOP= INV= CB 968.1 963.9 960.7 N,SE BRICK WALLS OV E R H A N G L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 1 2 FO L FO L FO L U G E UGEUGEUGE UG E UGE UGE UGE UGE UGE UG E UGEUGE UG E UGE UGEUGE UGE S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E 969.8 CB 983 . 1TAD 3 4 5 6 7 8 UG E UGC 961.1 W INV=961.0 S TOP= INV= CB 974.5 970.6 N INV=969.6 W 974.8 970.9 TOP= INV= CB 976.6 972.7 TOP= INV= CB 976.1 972.2 N,SE TOP= INV= CB 976.5 971.9 NW INV=971.8 SW TOP= INV= CB 969.8 964.4 E INV=964.1 S TOP= INV= CB 968.8 964.9 NE INV=964.7 W TOP= INV= CB 967.2 962.3 N INV=963.1 E INV=962.0 S TOP= INV= CB 967.3 963.3 GASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG UGCUGCUGCUGCUGC U G C UGE UG E UG E UG E U G E UGE UGE UGE UGE UGE U G E UGE UGE U G E UGE UGE UGE UGE UGE UGE U G E UGEUGEUGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S UG E UGE UGE UGE UGE U G E UG E UG E UG E UGE UGE U G E UG E U G E U G E U G E U G E U G E U G E U G E U G E U G E LALA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E 18.05.018.05.018.05.018.04.535.3 8" D I P W ( P ) 8" D I P W ( P ) 24" DIP W(P)24" DIP W(P) 24" DIP W(P) 20" DIP W(P) 985 984 983 982 981 980 979 978 977 976 975 974 973 972 97 1 970 9 7 0 972 971 973 9 7 4 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 98 0 9 8 1 980979 978 979 98 0 98 1 981 98 0 971 972 974 977 978 97 4 97 3 97 2 97 1 97 0 96 9 96 8 97 8 97 7 976 975 974 973 972 971 970 969 970 98 3 98 2 983 982 981 98 1 98 2 9 8 0 9 7 5 98 2 975 976 977 978 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 CONCRETE CO N C R E T E CO N C R E T E CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S 986 987 54 " R C P S T S 12"RCP ST S 24 " R C P S T S 24 " R C P ST S 12"RCP ST S 54 " R C P S T S 12 " P E P S T S 12"PEP STS 12 " P E P S T S 15"RCPST S 21 " R C P S T S 12"RCPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL 12" MPL 16" MPL 16" MPL 22" MPL 22" BAS 22" BAS 10" MPL 6" MPL 10" MPL 10" MPL 10" MPL 18" BAS 5" MPL 4" MPL 4" MPL 4" MPL 972.2 971.7 96 6 . 6 966.2 966.3 966.2 965.8 965.4969.4 970.0 970.3 966.0 972.1 973.2 972.5 971.8 972.0 973.5 974.0 967.5969.0969.6 968.1966.7 967.9 970.2 970.4970.0 969.9 969.4968.7 968.9 969.1 97 2 . 1 97 2 . 1 97 2 . 4 97 3 . 3 97 4 . 4 97 4 . 2 BE BE BE BE BE BE BE 967.4 SIGN 969.5 969.6 969.2 969.3 969.3 969.1 969.0 969.6969.1 969.0 968.9 968.9968.6 968.5 968.4 968.4 968.2967.9 968.1967.7 967.5 970.9 970.4 969.8 969.7 969.2 968.7 968.2 967.8 967.3 967.0 966.6 966.5 968.2968.4 966.9 966.7 96 6 . 3 966.5 966.9 967.1 967.4 968.1 967.4 967.4 967.6 972.5 972.0 970.7 972.6 972.6 972.2 971.8 971.7 971.2 970.7 970.2 969.6 969.0 968.4 967.7 967.1 97 0 . 0 969 . 5 969.5 969.5 969 . 6 967.4 967.2 968.1 968.3 968.6968.4 968.0 968.9 969.3 969.4 969 . 7 96 9 . 7 970.1969.9 970.0 969.8969.5 969.6 97 0 . 1 97 0 . 1 969.5 969.4968.9968.5967.9 967.8 970.0 COL 969.9 COL 969.8 969.7 969.5 970.1 969.9 970.3 970.1 967.3 FP GATE GATE GP GP 966.7 HCR 972.3HCR 966.0 HCR 9 6 5 . 7 H C R 971.2 HCR 972.7 HHF LP LP LP LP LPLPLP LP LP LP LP LP GATE 965.4965.7966.1966.4966.7967.0967.3967.6967.9968.3968.6969.0 970.1 969.0 968.4 968.2 967.5 967.2 966.5 970.5RD 970.7 STC 971.0 STC 971.2 STC 971.3 STC 971.4 STC 971.4 STC 967.0 TC 967.1 TC 967.1 TC 967.2 TC972.4 TC 972.2 TC 971.5 TC 971.4 TC 971.4 TC 972.7 TC 972.5 TC 972.1 TC 971.6 TC 971.2 TC 970.6 TC 969.9 TC 969.2 TC 968.6 TC 968.0 TC 967.4 TC 966.5 TC 966.3 TC 966. 2 TC 966.6 TC 966.5 TC 966.4 TC 966.3 TC 966.2 TC 965.8 TC 965.6 TC 965.9 TC 966.0 TC 966.3 TC 966.8 TC967.2 TC 967.6 TC 968.1 TC 968.6TC 969.0 TC 969.4 TC 969.8 TC 970.4 TC 970.6TC 971.6 TC 966.2 TC 966.6 TC 966.6 TC 966.7 TC 966.9 TC TCS TCS 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69.0 68.7 68.468.6 69.2 69.068.9 69.3 69.1 68.6 68.1 71.0 70.7 70.9 70.7 71.2 71.4 HP 71.2 HP 69.0 68.9 73.85 73.9 73.9 73.85 73.7 73.75 73.9 73.9 73.75 69.3 TC 69.6 69.2 TC 69.2 68.9 69.3 TC69.0 69.6 TC 69.3 69.8 TC 69.969.869.8 TC 69.969.9 TC 70.0 70.5 TC 70.2 70.0 66.30 68.0 69.2 70.3 70.4 69.2 66.6 TC 66.6 TC 66.3 ME 65.6 ME 65.8 ME 66.1 ME 65.8 ME 66.9 ME 66.0 ME 66.0 ME 67.0 ME68.4 ME 68.4 ME 67.8 ME 67.9 ME 68.3 ME 68.2 ME 65.0 ME 66.0 ME 67.0 ME68.0 ME69.0 ME70.0 ME 70.6 ME 71.0 ME 71.4 ME 70.0 69.7 70.070.3 70.2 9 6 6 9 6 7 X X X X X X X X X X X X X X X X X X PROPOSED BUILDING ADDITION LOWER LEVEL FFE = 970.00 = ARCH 100'-0" MAIN LEVEL FFE = 983.33 = 113'-4" 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T B B C17 C18 C10 C10 C14 C22 ST-1 ST-21 ST-2 ST-20 ST-3 ST-7 ST-6 ST-8 ST-9 ST-5 ST-4 ST-19 ST-18 ST-22 ST-10 ST-11 ST-12 SB-1 ST-16 ST-14ST-15 ST-17 ST-24 ST-23 B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 NO PARKING NO PARKING MATCH EXISTING ELEVATION AT DISTURBED AREAS OUTSIDE OF GRADING LIMITS (TYP.) MAX 2% SLOPE IN ALL DIRECTIONS IN ADA PARKING AREAS (TYP.). 1 C5.02 1 C5.02 1 C5.02 1 C5.02 1 C5.02 6 C5.01 7 C5.01 8 C5.01 5 C5.01 1 C5.04 2 C5.04 GRADE BREAK GRADE BREAK GRADE BREAK 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C3.01 GRADING AND DRAINAGE PLAN NORTH LEGEND 1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES. 2.THE CONTRACTOR WILL BE RESPONSIBLE FOR AND SHALL PAY FOR ALL CONSTRUCTION STAKING / LAYOUT. 3.OBTAIN AND PAY FOR ALL RELATED CONSTRUCTION PERMITS, INCLUDING THE NPDES PERMIT FROM THE MPCA. SUBMIT A COPY OF ALL PERMITS TO THE CITY. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL SIGNAGE (CONSTRUCTION ZONES) NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. ALL SIGNAGE LAYOUTS MUST BE DESIGNED BY THE CONTRACTOR AND APPROVED BY LOCAL AUTHORITIES. 5.INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT THE PUBLIC. 6.INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK AND NATURE OF MATERIALS TO BE HANDLED. 7.REFER TO SPECIFICATIONS FOR DEWATERING REQUIREMENTS. 8.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 9.REFER TO ARCHITECTURAL PLANS FOR BUILDING AND STOOP DIMENSIONS AND LAYOUT. 10.REFER TO THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE, SHEET C2.05, FOR EROSION CONTROL REQUIREMENTS. SECTION 31 00 00 SHALL BE RESPONSIBLE FOR FULL IMPLEMENTATION OF THE SWPPP. 11.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS. 12.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS. 13.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS. 14.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES (INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN. 15.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS OTHERWISE NOTED. 16.PROPOSED ELEVATIONS SHOWN TYPICALLY AS 80.5 OR 80 SHALL BE UNDERSTOOD TO MEAN 980.5 OR 980. 17.SPOT ELEVATIONS SHOWN IN PARKING LOTS, DRIVES AND ROADS INDICATE GUTTER GRADES, UNLESS NOTED OTHERWISE. SPOT ELEVATIONS WITH LABELS OUTSIDE THE BUILDING PERIMETER INDICATE PROPOSED GRADES OUTSIDE THE BUILDING. SPOT ELEVATIONS WITH LABELS INSIDE THE BUILDING PERIMETER INDICATE PROPOSED FINISH FLOOR ELEVATIONS. 18.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF CUT, FILL AND WASTE MATERIALS TO BE HANDLED, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. IMPORT SUITABLE MATERIAL AND EXPORT UNSUITABLE / EXCESS / WASTE MATERIAL, AS REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. 19.IT IS INTENDED THAT EARTHWORK (CUT VS. FILL) BALANCE ON SITE. SUBMIT THE QUANTITY OF MATERIAL AND AMOUNT OF ANTICIPATED GRADE ADJUSTMENT FOR REVIEW BY THE ENGINEER A MINIMUM OF FOUR WEEKDAYS PRIOR TO MAKING ADJUSTMENTS. ALL GRADE ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK ASSOCIATED WITH GRADING ADJUSTMENTS, INCLUDING, BUT NOT LIMITED TO, EARTHWORK OPERATIONS, STORM SEWER PIPING AND STRUCTURE ADJUSTMENTS, CONSTRUCTION SURVEYING FOR ADJUSTING FEATURE LOCATIONS ACCORDINGLY, SILT FENCE, ETC. 20.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), UNLESS OTHERWISE NOTED. 21.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. REFER TO LANDSCAPING PLANS FOR SOD AND SEED LOCATIONS. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 22.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 23.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SEED OR RE-SOD ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 24.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 25.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 26.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 27.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 28.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 29.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. b.ACCEPTABLE MANUFACTURERS / PRODUCTS: i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” iii. OR APPROVED EQUAL. 31.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 32.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 33.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES. BEFORE BEGINNING CONSTRUCTION. 34.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 35.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 36.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND GUTTER. GENERAL NOTES ST-1 C1 955 54.6 955 961.5 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL HP = HIGH POINT PROPOSED GRADING LIMITS PROPOSED SAND SUBBASE AT FROST FOOTED STOOPS UNHEATED STRUCTURE SUBBASE APPROXIMATE SOIL BORING / PAVEMENT CORE LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE 1 C5.01 1 C5.02 1.) TOP OF TOP NUT OF FIRE HYDRANT 106 +/- SOUTHWEST OF THE SOUTHWEST CORNER OF HIGH SCHOOL. Elevation = 967.14 FEET 2.)TOP OF TOP NUT OF FIRE HYDRANT 50 FEET +/- SOUTHEAST OF THE SOUTHEAST CORNER OF HIGH SCHOOL Elevation = 968.97 FEET 3). TOP OF TOP NUT OF FIRE HYDRANT SOUTHEAST SIDE OF BITUMINOUS ROAD DOWN INTO LOADING DOCK AREA ON THE EAST SIDE OF HIGH SCHOOL Elevation = 972.30 FEET 4). TOP OF TOP NUT OF FIRE HYDRANT 47 FEET +/- WEST OF THE NORTHWEST CORNER OF HIGH SCHOOL. Elevation = 972.09 FEET BENCHMARKS (FIELD VERIFY BEFORE USING) REFER TO SPEC 31 00 00 EARTHWORK AND UNIT PRICES. REFER TO SPECIFICATION 31 00 00 FOR PROCEDURE ON HOW TO CALCULATE ACTUAL SOIL CORRECTION QUANTITIES. INCLUDE THE FOLLOWING QUANTITY FOR THE BUILDING PAD SOIL CORRECTION IN THE LUMP SUM BASE BID: XXX CUBIC YARDS BUILDING PAD SOIL CORRECTION QUANTITY 5 C5.01 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL TOP= INV= SAN TOP= INV= CB 955.0 951.0 TOP= INV= CB 954.9 951.6 TOP= INV= SAN 960.2 950.7 TOP= INV= SMH 961.3 953.2 N,E TOP= INV= CB 961.5 957.2 TOP= INV= CB 959.9 953.7 S INV=954.3 NW INV=955.6 W TOP= INV= CB 961.1 955.1 N,S TOP= INV= CB 962.3 956.4 N,S INV=957.7 E TOP= INV= CB 961.5 957.8 TOP= INV= CB 964.1 958.3 N,S INV=959.5 W INV=959.8 E TOP= INV= CB 963.9 960.8 INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 968.1 963.9 969.9 965.6 SUMP=963.6 961.0 N,S TOP= INV= 966.0 961.8 963.0 958.8 BRICK WALLS OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 11.4 0.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 OVERHANG DETAIL (NO SCALE) 28 29 30 1 TOP= INV= SAN 962.8 949.4 TOP= INV= CB 966.3 962.0 B I T U M I N O U S FO L FOL FOL FOLFOL FO L FO L FO L FOL FO L FO L FOL FO L FO L UGE UGE UGE UGE UG E UG E UG E UGE UGE UG E UGE UGE UGE UG E UG E UGE UGE UGE U G E UGEUGEUGE UG E U G E UGE UGE UGE UGE UG E UGE UG E UGE UGE UGE UGE UGE UGE UG E UGEUGE GA S GA S GA S GA S CONCRETE 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) 8" P V C S A N S ( P ) 8"PVC S A N S ( P ) CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL TOP= INV= SMH 968.4 961.3 N,SE 38 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 BUILDING GA S ( P ) GR A S S GR A S S GR A S S GR A S S TOP= INV= SMH 962.1 956.9 N INV=951.7 E,W TOP= INV= SMH(P) 962.9(P) 957.50 S(P) INV=957.58 W(P) INV=959.00 N(P) SYNTHETIC TURF TO P = IN V = CB 95 5 . 8 95 1 . 4 N E , S W TOP= INV= SAN 968.7 959.8 TOP= INV= CB 964.8 962.6 TOP= INV= CB 964.4 960.2 E INV=960.1 S INV=956.9 SUMP B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S UG E UG E UG E U G E UGE U G E UGE UG E U G E UG E UG E UG E UG E UG E UG E UG E UG E U G E UGE UGE UGE UGE UGC UGC UGCUGC UG C UG C UG C UG C UG C UGC UG E UGE 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE EDGE O F BITUMI N O U S CONCRETE C O N C R E T E 10"DIP W (P) 8" D I P W ( P ) 6"DIP W(P) 8" D I P W ( P ) 24"DIP W (P) 10 " D I P W ( P ) 24"DIPW (P)24"DIPW (P) 4"IRRIGATION (P) 4"IRRIGATION (P) 4" I R R I G A T I O N ( P ) 964 964 963 960 960 959 958 957 96 3 96 6 96 7 96 8 969 97 0 971 972 970 969 96 8 96 7 96 6 96 8 96 7 96 6 96 5 967 966 965 964 963 96 2 9 6 1 9 6 2 96396 4 965 965 96 5 963 962 96 2 962 961 960 959 958 957 959 958 960 96 1 96 2 96 3 963 963 965 965 968 10 C O N C R E T E 4"IRRIGATION (P) 4" I R R I G A T I O N ( P ) 12"RCP ST S 24 " R C P ST S 12"RCP ST S 2 7 " R C P S T S 12"RCPST S 27 " R C P ST S 12 " R C P S T S 36"RCP ST S 36 " R C P ST S 12"RCPST S 3 0 " R C P S T S ( P ) 30 " R C P S T S ( P ) 12"RCPST S 15"PV C S T S 15 " R C P S T S 14"PVCST S 15" PE R F O R A T E D P V C ST S (P) 15" PE R F O R A T E D P V C 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S ( P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S 12 " P V C S T S ( P ) 12" PVC ST S (P) 12" PVC ST S 14 " P V C ST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH 966.3 966.2 965.8 965.4 965.0 964.5 964.2 963.8 963.6 964.0964.4964.7965.2965.6966.1966.4966.8967.4967.8 970.8 970.2 969.6 969.1 968.7 968.2 967.7 967.2 966.7 966.3 965.8 965.3 965.1 964.7 965.2 969.4 970.0 970.3 966.0 972.1 973.2 972.5 971.8 972.0 973.5 974.0 967.5969.0969.6 969.5 970.3 970.5 971.3 971.0 970.2 969.5 972.2 972.3 968.6 965.8 964.8 965.2 965.2 965.0 964.6 964.2 963.6 963.2 962.7 962.2 961.7 961.2 960.7 960.6 961.1 961.4 961.7 96 2 . 0 962.3 962.6 962.9 963.3 962.0 969.3 968.9 968.7 968.3 967.8 967.6 967.2 966.9 966.4 966.2 965.7 966.1 967.9 969.1 969.6 970.2 971.0 971.4 971.6 971.4 969.4 969.5 969.4 968.7 967.9 967.4 966.9 966.0 968.1 967.6 967.7 966.7 967.9 970.2 970.4970.0 969.9 969.5 968.4 967.9 969.6 969.4969.5 969.0 968.9 968.3 968.9 AIS 96 5 . 6 96 5 . 5 96 6 . 1 96 6 . 2 96 6 . 7 96 6 . 6 96 6 . 9 96 7 . 1 96 7 . 6 96 7 . 6 96 8 . 1 96 8 . 2 96 8 . 7 96 8 . 7 96 9 . 4 97 0 . 1 96 9 . 9 97 2 . 1 97 2 . 1 97 2 . 4 96 9 . 2 969.1 967.9 967.7 965.7965.2 965.6 967.0 967.2 967.6 967.5 967.8 967.5 967.7 967.6 967.5 967.5 969.9 BE BE BE BE BE BE BE BE BE 96 4 . 1 BT L 967.4 SIGN 969.5 969.6 969.2 969.3 969.3 969.1 969.0 969.6969.1 969.0 968.9 968.9968.6 968.5 968.4 968.4 968.2967.9 968.1967.7 967.5 970.9 970.4 969.8 969.7 969.2 968.7 968.2 967.8 967.3 967.0 966.6 966.5 968.2968.4 964.9 965.2965.9 966.4966.7 966.8 966.3 967.2 967.6968.0 968.1 967.7 968.6969.2 969.5969.5 969.4969.6 963.7 965.5 96 1 . 3 96 1 . 5 96 1 . 8 96 2 . 1 96 2 . 3 962.8 96 3 . 1 963.5 963.8 963.9 964 . 2 96 4 . 5 964.7 965.0 965.5 965.896 5 . 7 966.0 966.3 966.9 966.7 96 6 . 3 96 6 . 0 966.5 966.9 967.1 967.4 968.1 967.4 967.4 967.6 972.0 970.7 969.8 964.2 972.6 972.6 972.2 971.8 971.7 971.2 970.7 970.2 969.6 969.0 968.4 967.7 967.1 97 0 . 0 965.0 965.3965.6 966.0 966.0 966.4966.9967.4967.9968.2 968.7 969.2969.6 969.5 96 9 . 6 96 9 . 4 969.3 96 9 . 4 969 . 5 969.5 969.5 969 . 6 967.4 967.2 968.1 968.3 968.6968.4 968.0 968.9 969.3 969.4 969 . 7 96 9 . 7 970.1969.9 970.0 969.8969.5 969.6 97 0 . 1 97 0 . 1 969.5 969.4968.9968.5 970.1970.0 9 6 8 . 1 9 6 8 . 3 969.0 969.2 969.3 96 9 . 7 970.1 970.1 967.9 967.8 970.0 COL 969.9 COL 969.3 96 9 . 4 969.8 969.7 969.5 970.1 969.9 970.3 969.4 97 0 . 0 969.7 969.4 969.3 969.4 967.3 FP 970.2 G 96 4 . 0 G GATE GATE GATE GP GP GP 963.7 963.4 963.2 963.1 961.6 963.6 HCR 963.4HCR 961.4 HCR 961.5 HCR 966.7 HCR 972.3 HCR 966.0 HCR 964.1 HCR 970.1HCR 964 . 2HCR 9 6 5 . 7 H C R 971.2 HCR 964.7 HCR 960.2 HCR 961.0 HCR 963.0 HCR 964.3 HCR HCS HCS HCS HCS HCS HCS HCS HCS HCS HCS 972.7 HHF LP LP LP LP LP LP LP LP LP LP LP LP LP LP LP LPLPLP LP LP LP LP LP LP LP LP LP LP LP LP LP 964.8 964.3 964.2 962.4 961.7 961.9 966.6 964.2 963.6 963.6 965.4 967.5 967.5 963.0 962.2 962.1 961.9 961.7 966.1 966.1 964.8 967.0 967.1 PKS PKS PKS PKS PKS PKS PKS GATE GATE 969.9 969.5 969.1 968.7 968.5 968.2 967.8 967.6 967.3 966.9 966.6 966.3 966.0 965.1966.1 966.7967.0967.5967.9968.1968.9 965.4965.7966.1966.4966.7967.0967.3967.6967.9968.3968.6969.0 970.1 969.0 968.4 968.2 967.5 967.2 966.5 968.0 967.9 967.6 967.3 967.0 966.8 966.5 966.2 965.9 965.7 964.6 964.4 964.0 963.6 963.3 963.2 962.9 962.6 962.5 962.2 963.4 963.6 963.9 964.4 964.6 964.9 965.2 965.5 965.4 966.4 966.3 966.2 965.8 965.6 965.3 965.1 964.8 964.3 964.2 964.0 965.1 965.5 965.8 966.1 966.3 966.6 967.0 967.2 967.4 962.8 962.6 962.3 964.5 964.1 963.9 963.5 963.2 962.9 962.7 962.5 962.2 962.0963.0 963.1 963.4 963.7 964.0 964.3 964.6 965.0 965.1 966.0 965.7 965.4 965.1 964.9 964.7 964.3 963.9 963.7 965.0 965.3 965.6 965.9 966.2 966.5 966.8 966.9 RD 970.5RD 970.9 STC 970.8STC 970.6STC 970.0 STC 969.3 STC 970.7 STC 971.0 STC 971.2 STC 971.3 STC 971.4 STC 971.4 STC 968.9 STC 968.7 STC 968.4 STC 968.0 STC 967.8 STC 967.5 STC 967.2 STC 967.0 STC 966.7 STC 966.4 STC 96 3 . 8 TA D 966.3 TC 966.2 TC 966.1 TC 965.6 TC 965.5 TC 965.7 TC 963.8 TC 964.1 TC 964.2 TC 964.4 TC 964.3TC 964.0 TC 964.0 TC 963.9 TC 963.8 TC 96 3 . 4 TC 963.1TC 96 2 . 8 TC 96 2 . 6 TC 962.3TC 961.9 TC 96 1 . 7 TC 961.7 TC 961.9TC 961.9 TC 961.8 TC 961.7 TC 961.5TC 961.5TC 961.8 TC 962.0 TC 962.3 TC 962.6 TC 962.9 TC 963.3 TC 963.6 TC 963.3 TC 963.2 TC 963.2 TC 963.6 TC 963.6 TC 963.7 TC 967.0 TC 967.1 TC 967.1 TC 967.2 TC972.4 TC 972.2 TC 971.5 TC 971.4 TC 971.4 TC 970.0 TC 969.8 TC 969.3 TC 968.7TC 968.2 TC 967.6 TC 96 7 . 1 TC 966.6 TC 966.1TC 965.5 TC 96 5 . 0 TC 96 4 . 9 TC 96 4 . 8 TC 972.7 TC 972.5 TC 972.1 TC 971.6 TC 971.2 TC 970.6 TC 969.9 TC 969.2 TC 968.6 TC 968.0 TC 967.4 TC 966.5 TC 966.3 TC 966. 2 TC 966.6 TC 966.5 TC 966.4 TC 966.3 TC 966.2 TC 965.8 TC 965.3 TC 965.0 TC 964.6 TC 964.8 TC 964.4TC 964.4 TC 964.5 TC 964.6 TC 964.7TC 965.2 TC965.6 TC 966.0 TC966.5TC966.9 TC 967.3 TC 967.8TC968.2 TC 968.7 TC 969.0 TC 97 0 . 7 TC 971.0 TC 969.3 TC 968.8 TC 968.2 TC 967.7 TC 967.4 TC 966.8 TC 966.5 TC 966.1 TC 965.7 TC 965.3 TC 965.0 TC 964 . 6 TC 964.6 TC 96 5 . 0 TC 96 5 . 3 TC 965.6 TC 965.9 TC 966.0 TC 966.3 TC 966.8 TC967.2 TC 967.6 TC 968.1 TC 968.6TC 969.0 TC 969.4 TC 969.8 TC 970.4 TC 970.6TC 971.6 TC 966.3 TC 965.9 TC 965.6 TC 965.4 TC 965.0 TC 965.2 TC965.6 TC965.8 TC965.8 TC 965.4 TC965.2 TC 965.6 TC 960.8 TC 960.5 TC 960.8 TC 961.2 TC 96 1 . 4 TC 96 1 . 4 TC 961.8 TC 962.0 TC 962.3 TC 962.8 TC 963.1 TC 963.4 TC 963.5 TC 963.6 TC 963.8 TC 963.9 TC 964.1 TC 964.4 TC 964.5 TC 964.7 TC 964.9 TC 965.0 TC 965.4 TC 965.8 TC 966.2 TC 966.6 TC 966.6 TC 966.7 TC 966.9 TC TCS TCS TCS TCS TCS TCS WV 965.24 HHE WV 96 6 . 1 966.3 963.4963.5963.5963.5963.5963.5963.5 963.6 964.0 964.1 964.3 964.5 964.6 964.8 96 3 . 5 96 3 . 1 96 3 . 0 96 2 . 8 96 2 . 5 962.3 962.5 967.4 967.2 965.8 96 3 . 9 96 4 . 0 96 4 . 2 96 4 . 4 964.6 964.4 964.6 964.8 964.9 964.7 964.8 966.2 966.0 966.2 966.2965.5965.3964.9 964.8964.7964.7 964.6 964.6 964.6 964.5964.5964.5 964.3 964.3 964.2 964.2964.1964.1 964.0 964.0 964.0 963.8963.8963.8963.8963.8963.8963.8 963.6 963.7 963.7 963.7 963.6 963.7 963.6 963.5 963.5963.5963.5963.5963.5963.5963.5 964.0 964.1 964.3 964.5 964.6 964.8 964.7 964.8 964.6 964.6 964.5964.6 964.4 964.4 964.4 964.4 962.1 962.3 961.7 962.0962.7 962.5 962.2 962.5 963.1 963.2 962.6 963.2963.3 963.7 963.4 963.7 964.6 965.8 964.0 964.1 964.3 964.3 964.1 964.0 963.7 AIS 966.7966.8 966.9 966.5 96 5 . 1 96 4 . 6 96 4 . 4 96 4 . 4 96 4 . 2 96 4 . 0 96 3 . 9 96 3 . 7 963.5 967. 3 967.6 967.7 96 8 . 0 96 9 . 2 96 9 . 3 96 8 . 1 967.7 967.3 967.1 96 4 . 9 9 6 4 . 7 964. 5 964.6 9 6 4 . 8 96 4 . 0 96 3 . 9 96 3 . 7 963.6 96 3 . 5 96 3 . 7 96 3 . 9 96 4 . 0 96 4 . 1 96 4 . 3 96 4 . 6 96 4 . 9 965.0964.9965.1965.2965.1964.9965.1965.1965.0965.0 96 4 . 8 964.7 964.6 96 4 . 3 96 4 . 3 96 4 . 2 964.5 964.5 964.9 965.0 965.0 965.0 964.9 964.9 966.6 967.4 96 4 . 7 96 4 . 5 96 4 . 3 96 4 . 1 96 4 . 0 96 3 . 8 96 3 . 6 9 6 3 . 8 96 3 . 7 96 4 . 0 96 4 . 1 96 4 . 4 964 . 6 96 4 . 4 96 4 . 6 96 4 . 7 96 4 . 9 96 4 . 7 964.9 961.4 CAMERA 967.4 968.0CWT 968.0 CWT 96 6 . 7 CW T 96 5 . 4 CW T 96 6 . 0 CW T 967.3 CWT 968.0 CWT EB 96 4 . 1 GA T E 96 4 . 9 GA T E GA T E GATE 964 . 5 GAT E 96 3 . 9 GA T E 964.8 GLP GP HH HHC HHC HHE HHE HHE HYD 966.0 966 . 7 967.3 LP LP LP 965.0 4" PEP 965.0 4" PEP 965.0 4" PEP 968.2 SCOREBOARD 967.3 STCO 963.4 963.6 964.0 964.5 964.4 964.5 962.6 962.6 961.8 964.1 964.0 963.6 963.6964.2964.7 965.0 964.6 964.4 964.0 963.3 963.3 963.8 964.3 964.8 964.9 965.1 962.0 962.3962.6 962.6 963.1 963.8 964.0 964.5 965.3 965.3 964.9 964.6 964.1 963.5 963.0 962.6 963.0 963.5 964.2 964.4 964.8 965.2 965.3 959.7 956.9 957.6 959.4 958.2 960.7 961.0 960.7 960.0 959.3 958.3 960.0 960.5 961.3 961.8 962.3 961.2 961.1 9 6 3 . 0 962.7 962.7 955 . 8 962.1 961.0 959.1 961.4 962.3 960.9 960.3 961.7 962.5 AIS 96 1 . 5 96 1 . 7 96 1 . 8 96 2 . 3 96 2 . 2 96 2 . 4 96 3 . 1 96 2 . 9 96 3 . 5 96 3 . 7 96 4 . 4 96 4 . 2 962.7 962.7 962.8 961.4 961.6 960.7 960.9 961.0 961.1 961.3 961.3 961.4 961.0 9 6 0 . 5 960. 3 960.7 960.8 961.0 957.5 95 6 . 0 BT L 96 4 . 3 964.6 965.5 965.6965.7 965.4 964.9 964.4 963.9 963.5 963.0 962.5 962.0 961.8 961.3 961.1 961.1 963.6 960.4960.5 9 6 1 . 8 961 . 5 961.8 962.2 962.2 962.8962.3 961.5 963.8 963.4 962.9 962.5 960.7960.6960.3 959.8 9 6 0 . 6 9 6 1 . 2 962.4 965.0 964.6 964.2 963.7 963.3 962.9 962.7 962.2 962.8 COL 962.5 COL 962.8 CONDUIT 962.7 9 6 2 . 8 962.5 962.8 962.0 961.8 961.0 960.1 959.4 958.8 958.0 958.5 959.5 960.6 96 0 . 8 961.5 961.9 961.7 961.6 961.4 963.6G 962.8 GATE 960.0 GATE GATE GATE GATE GP GP 964.1 HCR 961.8 HCR 961.3 HCR HH 95 5 . 5 956.1 958.7 961.0 961.5 961.5 961.5 961.3 963.9 TC 96 3 . 5 TC 963.0 TC 962.5 TC 96 1 . 9 TC 96 1 . 5 TC 96 1 . 3 TC 96 0 . 9 TC 964.6 TC 965.3 TC 965.3 TC 965.1 TC 964.6 TC 964.2 TC 963.7 TC 963.4 TC 963.0 TC 962.4 TC 962.1 TC 961.7 TC 961.6 TC 961.2 TC 956.3 TCS WAF WV 963.0 963.0 963.0 963.0 963.0 963.0 963.0 96 3 . 3 963.1963.1963.1963.1963.2963.1963.1 963.3 963.3 963.3 963.3 963.3 963.3 963.3 96 3 . 3 962.4 962.1 96 1 . 0 961.7 962.3 962.4 962.5 961.9 961.8 961.9 962.2 955 . 7 955.7 955.7 955.7 955.7 955.7 956.8 958.3 959.0 959.6 959.8 960.7 961.3 962.1 962.3 961.5 960.2 960.3 960.4 960.7 96 0 . 5 960.3 960.5 961.5 961.7 960.9 961.3 960.0 960.6 955.2 955.1 955.3 954.8 955.0 961.4 960.4 959.5 959.8 960.1 960.5 960.4 960.3 958.1 956.9 95 5 . 2 958.4 960.7 963.3 96 3 . 2 96 3 . 0 9 6 2 . 3 9 6 2 . 0 9 6 2 . 7 960.4 960.0 959.2 958.4 958.2 959.2 959.0 958.0 957.6 957.0 962. 4 962.7 96 1 . 9 961.4 961.1961.2 961.4 961.1 961.0 960.9 960.7 960.6 960.6 960.6 96 0 . 6 9 5 5 . 9 95 5 . 9 955. 9 955.9955.9 955.9 955.9 955. 9 956.8 962.2 962.4 962.6 961.6 960.9 961.7 96 1 . 2 9 6 0 . 6 9 5 9 . 9 9 6 0 . 1 96 0 . 0 960.2 96 3 . 5 96 3 . 7 963.3 963.1 963.2 963.1 963.2 963.1 963.0 963.1 963.1 96 3 . 2 961.0 960.7 9 6 0 . 4 9 6 0 . 1 96 0 . 1 9 5 5 . 6 955.6955.5955.5 9 5 5 . 5 960.5960.5960.6960.8960.9961.0 96 3 . 5 96 3 . 3 96 3 . 1 963.0963.0963.0963.1963.1963.0 963. 2 963 . 3 963.3963.4 96 3 . 6 96 3 . 8 96 3 . 6 963.4 96 3 . 4 96 3 . 3 9 6 3 . 3 963.3 963.1 962.9 95 5 . 9 955. 8 955.9 955.9 955.9 955.9 955. 9 954.8 954.9 955.0 955.0 959.3 960.3960.4 960.8 960.0 CAM 963.1963.2 963.0 959.8 959.8960.0 960.0 962.1 960.3 95 6 . 3 957 . 1 958.4 959.0 959.4 959.2 958.8 958.2 957.9 957.6 957.1 956.8 95 7 . 2 CW T 957.9 CWT 958 . 5 CW T 9 5 9 . 2 C W T 959.2 CWT 959.8CWT 958.6 CWT 958.6 CWT 95 7 . 9 C W T 9 5 7 . 9 C W T 9 5 7 . 2 C W T 960.9DG 960.9 DG EO 959.0 FP GATE 963.0 GATE 96 3 . 5 GATE GATE 960.0 GATE 963.1 GLP 960.0 TN 960.4 TN HH HH HHE HHE HHE 963.1 96 1 . 7 9 6 0 . 6 960.5 963.0 958.5 95 8 . 6 LP 955.6 4" PEP 95 5 . 6 4" P E P 955.5 4" PEP 955.7 4" PEP955.7 4" PEP 955.5 4" PEP 9 5 5 . 5 4 " P E P 955.6 4" PEP 960.3 4" PVC 960.3 4" PVC 956.4 956.3 955.9 955.8 955.9 955.9 955.9 955.9 95 6 . 0 955.7 SCOREB O A R D 9 6 3 . 1 S T C O 963.2 STCO 960.4 ML ML ML ML 969.63" AR B 969 . 5 3" A R B 969.73" A R B 96 9 . 8 3" A R B 969.4 3" A R B 969.6 3" ARB 973.5 2-4" CRAB 972.1 8" CRAB 969.1 4" CRAB 968.8 2" CRAB 968.7 2" CRAB 966.5 2" CRAB 967.0 2" CRAB 967.6 2" CRAB 968.1 2" CRAB 968.5 2" CRAB 969.3 4" CRAB 969.7 4" CRAB 970.8 6" HACK971.4 6" HACK 965.6 8" MPL968.3 3" MPL 967.7 3" MPL 966.8 2" MPL 966.1 2" MPL 966.6 5" MPL 968.2 5" TR 967.6 9" MPL 968.3 9" TR 968.7 9" TR 969.2 9" TR 970.0 9" TR 969.0 9" TR 968.5 MPL 964.1 2" MPL 962.8 4" MPL 961.5 3" MPL 959.5 4" MPL 961.2 4" MPL 960.2 33" TR 961.9 28" TR 969.0 6" ARB 971.0 9" LOC 971.1 11" LOC 970.9 9" LOC 970.5 9" LOC 970.0 9" LOC 970.3 9" LOC 970.43-8" MPL970.2 2-9" MPL969.9 3-6" MPL 969.7 3-6" MPL 969.2 14" MPL 968.4 13" TR 968.2 13" TR S S S S 67.1 ME67.6 ME 67.2 ME67.6 ME 66.6 ME 67.0 ME 66.0 ME 66.3 ME 65.7 ME66.1 ME 65.0 ME65.3 ME 64.7 ME 65.0 ME 64.0 ME 64.4 ME 63.6 ME 64.0 ME 63.0 ME 63.4 ME 62.7 ME 63.0 ME 62.0 ME 62.4 ME 62.5 ME62.8 ME 61.8 ME62.2 ME 62.2 ME 62.0 ME 61.3 ME 61.0 ME 60.0 ME59.9 ME 60.7 ME 62.8 ME 65.3 ME 65.3 ME 64.7 ME65.1 ME 65.3 ME 64.9 ME 65.7 ME 65.6 ME 65.1 ME 65.2 65.3 65.7 65.1 65.0 ME 64.9 ME 65.4 ME 66.0 ME 66.0 ME 66.6 TC 66.6 TC 65.6 ME 65.8 ME 66.0 ME 66.0 ME 66.0 ME 65.8 ME 65.0 ME 65.0 ME 65.3 ME 64.5 ME 64.8 ME64.4 64.6 64.7 ME 64.8 ME 64.5 ME 64.3 ME 62.9 ME 64.0 ME 63.7 ME 64.0 TC 64.0 ME 64.5 TC 64.6 HP 64.5 HP 64.6 TC 64.3 64.6 ME 64.5 64.7 65.0 ME 67.0 ME 67.1 ME 67.0 ME67.3 ME 67.2 ME67.4 ME 67.3 ME 67.5 ME 67.0 ME 66.0 ME68.0 ME 68.0 ME 68.5 ME 67.0 ME 66.0 ME 65.0 ME64.1 ME 65.0 ME 64.0 ME 63.0 ME 61.0 ME 61.0 ME 61.0 ME 61.0 ME 62.0 ME 62.0 ME 62.0 ME 61.4 ME 61.3 ME 61.2 ME 63.8 ME 63.9 ME 63.6 ME 63.0 ME 65.4 ME 65.0 ME 65.5 ME 65.7 ME 66.4 ME66.8 ME 66.1 ME 65.7 ME 68.4 ME 68.4 ME 67.8 ME 67.9 ME 68.3 ME 68.2 ME 70.0 ME 69.0 ME 68.0 ME 67.0 ME 66.0 ME 65.0 ME 65.0 ME 66.0 ME 67.0 ME68.0 ME69.0 ME70.0 ME 70.6 ME 71.0 ME 71.4 ME 70.2 ME 70.5 ME 70.0 ME 69.0 ME 68.0 ME 67.0 ME 66.0 ME 65.0 ME 67.0 ME 66.0 ME 65.0 ME 64.0 ME 62.0 ME 63.0 ME 965 964 9 6 6 9 6 7 WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G MATCH EXISTING ELEVATION AT DISTURBED AREAS OUTSIDE OF GRADING LIMITS (TYP.) MATCH EXISTING ELEVATION AT DISTURBED AREAS OUTSIDE OF GRADING LIMITS (TYP.) MATCH EXISTING ELEVATION AT DISTURBED AREAS OUTSIDE OF GRADING LIMITS (TYP.) MATCH EXISTING ELEVATION AT DISTURBED AREAS OUTSIDE OF GRADING LIMITS (TYP.) MAX 2% SLOPE IN ALL DIRECTIONS IN ADA PARKING AREAS (TYP.). MAX 2% SLOPE IN ALL DIRECTIONS IN ADA PARKING AREAS (TYP.). 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C3.02 GRADING AND DRAINAGE PLAN CENTRAL LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. NOTES 955 54.6 955 961.5 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS APPROXIMATE PAVEMENT CORE LOCATION PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPERTY LINE 1 C5.01 C1 BI T U M I N O U S C O N C R E T E CONCRETE CO N C R E T E CON C BRICK WALLS BRICK WALLS LA OV E R H A N G 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6 . 6 2. 0 2. 0 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG DETAIL (NO SCALE) 18 17 16 19 1 2 LA LA LA CONCRETE UGE UGE UGE UG E UGE 6200 140TH ST WMULTI-STORY BRICKSCHOOL TOP= INV= SMH 965.6 957.4 S INV=957.7 N INV=957.9 W TOP= INV= CB 968.7 959.8 S INV=960.1 N INV=960.4 W INV=960.6 E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINO U S SO U T H 4 2 5 . 7 2 EV E R G R E E N T R E E S EV E R G R E E N T R E E S 6 7 8 9 10 11 12 13 14 15 TOP= INV= CB 977.3 973.2 TOP= INV= 977.3 973.1 W INV=973.0 N TOP= INV= CB 977.9 974.0 TOP= INV= CB 979.5 975.7 TOP= INV= CB 975.0 971.0 TOP= INV= CB 975.2 971.2 TOP= INV= CB 974.1 970.2 N,W INV=970.1 SE TOP= INV= CB 972.4 966.8 NW INV=966.6 SE TOP= INV= CB 972.0 965.8 NW INV=965.6 SE U G E GAS 976.5 971.9 NW INV=971.8 SW TOP= INV= CB 965.9 961.8 W INV=961.6 ETOP= INV= CB 965.1 962.6 SW,W INV=962.1 E GASGASGAS 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 0 OVERHANG UG C UGCUGCUGC UGE UGE U G E UGE UGE UGE UGE UGE UGE U G E UGE UGE UGE UGE UGE UG E UGE UG E UG E UG E UGEUGEUGEUGEUGEUGEUGEUGE UG E UG E UG E UGEUGE U G E U G E UGE U G E U G E UGE UG E UG E UG E UG E UG E UG E UG E UG E UG E GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S UGE UGE UGE UGE UGE UGE LALA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAI N L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETE UGE UGE GENERATOR CONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 18.05.018.05.018.05.018.04.535.3 3.8 6.8 10"DIPW (P) HYD 10 " D I P W ( P ) 8" D I P W ( P ) W 24" DIP W(P)24" DIP W(P)24" DIP W(P) 980 9 7 7 9 7 8 9 7 9 98 0 9 8 1 979 98 0 977 978 97 6 975 97697 797 897 9 98 0 980979 979 98 0 98 1 981 98 0 97 9 974 976 97 8 977 975 973 973 972 9 7 1 9 7 0 96 9 9 7 0 9 7 1 980 979 978 977 976 97 5 97 4 97 3 972 981 982 980 980 97 9 978 977 976 975 974 966 967 968 966 966 96 5 96 4 96 9 9 6 9 9 6 8 9 6 9 96 8 966 9 6 7 9 6 8 96 9 975 974 97 3 972 971 970 969 982 981 980 979 978 977 976 975 974 973 972 970 971 977 976 975 978 98 3 98 2 983 982 98170.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S 981 982 983 984 983 982 981 980 979 981 98 2 981 15"HDPEST S 2 4 " H D P E S T S 15"HD P E ST S 15" PEP ST S 12 " P E P S T S 12"PEP ST S 1 2 " P E P S T S 15 " P E P S T S 15"PEP ST S 15"PEPST S 6"PVCST S 6"DIPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML 10" MPL 6" MPL 10" MPL 10" MPL 10" MPL 15"HDPEST S 15 " H D P E ST S TOP= INV= CB 965.2 962.8 SW,NE,E 970.2 970.4970.0 969.9 969.4 968.5 969.5 969.4 969.2 969.3 969.9 968.4 968.5 AIS 968.0 968.7 969.3969.4 969.6 968.9 968.3 967.6 968.1 968.7 969.2 968.5 BE BE BE BE BE BE BE BE BE BE BE 970.0 969.5 969.6 969.2 969.3 969.3 969.1 969.0 969.6969.1 969.0 968.9 968.9968.6 968.5 968.4 969.0 969.2 969 . 5 969.5 969 . 6 968.1 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TC 976.7 TC 975.8 TC 97 9 . 0 TC 979.0 TC 979.8 TC980.7 TC 981.5 TC 981.8 TC 98 1 . 7 TC 981.7TC 981.3TC 980.6 TC 980.1 TC 979.4 TC 979.2 TC 981.5 TC 98 1 . 7 TC 981.2 TC 980.7 TC 980.2 TC 979.5 TC 979.4 TC 979.3 TC 979.3 TC 979. 4 TC 979.4 TC 979.5 TC 979.9 TC 980.5 TC 981.0 TC 981.5 TC 981.5 TC 98 1 . 5 TC 981.7 TC 98 0 . 1 TC 966.8 TC 96 6 . 5 TC 96 6 . 5 TC 968.3 TC 969.6 TC 969.1 TC 968.8 TC 967.9 TC 967.7 TC 967.9 TC 968.4 TC 967.2 TC966.6 TC 965.7 TC 965.7 TC TCS TCS TCS TCS TCS TCS TCS TCS TCS TRANS TRANS 965 . 6 965 . 6 965.9 ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 969.63" AR B 969 . 5 3" A R B 969.6 3" ARB 969.1 4" CRAB967.6 2" CRAB 968.1 2" CRAB 968.5 2" CRAB 969.3 4" CRAB 969.7 4" CRAB 968.3 5" CRAB 969.9 4" CRAB 969.6 4" CRAB 969.4 4" CRAB 969.54-4" CRAB 970.2 6" LOC 969.8 10" MPL 969.2 8" MPL 969.0 8" MPL 969.1 4-2" MPL 983.6 EVG 983.9 EVG 983.2 EVG 982.1 EVG 982.4 EVG 983.8 EVG 983.9 EVG984.1 EVG 98 3 . 8 EVG 981.7 EVG 980.8 EVG980.6EVG 982.3 EVG 981.6 EVG 981.4 EVG 982.5 EVG 983.3 EVG 983.3 EVG 983.7 EVG 982.6 EVG 982.2 EVG 981.0 EVG 981.7 EVG 983.3 EVG 981.6 EVG 981.3 EVG 980.6 EVG 980.6 EVG 980.4 EVG 980.8 EVG 982.6 982.6 10" OAK 983.2 10" OAK 982.5 10" OAK 983.0 10" OAK 983.4 14" OAK 983.6 10" OAK 982.0 12" PIN 981.7 12" PIN 974.5 18" PIN 976.4 18" PIN 974.4 15" PIN 975.1 15" PIN 974.9 12" PIN 974.0 12" PIN 978.0 12" PIN 977.7 12" PIN 976.7 12" PIN 979.1 12" PINR 977.9 12" PINR 976.7 12" PINR 975.5 15" PINR 974.8 12" PINR 972.0 15" PINR 976.6 15" PINR977.8 15" PINR 978.6 15" PINR979.1 12" PINR 981.1 15" PINR 972.5 10" SPR 972.3 8" SPR 972.9 8" SPR 972.8 14" SPR 972.7 8" SPR 969.0 8" SPR 968.6 10" SPR 968.7 10" SPR 971.0 9" LOC 971.1 11" LOC 970.9 9" LOC 970.5 9" LOC 970.43-8" MPL970.2 2-9" MPL969.9 3-6" MPL 969.7 3-6" MPL 969.4 8" MPL 968.9 2" MPL 981.1 15" LIND 981.6 15" LIND 980.4 24" LIND 978.6 15" LIND 977.0 24" LIND 980.9 6" MPL 982.4 10" MPL 981.8 10" MPL 981.1 10" MPL 970.0 AIS D D D D D D D D 78.3 ME 79.1 ME 80.4 ME 80.5 ME 81.1 ME 78.9 78.8 78.4 78.0 78.3 HP 77.7 ME 78.9 78.9 80.2 80.7 81.6 81.4 83.33 83.33 78.0 ME 78.1 ME 77.5 ME 77.5 ME 77.4 ME 77.0 ME 77.3 ME 83.2 83.2 82.3 82.0 82.3 82.2 77.9 ME 79.0 ME 80.4 ME 80.6 79.3 78.7 82.8 81.5 96 5 96 5 97 0 96 6 96 6 96 7 96 7 96 8 96 8 96 9 96 9 97 1 64.5 64.5 65.0 67.7 EOF 69.0 ME 68.0 ME 67.0 ME 66.772.9 ME 72.0 ME 72.0 ME 68.7 ME 72.9 ME 72.7 ME 72.5 ME 73.1 ME 71.8 ME72.0 ME 71.2 ME 70.0 ME 69.6 ME 69.0 ME 68.5 ME 70.7 ME 77.0 ME 77.2 ME 73.3 ME 70.7 ME 71.0 ME 70.0 ME ST-1 WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 MATCH EXISTING ELEVATION AT DISTURBED AREAS OUTSIDE OF GRADING LIMITS (TYP.) 1 C5.02 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C3.03 GRADING AND DRAINAGE PLAN EAST LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. NOTES 955 54.6 955 961.5 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB PROPOSED GRADING LIMITS PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED SURGE BASIN (SB) PROPERTY LINE 1 C5.01 BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C TOP= INV= CB 965.6 960.1 S INV=960.2 N INV=961.4 E INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 968.1 963.9 960.7 N,SE BRICK WALLS OV E R H A N G L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG 65.9 DETAIL (NO SCALE) 1 2 FO L FO L FO L U G E UGEUGEUGE UG E UGE UGE UGE UGE UGE UG E UGEUGE UG E UGE UGEUGE UGE S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E 3 4 5 6 7 8 UG E UGC 961.1 W INV=961.0 S TOP= INV= CB 974.5 970.6 N INV=969.6 W 974.8 970.9 GASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 065.9 10 1 . 9 20.0 36 . 7 20.0 10 2 . 0 B I T U M I N O U S OVERHANG UGCUGCUGCUGCUGC U G C UGE UG E UG E UG E U G E UGE UGE UGE UGE UGE U G E UGE UGE UGE UGE UGE UGE U G E UGEUGEUGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S UG E UGE UGE UGE UGE U G E UG E UG E UG E UGE UGE U G E UG E U G E U G E U G E U G E U G E U G E U G E LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E 18.05.018.05.018.05.018.04.535.3 985 984 983 982 981 980 979 978 977 976 975 974 973 972 97 1 970 9 7 0 972 971 973 9 7 4 9 7 5 9 7 6 9 7 7 9 7 8 9 7 9 98 0 9 8 1 980979 978 979 98 0 98 1 981 98 0 971 972 974 977 978 97 4 97 3 97 2 97 1 97 0 96 9 96 8 97 8 97 7 976 975 974 973 972 971 970 969 970 98 3 98 2 983 982 981 98 1 98 2 9 8 0 9 7 5 98 2 975 976 977 978 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E 986 987 54 " R C P S T S 12"RCP ST S 24 " R C P S T S 24 " R C P ST S 12"RCP ST S 54 " R C P S T S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LIND 70.0 74.0 74.0 BW 70.0 69.8 69.7 69.8 72.8 ME 68.9 68.5 68.5 69.9 75.8 74.6 75.6 67.3 67.3 78.3 ME 79.1 ME 80.4 ME 80.5 ME 81.1 ME 78.9 78.8 78.4 78.0 78.3 HP 77.7 ME 78.979.8 79.7 78.9 80.2 80.7 81.6 81.4 80.6 81.2 81.5 83.33 83.33 70.0 70.0 69.9 69.9 69.969.9 69.9 71.0 70.5 72.4 72.5 HP 72.2 70.0 70.0 70.070.070.070.0 70.0 69.9 69.9 69.9 69.4 69.0 68.7 69.669.5 69.5 70.0 69.9 69.5 69.469.4 69.9 69.969.0 68.2 69.5 73.769.5 69.5 69.5 70.5 76.2 BW 76.1 BW 75.5 BW 81.0 TW 85.0 TW 85.0 TW 75.1 80.3 67.3 69.9 ME 67.3 ME 68.869.2 HP 68.2 68.6 69.0 68.8 69.6 69.0 68.5 66.9 ME 68.3 ME 70.5 ME 71.0 ME 71.7 71.772.0 ME 71.0 ME 69.0 ME 68.3 ME 69.4 69.2 69.8 78.0 ME 78.1 ME 77.5 ME 77.5 ME 77.4 ME 77.0 ME 77.3 ME 83.2 83.2 82.3 82.0 82.3 82.2 77.9 ME 79.0 ME 80.4 ME 80.6 79.3 78.7 67.4 68.0 69.5 76.0 TW 69.2 68.9 69.4 68.5 68.867.5 82.8 82.8 82.0 70.7 66.9 67.4 67.5 67.5 67.6 68.0 ME 67.6 68.1 67.2 67.166.9 67.0 TC 67.5 TC 67.4 TC 67.4 67.7 HP 67.5 69.5 HP 68.7 HP 67.9 68.5 69.4 68.8 73.7 TW 67.9 67.0 76.1 75.5 73.8 75.5 75.4 75.6 77.5 BW 78.0 TW 74.7 75.1 76.0 BW 85.0 TW 77.5 BW 78.0 TW 84.7 ME 83.0 67.8 67.9 TC 67.9 TC 69.3 ME 70.0 ME 70.9 69.9 68.9 67.8 67.9 TC 68.0 67.9 67.8 67.1 ME 68.9 73.7 BW 68.7 75.7 76.1 76.2 76.3 75.5 68.9 69.1 68.9 81.5 69.5 69.0 9 7 0 97 5 9 6 9 96 9 9 6 9 9 7 1 9 7 2 9 7 3 9 7 4 970 975 980 985 9 6 8 96 9 971 972 973 974 976 977 978 979 981 982 983 984 9 7 5 97 1 97 2 97 3 97 4 9 7 6 9 7 7 970 9 7 0 9 7 0 9 7 5 96 8 968 96 8 9 6 9 9 6 9 96 9 969 96 9 9 7 1 971 97 1 9 7 2 9 7 3 9 7 4 976 970 97 0 969 97 1 9 7 1 9 7 2 97 2 81.5 81.5 81.0 73.2 73.5 72.5 72.9 76.8 76.7 76.6 69.5 69.0 ME 68.0 ME 68.6 ME 67.5 ME 68.0 ME 67.1 ME67.6 ME 67.2 ME67.6 ME 66.6 ME 67.0 ME 66.266.7 67.0 ME 67.3 ME 67.3 ME 69.670.5 70.6 70.870.8 TC 70.2 70.7 TC 69.5 71.3 76.3 74.7 74.9 77.6 77.6 80.2 80.1 77.9 77.8 77.5 72.3 70.9 71.4 TC 70.6 70.0 74.8 66.6 66.6 ME 66.25 67.3 67.8 TC 67.2 TC 67.1 TC 67.0 66.9 TC 67.7 TC67.2 85.0 TW 83.0 TW 79.0 TW 76.1 BW 76.1 76.5 83.0 ME 82.0 ME 81.0 ME 83.0 TW 81.0 TW79.0 TW 66.8 67.3 TC 67.8 68.9 81.4 81.4 81.5 81.080.1 76.2 76.9 76.5 76.4 76.5 76.4 76.5 77.0 ME 77.2 ME 67.4 67.6 67.7 75.8 TC 75.7 70.1 69.6 69.7 70.0 69.6 69.0 68.7 68.468.6 69.2 69.068.9 69.3 69.1 68.6 68.1 71.0 70.7 70.9 70.7 71.2 71.4 HP 71.2 HP 69.0 68.9 73.85 73.9 73.9 73.85 73.7 73.75 73.9 73.9 73.75 69.3 TC 69.6 69.2 TC 69.2 68.9 69.3 TC69.0 69.6 TC 69.3 69.8 TC 69.969.869.8 TC 69.969.9 TC 70.0 70.5 TC 70.2 70.0 66.30 68.0 69.2 70.3 70.4 69.2 66.6 TC 66.6 TC 66.3 ME 65.6 ME 65.8 ME 66.1 ME 65.8 ME 66.9 ME 66.0 ME 66.0 ME 67.0 ME68.4 ME 68.4 ME 67.8 ME 67.9 ME 68.3 ME 68.2 ME 65.0 ME 66.0 ME 67.0 ME68.0 ME69.0 ME70.0 ME 70.6 ME 71.0 ME 71.4 ME 70.0 69.7 70.070.3 70.2 9 6 6 9 6 7 BS 1 INV: 962.00 MECH: 90'-9.35" 88 DFUs MH 2 RIM: 967.35 INV: 957.47 6" N INV: 957.37 S 48" DIA R-1642 29 9 ' - 6 " P V C @ 1 . 0 4 % 13 2 ' - 6 " P V C @ 1 . 0 4 % 10' - 4" PVC @ 2.08% X X X X X X X X X X X X X X X X X X PROPOSED BUILDING ADDITION LOWER LEVEL FFE = 970.00 = ARCH 100'-0" MAIN LEVEL FFE = 983.33 = 113'-4" 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T B B C17 C18 C10 C10 C14 C22 ST-1 ST-21 ST-2 ST-20 ST-3 ST-7 ST-6 ST-8 ST-9 ST-5 ST-4 ST-19 ST-18 ST-22 ST-10 ST-11 ST-12 SB-1 ST-16 ST-14ST-15 ST-17 ST-24 ST-23 B B WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 UGS 1 STONE INV: 967.0 WQV ELEVATION: 969.0 HWL: 970.07 CHAMBER + STONE STORAGE: 5,465 CU.FT. INV: 965.10 (TYP.) SCH 40 SCH 40 SCH 40 SCH 40 SCH 4 0 1 1 1 HYD 1 AND 6" GV AND 8"X8"X6" TEE HYD 2 AND 6" GV AND 8"X8"X6" TEE HYD 3 AND 6" GV AND 8"X8"X6" TEE HYD 4 AND 6" GV 8"X8"X6" TEE AND 45° BEND 9 C5.02 CONNECT TO EX. WM. 8" GV CONNECT TO EX. WM. 8" GV 1 C5.02 1 C5.02 1 C5.02 1 C5.02 1 C5.02 INV: 964.00 6 C5.02 INV: 977.30 6 C5.02 INV: 964.00 6 C5.02 INV: 963.40 6 C5.02 INV: 964.80 6 C5.02 INV: 964.20 6 C5.02 INV: 964.40 6 C5.02 6 C5.02 6 C5.03 7 C5.03 1 C5.04 2 C5.04 1 1 4" DOMESTIC - REFER TO MECHANICAL PLANS. WET TAP EX. 8" WM. 8"X8"X6" TEE AND 6" GV 10' MIN. 10' MIN TO OUTSIDE OF STRUCTURE 10' MIN. 10' MIN. 45° BEND (2) 8" WM 8" WM 8" WM 8" WM 45° BEND (2) 45° BEND 45° BEND 45° BEND (2) 45° BEND 10' MIN. INV: 965.10 (TYP.)6 C5.02 EX. CB. RIM: 965.6 INV: 960.1 27" S (EX. FIELD VERIFY) INV: 960.2 24" N (EX. FIELD VERIFY) INV: 961.5 12" W (EX. FIELD VERIFY) INV: 961.4 12" E CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. BRICK AND GROUT EX. OPENING SHUT WITH A SMOOTH INTERIOR. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE AND ADJUST STRUCTURE AS NECESSARY TO ENSURE CASTING IS IN FLOWLINE OF PROPOSED CURB. 10' MIN. INV: 967.00 (TYP.)6 C5.02 INV: 964.60 6 C5.02 MH 1 RIM: 970.18 INV: 961.79 4" E INV: 960.57 6" S 48" DIA R-1642 45° BEND 3 2 2 2 2 2 CONNECT EXISTING PIPES TOGETHER WHERE STRUCTURE WAS REMOVED. 5' 5' 5' 5.00' INV: = 966.50 = ARCH 96'-6" CONNECT TO DT - REFER TO ARCH PLANS. INV: 964.60 6 C5.02 1 C5.02 39.89'9. 5 0 ' 35.38' 9. 5 0 ' 35.38' 4" INSPECTION PORT WITHIN SEDIMENT ROW 35' - 18" RCP @ 0.58% 19' - 12" RCP @ 0.52% 56' - 2 4 " R C P @ 0 . 2 7 % 83 ' - 2 1 " R C P @ 0 . 5 4 % 16 4 ' - 2 4 " R C P @ 0 . 2 7 % 69' - 16" PVC @ 2.29%34 ' - 1 2 " R C P @ 0. 8 9 % 71' - 12" RCP @ 0.57% 1 0 1 ' - 1 5 " R C P @ 0 . 5 9 % 30' - 12" PVC @ 0.51% 35' - 12" PVC @ 0.58% 5 4 ' - 1 2 " P V C @ 1 . 0 2 % 34 ' - 1 2 " R C P @ 1. 7 5 % 65 ' - 1 2 " P V C @ 0 . 6 1 % 42 ' - 1 2 " R C P @ 1. 1 9 % 24' - 16" PVC @ 0.84% 28' - 24" RCP @ 0.36% 14' - 15" RCP @ 1.80% 37' - 1 2 " P V C @ 1.37% 63' - 24" RCP @ 0.32% 67 ' - 2 1 " R C P @ 0 . 4 5 % 27' - 21" RCP @ 0.36% 101' - 18" R C P @ 0 . 6 2 % 42 ' - 1 8 " R C P @ 1. 6 8 % 8' - 24" PVC @ 0.66% 54' - 12" RCP @ 0.93% 9' - 12" RCP @ 3.40% 10' - 21" RCP @ 0.50% 138' - 12" RCP @ 1.45% CB 15 RIM: 981.5 INV: 976.50 6" E INV: 976.00 12" NE INV: 978 6" SD 48" DIA R-2501-C MH 104 RIM: 980.7 INV: 975.60 12" E INV: 975.60 12" SW INV: 975.60 12" N 48" DIA R-1642 CB 14 RIM: 980.5 INV: 976.30 12" N INV: 977.00 6" SD (2) 48" DIA R-3067-V CB 13 RIM: 980.4 INV: 976.00 12" S INV: 976.00 12" W INV: 976.90 6" SD (2) 48" DIA R-3067-V CB 12 RIM: 978.7 INV: 975.00 12" S INV: 974.50 12" N INV: 975.20 6' SD (2) 48" DIA R-3067-V CB 11 RIM: 978.0 INV: 974.00 12" S INV: 974.00 15" NW INV: 974.50 6" SD (4) 48" DIA R-2501-C UGS MH 1 RIM: 976.8 INV: 973.00 18" SE INV: 967.50 24" W 48" DIA R-1642 CB 9 RIM: 976.5 INV: 973.20 16" S INV: 973.20 18" NW 48" DIA R-3067-V PROVIDE 4' SUMP CB 10 RIM: 976.2 INV: 973.40 15" SE 48" DIA R-3067-V UGS MH 2 RIM: 972.8 INV: 967.85 24" E INV: 967.85 24" W 48" DIA R-1642OCS 1 RIM: 972.5 INV: 967.80 24" E INV: 964.68 6" S INV: 964.68 6" NE INV: 964.68 18" W 48" DIA R-1642 CB 8 RIM: 975.2 INV: 964.30 6" SE INV: 964.00 6" S INV: 964.00 12" E INV: 963.80 12" W 48" DIA R-2501-C CB 3 RIM: 972.1 INV: 962.25 24" W INV: 963.80 12" N INV: 962.25 24" E INV: 968.6 6" SD (2) 60" DIA R-3067-V MH 102 RIM: 972.3 INV: 964.00 16" E INV: 962.90 21" N INV: 963.00 6" NE INV: 962.90 24" S 60" DIA R-1642 BD 1 INV: 965.58 MECH: 95'-7" 45,205 SF MH 103 RIM: 969.5 INV: 964.05 18" E INV: 964.05 18" S 48" DIA R-1642 MH 101 RIM: 970.9 INV: 962.45 24" N INV: 962.45 24" E 60" DIA R-1642 CB 4 RIM: 969.5 INV: 963.50 12" NW INV: 963.00 21" N INV: 963.00 21" S 72" DIA R-2501-C CB 5 RIM: 968.9 INV: 963.30 21" N INV: 963.30 21" S INV: 965.4 6" SD (3) 48" DIA R-3067-V CB 18A RIM: 968.7 INV: 964.70 12" W 48" DIA R-2501-C CB 19 RIM: 968.2 INV: 964.49 6" E INV: 964.00 12" S INV: 964.70 6" SD (3) 48" DIA R-3067-V CB 17 RIM: 967.5 INV: 963.95 12" N INV: 963.95 12" SW INV: 964.00 6" SD (2) 48" DIA R-3067-V CB 2 RIM: 968.0 INV: 962.10 24" W INV: 962.10 24" E INV: 964.5 6" SD (3) 48" DIA R-3067-V CB 16 RIM: 967.5 INV: 963.44 12" NE INV: 963.44 15" W INV: 964.00 6" SD (2) 48" DIA R-3067-V CB 7 RIM: 967.3 INV: 963.70 12" E INV: 963.75 12" W INV: 963.8 6" SD (2) 48" DIA R-3067-V CB 6 RIM: 967.4 INV: 963.30 21" NE INV: 963.90 12" E INV: 963.75 21" S INV: 963.9 6" SD (3) 108" DIA R-3067-V CB 1 RIM: 967.4 INV: 962.00 24" W INV: 963.20 15" E INV: 963.90 6" SD (3) INV: 961.82 24" S (EX. FIELD VERIFY) 48" DIA R-3067-V CONSTRUCT OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTIONS. CB 4A RIM: 970.9 INV: 964.00 12" SE INV: 967.4 6" SD (3) 48" DIA R-3067-V CB 23 RIM: 965.8 INV: 961.70 12" W 48" DIA R-3067-V CB 8A RIM: 972.5 INV: 966.00 6" S INV: 966.00 12" W INV: 969.00 6" SD 48" DIA R-2501-C CB 24 RIM: 966.2 INV: 962.70 6" SD (3) INV: 960.9 24" N/S (EX. FIELD VERIFY). 48" DIA R-3067-V CONSTRUCT OVER EX. PIPE. PROVIDE FLEXIBLE JOINT CONNECTIONS. FIELD VERIFY EX. INVERTS. CB 18 RIM: 969.0 INV: 964.50 12" E INV: 964.50 12" S 18" DIA PVC. H-10 GRATE 33' - 12" PVC @ 0.60% CB 22 RIM: 967.4 INV: 963.35 18" N INV: 963.35 21" SW INV: 963.9 6" SD (2) 48" DIA R-3067-V II I I I I I I I I I S S > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >>>> >> >>>> > > > > > > >> > > >> D >> >> >> >> >>>> D D >> >> D D D >>>>>> >> D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> D D D D >> >>>>>>>>>> >>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D D D D D D >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> D I I I >>>> >>>> > > >> >> > > >> >> >> >> >>>> >> >> >> > > >> > > >>>> >> >> >> >> >> >> >> >> >> >>>> >> >> >>>>>>>> >> >> >> > > >> >> >> >> >>>> > > > > >>>> >> >> >> >> >> >> > > > > > > >>>> >> >> >>>>>>>> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> DD >>>>>>>> >> >> D >> >> >>>>>> > > >> >> >> >> >> >>>> >> >> >> >> >> 16 . 5 8 ' 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C4.01 UTILITY PLAN NORTH LEGEND NOTES 955 1 2 3 54.6 955 961.5 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB TW = FINISH GRADE AT HIGH SIDE OF WALL BW = FINISH GRADE AT LOW SIDE OF WALL PROPOSED GRADING LIMITS PROPOSED SANITARY SEWER PROPOSED STORM SEWER PROPOSED WATERMAIN PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. CONNECT DRAIN TILE TO STRUCTURE AND PROVIDE BACKWATER VALVE CENTER ONE LENGTH OF SOLID PVC PIPE ON WATERMAIN AT CROSSING PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE I >>>> >> >>>>>>>>>> 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2.ALL WATERMAIN PIPE SHALL BE DIP, CLASS 52. ALL WATERMAIN SHALL HAVE MINIMUM 8'-0" BURY (TOP OF PIPE TO FINISH GRADE). DIP SHALL BE ENCASED WITH POLYETHYLENE FILM CONFORMING TO ASTM D 1248-889. 3.ALL SANITARY SEWER PIPE SHALL BE PVC PIPE (ASTM D 3034, SDR 26), UNLESS OTHERWISE NOTED. SANITARY SEWER INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. 4.ALL SANITARY SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 5.ALL STORM SEWER PIPE SHALL BE RCP, CLASS III (MIN.), WITH FLEXIBLE WATERTIGHT JOINTS IN ACCORDANCE WITH ASTM C-361 OR PVC PIPE (ASTM D3034, SDR 35) INSTALLED IN ACCORDANCE WITH ASTM D2321, UNLESS OTHERWISE NOTED. 6.ALL STORM SEWER PIPE CROSSING WATERMAIN, OUTSIDE OF THE PUBLIC RIGHT-OF-WAY, SHALL BE ASTM D2665, SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS. 7.FLEXIBLE JOINTS AT STORM SEWER PIPE CONNECTIONS TO STRUCTURES: a.IN ACCORDANCE WITH MINNESOTA PLUMBING CODE, PROVIDE FLEXIBLE JOINTS AT ALL PIPE CONNECTIONS TO ALL STORM SEWER STRUCTURES. b.ACCEPTABLE MANUFACTURERS / PRODUCTS: i. FERNCO, “CONCRETE MANHOLE ADAPTORS” OR “LARGE-DIAMETER WATERSTOPS” ii. PRESS-SEAL, WATERSTOP GROUTING RINGS” iii. OR APPROVED EQUAL. 9.INSTALL WATERMAIN AT LEAST 10 FEET HORIZONTALLY FROM ANY MANHOLE, CATCH BASIN, STORM SEWER, SANITARY SEWER, DRAIN TILE, OR OTHER POTENTIAL SOURCE FOR CONTAMINATION PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 10.INSTALL MANOLES, CATCH BASINS, STORM SEWER, SANITARY SEWER, DRAIN TILE, AND OTHER POTENTIAL SOURCES OF CONTAMINATION AT LEAST 10 FEET HORIZONTALLY FROM ANY WATERMAIN PER MN PLUMBING CODE. THIS ISOLATION DISTANCE IS MEASURED FROM THE OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (OUTER EDGE OF STRUCTURES OR SIMILAR). 11.LOCATE ALL EXISTING UTILITIES. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION. 12.PRIOR TO CONSTRUCTION OF PROPOSED BUILDING UTILITY SERVICES (STORM, SANITARY SEWER, WATERMAIN), VERIFY ALL PROPOSED BUILDING UTILITY SERVICE PIPE SIZES, LOCATIONS AND ELEVATIONS WITH MECHANICAL PLANS. COORDINATE CONSTRUCTION AND CONNECTIONS WITH MECHANICAL CONTRACTOR. 13.MAINTAIN DRAINAGE FROM EXISTING BUILDING AT ALL TIMES. PROVIDE TEMPORARY STORM SEWER, INCLUDING, BUT NOT LIMITED TO, CATCH BASINS, MANHOLES, PIPING, AND SIMILAR. DO NOT REMOVE EXISTING STORM SEWER UNTIL TEMPORARY OR PERMANENT STORM SEWER IS INSTALLED AND FUNCTIONAL. COORDINATE ALL REMOVALS WITH APPROPRIATE TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED. 14.STAKE LIMITS OF WALKS AND CURBING PRIOR TO INSTALLATION OF GATE VALVES, CATCH BASINS, AND MANHOLES. ADJUST GATE VALVE AND MANHOLE LOCATIONS TO AVOID PLACEMENT OF THESE STRUCTURES IN WALKS AND CURB AND GUTTER. STAKE CURB AND GUTTER ALIGNMENTS TO ALLOW CURB INLET TYPE CATCH BASINS TO PROPERLY ALIGN WITH CURB AND GUTTER 10 C5.01 9 C5.01 10 C5.01 10 C5.01 5 C5.01 8 C5.02 6 C5.03 11 C5.01 4 C5.02 9 C5.02 7 C5.02 13 C5.01 12 C5.01 16 C5.01 5 C5.02 TRANSITION TO SOLID PVC 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL TOP= INV= SAN TOP= INV= CB 955.0 951.0 TOP= INV= CB 954.9 951.6 TOP= INV= SAN 960.2 950.7 TOP= INV= SMH 961.3 953.2 N,E TOP= INV= CB 961.5 957.2 TOP= INV= CB 959.9 953.7 S INV=954.3 NW INV=955.6 W TOP= INV= CB 961.1 955.1 N,S TOP= INV= CB 962.3 956.4 N,S INV=957.7 E TOP= INV= CB 961.5 957.8 TOP= INV= CB 964.1 958.3 N,S INV=959.5 W INV=959.8 E TOP= INV= CB 963.9 960.8 INV=961.5 W TOP= INV= CB 965.7 961.7 TOP= INV= CB 968.1 963.9 969.9 965.6 SUMP=963.6 961.0 N,S TOP= INV= 966.0 961.8 963.0 958.8 BRICK WALLS OVERHANG OV E R H A N G OVERHANG OVERHANG26.0 2 6 . 1 2 6 . 1 26.05.5 5.71.01.3 104.5 18 . 4 29.0 21 . 7 20.2 23 . 4 18.0 36 . 0 16 . 1 24.111 . 0 11.4 0.7 1.7 3. 8 LA 1.70.7 4.0 L= 7 6 . 2 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 OVERHANG DETAIL (NO SCALE) 28 29 30 1 TOP= INV= SAN 962.8 949.4 TOP= INV= CB 966.3 962.0 B I T U M I N O U S FO L FOL FOL FOLFOL FO L FO L FO L FOL FO L FO L FOL FO L FO L UGE UGE UGE UGE UG E UG E UG E UGE UGE UG E UGE UGE UGE UG E UG E UGE UGE UGE U G E UGEUGEUGE UG E U G E UGE UGE UGE UGE UG E UGE UG E UGE UGE UGE UGE UGE UGE UG E UGEUGE GA S GA S GA S GA S 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) 8" P V C S A N S ( P ) 8"PVC S A N S ( P ) CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL TOP= INV= SMH 968.4 961.3 N,SE 38 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 BUILDING GA S ( P ) GR A S S GR A S S GR A S S GR A S S TOP= INV= SMH 962.1 956.9 N INV=951.7 E,W TOP= INV= SMH(P) 962.9(P) 957.50 S(P) INV=957.58 W(P) INV=959.00 N(P) SYNTHETIC TURF TO P = IN V = CB 95 5 . 8 95 1 . 4 N E , S W TOP= INV= SAN 968.7 959.8 TOP= INV= CB 964.8 962.6 TOP= INV= CB 964.4 960.2 E INV=960.1 S INV=956.9 SUMP G R A S S G R A S S 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S UG E UG E UG E U G E UGE U G E UGE UG E U G E UG E UG E UG E UG E UG E UG E UG E UG E U G E UGE UGE UGE UGE UGC UGC UGCUGC UG C UG C UG C UG C UG C UGC UG E UGE 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE EDGE O F BITUMI N O U S CONCRETE C O N C R E T E 10"DIP W (P) 8" D I P W ( P ) 6"DIP W(P) 8" D I P W ( P ) 24"DIP W (P) 10 " D I P W ( P ) 24"DIPW (P)24"DIPW (P) 4"IRRIGATION (P) 4"IRRIGATION (P) 4" I R R I G A T I O N ( P ) 964 964 963 960 960 959 958 957 96 3 96 6 96 7 96 8 969 97 0 971 972 970 969 96 8 96 7 96 6 96 8 96 7 96 6 96 5 967 966 965 964 963 96 2 9 6 1 9 6 2 96396 4 965 965 96 5 963 962 96 2 962 961 960 959 958 957 959 958 960 96 1 96 2 96 3 963 963 965 965 968 10 C O N C R E T E 4"IRRIGATION (P) 4" I R R I G A T I O N ( P ) 12"RCP ST S 24 " R C P ST S 12"RCP ST S 2 7 " R C P S T S 12"RCPST S 27 " R C P ST S 12 " R C P S T S 36"RCP ST S 36 " R C P ST S 12"RCPST S 3 0 " R C P S T S ( P ) 30 " R C P S T S ( P ) 12"RCPST S 15"PV C S T S 15 " R C P S T S 14"PVCST S 15" PE R F O R A T E D P V C ST S (P) 15" PE R F O R A T E D P V C 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1"x12" FLAT D R A I N T I L E S T S (P)(TYP) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 1 " x 1 2 " F L A T D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S ( P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 6" D R A I N T I L E S T S ( P ) ( T Y P ) 12 " P V C S T S 12 " P V C S T S ( P ) 12" PVC ST S (P) 12" PVC ST S 14 " P V C ST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 67.1 ME67.6 ME 67.2 ME67.6 ME 66.6 ME 67.0 ME 66.0 ME 66.3 ME 65.7 ME66.1 ME 65.0 ME65.3 ME 64.7 ME 65.0 ME 64.0 ME 64.4 ME 63.6 ME 64.0 ME 63.0 ME 63.4 ME 62.7 ME 63.0 ME 62.0 ME 62.4 ME 62.5 ME62.8 ME 61.8 ME62.2 ME 62.2 ME 62.0 ME 61.3 ME 61.0 ME 60.0 ME59.9 ME 60.7 ME 62.8 ME 65.3 ME 65.3 ME 64.7 ME65.1 ME 65.3 ME 64.9 ME 65.7 ME 65.6 ME 65.1 ME 65.2 65.3 65.7 65.1 65.0 ME 64.9 ME 65.4 ME 66.0 ME 66.0 ME 66.6 TC 66.6 TC 65.6 ME 65.8 ME 66.0 ME 66.0 ME 66.0 ME 65.8 ME 65.0 ME 65.0 ME 65.3 ME 64.5 ME 64.8 ME64.4 64.6 64.7 ME 64.8 ME 64.5 ME 64.3 ME 62.9 ME 64.0 ME 63.7 ME 64.0 TC 64.0 ME 64.5 TC 64.6 HP 64.5 HP 64.6 TC 64.3 64.6 ME 64.5 64.7 65.0 ME 67.0 ME 67.1 ME 67.0 ME67.3 ME 67.2 ME67.4 ME 67.3 ME 67.5 ME 67.0 ME 66.0 ME68.0 ME 68.0 ME 68.5 ME 67.0 ME 66.0 ME 65.0 ME64.1 ME 65.0 ME 64.0 ME 63.0 ME 61.0 ME 61.0 ME 61.0 ME 61.0 ME 62.0 ME 62.0 ME 62.0 ME 61.4 ME 61.3 ME 61.2 ME 63.8 ME 63.9 ME 63.6 ME 63.0 ME 65.4 ME 65.0 ME 65.5 ME 65.7 ME 66.4 ME66.8 ME 66.1 ME 65.7 ME 68.4 ME 68.4 ME 67.8 ME 67.9 ME 68.3 ME 68.2 ME 70.0 ME 69.0 ME 68.0 ME 67.0 ME 66.0 ME 65.0 ME 65.0 ME 66.0 ME 67.0 ME68.0 ME69.0 ME70.0 ME 70.6 ME 71.0 ME 71.4 ME 70.2 ME 70.5 ME 70.0 ME 69.0 ME 68.0 ME 67.0 ME 66.0 ME 65.0 ME 67.0 ME 66.0 ME 65.0 ME 64.0 ME 62.0 ME 63.0 ME 965 964 9 6 6 9 6 7 MH 2 RIM: 967.35 INV: 957.47 6" N INV: 957.37 S 48" DIA R-1642 MH 3 RIM: 966.07 INV: 956.00 6" N INV: 955.90 S 48" DIA R-1642 MH 4 RIM: 963.28 INV: 953.50 6" N INV: 953.40 S 48" DIA R-1642 MH 5 RIM: 960.70 INV: 950.44 6" N INV: 950.34 8" W/E (EX. FIELD VERIFY) 48" DIA R-1642 CONSTRUCT STRUCTURE OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE RUBBER BOOT CONNECTIONS. 13 2 ' - 6 " P V C @ 1 . 0 4 % 23 0 ' - 6 " P V C @ 1 . 0 4 % 28 5 ' - 6 " P V C @ 1 . 0 4 % WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 1 SC H 4 0 ADJUST CASTINGS TO FINISH GRADE. INSTALL ADDITIONAL ADJUSTING RINGS AS REQUIRED. INSTALL R-2501-C CASTING. EX. CB. RIM: 965.6 INV: 960.1 27" S (EX. FIELD VERIFY) INV: 960.2 24" N (EX. FIELD VERIFY) INV: 961.5 12" W (EX. FIELD VERIFY) INV: 961.4 12" E CONNECT PIPE TO EX. STRUCTURE. PROVIDE FLEXIBLE JOINT CONNECTION. BRICK AND GROUT EX. OPENING SHUT WITH A SMOOTH INTERIOR. FIELD VERIFY EX. INVERTS. ADJUST CASTING TO FINISH GRADE AND ADJUST STRUCTURE AS NECESSARY TO ENSURE CASTING IS IN FLOWLINE OF PROPOSED CURB. INV: 960.9 24" N/S (EX. FIELD VERIFY). 48" DIA R-3067-V CONSTRUCT OVER EX. PIPE. PROVIDE FLEXIBLE JOINT CONNECTIONS. FIELD VERIFY EX. INVERTS. S > > S > > > > > S > > > > > > > > > S > > > > > > > > > > > ADJUST TO FINISH GRADE. REFER TO SITE PLAN CENTRAL FOR TREATMENT. 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C4.02 UTILITY PLAN CENTRAL LEGEND NOTES 955 1 54.6 955 961.5 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING PROPOSED SANITARY SEWER PROPOSED MANHOLE (MH) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. PROPERTY LINE >> 1 C5.01 1.REFER TO SHEET C4.01, UTILITY PLAN NORTH, FOR UTILITY NOTES. 10 C5.01 11 C5.01 16 C5.01 BI T U M I N O U S C O N C R E T E CONCRETE CO N C R E T E CON C BRICK WALLS BRICK WALLS LA OV E R H A N G 8. 6 6.7 44 . 7 40.324.032.7 3.3 4.8 11 4 . 7 6. 6 4.8 6 . 6 2. 0 2. 0 4. 9 6.7 10 . 7 9. 8 6.7 37.0 6. 1 10.3 2.00.7 2.00.7 L=36.6 10.4 14 . 8 80.7 20.5 10 . 3 4. 0 OVERHANG DETAIL (NO SCALE) 18 17 16 19 1 2 LA LA LA CONCRETE UGE UGE UGE UG E UGE 6200 140TH ST WMULTI-STORY BRICKSCHOOL TOP= INV= SMH 965.6 957.4 S INV=957.7 N INV=957.9 W TOP= INV= CB 968.7 959.8 S INV=960.1 N INV=960.4 W INV=960.6 E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINO U S SO U T H 4 2 5 . 7 2 EV E R G R E E N T R E E S EV E R G R E E N T R E E S 6 7 8 9 10 11 12 13 14 15 TOP= INV= CB 977.3 973.2 TOP= INV= 977.3 973.1 W INV=973.0 N TOP= INV= CB 977.9 974.0 TOP= INV= CB 979.5 975.7 TOP= INV= CB 975.0 971.0 TOP= INV= CB 975.2 971.2 TOP= INV= CB 974.1 970.2 N,W INV=970.1 SE TOP= INV= CB 972.4 966.8 NW INV=966.6 SE U G E GAS TOP= INV= CB 965.9 961.8 W INV=961.6 ETOP= INV= CB 965.1 962.6 SW,W INV=962.1 E GASGASGAS 11.6 14 . 3 26.07. 6 6.8 15 . 2 91.3 35 . 4 18.7 65 . 6 77.85.0 22 . 5 3.311 . 4 2.7100.9 10 . 3 20.54. 0 OVERHANG UG C UGCUGCUGC UGE UGE U G E UGE UGE UGE UGE UGE UGE U G E UGE UGE UGE UGE UGE UG E UGE UG E UG E UG E UGEUGEUGEUGEUGEUGEUGEUGE UG E UG E UG E UGEUGE U G E U G E UGE U G E U G E UGE UG E UG E UG E UG E UG E UG E UG E UG E UG E GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S UGE UGE UGE UGE UGE UGE LA LA LA LA OVERHANG CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAI N L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETE UGE UGE GENERATOR CONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 18.05.018.05.018.05.018.04.535.3 3.8 6.8 10"DIPW (P) HYD 10 " D I P W ( P ) 8" D I P W ( P ) W 24" DIP W(P)24" DIP W(P)24" DIP W(P) 980 9 7 7 9 7 8 9 7 9 98 0 9 8 1 979 98 0 977 978 97 6 975 97697 797 897 9 98 0 980979 979 98 0 98 1 981 98 0 97 9 974 976 97 8 977 975 973 973 972 9 7 1 9 7 0 96 9 9 7 0 9 7 1 980 979 978 977 976 97 5 97 4 97 3 972 981 982 980 980 97 9 978 977 976 975 974 966 967 968 966 966 96 5 96 4 96 9 9 6 9 9 6 8 9 6 9 96 8 966 9 6 7 9 6 8 96 9 975 974 97 3 972 971 970 969 982 981 980 979 978 977 976 975 974 973 972 970 971 977 976 975 978 98 3 98 2 983 982 98170.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S 981 982 983 984 983 982 981 980 979 981 98 2 981 15"HDPEST S 2 4 " H D P E S T S 15"HD P E ST S 15" PEP ST S 12 " P E P S T S 12"PEP ST S 1 2 " P E P S T S 15"PEP ST S 6"PVCST S 6"DIPST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML 15"HDPEST S 15 " H D P E ST S TOP= INV= CB 965.2 962.8 SW,NE,E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" ARB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 10" MPL 8" MPL 8" MPL EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 9" LOC 11" LOC 9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 8" MPL 2" MPL 15" LIND 24" LIND 15" LIND 24" LIND AIS 78.3 ME 79.1 ME 80.4 ME 80.5 ME 81.1 ME 78.9 78.8 78.4 78.0 78.3 HP 77.7 ME 78.9 78.9 80.2 80.7 81.6 81.4 83.33 83.33 78.0 ME 78.1 ME 77.5 ME 77.5 ME 77.4 ME 77.0 ME 77.3 ME 83.2 83.2 82.3 82.0 82.3 82.2 77.9 ME 79.0 ME 80.4 ME 80.6 79.3 78.7 82.8 81.5 96 5 96 5 97 0 96 6 96 6 96 7 96 7 96 8 96 8 96 9 96 9 97 1 64.5 64.5 65.0 67.7 EOF 69.0 ME 68.0 ME 67.0 ME 66.772.9 ME 72.0 ME 72.0 ME 68.7 ME 72.9 ME 72.7 ME 72.5 ME 73.1 ME 71.8 ME72.0 ME 71.2 ME 70.0 ME 69.6 ME 69.0 ME 68.5 ME 70.7 ME 77.0 ME 77.2 ME 73.3 ME 70.7 ME 71.0 ME 70.0 ME ST-1 WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 FILTRATION BASIN WQV ELEVATION: 966.40 HWL: 967.64 BTM: 964.50 BTM AREA: 2,340 INV: 965.10 (TYP.)INV: 961.80 (TYP.) VACUUM OUT EX. CATCH BASIN. 1 SCH 40 SCH 40 SCH 40 2 C5.03 3 C5.03 9 C5.02 5 C5.03 2 C5.02 3 C5.02 6 C5.02 9 C5.02 1 C5.02 INV: 977.30 6 C5.02 6 C5.02 2 C5.04 45° BEND (2) INV: 960.1 27" S (EX. FIELD VERIFY) INV: 960.2 24" N (EX. FIELD VERIFY) INV: 961.5 12" W (EX. FIELD VERIFY) PROVIDE FLEXIBLE JOINT CONNECTION. BRICK AND GROUT EX. OPENING SHUT NECESSARY TO ENSURE CASTING IS IN 35' - 18" RCP @ 0.58% 34 ' - 1 2 " R C P @ 0. 8 9 % 71' - 12" RCP @ 0.57% 1 0 1 ' - 1 5 " R C P @ 0 . 5 9 % 34 ' - 1 2 " R C P @ 1. 7 5 % 65 ' - 1 2 " P V C @ 0 . 6 1 % 42 ' - 1 2 " R C P @ 1. 1 9 % 24' - 16" PVC @ 0.84% 36' - 18" PVC @ 0.28%55' - 18" RCP @ 0.27% 13 0 ' - 2 1 " R C P @ 0 . 3 1 % 101' - 21" PVC @ 0.30% 14' - 15" RCP @ 0.35% MH 104 RIM: 980.7 INV: 975.60 12" E INV: 975.60 12" SW INV: 975.60 12" N 48" DIA R-1642 CB 14 RIM: 980.5 INV: 976.30 12" N INV: 977.00 6" SD (2) 48" DIA R-3067-V CB 13 RIM: 980.4 INV: 976.00 12" S INV: 976.00 12" W INV: 976.90 6" SD (2) 48" DIA R-3067-V CB 12 RIM: 978.7 INV: 975.00 12" S INV: 974.50 12" N INV: 975.20 6' SD (2) 48" DIA R-3067-V CB 11 RIM: 978.0 INV: 974.00 12" S INV: 974.00 15" NW INV: 974.50 6" SD (4) 48" DIA R-2501-C CB 9 RIM: 976.5 INV: 973.20 16" S INV: 973.20 18" NW 48" DIA R-3067-V PROVIDE 4' SUMP CB 10 RIM: 976.2 INV: 973.40 15" SE 48" DIA R-3067-V CB 20 RIM: 972.0 INV: 966.65 18" W INV: 966.65 18" E 48" DIA R-3067-V PROVIDE 4' SUMP CB 21 RIM: 972.0 INV: 966.75 15" NW INV: 966.75 18" E 48" DIA R-3067-V OCS 2 RIM: 966.7 INV: 961.00 6" E INV: 960.50 21" W 48" DIA REFER TO DETAIL MH 201 RIM: 972.9 INV: 960.20 21" E INV: 960.20 21" S 60" DIA R-1642 EX. CB 1 RIM: 968.7 INV: 959.80 21" N INV: 959.8 24" S (EX. FIELD VERIFY) INV: 960.4 15" W (EX. FIELD VERIFY) INV: 960.6 15" E (EX. FIELD VERIFY) CONNECT PIPE TO EX. STRUCTURE FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTION. SB 1 18" INV: 966.50 EX. CB 2 RIM: 972.4 INV: 966.80 15" SE INV: 966.8 12" NW (EX. FIELD VERIFY) CONNECT PIPE TO EX. STRUCTURE FIELD VERIFY EX. INVERTS. PROVIDE FLEXIBLE JOINT CONNECTION. >> >>>> > > > > >> D >> >> >> >>>> >> >> >> >> D >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D >>>>>>>>>>D >>>> >>>> > > >> >> > > >> >> >> >> >>>> >> >> >> > >>> D D >> D 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR R FEETSCALE 0 HORZ. 30 60 C4.03 UTILITY PLAN EAST LEGEND NOTES 955 1 54.6 955 961.5 D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CONTOUR PROPOSED SPOT ELEVATION ME = MATCH EXISTING EOF = EMERGENCY OVERFLOW TC = TOP OF CURB PROPOSED GRADING LIMITS PROPOSED STORM SEWER PROPOSED DRAIN TILE (DT) / SUBSURFACE DRAINS (SD) PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED SURGE BASIN (SB) PROVIDE MINIMUM 18" VERTICAL SEPARATION AT CROSSING - PROVIDE VERTICAL BENDS IN WATERMAIN AS REQUIRED TO ACCOMPLISH. CENTER ONE LENGTH WATERMAIN PIPE ON CROSSING. PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE >>>> >>>>>>>>>> 1 C5.01 1.REFER TO SHEET C4.01, UTILITY PLAN NORTH, FOR UTILITY NOTES. 9 C5.01 10 C5.01 8 C5.02 2 C5.03 4 C5.02 9 C5.02 7 C5.02 16 C5.01 2 C5.02 3 C5.02 285' - 6" PVC @ 1.04% 285' 6" PVC@ 1.04% 230' - 6" PVC @ 1.04% 230' 6" PVC@ 1.04% 132' - 6" PVC @ 1.04% 132' 6" PVC@ 1.04% 299' - 6" PVC @ 1.04% 299' 6" PVC@ 1.04% 10' - 4" PVC @ 2.08%10' 4" PVC @ 2.08% ALIGNMENT: SANITARY PROFILE VIEW: SANITARY DRAWING SCALE: 30 VERTICAL SCALE: 5 942 945 950 955 960 965 970 975 -0+10 97 0 . 0 0 97 0 . 0 0+00 96 9 . 7 9 96 9 . 8 0+50 96 9 . 2 2 96 9 . 2 1+00 96 8 . 7 8 96 8 . 8 1+50 96 8 . 3 4 96 8 . 3 2+00 96 7 . 7 0 96 7 . 7 2+50 96 7 . 9 1 96 7 . 9 3+00 96 6 . 8 6 96 6 . 9 3+50 96 6 . 2 7 96 6 . 3 4+00 96 6 . 0 2 96 6 . 0 4+50 96 5 . 7 1 96 5 . 7 5+00 96 4 . 7 4 96 4 . 7 5+50 96 4 . 1 6 96 4 . 2 6+00 96 3 . 4 8 96 3 . 5 6+50 96 3 . 1 0 96 3 . 1 7+00 96 2 . 6 2 96 2 . 6 7+50 96 2 . 1 8 96 2 . 2 8+00 96 2 . 7 1 96 2 . 7 8+50 96 2 . 3 4 96 2 . 3 9+00 96 0 . 9 1 96 0 . 9 9+50 10+00 285' - 6" PVC @ 1.04% 285' 6" PVC@ 1.04% MH 4 RIM: 963.28 INV: 953.50 6" N INV: 953.40 6" S 48" DIA R-1642 230' - 6" PVC @ 1.04% 230' 6" PVC@ 1.04% MH 3 RIM: 966.07 INV: 956.00 6" N INV: 955.90 6" S 48" DIA R-1642 132' - 6" PVC @ 1.04% 132' 6" PVC@ 1.04% MH 2 RIM: 967.35 INV: 957.47 6" N INV: 957.37 6" S 48" DIA R-1642 299' - 6" PVC @ 1.04% 299' 6" PVC@ 1.04% MH 1 RIM: 970.18 INV: 961.79 4" E INV: 960.57 6" S 48" DIA R-1642 10' - 4" PVC @ 2.08%10' 4" PVC @ 2.08% MH 5 RIM: 960.70 INV: 950.44 6" N 48" DIA R-1642 EX. 8" SANITARY INV: 950.34 12" INV 961.31 24" INV 962.27 12" INV 963.12 BS 1 INV: 960.78 6" W WATER - 24" INV 953.10 (FIELD VERIFY) 8 F T C H A I N L I N K 8 F T C H A I N L I N K FE N C E 8 F T C H A I N L I N K FE N C E 4 F T C H A I N L I N K FE N C E B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E CO N C R E T E C O N C R E T E C O N C R E T E CO N C CO N C KE Y S T O N E W A L L TO P = IN V = SA N 96 0 . 2 95 0 . 7 TO P = IN V = SM H 96 1 . 3 95 3 . 2 N , E TO P = IN V = CB 96 1 . 5 95 7 . 2 TO P = IN V = CB 95 9 . 9 95 3 . 7 S IN V = 9 5 4 . 3 N W IN V = 9 5 5 . 6 W TO P = IN V = CB 96 1 . 1 95 5 . 1 N , S TO P = IN V = CB 96 2 . 3 95 6 . 4 N , S IN V = 9 5 7 . 7 E TO P = IN V = CB 96 1 . 5 95 7 . 8 TO P = IN V = CB 96 4 . 1 95 8 . 3 N , S IN V = 9 5 9 . 5 W IN V = 9 5 9 . 8 E TO P = IN V = CB 96 3 . 9 96 0 . 8 TO P = IN V = CB 96 5 . 6 96 0 . 1 S IN V = 9 6 0 . 2 N IN V = 9 6 1 . 4 E IN V = 9 6 1 . 5 W TO P = IN V = CB 96 5 . 7 96 1 . 7 TO P = IN V = CB 96 8 . 1 96 3 . 9 OV E R H A N G OV E R H A N G 2 6 . 0 26.126.12 6 . 0 5. 5 5. 7 1. 0 1. 3 TO P = IN V = CB 96 6 . 3 96 2 . 0 FO L F O L UGE UGE UGE UG E U G E UGE UG E UG E UG E UG E UGE UG E UG E UG E UG E U G E UGE U G E UG E 8" P V C S A N S ( P ) CO N C CONCRETE CONCRETE CONCRETECONCRETE DB DB DB KE Y S T O N E W A L L 65 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R HI G H S C H O O L F O U R A D D I T I O N & H I G H 38 BU I L D I N G C O N C R E T E GRASS GRASS GRASS GRASS UG E UG E B I T U M I N O U S UGE UGE UGE UGE UGE UGE KEY S T O N E W A L L B I T U M I N O U S UGEUGEUGEUGE UGE UGE UGE UGE UGE U G E U G E U G E UGC UGC UGC UGC UGC U G C UGE U G E 8"DIP W (P)8"DIP W (P) 6" D I P W (P ) 8"DIP W (P)10"DIP W (P) 24 " D I P W ( P ) 4" I R R I G A T I O N ( P ) 971 970 969 968 97 3 97 2 97 1 97 0 9 6 9 968 967 966 966 965 96 5 9 6 4 96 3 962 961 962 9 6 3 964 9 6 3 96 2 962 96 2 96 1 96 0 95 9 9 5 9 9 6 0 961 962 963 975 CONCRETE 4" I R R I G A T I O N ( P ) 12 " R C P S T S 24"RCP ST S 24"RCP ST S 12 " R C P S T S 27"RCPST S 1 2 " R C P S T S 27"RCP ST S 12"RCP ST S 36"RCP ST S 1 2 " R C P S T S 30"RCP S T S (P) 30"RCP ST S (P) 12 " R C P ST S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - C E N T R A L MA T C H L I N E - C E N T R A L 10 " B A S 6" H A C K 8" M P L 3" M P L 3" M P L 2" M P L 2" M P L 5" T R 2" M P L 4" M P L 3" M P L 4" M P L 4" M P L 33 " T R 28 " T R 9 7 0 96 8 969 9 6 9 969 97 1 971 97 0 9 6 9 971972 972 96 5 9 6 4 966 967 BS 1 INV: 962.00 MECH: 90'-9.35" 88 DFUs MH 2 RIM: 967.35 INV: 957.47 6" N INV: 957.37 S 48" DIA R-1642 MH 3 RIM: 966.07 INV: 956.00 6" N INV: 955.90 S 48" DIA R-1642 MH 4 RIM: 963.28 INV: 953.50 6" N INV: 953.40 S 48" DIA R-1642 MH 5 RIM: 960.70 INV: 950.44 6" N INV: 950.34 8" W/E (EX. FIELD VERIFY) 48" DIA R-1642 CONSTRUCT STRUCTURE OVER EX. PIPE. FIELD VERIFY EX. INVERTS. PROVIDE RUBBER BOOT CONNECTIONS. 299' - 6" PVC @ 1.04%132' - 6" PVC @ 1.04%230' - 6" PVC @ 1.04%285' - 6" PVC @ 1.04% 10' - 4" PVC @ 2.08% C1 8 C1 0 C1 3 C1 4 C1 5 C2 2 C2 1 C2 0 C1 9 C5 C8 C9 C7 C4 C2 ST - 2 1 ST - 2 0 ST - 3 ST - 6 ST - 4 ST - 1 9 ST - 1 8 SCH 40 1 C5 . 0 2 IN V : 9 6 4 . 2 0 6 C5 . 0 2 IN V : 9 6 4 . 4 0 6 C5 . 0 2 MH 1 RIM: 970.18 INV: 961.79 4" E INV: 960.57 6" S 48" DIA R-1642 CO N N E C T E X I S T I N G P I P E S T O G E T H E R WH E R E S T R U C T U R E W A S R E M O V E D . 5' 5' 1 C5 . 0 2 I I I I I I S S>>>>>>>>>>>>S>>>>>S>>>>>>>>>S>>>>>>>>>>> >> >>>>>>>>>> >> >> >> >> > > >> >> D D > > > > D D 0 1 2 3 4 5 6 7 8 9 9 BP: 0+00.00 PI: 0+09.99 PI : 3 + 0 8 . 7 5 PI : 4 + 4 0 . 5 4 EP : 9 + 5 5 . 5 4 > > > > > > > > > > >> >> >> >> >> >> >> > > > > > > D >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >>>> >> >> >> >> > > >> D >>>> >> >> >> >> >> > > > > >>>> > > AD J U S T T O F I N I S H GR A D E . R E F E R T O S I T E PL A N C E N T R A L F O R TR E A T M E N T . 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T 1" = 30' DGE DAR FEETSCALE 0 HORZ. 30 60 C4.04 UTILITY PLAN - SANITARY PROFILE NOTES 1.REFER TO SHEET C4.01, UTILITY PLAN NORTH, FOR UTILITY NOTES. FEETSCALE 0 HORZ. 30 60 R 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DGE DAR C5.01 CIVIL DETAILS VA R I E S - V E R I F Y W I T H ST R U C T U R A L A N D AR C H I T E C T U R A L P L A N S 6" UNSUITABLE SOIL TOPSOIL REFER TO STRUCTURAL DRAWINGS 3'-0" 1 1 VA R I E S NOTES: 1.BOTTOM OF EXCAVATION MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE PRIOR TO PLACEMENT OF ANY FILL. 6 C5.01 BUILDING PAD NOT TO SCALE 4", 5", OR 6" SLAB AND 6" STABILIZED AGGREGATE BASE - VERIFY WITH STRUCTURAL AND ARCHITECTURAL PLANS FINISH FLOOR SUBGRADE FINISH GRADE (TURF) MINIMUM EXCAVATION LIMITS FOOTING SUITABLE SOIL ENGINEERED FILL BUILDING PAD SOIL CORRECTION8 C5.01 NOT TO SCALE SCENARIO #1: FFE ABOVE EXISTING GRADE SCENARIO #2: FFE BELOW EXISTING GRADE 1 1 3'-0" AC T U A L B U I L D I N G P A D S O I L CO R R E C T I O N Q U A N T I T Y A F F E C T E D BY U N I T P R I C E AC T U A L B U I L D I N G P A D S O I L C O R R E C T I O N QU A N T I T Y A F F E C T E D B Y U N I T P R I C E UNSUITABLE SOIL TOPSOIL 1 1 3'-0" UNSUITABLE SOIL TOPSOIL SIDE LIMIT SUBGRADE UPPER LIMIT: EXISTING GRADE FOOTING BACKFILLING AND COMPACTING SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS EXCAVATION OF SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS MINIMUM EXCAVATION LIMITS EXCAVATION OF SOILS IN THIS ZONE NOT INCLUDED IN UNIT PRICE CALCULATIONS SUITABLE SOIL LOWER LIMIT = BOTTOM OF EXCAVATION C5.01 6 C5.01 6 SIDE LIMIT UPPER LIMIT: BOTTOM OF SUBGRADE FOOTING MINIMUM EXCAVATION LIMITS SUITABLE SOIL LOWER LIMIT = BOTTOM OF EXCAVATION EXISTING GRADE FFE FFE BUILDING PAD (ENGINEERED FILL) 1 1 2'-0" 6' ' 7 C5.01 BELOW GRADE BUILDING WALLS NOT TO SCALE C5.01 6 FINISH GRADE (TURF AREAS)FINISH FLOOR BACKFILL AT BELOW GRADE WALLS FOOTING (REFER TO STRUCTURAL PLANS) FINISH FLOOR ELEVATION (FFE): REFER TO ARCHITECTURAL PLANS AND VERIFY LOWER LEVEL FFE AND LOCATIONS WHERE FFE VARIES 12" TOPSOIL OVER BACKFILL 6" TOPSOIL NOTES: 1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. 2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. DE P T H ( V A R I E S ) 1/ 8 D E P T H ( 1 2 " M I N . ) 1/ 6 O . D . 1/ 8 O . D . ( 4 " M I N . ) 9 C5.01 PIPE BEDDING - RCP & DIP NOT TO SCALE SUBGRADE BACKFILL ABOVE PIPE BEDDING. REFER TO 31 23 33 PIPE BEDDING O.D. + 2' (MAX) NOTES: 1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS. 2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY. 3.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321. DE P T H ( V A R I E S ) 6" M I N . 1/ 8 O . D . (6 " M I N . ) PI P E D I A . 10 C5.01 PIPE BEDDING PVC NOT TO SCALE SUBGRADE PIPE BEDDING BACKFILL ABOVE PIPE BEDDING. REFER TO 31 23 33 O.D. + 2' (MAX) NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC ENTERS OR EXITS THE CONSTRUCTION SITE 50' M I N I M U M AS RE Q U I R E D 3 C5.01 ROCK CONSTRUCTION ENTRANCE NOT TO SCALE EXISTING PAVEMENT TO REMAIN PROPERTY/R.O.W. LINE 2" TO 3" WASHED ROCK GEOTEXTILE FABRIC 6" MINIMUM THICKNESS NORMAL USE POSTS: (IF USED WITHOUT SUPPORT FENCE) WOOD 2" SQ. (MIN) @ 4' (MAX) SPACING METAL 0.95 lbs/lf (MIN.) @ 6' (MAX) SPACING DIRECTION OF RUNOFF FLOW NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES 6" MIN. 6" MIN. 24" MIN. BURY DEPTH (METAL) 18" MIN BURY DEPTH (WOOD) 30" MIN. 1 C5.01 SILT FENCE NOT TO SCALE 5' MIN. LENGTH POST (METAL) 4' MIN. LENGTH POST (WOOD) SILT FENCE FABRIC OVERLAP FABRIC 6" AND FASTEN @ 2' INTERVALS EXTEND WIRE MESH INTO TRENCH FABRIC ANCHORAGE TRENCH BACKFILL WITH TAMPED NATURAL SOIL NATURAL SOIL METAL STAKE OR WOOD POST OPTIONAL SUPPORT FENCE (WIRE MESH) FLOW 2' O . C . MAX . FL O W FL O W STAKE DETAIL INSTALLATION DETAIL 4 C5.01 SEDIMENT CONTROL LOG NOT TO SCALE SEDIMENT CONTROL LOG STAKE TO BE PLACED AT TOE OF SLOPE, BOTH SIDES WOOD STAKE DRIVEN AT 45°ANGLE BOTTOM OF SWALE WOOD STAKE TO PENETRATE NETTING MATERIAL ONLY SEDIMENT CONTROL LOG PLACE LOG IN A SHALLOW TRENCH 6" 6" 12" 6"24 5 3B 1 3A NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS SHALL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 6" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6. BLANKET SHALL BE STAPLED AS PER MANUFACTURER'S RECOMMENDATION. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 6" 2 C5.01 EROSION CONTROL BLANKET NOT TO SCALE 6 5'' 1' - 4 " 4' - 0 " 27" 4'-0" 16 " O . C . NOTE: BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT 7" VA R I A B L E 16 " M A X . CL FLOW FLOW SANITARY SEWER MANHOLE11 C5.01 NOT TO SCALE COVER SHALL BE STAMPED "SANITARY SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. PRECAST CONCRETE ECCENTRIC CONE STEPS - INSTALL ON DOWNSTREAM SIDE @ 16'' O.C. RUBBER GASKET - TYP AT ALL JOINTS SLOPE AT 2 IN./FT. (TYP) RUBBER BOOTRUBBER BOOT GROUT TO 1/2 PIPE INTEGRAL BASE SECTION SLOPE @ 2 IN./FT. (TYP) "RIM ELEVATION" 8' - 0 ' ' M I N I M U M 3'-0" 8' - 0 ' ' M I N . C O V E R C5.01 12 FIRE HYDRANT13 C5.01 NOT TO SCALE HYDRANT MARKER HYDRANT, HEIGHT VARIES FINISH GRADE TRAFFIC FLANGE 2" ABOVE GRADE REFER TO DETAIL 4" x 4" VERTICAL BLOCK 4" x 4" THRUST BLOCK 1 CU. YD. OF 3 4'' CLEAR WASHED STONE. COVER STONE WITH POLYETHYLENE. TEE 6" HYD. LEAD MECH. JOINTS 6" GATE VALVE 8" CONCRETE THRUST BLOCKS 23 4" TIE RODS NOTE: HYDRANT SHALL BE PLACED 5' FROM THE BACK OF CURB OR EDGE OF PAVEMENT. BEND CROSS TEE45° BEND WYE NOTES: 1.POUR CONCRETE THRUST BLOCKING AGAINST UNDISTURBED EARTH. 2.KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS, AND BOLTS. 3.BEARING AREAS IN THIS TABLE BASED ON TEST PRESSURE OF 150 PSI AND AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES OR SOIL BEARING PRESSURES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) * (200/SOIL BEARING STRESS) * (TABLE VALUE). PLUGGED CROSS PLUGGED CROSS PLUGGED TEE PLUG OR CAP NOMINAL FITTING SIZE (INCHES) TEE, WYE, PLUG, OR CAP 90° BEND, PLUGGED CROSS TEE PLUGGED ON RUN A1 A2 45° BEND 22.5° BEND 11.25° BEND 4 1.0 1.4 1.9 1.4 1.0 -- 6 2.1 3.0 4.3 3.0 1.6 1.0 - 10 5.9 8.4 11.8 8.4 4.6 2.6 1.2 12 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14 11.5 16.3 23.0 16.3 8.9 4.6 2.3 16 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18 19.0 27.0 38.0 27.0 14.6 7.6 3.6 20 23.5 33.3 47.0 33.3 18.1 9.4 4.7 24 34.0 48.0 68.0 48.0 26.2 13.6 6.8 8 3.8 5.3 7.6 5.4 2.9 1.5 1.0 THRUST BLOCK15 C5.01 NOT TO SCALE 1 4" PLYWOOD OVER FACE OF BOLTS A1 A2 UNDISTURBED SIDE OF TRENCH (TYP.) PIPE BEDDING (TYP.) 8" AS REQUIRED NOTE: ADJUST TOP TO 1 2" BELOW FINISH GRADE OF PAVEMENT OR 1'' BELOW FINISH GRADE OF TURFGRASS SET SO AS TO PROVIDE 12'' OF UPWARD ADJUSTMENT. GATE VALVE AND VALVE BOX12 C5.01 NOT TO SCALE COVER SHALL BE STAMPED WITH "WATER" FINISH GRADE VALVE BOX GATE VALVE REFER TO PLAN FOR SIZES WATERMAIN CONCRETE THRUST BLOCK WATERMAIN OFFSET16 C5.01 NOT TO SCALE PROPOSED / EXISTING SEWER - REFER TO PLAN FOR SIZES AND LOCATIONS ONE LENGTH OF PROPOSED WATERMAIN PIPE CENTERED AT CROSSING TRANSITION TO SPECIFIED DEPTH (TYP). INSTALL VERTICAL BENDS AS REQUIRED WATERMAIN SHALL HAVE 8' MINIMUM COVER 45 ° BEND (TYP) RESTRAINT AT EVERY JOINT 18 " M I N . 3"3" 3" 6" 3" MINIMUM UNDER TILE BURRITO WRAP TRENCH AND PEA ROCK WITH GEOTEXTILE FABRIC PEA ROCK AROUND TILE 6" DRAIN TILE - REFER TO PLAN FOR INVERT AND LOCATION. 5 C5.01 UNHEATED STRUCTURE SUBBASE NOT TO SCALE 6" SLAB AND 6" STABILIZED AGGREGATE BASE - VERIFY WITH MECHANICAL PLANS FINISH GRADE PREPARED SUBGRADE 5'-0"1 3 6' - 0 " SAND SUBBASE C5.02 15 PLAN VIEW SECTION A-A A A DISTURBED EARTH 2' MIN. 24 " M I N . 2' M I N . 2 1 14 C5.01 TEMPORARY DIVERSION BERM NOT TO SCALE C5.01 1 UNDISTURBED EARTH DISTURBED EARTH 2:1 SLOPE OR FLATTER 2:1 SLOPE OR FLATTER SILT FENCE SILT FENCE WHERE POSSIBLE, 10' UNDISTURBED EARTH UPHILL OF SILT FENCE 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DGE DAR C5.02 CIVIL DETAILS 2" 22 C5.02 LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE PAVEMENT LIMIT AS SHOWN ON PLAN 2" ASPHALT WEAR COURSE 6" STABILIZED AGGREGATE BASE 12" MIN. SUBGRADE PREPARATION PROVIDE 2% CROSS SLOPE (MAX., 1.5% MIN.) REFER TO GRADING PLAN FOR DIRECTION VARIES FLOW FLOW 6 1 CATCH BASIN7 C5.02 NOT TO SCALE "RIM ELEVATION" PRECAST COVER - 8" THICK STEPS - INSTALL ON DOWNSTREAM SIDE @ 16" O.C. RUBBER GASKET - TYP AT ALL JOINTS PRECAST CONCRETE SECTION GROUT SHELF AND CHANNELSBASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS STORM SEWER PIPE- REFER TO PLAN FOR LOCATION, INVERT, AND SIZES MIN. 2 AND MAX. 5 ADJUSTING RINGS. METAL SEWER CASTING - REFER TO PLAN FOR TYPE 27" 16 " O . C . VARIES - REFER TO PLANS 27" 4' - 0 " 5" MIN. 48 " FLOW FLOW 48'' SUMP MANHOLE9 C5.02 NOT TO SCALE COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. PRECAST CONCRETE ECCENTRIC CONE STEPS - INSTALL ON DOWNSTREAM SIDE @16'' O.C. PRECAST CONCRETE SECTION PROVIDE 4' SUMP PROVIDE FLEXIBLE JOINT TO CONNECTION - REFER TO SPECS RUBBER GASKET - TYP AT ALL JOINTS STORM SEWER PIPE - REFER TO PLAN FOR LOCATION, INVERT, AND SIZES "RIM ELEVATION" NOTE: BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH 16 " O . C . VARIES - REFER TO PLANS 27" 4' - 0 " VA R I A B L E 5" MIN. STORM SEWER MANHOLE4 C5.02 NOT TO SCALE COVER SHALL BE STAMPED "STORM SEWER" METAL SEWER CASTING - REFER TO PLAN FOR TYPE MIN. 2 AND MAX. 5 ADJUSTING RINGS. PRECAST CONCRETE ECCENTRIC CONE STEPS - INSTALL ON DOWNSTREAM SIDE @ 16'' O.C. RUBBER GASKET, TYP AT ALL JOINTS GROUT SHELF AND CHANNELS PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS PRECAST CONCRETE SECTION STORM SEWER PIPE - REFER TO PLAN FOR LOCATION, INVERT, AND SIZES "RIM ELEVATION" NOTE: BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH NOTES: 1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2.CONSTRUCT WITH CURBING MACHINE. 3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER 5' EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 12" 6" 712" 13 1 2" 12" 1 2 AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4" MIN.) 7" B-612 CURB AND GUTTER10 C5.02 NOT TO SCALE 1 2" RADIUS 3" RADIUS SLOPE 3/4" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF LOT / DRIVE (TIP OUT). SLOPE 3/4" PER FOOT TOWARDS CURB FACE ON LOW SIDE OF LOT / DRIVE (TIP BACK). 1 2" RADIUS 8" FACE OF CURB 1:3 3" RADIUS 6" 6" 12" 12" 12'-0" TAPER UNLESS OTHERWISE NOTED SLOPE TOP OF CURB DOWN TO GUTTER C5.02 10 B-612 CURB TERMINATOR12 C5.02 NOT TO SCALE GUTTER UNIFORM ELEVATION 12" 4" 7" 12"NOTES: 1.DIRECTION OF TRANSVERSE GUTTER SLOPE SHALL MATCH DIRECTION OF ADJACENT PAVEMENT SLOPE. 2.CONSTRUCT WITH CURBING MACHINE. 3.AT CURB INLET CATCH BASINS, ADJUST CASTING TO BE 1'' BELOW GUTTER GRADE. SLOPE GUTTER 5' ON EACH SIDE OF CATCH BASIN. PROVIDE POSITIVE DRAINAGE TO CATCH BASINS. 1 2 D-412 CURB & GUTTER13 C5.02 NOT TO SCALE SLOPE 3 4" PER FOOT TOWARDS PAVEMENT ON HIGH SIDE OF LOT / DRIVE (TIP OUT). SLOPE 3/4" PER FOOT TOWARDS CURB FACE ON LOW SIDE OF LOT / DRIVE (TIP BACK). FACE OF CURB 8" 4" 1 2" RADIUS AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR (4" MIN.) 10' T R A N S I T I O N C5.02 10 C5.02 13 CURB TRANSITION D-412 TO B-61214 C5.02 NOT TO SCALE PROVIDE EXPANSION JOINT AT ENDS OF TRANSITION (TYP.) 3'-0" 10 " 10 " 1' ' T Y P I C A L 3'-0" CONCRETE SLAB15 C5.02 NOT TO SCALE 5" CONCRETE SLAB 6" STABILIZED AGGREGATE BASE TO BE PLACED BY PAVING CONTRACTOR CURB THICKENED SLABPREPARED SUBGRADE 5" CONCRETE SLAB 6" STABILIZED AGGREGATE BASE THICKENED SLAB PREPARED SUBGRADE EXPANSION JOINT 12" LONG - #5 REBAR DOWEL SPACED 2'-6" TYP. REQUIRED AT COLD JOINTS ONLY EQUAL NOTES: 1.THE SLAB THAT THE CHILLER EQUIPMENT RESTS ON SHALL BE A SEPARATE POUR AND HAVE #4 REBAR SPACED AT 12" O.C. EACH WAY. TURFGRASS FLUSH WITH TOP OF WALK WALK WIDTH AS LABELED ON PLAN MI N . 4 " DE P T H C5.02 20 C5.02 21 C5.02 10 CONCRETE WALK16 C5.02 NOT TO SCALE ASPHALT PAVEMENT CONCRETE CURB AND GUTTER WALK FLUSH WITH TOP OF CURB AND PROVIDE TOOLED EDGE WITH EXPANSION JOINT 4" CONCRETE WALK MIN. 4" SAND BASE OR STABILIZED AGGREGATE BASE THICKENED TO BOTTOM OF CURB WHERE APPLICABLE PREPARED SUBGRADE PROVIDE 2% CROSS SLOPE (MAX.) UPHILL SIDE PROVIDE TOOLED EDGE (WITH EXPANSION JOINT AND CAULK SEALANT AT ALL STOOPS AND BUILDING AREAS) BUILDING WALL TREATMENT AT BUILDING TREATMENT AT DOWNHILL SIDE 1' ' TURFGRASS RECESSED 1" BELOW WALK SURFACE DOWNHILL SIDE 12" 2" MIN. PROVIDE 2% CROSS SLOPE (MAX) REFER TO GRADING PLAN FOR DIRECTIONDOWNHILL SIDE UPHILL SIDE 1' ' CONCRETE WALK17 C5.02 NOT TO SCALE WALK WIDTH AS LABELED ON PLAN 4" CONCRETE WALK 4" SAND BASE OR STABILIZED AGGREGATE BASE TURFGRASS FLUSH WITH TOP OF WALK PREPARED SUBGRADE TURFGRASS RECESSED 1" BELOW WALK SURFACE NOTE: PROVIDE EXPANSION JOINT AND CAULK SEALANT AT ALL WALK, BUILDING, AND STOOP JOINTS. FLOW 5 C5.02 BACKWATER VALVE NOT TO SCALE BACKWATER VALVE SOLVENT WELD BACKWATER VALVE TO DRAIN TILE PROVIDE FLEXIBLE JOINT 6" DRAIN TILE CONNECT DRAIN TILE TO STRUCTURE AT ELEVATION SHOWN ON THE DRAWING. GROUT SECURE TO STRUCTURE WALL. MINIMIZE STUB THROUGH WALL. STUB ONLY AS REQUIRED TO ALLOW BACKWATER VALVE TO BE CONNECTED TO DRAIN TILE. PROVIDE FLEXIBLE JOINT AT CONNECTION REFER TO PLAN FOR STRUCTURE TYPE NOTE: ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3' O.C. WITH PLASTIC ZIP-TIES (OR APPROVED EQUAL). SEWER 15" 11 1 2" 4" 6 C5.02 CLEANOUT ASSEMBLY NOT TO SCALE MCDONALD 74M "A" SERIES CAST IRON METER PIT FRAME AND COVER FITTING HUB WITH 4" THREADED PLUG. APPLY TEFLON THREAD TAPE, OR APPROVED EQUAL, OVER THREADS. FINISH GRADE LEAVE 24" OF EXCESS WIRE AT SURFACE TRACER WIRE 24" DIA. x 8" THICK CONCRETE SLAB POURED AROUND CASTING (FLUSH WITH FINISH GRADE) REFER TO PLAN FOR INVERT ELEVATION 6" DRAIN TILE SURGE BASIN2 C5.02 NOT TO SCALE NOTE: TIE LAST 3 JOINTS. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60° FROM TOP OR BOTTOM OF PIPE W L H R1 R R2 124 11 6'' 6'' FL O O R S L O P E 1 / 4 ' ' / F T 3''Ø WE E P H O L E PIPE DIA. 12'' 15'' 18'' 7'' 8 1/2'' 10'' 10'' 13 3/8'' 13 3/8'' R R1 R2 6'' 9'' 9'' WEIGHT 1640 3110 3110 12 2/4'' 15 3/4'' 36'' 51'' 51'' LW 48'' 15 3/4'' H 60'' 60'' PLAN A A 5'5' 5' 2' PIPE SIZE VARIES - REFER TO PLAN NOTE: GEOTEXTILE FABRIC REQUIRED UNDER RIP RAP B B SECTION A - A 1' - 0 ' ' MIRROR OPPOSITE SIDE 6'-0'' 10'-0'' 1' - 0 ' ' 6'-0'' 10'-0''4'-0'' C5.02 2 3 C5.02 RIPRAP AT SURGE BASIN NOT TO SCALE 18" DEPTH MIN. CLASS III RIPRAP (TYPICAL) 18" DEPTH MIN. CLASS III RIPRAP (TYPICAL) PIPE PIPE INVERT GEOTEXTILE FABRIC GEOTEXTILE FABRIC CONTINUOUS UNDER SURGE BASIN SURGE BASIN WEEP HOLES INFILTRATION AREA FINISH GRADE 18" DEPTH MIN. CLASS III RIPRAP (TYPICAL) INFILTRATION AREA FINISH GRADE GEOTEXTILE FABRIC CONTINUOUS UNDER SURGE BASIN SURGE BASIN WEEP HOLES 2 5'-8" 2 5'-8" A 4'-0 " MI N . 4' - 0 " M I N 4' - 0 " M I N 4'-0" UNLESS OTHERWISE NOTED ON PLAN 5'-8"5'-8" 2' - 0 " 6' - 0 " (6 " C U R B 4' - 0 " (4 " C U R B ) CONCRETE WALK A 6'-3" (6" CURB) 4'-2" (4" CURB) 4'-0" UNLESS OTHERWISE NOTED ON PLAN 6'-3" (6" CURB) 4'-2" (4" CURB) 1 6'-0" (6" CURB) 4'-0" (4" CURB)4'-0" 6'-3" (6" CURB & 0.08 FT./FT. SLOPE) 4'-2" (4" CURB & 0.08 FT./FT. SLOPE) 4'-0" 6'-3" (6" CURB & 0.08 FT./FT. SLOPE) 4'-2" (4" CURB & 0.08 FT./FT. SLOPE) 6" PEDESTRIAN CURB RAMP18 C5.02 NOT TO SCALE NOTES: 1.1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. 2.PROVIDE A PATH OF TRAVEL 4'-0'' WIDE BEHIND THE PEDESTRIAN RAMP. A RELATIVELY FLAT 4' X 4' LANDING WILL ALLOW WHEELCHAIRS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. PLAN VIEW SECTION VIEW ELEVATION VIEW C5.02 16 DISTURBED MINIMUM OUTER LIMITS OF CONCRETE WALK BACK OF CURB FRONT FACE OF CURB ROUND ALL SLOPED INTERSECTIONS0.08 FT./FT. SLOPE OF FLARED SIDE CURB OR, CURB AND GUTTER 0.083 FT./FT. OR FLATTER 0.02 FT./FT. MAX PROVIDE COARSE BROOM FINISH CONCRETE WALK 5'-0"20'-0" 5' - 0 " 6' - 0 " UN L E S S OT H E R W I S E NO T E D 4" NOTE: REFER TO GRADING AND DRAINAGE PLAN FOR LIMITS OF SAND SUBBASE 1 C5.02 SAND SUBBASE / DRAIN TILE AT DOORS & FROST FOOTED STOOPS NOT TO SCALE FINISH GRADE AT EDGE OF STOOP FINISH GRADE OF PAVEMENT ADJACENT TO FOOTED STOOP STOOP FOOTING - REFER TO STRUCTURAL DRAWINGS 6" DRAIN TILE (WHERE INDICATED ON DRAWINGS) - EXTEND TO STORM SEWER STRUCTURE WHERE INDICATED ON DRAWINGS SUBGRADE SOILS SAND SUBBASE C5.02 17 CRUSHED STONE LEVELING PAD (AS SPECIFIED) SUBSURFACE DRAIN - DAYLIGHT THROUGH WALL BOTTOM BLOCK AASHTO NO. 57 STONE TO EXTEND AT LEAST 12" BEHIND WALL TOP BLOCK MOVE BLOCKS FORWARD DURING INSTALLATION TO ENGAGE SHEAR KNOBS (TYPICAL)GRADE TO DRAIN SURFACE WATER AWAY FROM WALL - REFER TO GRADING PLAN SLOPE VARIES RETAINING WALL - PRECAST MODULAR BLOCK 19 C5.02 NOT TO SCALE C5.03 13 WELD FENCE POST TO SURFACE MOUNT PLATE. WELD AND GRIND JOINTS SMOOTH (TYP.) 12" 4' 12" 12" C5.02 13 D-412 CURB TERMINATOR11 C5.02 NOT TO SCALE 3"3" 3" SUBSURFACE DRAIN8 C5.02 NOT TO SCALE C5.02 10CURB AND GUTTER ASPHALT PAVEMENT SECTION REFER TO DETAIL 6" 3" MINIMUM UNDER TILE BURRITO WRAP TRENCH AND PEA ROCK WITH GEOTEXTILE FABRIC PEA ROCK AROUND TILE 6" DRAIN TILE - LENGTH OF INDIVIDUAL FINGER DRAIN SHALL BE 30' MINIMUM UNLESS NOTED OTHERWISE. C5.02 20 C5.02 21 9. 5 " 20 C5.02 MEDIUM DUTY ASPHALT PAVEMENT (WITH SAND BASE) NOT TO SCALE 1.5" ASPHALT WEAR COURSE TACK COAT 2" ASPHALT BINDER COURSE 6" STABILIZED AGGREGATE BASE 18" SAND SUBBASE 12" MIN. SUBGRADE PREPARATION 12 " 21 C5.02 HEAVY DUTY ASPHALT PAVEMENT (WITH SAND BASE) NOT TO SCALE 18" SAND SUBBASE 12" MIN. SUBGRADE PREPARATION 2" ASPHALT WEAR COURSE TACK COAT 2" ASPHALT BINDER COURSE 8" STABILIZED AGGREGATE BASE 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DGE DAR C5.03 CIVIL DETAILS 2" 66 " T O B O T T O M O F S I G N (M E A S U R E D F R O M P A R K I N G S U R F A C E ) 12" 18 " SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZED NOTE: SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL. 60 " T O B O T T O M O F "V A N - A C C E S S I B L E " SI G N W H E N P R E S E N T ACCESSIBLE PARKING SIGN AND POST WITH BREAKAWAY BASE 8 C5.03 NOT TO SCALE POST TOP METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 (MNMUTCD R7-8m) 2" X 2" 12 GAUGE SQUARE POST PER Mn/DOT 3402 PROVIDE "VAN-ACCESSIBLE" LABELING (MNMUTCD R7-8bP) - PROVIDE AT ONE STALL BREAKAWAY SIGN BASE BOLTED TO CONCRETE SURFACE 2" 66 " T O B O T T O M O F S I G N (M E A S U R E D F R O M P A R K I N G S U R F A C E ) 3' - 0 ' ' 12" 18 " SIGN: WHITE LEGEND AND BORDER ON BLUE BACKGROUND FULLY REFLECTORIZED NOTE: SIGN SHALL BE PLACED NOT MORE THAN 96" FROM FACE OR EDGE OF PAVEMENT AT THE ACCESSIBLE STALL. 60 " T O B O T T O M O F " V A N - A C C E S S I B L E " SI G N W H E N P R E S E N T ACCESSIBLE PARKING SIGN AND POST IN GRASS 9 C5.03 NOT TO SCALE POST TOP METAL SIGN ACCORDING TO MN STATE STATUTE 169.346 (MNMUTCD R7-8m) 31 2" FLANGED CHANNEL SIGN POST PER Mn/DOT 3401 PROVIDE "VAN-ACCESSIBLE" LABELING (MNMUTCD R7-8bP) - PROVIDE AT ONE STALL 2" 7' - 0 " - V E R I F Y WI T H L O C A L C O D E TRAFFIC SIGN AND POST WITH BREAKAWAY BASE 10 C5.03 NOT TO SCALE REFER TO PLAN FOR SPECIFIC SIGN METAL SIGN 2" x 2" 12 GAUGE SQUARE POST PER Mn/DOT 3402 BREAKAWAY SIGN BASE BOLTED TO CONCRETE SURFACE 2" 7' - 0 " - V E R I F Y WI T H L O C A L C O D E 3' - 0 ' ' TRAFFIC SIGN AND POST IN GRASS 11 C5.03 NOT TO SCALE POST TOP REFER TO PLAN FOR SPECIFIC SIGN METAL SIGN 31 2" FLANGED CHANNEL SIGN POST PER Mn/DOT 3401 HE I G H T V A R I E S R E F E R T O P L A N NOTES: 1. END, CORNER, AND PULL POSTS SHALL BE 4" LINE POSTS SHALL BE 27 8". 2. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE FABRIC UNLESS NOTED OTHERWISE. 3. LINE POSTS MAY BE AIR DRIVEN. 4. POST SPACING SHALL BE EVEN AND NOT EXCEED 10' O.C. 5. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2" ABOVE FINISH GRADE.6" CHAIN LINK FENCE14 C5.03 NOT TO SCALE 15 8" TOP RAIL CHAIN LINK FENCE 15 8" BOTTOM RAIL FINISH GRADE CONCRETE FOOTING 12" x 48" FOR END, CORNER, GATE, AND PULL POSTS 4' - 0 " 3' - 0 " 1' - 0 " 1'-6" C5.02 15 BOLLARD12 C5.03 NOT TO SCALE 5" PIPE CAP 2" WIDE BANDS OF REFLECTORIZED TAPE 10° SLOPE EXPANSION JOINT (TYP.) CONCRETE FOOTING 5'' SCH. 40 STEEL PIPE BOLLARD WITH ONE COAT OF PRIMER AND TWO COATS OF PAINT. COLOR SHALL BE SHERWIN WILLIAMS "SAFETY YELLOW" OR EQUAL. VERIFY COLOR WITH ARCHITECT FILL BOLLARD WITH CONCRETE 6" 3' - 6 " 5' - 0 " EQUAL EQUAL NOTES: 1.GATE SHALL BE LEVEL ACROSS DRIVE. ADJUST HEIGHT ABOVE CURB AS REQUIRED. 2.PROVIDE SHOP DRAWINGS OF GATE, HINGE POST AND KEEPER 3.FINISH ENTIRE GATE WITH PRIMER AND MIN. 2 COATS OF PAINT. MATCH EXISTING ON-SITE VEHICLE GATE COLOR. CONFIRM COLOR WITH ENGINEER / LANDSCAPE ARCHITECT 51 2" 71 4" 61 4" 11 2" 31 4" 11 2" 13'-3" TO CENTER OF POST (VERIFY) 6" 1' - 6 " GATE KEEPERGATE KEEPER PINGATE KEEPER PLAN 2" - 3" VEHICLE GATE15 C5.03 NOT TO SCALE 2"X3" STEEL RECT. TUBE FRAME 1" SQ. STEEL BRACING WELDED TO FRAME 6" SQ. STEEL POST FILLED W/ CONCRETE SEE NOTE 1 18" DIAM. CONCRETE FOOTINGS HOLE TO RECEIVE 1" STEEL PIN WELD1 2" STEEL PLATE 1 2" STEEL PLATE WELD WELD 3" SQ. STEEL POST FILLED W/ CONCRETE DETERMINE KEEPER PIN ELEVATION IN FIELD 15" DIAM. BY 4' DEEP CONCRETE FOOTINGS 17 C5.03 VEHICLE GATE LATCH16 C5.03 NOT TO SCALE LATCH IN OPEN POSITION LATCH IN CLOSED POSITION RECTANGULAR TUBE FRAME LATCH RECEIVER (ONE EACH SIDE OF LATCH) 11 2'' LONG HANDLE (ONE ON EACH SIDE OF LATCH) LATCH HINGE PROVIDE MECHANISM TO ALLOW GATE TO BE SECURED WITH PAD LOCK LATCH ARM (ONE ON EACH SIDE OF GATE) SECTION THROUGH PARABOLIC CORRUGATED POLYPROPYLENE CHAMBERS FILTRATION AREA: UGS 1 6 C5.03 NOT TO SCALE BOTTOM OF STONE = 967.00 CHAMBER INV. = 967.50 MINIMUM FINISH GRADE = 973.0 MAXIMUM FINISH GRADE = 977.0 IMPERMEABLE LINER AND GEOTEXTILE FABRIC. INSTALL PER MANUFACTURERS RECOMMENDATIONS PREPARED SUBGRADE PARABOLIC CHAMBER OPEN GRADED STONE24" SAND SUBBASE 6" DRAINTILE - REFER TO PLAN FOR INVERTS AND LOCATION REFER TO 31 23 33 FOR TESTING REQUIRED AT SAND SUBBASE BOTTOM OF SAND SUBBASE = 965.00 12" SIDE STONE 12" CHAMBER SPACING 51" 6" STONE COVER IMPERMEABLE LINER AND GEOTEXTILE FABRIC. INSTALL PER MANUFACTURERS RECOMMENDATIONS 6" STONE BASE VARIES REFER TO PLAN 1' - 0 " 4 C5.03 OVERFLOW SWALE NOT TO SCALE 4:1 SLOPE (TYP) ARTICULATING CONCRETE GROUND STABILIZATION BACKFILL ARTICULATING CONCRETE BLOCKS FLUSH WITH TOPSOIL. SEED TOPSOIL. FILTRATION AREA LIMITS AS SHOWN ON PLAN NOTE: SEE x OF xx / [Sheet#] FOR ENGINEERED SOIL MIXTURE 1 1 12 " M I N . 24 " M I N . 2 C5.03 FILTRATION AREA SECTION NOT TO SCALE 24 " M I N . CL A Y L I N E R FLAT BOTTOM UTILITY TRACER WIRE (TYPICAL) 6" DRAIN TILE WITH 3" MIN. PEA ROCK SURROUNDING, BURRITO WRAPPED IN GEOTEXTILE FABRIC - REFER TO PLAN FOR LOCATION AND INVERT STAKE STAKE GRASS 6" DEPTH TOPSOIL PLACE SEDIMENT CONTROL LOG AT EDGE OF INFILTRATION AREA - FULL PERIMETER, AND REMOVE ONCE ALL UPSLOPE AREAS ARE FULLY STABILIZED (PERMANENT STABILIZATION) LANDSCAPE EDGING (TYP) 3" DEPTH MIN. SHREDDED WOOD MULCH (MnDOT TYPE 6) PLANTS WITH MULCH FILTRATION AREA SOIL MIXTURE - SEE BELOW FILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING: 1.FILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BE PLACED AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES OUT OF THE PROPOSED FILTRATION AREA. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTION BEGINS AND SHALL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT. 2.DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENT MATERIAL QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION. STABILIZE EXPOSED SOIL AREAS WITHOUT DELAY. 3.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 4.INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK FOR PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT AND RAPID STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATION EVENT. TURF SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACE STAKES ALONG UPHILL SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH. 5.DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISK OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT STORMWATER AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH WOVEN GEOTEXTILE FABRIC OR IMPERMEABLE SHEETING. 6.FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TO DIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. DO NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL. USE EXCAVATOR BUCKET TO PLACE MATERIALS. CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING AND FINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND. 7.FILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND (WELL BLENDED MIXTURE OF 75% - 85% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 25% - 15% MN/DOT 3890 GRADE 2 LEAF LITTER COMPOST). THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES COMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL SHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES. 8.INSTALL PLANTINGS BY HAND. 9.INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL WELL ESTABLISHED. INCLUDE ALL WATERING COSTS IN THE BID. CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR WATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER TRUCK AS THE FORCE OF THE WATER WILL ADVERSELY AFFECT THE STORMWATER AREA SOILS. 10.REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT IS REQUIRED, FROM OUTSIDE THE PERIMETER OF THE FILTRATION AREAS. 3 C5.03 FILTRATION AREA NOTES NOT TO SCALE 4'-0" "RIM" ELEVATION = 966.70 21" PIPE OUT INV. = 960.50 STORM SEWER PIPE- REFER TO UTILITY PLANS FOR PIPE LENGTHS AND SLOPES. PROVIDE FLEXIBLE JOINT - REFER TO SPECS SECTION PLAN 1- 1 / 4 " GRATE DETAIL 4' INSIDE DIAM. PROVIDE 6-1/2" SS ANCHOR BOLTS W/CLIPS 1 1/2" x3/8" OUTER RING 1 1/2"x3/8" STEEL BARS @4" O.C. MAX EACH WAY 1/4"x1/4" STEEL BAR, WELD TO EACH MEMBER HOT-DIPPED GALVANIZED GRATE IN 2 SECTIONS BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION PROVIDE FLEXIBLE JOINT - REFER TO SPECS 4'-0" "RIM" ELEVATION = 966.70 PROVIDE FLEXIBLE JOINT - REFER TO SPECS 21" PIPE OUT INV. = 960.50 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 21" PIPE OUT INV. = 960.50 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS OUTLET CONTROL STRUCTURE OCS 2 (FILTRATION BASIN) 5 C5.03 NOT TO SCALE 6" DRAIN TILE IN INV. = 961.00 6" DRAIN TILE IN INV. = 961.00 6" PIPE IN INV. = 961.00 COVER SHALL BE STAMPED "STORM SEWER" "RIM ELEVATION" PRECAST COVER - 8" THICK MIN. 2 AND MAX. 5 ADJUSTING RINGS. METAL SEWER CASTING - REFER TO PLAN FOR TYPE 27" 4'-0" 0. 2 5 ' SU M P 18" PIPE OUT INV. = 964.68 STORM SEWER PIPE- REFER TO UTILITY PLANS FOR PIPE LENGTHS AND SLOPES PROVIDE FLEXIBLE JOINT - REFER TO SPECS 24" PIPE IN INV. = 967.80 SECTION PLAN 4' INSIDE DIAM. BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION PROVIDE FLEXIBLE JOINT - REFER TO SPECS WEIR INV. = 969.00 4'-0" 0. 2 5 ' SU M P PROVIDE FLEXIBLE JOINT - REFER TO SPECS 18" PIPE OUT INV. = 964.68 BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH PRECAST CONCRETE SECTION WEIR INV. = 969.00 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 24" PIPE IN INV. = 967.80 WEIR INV. = 969.00 18" PIPE OUT INV. = 964.68 PROVIDE FLEXIBLE JOINT AT CONNECTION - REFER TO SPECS 24" PIPE IN INV. = 967.80 OUTLET CONTROL STRUCTURE OCS 1 (UGS) 7 C5.03 NOT TO SCALE 6" DRAIN TILE IN INV. = 964.68 6" DRAIN TILE IN INV. = 964.68 6" PIPE IN INV. = 964.68 NOTES: 1. VERIFY ELEVATIONS IN FIELD. 2. PROVIDE SHOP DRAWINGS SIGNED BY REGISTERED STRUCTUAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 3. RAILING SHALL RECEIVE 2 COATS OF PRIMER AND 2 COATS OF FINISH COLOR (BLACK) AS APPROVED BY LANDSCAPE ARCHITECT. SECTION ELEVATION 7'-11" 3" TYP. 3 3 4" O.C. 1 1 2" X 1 7 8" RIBBED CHANNEL RAIL BRACKETS 3 4" SQ PICKET 3" SQ POST 5 1 2" 3' - 9 1 4" 4' - 0 3 4" DECORATIVE METAL FENCE - TYPE I13 C5.03 NOT TO SCALE 5" 8"5" 8" 1.5" TYP EDGE DIST. 1 4" PL1/4X8X0'-8" W/ (4)-3/4" DIA. TITEN HD ANCHOR, 6" EMBEDMENT FENCE POST SUPPORT DETAIL SURFACE MOUNT (TYP.) WELD FENCE POST TO SURFACE MOUNT PLATE. WELD AND GRIND JOINTS SMOOTH (TYP.) 1 C5.03 PAVEMENT RECLAIM / REPAVE NOT TO SCALE 1.5" ASPHALT BINDER COURSE (MEDIUM DUTY) 2.5" ASPHALT BINDER COURSE (HEAVY DUTY) TACK COAT 1.5" ASPHALT WEAR COURSE (MEDIUM DUTY) 1.5" ASPHALT WEAR COURSE (HEAVY DUTY) PROVIDE POSITIVE DRAINAGE AWAY FROM ADJACENT PAVEMENT AREAS, BUILDING, EXISTING CURBING, AND OTHER EDGE CONDITIONS. REMOVE AGGREGATE AS REQUIRED TO ACCOMPLISH PROPOSED GRADES. IF MORE THAN 1/2 OF THE RECLAIMED MATERIAL IS REQUIRED TO BE REMOVED TO ACCOMPLISH PROPOSED GRADES, STRIP FULL DEPTH OF RECLAIM MATERIAL TO EXPOSE SUBGRADE. REMOVE SUBGRADE SOILS TO A DEPTH THAT ALLOWS FOR THE FULL AGGREGATE BASE SECTION TO BE CONSTRUCTED. RECLAIM EXISTING PAVEMENT TO 2" BELOW BOTTOM OF EXISTING PAVEMENT EXISTING SUBGRADE EXISTING STABILIZED AGGREGATE BASE RECLAIMED STABILIZED AGGREGATE BASE NOTE: PROVIDE ONE SWING STOP FOR EACH GATE POST. PROVIDE ADEQUATE LENGTH SUCH THAT GATE SWING IS STOPPED AT 90° ANGLE1" M I N I M U M 42 " 10" C5.03 15 VEHICLE GATE SWING STOP17 C5.03 NOT TO SCALE WELD SWING STOP TO HINGE PLATE (TYP) GATE POST WELD SWING STOP TO GATE POST VEHICLE GATE ARM SWING STOP VEHICLE GATE ARM HINGE GATE POST1 2" THICK STEEL ANGLE PROVIDE ADEQUATE SPACE TO ALLOW GATE TO SWING TO OPEN POSITION HINGE PLATE HINGE PIN PICKET PICKET LAYOUT ℄72" STANDARD 2" T Y P G R A D E G A P FE N C E H E I G H T P E R P L A N S 4 - 3 8" 5" 0.017 THICK 80,000 PSI 1 - 1 4" N O M I N A L 18 C5.03 DECORATIVE METAL FENCE - TYPE II NOT TO SCALE 18'' X 48'' FOOTING FOR ALL POSTS PANIC BAR EXITING DEVICE TOUCH BAR POST BOLT KEEPER LATCH LOCK CASE COVER PANIC HARDWARE19 C5.03 NOT TO SCALE 10 1 2" 5" 6" 1" 1'-5" 2'-10" 1'-5" 7'-0" 8" 8" 20 C5.03 PARKING CURB NOT TO SCALE 5 8" x 17" REINFORCEMENT PINS PARKING CURB PANIC BAR PLATE PER MANUFACTURER'S INSTRUCTIONS ST-2 SG: 69.2 TF: 68.6 (FIELD VERIFY) SG: 69.2 TF: 68.6 (FIELD VERIFY) SG: 64.0 SG: 64.0 SG: 64.0 SG: 64.0 SG: 64.0 SG: 69.2SG: 69.2 3.00' EDGE OF EX. FOOTING (FIELD VERIFY) SG: 69.2 TF: 68.6 (FIELD VERIFY) SG: 69.2 TF: 68.6 (FIELD VERIFY) SG: 69.2 TF: 68.6 (FIELD VERIFY) SG: 69.2 TF: 68.6 (FIELD VERIFY) >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> 70.0 69.9 69.5 69.4 69.9 69.9 69.0 69.4 69.2 69.5 69.0SG: TOP OF SUBGRADE ELEVATION TF: TOP OF FOOTING ELEVATION >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > 73.7 73.6 73.7 TW 73.7 BW 73.7 73.5 73.0 CONCRETE (17/C5.02) TO BE EXTENDED AND FENCE TO SHIFT NORTH 10.0'. FENCE CONCRETE LIMITS FFE: 970.00 TOP OF EX. FOOTING: 968.60 (FIELD VERIFY) BOTTOM OF SAND BASE: 969.2 EXISTING BUILDING FOOTINGDOORS - REFER TO ARCHITECTURAL PLANS 6" DRAIN TILE (WHERE INDICATED ON DRAWINGS) - EXTEND TO STORM SEWER STRUCTURE WHERE INDICATED ON DRAWINGS SUBGRADE SOILS SAND SUBBASE BUILDING WALL - REFER TO ARCHITECTURAL PLANS 3.0' (FIELD VERIFY) 1.00' 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 MM/DD/YYYY Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DGE DAR C5.04 CIVIL DETAILS SAND SUBBASE / DRAINTILE AT SOUTH EAST DOORS AND FROST FOOTED STOOPS1 C5.04 NOT TO SCALE SAND SUBBASE / DRAINTILE AT SOUTH EAST DOORS AND FROST FOOTED STOOPS2 C5.04 1" = 5' ALTERNATE 1 - FINISHING AND GRADING PLAN3 C5.04 1" = 5' REFER TO STRUCTURAL PLANS - 12/S5.202 X X X X X PROPOSED BUILDING ADDITION T B B C17 C18 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 ST-1 ST-21 ST-2 ST-20 ST-3 ST-7 ST-6 ST-8 ST-9 ST-5 ST-4 ST-19 ST-18 ST-22 ST-10 ST-11 ST-12 SB-1 ST-16 ST-14ST-15 ST-17 ST-24 ST-23 B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PARKING 10 FT CHAIN LINK FENCE G R A V E L G R A V E L S A N D S A N D S A N D WATER ELEVATION=939.9 AUGUST 16, 2024 G R A V E L G R A V E L 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 5 F T C H A I N L I N K F E N C E 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 5 F T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BIT U M I N O U S BIT U M I N O U S BIT U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BIT BIT CONC CONC CONC CONC CONC C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE CONCRETE CONC CONC CONCRETE CO N C R E T E C O N C R E T E CON C CONC CONC CONC 20 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE ON CONC 12 FT CHAIN LINK FENCE 8 FT WOOD FENCE BE N C H BENCH CONC WALL KEYSTONE WALL RIPRAP RIPRAP EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS T R E E S RUBBER MAT RUBBER MAT RU B B E R M A T RU B B E R M A T RUB B E R M A T R U B B E R M A T RU B B E R M A T RU B B E R M A T RU B B E R M A T O N B I T U M I N O U S KEYSTONE WALL KEYSTONE WALL SAND SAND SAND SAND KEYSTONE WALLME T A L S T E P S ME T A L S T E P S ME T A L R A M P ME T A L R A M P CO N C B L E A C H E R S B L E A C H E R S BRICK WALLS BRICK WALLS LA LA 18 17 16 19 20 21 2223 24 25 2627 28 29 30 1 2 LA LA LA CONC CONCRETE CONCRETE B I T U M I N O U S B I T U M I N O U S KE Y S T O N E W A L L KE Y S T O N E W A L L CONCRETE CO N C R E T E GA S GA S GA S GA S GA S GA S GAS CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 6 FT CHAIN LINK FENCE ON CONC PR E S S B O X A B O V E DB DB DB KEYSTONE WALL CORNER FALLS ON WALL PI P E L I N E E A S E M E N T P E R D O C . N O . 10 0 3 4 8 7 , I N F A V O R O F W I L L I A M S P I P E LI N E C O . 75 38 10 10 10 10 10 65 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 40 40 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 20 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R HI G H S C H O O L F O U R A D D I T I O N & H I G H SC H O O L F O U R 2 N D A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINOU S DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 SO U T H 4 2 5 . 7 2 WEST 119.93 S O U T H 4 4 1 . 0 2 SO U T H 4 4 1 . 0 2 WEST 119.98 S O U T H 2 4 7 . 4 2 WEST 267.76 SO U T H 5 1 1 . 9 9 S O U T H 5 1 1 . 9 9 WEST 396.96 S O U T H 3 6 7 . 8 1 N 0 ° 0 6 ' 4 5 " W 2 7 4 . 1 1 WEST 433.36 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 8 FT CHAIN LINK FENCE WEST 206.50 L= 2 1 4 . 8 2 R = 1 0 4 0 . 0 0 Δ= 1 1 ° 5 0 ' 0 5 " C. B R G . = N 6 ° 1 5 ' 3 9 " E WEST 433.36 MA T C H L I N E ( S E E S H E E T 1 ) S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E GR A S S GR A S S GR A S S GR A S S WETLAND FLAGS (SEE GENERAL NOTE #2)W E T L A N D W E T L A N D EV E R G R E E N T R E E S EV E R G R E E N T R E E S 3 4 5 6 7 8 9 10 11 12 13 14 15 B I T U M I N O U S GAS B I T U M I N O U S SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAIN L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE CANOPY CONCRETE CANOPY AND PICNIC TABLE CANOPY AND PICNIC TABLE 6 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE6 FT CHAIN LINK FENCE ED G E O F C O N C R E T E ED G E O F C O N C R E T E BI T . EDGE OF BITUMIN O U S CONCRETE C O N C R E T E CONCRETE RUBBER MAT CONCRETE E D G E O F B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 4 F T C H A I N L I N K FE N C E70.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 WEST 250.45 NO R T H 2 4 6 . 0 7N45°00'00"W 106.07WEST 187.35 SO U T H 2 5 6 . 1 4 EAST 112.05 SO U T H 1 9 7 . 8 2 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 S89°51'19"E 819.56 S0 ° 0 5 ' 3 1 " W 3 5 0 . 0 0 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 WATER ELEVATION=939.9 AUGUST 16, 2024 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 GA S ( P ) C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S RUBBER MAT ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 10" MPL 8" MPL 8" MPL 23" POP 26" POP 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 10" ASH 11" ASH 6" BAS 9" BAS 9" BAS ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 6" TR 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 8" MPL 2" MPL 13" TR13" TR 15" LIND 24" LIND 15" LIND 24" LIND AIS I I S S > > > S > S > > S > > > >> > > D D D >> D >> D D D >> D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>> D D D D D D >> >>>> >> >> >> >> D D D D D D D >> >>>>>>>> D I D D D >>>>>> >> >> DD >> D (13) CE (3) CEOC (2) GYDE (3) ACSB (2) CEOC (3) SYRI (30) CC (2) QURU (3) TICG (2) BEPO (11) CE (3) TB (16) AH (2) TICG 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2.REFER TO SWPPP NARRATIVE, SHEET C2.05, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 3.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 4.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 5.WHERE NEW SOD MEETS EXISTING SOD, CUT A CLEAN, SHARP EDGE TO ALLOW FOR A CONSISTENT, UNIFORM, AND STRAIGHT JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS. JAGGED OR UNEVEN JOINTS WILL NOT BE ACCEPTED. REMOVE TOPSOIL AT THE JOINT BETWEEN NEW SOD AND EXISTING TURFGRASS, AS REQUIRED, TO ALLOW NEW SOD SURFACE TO BE FLUSH WITH EXISTING TURFGRASS SURFACE. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD L1.00 LANDSCAPING PLAN OVERALL REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LANDSCAPE ROCK BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 R FEETSCALE 0 HORZ. 100 200 For individual lot development for commercial, industrial, and institutional uses, 10% of the total number of diameter inches of significant trees removed must be replaced with caliper inches within the subject lot. Trees replaced under this requirement may be used to satisfy part of the landscape requirement for the lot; CALCULATIONS: REMOVED TREE COUNT: 40 REMOVED TREE TOTAL CALIPER INCHES: 356" TOTAL CALIPER INCHES TO BE REPLACED: 36" REPLACEMENT TREE COUNT: 32 AT 2.0" CALIPER: 64" TOTAL 119 AT 2.5" CALIPER: 297.5" TOTAL REPLACEMENT TREE TOTAL CALIPER INCHES: 361.5" TREE REPLACEMENT - CITY ORDINANCE 152.42 X X X X X X X X X X X X X X X X X X PROPOSED BUILDING ADDITION 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T B B B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 NO PARKING NO PARKING BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C BRICK WALLS 1 2 FO L FO L FO L S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E 3 4 5 6 7 8 UGC GASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S UGCUGCUGCUGCUGC U G C B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S LA LA LA LA CONC. PLANTERS CON C R E T E N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 C O N C R E T E C O N C R E T E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LIND II I I I I I I I I I S S > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >>>> >> >>>> > > > > > > >> > > >> D >> >> >> >> >>>> D D >> >> D D D >>>>>> >> D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>> D D D D >> >>>>>>>>>> >>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D D D D D D >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> D I I I >>>> >>>> > > >> >> > > >> >> >> >> >>>> >> >> >> > > >> > > >>>> >> >> >> >> >> >> >> >> >> >>>> >> >> >>>>>>>> >> >> >> > > >> >> >> >> >>>> > > > > >>>> >> >> >> >> >> >> > > > > > > >>>> >> >> >>>>>>>> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> DD >>>>>>>> >> >> D >> >> >>>>>> > > >> >> >> >> >> >>>> >> >> >> >> >> RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. UNABLE TO PLANT TREES DUE TO UNDERGROUND UTILITY CONFLICTS. UNABLE TO PLANT TREES DUE TO UNDERGROUND UTILITY CONFLICTS. (13) CE (3) CEOC (2) GYDE (3) ACSB (2) CEOC (3) SYRI (30) CC (2) QURU (3) TICG (2) BEPO (11) CE (3) TB (16) AH (2) TICG 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD R FEETSCALE 0 HORZ. 30 60 L1.01 LANDSCAPING PLAN NORTH 1.1. REFER TO SHEET L1.00, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. NOTES REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 5 L3.01 ORNAMENTAL GRASSES 347 <3` H SHRUBS 96 PERENNIALS 237 ADDITIONAL CONCEPT PLANTS SCHEDULE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 2 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACSB 8 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACFA 2 ACER X FREEMANII 'AF#1'FIREFALL™ FREEMAN MAPLE 2.5" CAL.B&B ACFJ 1 ACER X FREEMANII 'JEFFERSRED'AUTUMN BLAZE® FREEMAN MAPLE 2.5" CAL.B&B BENI 3 BETULA NIGRA RIVER BIRCH 2.5" CAL.B&B BEPO 4 BETULA POPULIFOLIA 'WHITESPIRE'WHITESPIRE BIRCH 2.5" CAL.B&B CEOC 5 CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL.B&B GIBP 5 GINKGO BILOBA 'THE PRESIDENT'PRESIDENTIAL GOLD® MAIDENHAIR TREE2.5" CAL.B&B GTIS 2 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'SKYLINE® HONEY LOCUST 2.5" CAL.B&B GYDE 4 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE 2.5" CAL.B&B OSVI 4 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B POTR 3 POPULUS TREMULOIDES QUAKING ASPEN 2.5" CAL.B&B QUAL 2 QUERCUS ALBA WHITE OAK 2.5" CAL.B&B QUEL 3 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK 2.5" CAL.B&B QUMA 2 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B QURU 3 QUERCUS RUBRA RED OAK 2.5" CAL.B&B SAPC 2 SALIX X 'PRAIRIE CASCADE'PRAIRIE CASCADE WILLOW 2.5" CAL.B&B TIAB 2 TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDEN 2.5" CAL.B&B TIAM 2 TILIA AMERICANA 'MCKSENTRY'AMERICAN SENTRY® LINDEN 2.5" CAL.B&B TICG 8 TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN 2.5" CAL.B&B ULAS 2 ULMUS AMERICANA 'ST. CROIX'FIRST EDITIONS® ST CROIX™ AMERICAN ELM2.5" CAL.B&B ORNAMENTAL TREES AGAB 15 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY2" CAL.B&B SYRE 1 SYRINGA RETICULATA JAPANESE TREE LILAC 2" CAL.B&B SYRI 14 SYRINGA RETICULATA `IVORY SILK`IVORY SILK TREE LILAC CLUMP 6` HT.B&B CONIFERS JUVI 6 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6` HT.B&B PIAB 14 PICEA ABIES NORWAY SPRUCE 6` HT.B&B PICE 4 PINUS CEMBRA SWISS STONE PINE 6` HT.B&B PINI 6 PINUS NIGRA AUSTRIAN PINE 6` HT.B&B PIPO 10 PINUS PONDEROSA PONDEROSA PINE 6` HT.B&B PIRE 7 PINUS RESINOSA NORWAY PINE 6` HT.B&B PISY 4 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B THOC 6 THUJA OCCIDENTALIS AMERICAN ARBORVITAE 6` HT.B&B SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AH 16 AMELANCHIER HUMILIS LOW SERVICEBERRY #5 CONT. AM2 70 ARONIA MELANOCARPA 'MORTON'IROQUOIS BEAUTY™ BLACK CHOKEBERRY48 - 60" SPR.#5 CONT. AM 32 ARONIA MELANOCARPA ELATA BLACK CHOKEBERRY #5 CONT. CC 60 CLETHRA ALNIFOLIA 'CRYSTALINA'SUGARTINA® SUMMERSWEET 24 - 30" SPR.#5 CONT. CA 20 CORNUS AMOMUM SILKY DOGWOOD #5 CONT. CR 18 CORNUS SERICEA RED TWIG DOGWOOD #5 CONT. TB 3 THUJA OCCIDENTALIS 'BAIL JOHN'TECHNITO® ARBORVITAE N.A.6' HT.B&B ORNAMENTAL GRASSES AN 27 ANTHOXANTHUM HIRTUM SWEETGRASS #1 CONT. CE 24 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER GRASS #1 CONT. PV 55 PANICUM VIRGATUM SWITCH GRASS #1 CONT. SL 41 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM #1 CONT. SH 148 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT. PERENNIALS AI 19 ASCLEPIAS INCARNATA SWAMP MILKWEED #1 CONT. BA 60 BOLTONIA ASTEROIDES FALSE ASTER #1 CONT. EP 26 EUTROCHIUM PURPUREUM SWEET JOE PYE WEED #1 CONT. RG 24 RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM'GOLDSTURM CONEFLOWER #1 CONT. SR 28 SOLIDAGO RIGIDA STIFF GOLDENROD #1 CONT. ZA 35 ZIZIA AUREA GOLDEN ALEXANDER #1 CONT. PLANT SCHEDULE WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E CON C CONC CONC CONC RUB B E R M A T R U B B E R M A T KEYSTONE WALL KEYSTONE WALL TOP= INV= SAN TOP= INV= SAN 960.2 950.7 BRICK WALLS LA 28 29 30 1 TOP= INV= SAN 962.8 949.4 B I T U M I N O U S GA S GA S GA S GA S 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) 8" P V C S A N S ( P ) 8"PVC S A N S ( P ) CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E DB DB DB KEYSTONE WALL MA T C H L I N E ( S E E S H E E T 1 ) S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES GA S ( P ) GR A S S GR A S S GR A S S GR A S S SYNTHETIC TURF TOP= INV= SAN 968.7 959.8 G R A S S G R A S S CONCRETEBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E B I T U M I N O U S CANOPY C O N C R E T E 10"DIP W (P) 8" D I P W ( P ) 6"DIP W(P) 8" D I P W ( P ) 24"DIP W (P) 10 " D I P W ( P ) 24"DIPW (P)24"DIPW (P) 4"IRRIGATION (P) 4"IRRIGATION (P) 4" I R R I G A T I O N ( P ) C O N C R E T E 4"IRRIGATION (P) 4" I R R I G A T I O N ( P ) ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR S > > S > > > > > S > > > > > > > > > S > > > > > > > > > > > RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD R FEETSCALE 0 HORZ. 30 60 L1.02 LANDSCAPING PLAN CENTRAL NOTES REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 1.1. REFER TO SHEET L1.00, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 5 L3.01 ST-1 WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 BI T U M I N O U S C O N C R E T E CONCRETE CO N C R E T E CON C BRICK WALLS BRICK WALLS LA 18 17 16 19 1 2 LA LA LA CONCRETE DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINO U S SO U T H 4 2 5 . 7 2 EV E R G R E E N T R E E S EV E R G R E E N T R E E S 6 7 8 9 10 11 12 13 14 15 GASGASGASGAS UG C UGCUGCUGC GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAI N L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL70.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" ARB 4" CRAB2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 10" MPL 8" MPL 8" MPL EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 9" LOC 11" LOC 9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 8" MPL 2" MPL 15" LIND 24" LIND 15" LIND 24" LIND AIS >> >>>> > > > > >> D >> >> >> >>>> >> >> >> >> D >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D D >>>>>>>>>>D >>>> >>>> > > >> >> > > >> >> >> >> >>>> >> >> >> > >>> D D >> D RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. (2) QURU (3) TB (2) TICG 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD R FEETSCALE 0 HORZ. 30 60 L1.03 LANDSCAPING PLAN EAST NOTES REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 1.1. REFER TO SHEET L1.00, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 5 L3.01 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 5 F T C H A I N L I N K F E N C E 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 5 F T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS TOP= INV= SAN 960.2 950.7 TOP= INV= SAN 960.6 948.5 TOP= INV= SAN 962.8 949.4 FO L FO L FO L 8"PVC SANS (P) 8" P V C S A N S ( P ) GA S GAS 8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P)8"PVC SANS (P) DB CORNER FALLS ON WALL 38 10 10 10 10 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 WEST 267.76 SO U T H 5 1 1 . 9 9 S O U T H 5 1 1 . 9 9 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 8 FT CHAIN LINK FENCE WEST 206.50 N 0 ° 2 0 ' 3 6 " DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DAKOTA ELECTRIC PRIMARY ELECTRIC LINE PER SKETCH (NOT FIELD VERIFIED-APPROXIMATE LOCATION) DA K O T A E L E C T R I C P R I M A R Y E L E C T R I C LIN E P E R S K E T C H ( N O T F I E L D VER I F I E D - A P P R O X I M A T E L O C A T I O N ) DAKOTA ELECTRIC PRIMARY ELECTRIC LINE PER SKETCH (NOT FIELD VERIFIED-APPROXIMATE LOCATION) G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S UGC U G C U G C CANOPY CONCRETE CANOPY AND PICNIC TABLE 6 FT CHAIN LINK FENCE6 FT CHAIN LINK FENCE ED G E O F C O N C R E T E ED G E O F C O N C R E T E BI T . EDGE O F BITUMI N O U S CONCRETE E D G E O F B I T U M I N O U S 4 F T C H A I N L I N K FE N C E 24"DIP W (P)W (P)W (P) 20"W ( P ) 20 " W ( P ) 24"DIPW (P) 20 " W ( P ) 2"IRRIGATION (P) 4" I R R I G A T I O N ( P ) 4" I R R I G A T I O N ( P ) 2"IRRIG A T I O N ( P ) 4" I R R I G A T I O N ( P ) 4" I R R I G A T I O N ( P ) ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - CENTRAL MATCHLINE - SOUTH ETR ETR ETR ETR 4" MPL 33" TR S RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. RESTORE ALL DISTURBED AREAS OUTSIDE OF GRADING LIMITS. DO NOT ENTER CITY'S PROPERTY WITHOUT PRIOR WRITTEN APPROVAL NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD R FEETSCALE 0 HORZ. 30 60 L1.04 LANDSCAPING PLAN SOUTH REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING PROPOSED SHRUB / MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.01 1.1. REFER TO SHEET L1.00, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 5 L3.01 X X X X X X X X X X X X X X X X X X PROPOSED BUILDING ADDITION 20' PARKING SETBACK 50' BUILDING SETBACK 20 ' P A R K I N G S E T B A C K 50 ' B U I L D I N G S E T B A C K T B B B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 NO PARKING NO PARKING BI T U M I N O U S BI T U M I N O U S B I T U M I N O U S B I T U M I N O U S C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CON C 1 2 FO L FO L FO L FOL MATCH LINE (SEE SHEET 2) S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 GA S ( P ) C O N C R E T E 3 4 5 6 7 8 UGC GASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S UGCUGCUGCUGCUGC U G C B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASSGR A S S LA LA LA LA CON C R E T E S89°51'19"E 819.56 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 CONCRETE CO N C R E T E C O N C R E T E C O N C R E T E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MA T C H L I N E - N O R T H MA T C H L I N E - E A S T 3" AR B 3" A R B 3" ARB 10" BAS 2-4" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 5" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR 15" LIND II I I I I I I I I I S S D D D D D D D D D D D D D D D D D D D I I I DD D POC3 POC4 POC2 REPAIR AND/OR REPLACE EXISTING IRRIGATION AS NECESSARY TIE NEW IRRIGATION INTO EXISTING 2" PVC IRRIGATION LOOP. TIE NEW IRRIGATION INTO EXISTING 2" PVC IRRIGATION LOOP. TIE NEW IRRIGATION INTO EXISTING 2" PVC IRRIGATION LOOP. 4.0 4.04.02.0 2.0 2.02.0 2.0 2.0 2.02.0 1.5 1.5 1.51.5 1" 1"11 2" 1" 11 4" 1" 3.03.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.0 1.0 1.0 1.0 1" 11 4" 1" 2.0 2.0 2.0 2.0 2.0 1.01.0 1.0 0.75 0.75 1.5 1" 4" 4.0 4.0 4.0 4.04" 1" 4" 1212 1212 121212 121212 2" 1" 11 4" 1" 1" 11 4" 1" 4.0 2.0 2.0 2.02.0 1.0 1.01.0 2.02.02.02.02.0 2.02.02.02.02.0 4.04.04.04.04.0 12 12 12 12 12 12 12 12 15 12 12 12 12 12 15 11 4"1" 1" 1"1" 1" 11 2" 1"2" 4"4.0 4.04.0 2.01.0 1.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 11 4" 1" 1" 1" 1" 1" 1" 11 4"11 4" 11 2" 4" 1"11 4" 1"11 4" 11 4" 11 4" 2" 2" 1" 11 4"11 4"1" 2" 1" 11 4" 1"11 4"11 4" 2" 1"1" 1" 11 2" 1"1"11 4" 11 4"11 4" 2" 1"11 4"1"11 4" 2" 1" 11 4" 1" TIE NEW IRRIGATION INTO EXISTING 2" PVC MAINLINE. 12 12 12 12 12 12 12 12 1" 2" 1.51.5 3.03.0 3.0 3.0 3.0 3.0 3.0 1.5 3.0 1.5 3.0 1" 4" 1515 15 15 1515151515151515 1515151515 11 2" 1" 1" 1" 11 4"11 2" 1" 15 15 1" 1" 4" 4" 1515 1515 151515 1515151212 12 1515 1515 15 15 15 15 15 1" 1" 11 4"1" 12 12 12 4" 2" 2.0 4.0 4.0 4.0 2.0 6.0 2.0 2.0 2.0 4.0 4.0 4.0 4.0 1" 11 2" 1" 1"11 4" 1" 1 2 31" 4 5 11 2" 6 7 8 9 10 11 12 13 1415161718192021 22 23 24 25 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 MM/DD/YYYY 1" = 30' RWK RWK R FEETSCALE 0 HORZ. 30 60 L2.01 IRRIGATION PLAN NORTH 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN NORTH, FOR GENERAL NOTES. 2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING. 3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION. 4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE. BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE. 5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL. 6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-70 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY PRESSURE DIFFERS. 7.WATER SUPPLY IS LOCATED AT THE PROPOSED 3" CAPPED FLANGE INSIDE THE MECHANICAL ROOM. 8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION. 9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21. 10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26. 11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7 PRESSURE RATED PIPE. 12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26. 13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION. 14.USE TEFLON TAPE ON ALL THREADED JOINTS. 15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED GRADE. 16.PLACE ALL VALVES IN SERVICE BOXES. 17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 1 2" BELOW FINISH GRADE OR 1 2" BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS. 18.MAIN LINE PIPING 3" AND LARGER SHALL HAVE THRUST BLOCKING AT ALL ELL'S, TEE'S, AND WYE'S. 19.MAIN LINE PIPING 4" AND LARGER SHALL USE JOINT RESTRAINTS. 20.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 21.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL FOLLOWING IRRIGATION SYSTEM COMPLETION. 22.COORDINATE INSTALLATION OF IRRIGATION SLEEVES UNDER PAVEMENTS PRIOR TO PAVEMENT INSTALLATION. NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. HUNTER I-25 - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD PGA - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE 3IN. BRASS MASTER VALVE IRRITROL TOTAL CONTROL - CONTROLLER LINE SURGE PROTECTION RAIN SENSOR 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 25.21 28.0 0.47 in/h 2 RAIN BIRD PGA GLOBE 1"TURF ROTOR 15.9 27.6 0.63 in/h 3 RAIN BIRD PGA GLOBE 1"TURF SPRAY 8.09 35.9 1.67 in/h 4 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 32.12 28.9 0.62 in/h 5 RAIN BIRD PGA GLOBE 1"TURF ROTARY 18.72 47.2 0.82 in/h 6 RAIN BIRD PGA GLOBE 1-1/2"TURF SPRAY 34.4 33.7 2.06 in/h 7 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTARY 43.25 50.1 0.87 in/h 8 RAIN BIRD PGA GLOBE 1"TURF ROTARY 6.91 50.7 1.06 in/h 9 RAIN BIRD PGA GLOBE 1"TURF ROTOR 11.88 27.4 1.87 in/h 10 RAIN BIRD PGA GLOBE 1"TURF ROTOR 11.45 27.5 0.71 in/h 11 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 23.77 29.2 0.96 in/h 12 RAIN BIRD PGA GLOBE 1-1/2"TURF SPRAY 30.52 36.9 1.94 in/h 13 RAIN BIRD PGA GLOBE 1"TURF SPRAY 7.8 36.3 1.96 in/h 14 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 31.9 34.7 0.56 in/h 15 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 23.2 33.6 0.28 in/h 16 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 34.8 35.2 0.22 in/h 17 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 37.7 35.8 0.5 in/h 18 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 37.7 35.8 0.23 in/h 19 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 34.8 35.3 0.22 in/h 20 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 31.9 34.7 0.61 in/h 21 RAIN BIRD PGA GLOBE 1"TURF SPRAY 11.83 34.0 1.61 in/h 22 RAIN BIRD PGA GLOBE 1"TURF ROTOR 19.22 27.5 0.38 in/h 23 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 37.18 29.1 0.76 in/h 24 RAIN BIRD PGA GLOBE 1-1/2"TURF ROTOR 39.73 30.0 0.51 in/h 25 RAIN BIRD PGA GLOBE 1"TURF SPRAY 19.3 36.3 1.54 in/h VALVE SCHEDULE WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G WORK WITHIN DASHED BOX IS VIA ALTERNATE 2 LA 28 29 30 1 2 FO L FOL FOL FOLFOL FO L FO L FO L FOL FO L FO L FOL FO L FOL FO L UGE UGE UGE UGE UG E UG E UG E UGE UGE UG E UGE UGE UGE UG E UG E UGE UGE UGE U G E UGEUGEUGE UG E U G E UGE UGE UGE UGE UG E UGE UG E UGE UGE UGE UGE UGE UGE UG E UGEUGE UG E GA S GA S GA S GA S DB DB DB MA T C H L I N E ( S E E S H E E T 1 ) S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES GA S ( P ) G R A S S G R A S S G R A S S U G E UG E UG E UG E U G E UGE U G E UGE UG E U G E UG E UG E UG E UG E UG E UG E UG E UG E U G E UGE UGE UGE UGE UGC UGC UGCUGC UG C UG C UG C UG C UG C UGC UG E UGE UG E ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML ML MATCHLINE - NORTH MATCHLINE - CENTRAL MATCHLINE - CENTRAL MATCHLINE - SOUTH ML ML ML ML ML 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR MPL 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 13" TR13" TR S S S S REPAIR AND/OR REPLACE EXISTING IRRIGATION AS NECESSARY REPAIR AND/OR REPLACE EXISTING IRRIGATION AS NECESSARY REPAIR AND/OR REPLACE EXISTING IRRIGATION AS NECESSARY 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 MM/DD/YYYY 1" = 30' RWK RWK R FEETSCALE 0 HORZ. 30 60 L2.02 IRRIGATION PLAN SOUTH 1.REFER TO SHEET L2.01, IRRIGATION PLAN NORTH, FOR IRRIGATION NOTES. NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. HUNTER I-25 - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD PGA - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE 3IN. BRASS MASTER VALVE IRRITROL TOTAL CONTROL - CONTROLLER LINE SURGE PROTECTION RAIN SENSOR 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL RAIN BIRD 1806 15 STRIP SERIES TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN. NPT FEMALE THREADED INLET. 12 30 RAIN BIRD 1806 12 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN. NPT FEMALE THREADED INLET. 37 30 RAIN BIRD 1806 15 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/2IN. NPT FEMALE THREADED INLET. 40 30 RAIN BIRD R-VAN24 1806-S-P45 TURF ROTARY, 17FT.-24FT. 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6IN. POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2IN. NPT FEMALE THREADED INLET. 38 45 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS DETAIL RAIN BIRD 3504-PC 0.75 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 2 25 0.54 14' RAIN BIRD 3504-PC 1.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 12 25 0.77 18' RAIN BIRD 3504-PC 1.5 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 13 25 1.06 21' RAIN BIRD 3504-PC 2.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 20 25 1.4 24' RAIN BIRD 3504-PC 3.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 11 25 2.17 26' RAIN BIRD 3504-PC 4.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. 28 25 2.97 28' RAIN BIRD 5006-PC 1.5 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 4 25 1.12 30' RAIN BIRD 5006-PC 2.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 13 25 1.5 32' RAIN BIRD 5006-PC 4.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 10 25 2.91 32' RAIN BIRD 5006-PC 6.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 1 25 4.25 33' RAIN BIRD 6504-PC, FC 04 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 80 30 2.9 35' RAIN BIRD 6504-PC, FC 06 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 4,672 30 4.2 39' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL RAIN BIRD PGA GLOBE 1IN., 1-1/2IN., 2IN. ELECTRIC REMOTE CONTROL VALVE, GLOBE. 25 RAIN BIRD 3-RC 3/4IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. 1 LEEMCO LBT-SS 1IN.-4IN. (FPT X FPT) STAINLESS STEEL BALL VALVE 3 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 7,732 L.F. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 22.1 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1,960 L.F. PIPE SLEEVE: PVC SCHEDULE 40 274.2 L.F. EST CST SSTRCSLCS Q TQ FHT 12 12 12 12 12 Q TQ FHT 15 15 15 15 15 24 ADJ 24 F 0.75 1.0 1.5 2.0 3.0 4.0 1.5 2.0 4.0 6.0 Valve Number Valve Flow Valve Size Valve Callout # ##" IRRIGATION SCHEDULE 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 1 1 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 MM/DD/YYYY RWK RWK L3.01 LANDSCAPE AND IRRIGATION DETAILS 1'-0" MIN 1'-0" MIN CONIFEROUS TREE1 L3.01 NOT TO SCALE SET TREE WITH ROOT COLLAR AT FINISH GRADE. ADJUST TREE AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO, OR SLIGHTLY ABOVE, FINISH GRADE. WOOD MULCH, MIN. 4'' DEPTH PLANTING SOIL TOPSOIL SOIL SAUCER CUT ROPES AT TOP OF ROOT BALL. REMOVE TOP 1/3 OF BURLAP. REMOVE ALL NON-BIODEGRADABLE MATERIAL. 6'' DEPTH PLANTING SOIL - FORM PEDESTAL TO PREVENT SETTLING NOTE: WATER TREE THOROUGHLY AT THE TIME OF PLANTING. PRUNE TREE TO REMOVE DEAD, DAMAGED, BROKEN, AND WEAKENED BRANCHES. 1'-0" MIN 1'-0" MIN DECIDUOUS TREE2 L3.01 NOT TO SCALE NOTE: WATER TREE THOROUGHLY AT THE TIME OF PLANTING. PRUNE TREE TO REMOVE DEAD, DAMAGED, BROKEN, AND WEAKENED BRANCHES. SET TREE WITH ROOT COLLAR AT FINISH GRADE. ADJUST TREE AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO, OR SLIGHTLY ABOVE, FINISHED GRADE WOOD MULCH, MIN. 4'' DEPTH PLANTING SOIL TOPSOIL SOIL SAUCER CUT ROPES AT TOP OF ROOT BALL. REMOVE TOP 1/3 OF BURLAP. REMOVE ALL NON-BIODEGRADABLE MATERIAL. PREPARED SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 6' ' EQUAL EQ U A L PLAN SECTION 12 " PERENNIALS AND CONTAINER GROWN PLANT STOCK 3 L3.01 NOT TO SCALE EDGING PLANT ALL PERENNIALS AND CONTAINER GROWN PLANT STOCK AT EQUAL TRIANGULAR SPACING 4" DEPTH WOOD MULCH PLANTING SOIL 9" (MIN.) 9" (MIN.) SHRUB4 L3.01 NOT TO SCALE NOTE: WATER SHRUBS THOROUGHLY AT TIME OF PLANTING. PRUNE SHRUBS TO REMOVE DEAD, DAMAGED, AND BROKEN BRANCHES. WOOD MULCH, MIN. 4'' DEPTH EDGING ROOT BALL OR POT PLANTING SOIL UNDISTURBED SOIL OR COMPACTED SUBGRADE SET SHRUB AT FINISH GRADE. ADJUST SHRUB AS REQUIRED SO THAT ROOT COLLAR STANDS LEVEL TO, OR SLIGHTLY ABOVE, FINISH GRADE. NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS EXCEPT AT SPRINKLER HEAD. 12 " M I N I M U M B E L O W G R A D E 4" TO CURB OR WALK SHRUB SPRAY HIGHPOP ASSEMBLY14 L3.01 NOT TO SCALE DO NOT USE SIDE INLET HIGH POP HEAD TRIPLE SWING ASSEMBLY: (1) 8" SCH 80 THREADDED NIPPLE (3) MARLEX STREET ELLS INLET SIZE DIAMETERS LATERAL LINE 6" ROTARY SPRINKLER12 L3.01 NOT TO SCALE FINISHED GRADE MODEL PROS-06-PRS30-CV SWING JOINT LATERAL TEE OR ELBOW LATERAL PIPE 6" POP-UP SPRAY SPRINKLER13 L3.01 NOT TO SCALE FINISHED GRADE POP-UP SPRAY SPRINKLER PVC SCH 80 NIPPLE PVC SCH 40 ELL PVC SCH 40 STREET ELL PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL 1'-0"1'-0"1'-0"1'-0" BV IC V MV QC V GR JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") STANDARD RECTANGULAR VALVE BOX (18" X 12" X 12") 1'- 0" Typ. # 1 # 2 # 2 # 3 # 4 EXAMPLE POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. NOTES: 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATER PROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA WHEN POSSIBLE. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. STANDARD RECTANGULAR VALVE BOX (18" X 12" X 12") CIRCULAR VALVE BOX (10" D) CIRCULAR VALVE BOX (6" D) PAVEMENT, WALL, OR BUILDING. SERVICE BOX REQUIREMENTS7 L3.01 NOT TO SCALE Wa t e r t y p e Co n t r o l l e r De s i g n a t i o n Bo x s i z e Li d C o l o r Identification Guide PW PW PW PW PW PW PW PW PW PW A A A A A A A A A A MV FS IV ARV QCV RCV MS GR SB FC # 2 # 2 # 2 # 4 # 3 # 2 # 2 # 4 # 3 # 3 Green Green Green Green Green Green Green Green Green Green Master valve Flow sensor Isolation Valve Air release valve Quick coupler valve Remote control valve Moisture sensor Grounding rod Splice box Future connection PW A DFV # 3 Green Drip Flush Valve ISOLATION VALVE8 L3.01 NOT TO SCALE 18" BELOW GRADE FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLIP/THREAD COUPLING. 6" LONG SCHEDULE 80 THREADED NIPPLE. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. ISOLATION VALVE AS SPECIFIED. FINISH GRADE. 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. IRRIGATION TRENCHING6 L3.01 NOT TO SCALE 12 " I N PL A N T I N G AR E A 24" MIN. 1' - 6 " I N P L A N T I N G A R E A 6" NOTES: 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE. 2. DIRECT BURIAL DECODER CONTROL WIRES SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT IF REQUIRED. 3. 2-WIRE DECODER CONTROL WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT. 4.DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN. PAVEMENT NON-PRESSURIZED LINE (LATERAL LINE). DETECTABLE LOCATOR TAPE. PRESSURIZED LINE (MAIN LINE). FINISHED GRADE DIRECT BURIAL DECODER CONTROL WIRES. PIPE BENEATH PAVEMENT7 L3.01 NOT TO SCALE NOTES: 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC PIPE. 3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT. 4.END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE. 3' - 0 " CLEAN BACKFILL, 95% RELATIVE COMPACTION UNDER PAVING OR PER CIVIL ENGINEER'S PLANS DECODER CONTROL WIRES, SLEEVE UNDER PAVING. INSTALL ADJACENT TO PRESSURIZED MAINLINE. BUNDLE SHALL BE NO MORE THAN 50% OF PIPE DIAMETER. MAINLINE, SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE PRESSURIZED MAINLINE PIPE. NON-PRESSURIZED LATERAL LINE, SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE LATERAL LINE. PAVEMENT BASE ROCK 12 " ( M I N ) NOTES: 1. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 2. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES. 3. ALL WIRES SPLICES TO BE MADE INSIDE VALVE BOXES. 4" 4" PVC LATERAL VALVE BOX W/ COVER WATER PROOF CONNECTION (1 OF 2) 30" LINEAR LENGTH OF WIRE, COILED ELECTRIC ZONE VALVE FINISH GRADE BRICK SUPPORTS (1 OF 4) PVC MAINLINEPEA GRAVEL SUMP VALVE BOX & SUMP9 L3.01 NOT TO SCALE FINISH GRADE 10" CIRCULAR SERVICE BOX W/ COVER QUICK COUPLING VALVE 3' SECTION FENCE POST SECURE Q.C.V. ASSEMBLY WITH STAINLESS STEEL GEAR CLAMPS CONTINUOUS BRICK SUPPORTS (4 MIN) GRAVEL SUMP (1 CU. FT.) PVC MAINLINE MANUFACTURED SWING JOINT QUICK COUPLER VALVE10 L3.01 NOT TO SCALE FINISH GRADE APPROVED BACKFILL GEAR-DRIVEN ROTOR MANUFACTURED SWING JOINT LATERAL TEE LATERAL PIPE ROTOR SPRINKLER11 L3.01 NOT TO SCALE 4" M I N . WOOD MULCH BED5 L3.01 NOT TO SCALE FINISH GRADE 6'' MIN TOPSOIL EDGING FINISH GRADE WOOD MULCH SUBGRADE X X X X X PROPOSED BUILDING ADDITION T B B C17 C18 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 ST-1 ST-21 ST-2 ST-20 ST-3 ST-7 ST-6 ST-8 ST-9 ST-5 ST-4 ST-19 ST-18 ST-22 ST-10 ST-11 ST-12 SB-1 ST-16 ST-14ST-15 ST-17 ST-24 ST-23 B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PARKING 10 FT CHAIN LINK FENCE G R A V E L G R A V E L AREA UNDER CONSTRUCTION 8/16/2024 S A N D S A N D S A N D S A N D WATER ELEVATION=939.9 AUGUST 16, 2024 G R A V E L G R A V E L 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 5 F T C H A I N L I N K F E N C E 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 5 F T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BIT U M I N O U S BIT U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BIT BIT CONC CONC CONC CONC CONC C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE CONCRETE CONC CONC CONCRETE CO N C R E T E C O N C R E T E CON C CONC CONC CONC 20 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE ON CONC 12 FT CHAIN LINK FENCE 8 FT WOOD FENCE BE N C H BENCH CONC WALL KEYSTONE WALL RIPRAP RIPRAP RI P R A P EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS T R E E S T R E E S T R E E S T R E E S RUBBER MAT RUBBER MAT RU B B E R M A T RU B B E R M A T RUB B E R M A T R U B B E R M A T RU B B E R M A T RU B B E R M A T RU B B E R M A T O N B I T U M I N O U S KEYSTONE WALL KEYSTONE WALL SAND SAND SAND SAND KEYSTONE WALLME T A L S T E P S ME T A L S T E P S ME T A L R A M P ME T A L R A M P CO N C B L E A C H E R S B L E A C H E R S BRICK WALLS BRICK WALLS LA LA 18 17 16 19 20 21 2223 24 25 2627 28 29 30 1 2 LA LA LA CONC CONCRETE CONCRETE B I T U M I N O U S B I T U M I N O U S KE Y S T O N E W A L L KE Y S T O N E W A L L CONCRETE CO N C R E T E GA S GA S GA S GA S GA S GA S GAS 12 " G A S 8" G A S 6" G A S CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 6 FT CHAIN LINK FENCE ON CONC PR E S S B O X A B O V E DB DB DB KEYSTONE WALL CORNER FALLS ON WALL PI P E L I N E E A S E M E N T P E R D O C . N O . 10 0 3 4 8 7 , I N F A V O R O F W I L L I A M S P I P E LI N E C O . 75 38 10 10 10 10 10 65 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 40 40 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 20 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R HI G H S C H O O L F O U R A D D I T I O N & H I G H SC H O O L F O U R 2 N D A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINOU S DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 SO U T H 4 2 5 . 7 2 WEST 119.93 S O U T H 4 4 1 . 0 2 SO U T H 4 4 1 . 0 2 WEST 119.98 S O U T H 2 4 7 . 4 2 WEST 267.76 SO U T H 5 1 1 . 9 9 S O U T H 5 1 1 . 9 9 WEST 396.96 S O U T H 3 6 7 . 8 1 S89°53'15"W 396.42 N 0 ° 0 6 ' 4 5 " W 2 7 4 . 1 1 WEST 433.36 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 8 FT CHAIN LINK FENCE WEST 206.50 L= 2 1 4 . 8 2 R = 1 0 4 0 . 0 0 Δ= 1 1 ° 5 0 ' 0 5 " C. B R G . = N 6 ° 1 5 ' 3 9 " E WEST 433.36 MA T C H L I N E ( S E E S H E E T 1 ) S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E GR A S S GR A S S GR A S S GR A S S WETLAND FLAGS (SEE GENERAL NOTE #2) WETLAND FLAGS (SEE GENERAL NOTE #2) W E T L A N D W E T L A N D W E T L A N D W E T L A N D EV E R G R E E N T R E E S EV E R G R E E N T R E E S 3 4 5 6 7 8 9 10 11 12 13 14 15 B I T U M I N O U S GAS B I T U M I N O U S SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAIN L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE CANOPY CONCRETE CANOPY AND PICNIC TABLE CANOPY AND PICNIC TABLE 6 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE6 FT CHAIN LINK FENCE ED G E O F C O N C R E T E ED G E O F C O N C R E T E BI T . EDGE OF BITUMIN O U S CONCRETE C O N C R E T E CONCRETE RUBBER MAT CONCRETE E D G E O F B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 4 F T C H A I N L I N K FE N C E70.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 WEST 250.45 NO R T H 2 4 6 . 0 7N45°00'00"W 106.07WEST 187.35 SO U T H 2 5 6 . 1 4 EAST 112.05 SO U T H 1 9 7 . 8 2 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 S89°51'19"E 819.56 S0 ° 0 5 ' 3 1 " W 3 5 0 . 0 0 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 WATER ELEVATION=939.9 AUGUST 16, 2024 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 GA S ( P ) C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S RUBBER MAT 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 4-4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 10" MPL 8" MPL 8" MPL 4-2" MPL 23" POP 26" POP 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 10" ASH 11" ASH 6" BAS 9" BAS 9" BAS ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETRETRETR ETR ETRETRETR ETRETR ETR ETR ETR ETR ETR ETRETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 6" TR 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 8" MPL 2" MPL 13" TR13" TR AIS I I S S > > > S > S > > S > > > >> > > D D D >> D >> D D D >> D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>> D D D D D D >> >>>> >> >> >> >> D D D D D D D >> >>>>>>>> D I D D D >>>>>> >> >> DD >> D ATHLETIC FIELD ATHLETIC FIELD ATHLETIC FIELD ATHLETIC FIELD ATHLETIC FIELD SYNTHETIC TURF ATHLETIC FIELD SYNTHETIC TURF CITY PROPERTY ATHLETIC FIELD CITY PROPERTY CITY PROPERTY CITY PROPERTY CITY PROPERTY CITY PROPERTY CITY PROPERTY ATHLETIC FIELD CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT UNDG. BMP ATHLETIC FIELD ATHLETIC FIELD 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 0 6 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SHRUB / MULCH BED PROPERTY LINE LEGEND 1 C5.01 R FEETSCALE 0 HORZ. 100 200 L0.01 LANDSCAPE CONSTRAINTS X X X X X PROPOSED BUILDING ADDITION T B B C17 C18 C10 C11 C10 C13 C14 C15 C22 C21 C20 C19 C5 C8 C9 C7 C6 C3 C4 C1 C2 ST-1 ST-21 ST-2 ST-20 ST-3 ST-7 ST-6 ST-8 ST-9 ST-5 ST-4 ST-19 ST-18 ST-22 ST-10 ST-11 ST-12 SB-1 ST-16 ST-14ST-15 ST-17 ST-24 ST-23 B B NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PA R K I N G NO PARKING NO PARKING 10 FT CHAIN LINK FENCE G R A V E L G R A V E L AREA UNDER CONSTRUCTION 8/16/2024 S A N D S A N D S A N D S A N D WATER ELEVATION=939.9 AUGUST 16, 2024 G R A V E L G R A V E L 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 5 F T C H A I N L I N K F E N C E 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 8 FT CHAIN LINK FENCE 5 F T C H A I N L I N K FE N C E 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE 4 FT CHAIN LINK FENCE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BI T U M I N O U S BIT U M I N O U S BIT U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BIT BIT CONC CONC CONC CONC CONC C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E C O N C R E T E CONCRETE CONCRETE CONC CONC CONCRETE CO N C R E T E C O N C R E T E CON C CONC CONC CONC 20 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE ON CONC 12 FT CHAIN LINK FENCE 8 FT WOOD FENCE BE N C H BENCH CONC WALL KEYSTONE WALL RIPRAP RIPRAP RI P R A P EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS EDGE OF MOWED GRASS T R E E S T R E E S T R E E S T R E E S RUBBER MAT RUBBER MAT RU B B E R M A T RU B B E R M A T RUB B E R M A T R U B B E R M A T RU B B E R M A T RU B B E R M A T RU B B E R M A T O N B I T U M I N O U S KEYSTONE WALL KEYSTONE WALL SAND SAND SAND SAND KEYSTONE WALLME T A L S T E P S ME T A L S T E P S ME T A L R A M P ME T A L R A M P CO N C B L E A C H E R S B L E A C H E R S BRICK WALLS BRICK WALLS LA LA 18 17 16 19 20 21 2223 24 25 2627 28 29 30 1 2 LA LA LA CONC CONCRETE CONCRETE B I T U M I N O U S B I T U M I N O U S KE Y S T O N E W A L L KE Y S T O N E W A L L CONCRETE CO N C R E T E GA S GA S GA S GA S GA S GA S GAS 12 " G A S 8" G A S 6" G A S CONC CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 6 FT CHAIN LINK FENCE ON CONC PR E S S B O X A B O V E DB DB DB KEYSTONE WALL CORNER FALLS ON WALL PI P E L I N E E A S E M E N T P E R D O C . N O . 10 0 3 4 8 7 , I N F A V O R O F W I L L I A M S P I P E LI N E C O . 75 38 10 10 10 10 10 65 65 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 40 40 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 20 20 DR A I N A G E A N D U T I L I T Y E A S E M E N T P E R HI G H S C H O O L F O U R A D D I T I O N & H I G H SC H O O L F O U R 2 N D A D D I T I O N DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 2 0 BITUMINOU S DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 38 SO U T H 4 2 5 . 7 2 WEST 119.93 S O U T H 4 4 1 . 0 2 SO U T H 4 4 1 . 0 2 WEST 119.98 S O U T H 2 4 7 . 4 2 WEST 267.76 SO U T H 5 1 1 . 9 9 S O U T H 5 1 1 . 9 9 WEST 396.96 S O U T H 3 6 7 . 8 1 S89°53'15"W 396.42 N 0 ° 0 6 ' 4 5 " W 2 7 4 . 1 1 WEST 433.36 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 N 0 ° 0 3 ' 1 0 " W 4 7 8 . 8 7 8 FT CHAIN LINK FENCE WEST 206.50 L= 2 1 4 . 8 2 R = 1 0 4 0 . 0 0 Δ= 1 1 ° 5 0 ' 0 5 " C. B R G . = N 6 ° 1 5 ' 3 9 " E WEST 433.36 MA T C H L I N E ( S E E S H E E T 1 ) S 0 0 ° 2 0 ' 3 6 " W 1 5 3 4 . 2 9 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 1 2,486,671.4 SF 57.086 ACRES 10 10 10 DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER EASTVIEW ADDITION, HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION GA S ( P ) C O N C R E T E GR A S S GR A S S GR A S S GR A S S WETLAND FLAGS (SEE GENERAL NOTE #2) WETLAND FLAGS (SEE GENERAL NOTE #2) W E T L A N D W E T L A N D W E T L A N D W E T L A N D EV E R G R E E N T R E E S EV E R G R E E N T R E E S 3 4 5 6 7 8 9 10 11 12 13 14 15 B I T U M I N O U S GAS B I T U M I N O U S SYNTHETIC TURF SYNTHETIC TURF SYNTHETIC TURF GASGASGASGASGASGASGAS GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S GA S GA S GA S GA S GA S GA S GA S GAS GAS GA S GAS GA S B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S BITUMINOUS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S CONC G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A V E L G R A V E L G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S G R A S S LA LA GRASS GRASS GRASS GRASS GRASS GRASS GR A S S GRASSGR A S S LA LA LA LA CONC. PLANTERS CON C R E T E BITU M I N O U S 6 FT CHAIN LINK FENCE18 FT CHAIN LINK FENCE 6 F T C H A I N L I N K FE N C E 6 FT CHAIN L I N K FENCE CANOPY CA N O P Y DU G O U T DUGOUT CONCRETECONCRETE CON C R E T E CONCRETE CONCRETE WALLS & RAMP CONCRETE TR A S H CO M P A C T O R CONCRETE WALL 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 F T C H A I N L I N K F E N C E 8 FT CHAIN LINK FENCE CONCRETE KEYSTONE WALL CONCRETE WALLBI T U M I N O U S C O N C R E T E CO N C R E T E CA N O P Y C O N C R E T E 4 FT CHAIN LINK FENCE K E Y S T O N E W A L L B I T U M I N O U S 20 FT NET CANOPY 8 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE CANOPY CONCRETE CANOPY AND PICNIC TABLE CANOPY AND PICNIC TABLE 6 FT CHAIN LINK FENCE 10 FT CHAIN LINK FENCE 6 FT CHAIN LINK FENCE6 FT CHAIN LINK FENCE ED G E O F C O N C R E T E ED G E O F C O N C R E T E BI T . EDGE OF BITUMIN O U S CONCRETE C O N C R E T E CONCRETE RUBBER MAT CONCRETE E D G E O F B I T U M I N O U S CO N C R E T E CO N C R E T E CO N C R E T E CO N C R E T E 4 F T C H A I N L I N K FE N C E70.71S45°00'00"WWEST 104.17 S57°02'28 " E 58.02 WEST 250.45 NO R T H 2 4 6 . 0 7N45°00'00"W 106.07WEST 187.35 SO U T H 2 5 6 . 1 4 EAST 112.05 SO U T H 1 9 7 . 8 2 S89°51'19"E 800.00 N0 ° 0 5 ' 3 1 " E 1 0 0 . 0 0 S89°51'19"E 100.00 S0 ° 0 5 ' 3 1 " W 1 0 0 . 0 0 S89°51'19"E 819.56 S0 ° 0 5 ' 3 1 " W 3 5 0 . 0 0 N 0 ° 2 0 ' 3 6 " E 1 5 3 4 . 2 9 WATER ELEVATION=939.9 AUGUST 16, 2024 1010 DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 10 CONCRETE CO N C R E T E DRAINAGE AND UTILITY EASEMENT PER HIGH SCHOOL FOUR ADDITION & HIGH SCHOOL FOUR 2ND ADDITION 10 1010 10 10 10 GA S ( P ) C O N C R E T E C O N C R E T E C O N C R E T E B I T U M I N O U S B I T U M I N O U S RUBBER MAT 3" AR B 3" A R B 3" A R B 3" A R B 3" A R B 3" ARB 10" BAS 2-4" CRAB 8" CRAB 4" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 2" CRAB 4" CRAB 4" CRAB 5" CRAB 4" CRAB 4" CRAB 4" CRAB 4-4" CRAB 6" HACK6" HACK 8" MPL3" MPL 3" MPL 2" MPL 2" MPL 5" MPL 10" MPL 8" MPL 8" MPL 4-2" MPL 23" POP 26" POP 5" TR 9" MPL 9" TR 9" TR 9" TR 9" TR 9" TR 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 9" CRAB 5" CRAB 8" CRAB 8" CRAB 8" CRAB 7" CRAB 7" CRAB 10" CRAB 10" CRAB 6" CRAB 6" CRAB6" CRAB 7" CRAB 8" CRAB EVG EVG EVG EVG EVG EVG EVGEVG EVG EVG EVGEVG EVG EVG EVG EVG EVGEVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG EVG 13" MPL 11" MPL 14" MPL 14" MPL 12" MPL MPL 8" MPL 9" MPL 12" MPL 13" MPL 4" MPL 3" MPL 4" MPL 4" MPL 3" MPL 10" OAK 10" OAK 10" OAK 10" OAK 14" OAK 10" OAK 12" PIN 12" PIN 18" PIN 18" PIN 15" PIN 15" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PIN 12" PINR 12" PINR 12" PINR 15" PINR 12" PINR 15" PINR15" PINR 15" PINR12" PINR 15" PINR 10" SPR 8" SPR 8" SPR 14" SPR 8" SPR 8" SPR 10" SPR 10" SPR 10" ASH 11" ASH 6" BAS 9" BAS 9" BAS ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETRETRETR ETR ETRETRETR ETRETR ETR ETR ETR ETR ETR ETRETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR ETR 2" MPL 4" MPL 3" MPL 4" MPL 4" MPL 6" TR 33" TR 28" TR 6" ARB 9" LOC 11" LOC 9" LOC 9" LOC9" LOC 9" LOC 3-8" MPL 2-9" MPL 3-6" MPL 3-6" MPL 14" MPL 8" MPL 2" MPL 13" TR13" TR AIS I I S S > > > S > S > > S > > > >> > > D D D >> D >> D D D >> D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >>>>>> D D D D D D >> >>>> >> >> >> >> D D D D D D D >> >>>>>>>> D I D D D >>>>>> >> >> DD >> D ATHLETIC FIELD ATHLETIC FIELD ATHLETIC FIELD ATHLETIC FIELD ATHLETIC FIELD SYNTHETIC TURF ATHLETIC FIELD SYNTHETIC TURF CITY PROPERTY ATHLETIC FIELD CITY PROPERTY CITY PROPERTY CITY PROPERTY CITY PROPERTY CITY PROPERTY CITY PROPERTY ATHLETIC FIELD CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT CITY UTILITY EASEMENT UNDG. BMP ATHLETIC FIELD ATHLETIC FIELD 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North EASTVIEW HIGH SCHOOL ACTIVITY CENTER ADDITION AND RENOVATION 6200 140th ST W APPLE VALLEY, MN 55124 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MN 55068 242046 12/13/2024 12 / 0 6 / 2 0 2 4 P R O G R E S S S E T DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 MM/DD/YYYY 1" = 30' LJD LJD REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SHRUB / MULCH BED PROPERTY LINE LEGEND 1 C5.01 R FEETSCALE 0 HORZ. 100 200 L0.02 LANDSCAPEABLE AREAS For individual lot development for commercial, industrial, and institutional uses, 10% of the total number of diameter inches of significant trees removed must be replaced with caliper inches within the subject lot. Trees replaced under this requirement may be used to satisfy part of the landscape requirement for the lot; CALCULATIONS: REMOVED TREE COUNT: REMOVED TREE TOTAL CALIPER INCHES: TOTAL CALIPER INCHES TO BE REPLACED: REPLACEMENT TREE COUNT: XX AT 2.0" CALIPER: XX" TOTAL XX AT 2.5" CALIPER: XX" TOTAL REPLACEMENT TREE TOTAL CALIPER INCHES: XX" TREE REPLACEMENT - CITY ORDINANCE 152.42 BASEML 113'-4" BASELL 100'-0" T.O. BRICK 129'-2" T.O. CANOPY 113'-4" 04.01 03.0404.02 04.03 T.O. PRECAST 129'-2" 08.93 08.16 08.03 08.30 TYP 08.03 TYP 08.16 08.9308.94 08.94 08.1608.16 08.1626.02 TYP BASEML 113'-4" BASELL 100'-0" T.O. BRICK 129'-2" T.O. PRECAST 135'-2" 04.01 04.02 04.03 08.0308.9308.16 08.30 03.0408.1608.03 TYP 08.96 08.1604.01 04.02 04.0308.94 08.9426.02 TYP EXISTING BRICK EXISTING METAL PANEL BASEML 113'-4" BASELL 100'-0" T.O. BRICK 129'-2" T.O. CANOPY 126'-6" T.O. METAL PANEL 135'-2" T.O. PRECAST 129'-2" 08.93 08.1608.16 08.30 TYP 03.04 04.01 04.02 04.0308.93 08.03 08.0308.30 03.04 TYP 08.1608.94 08.94 08.9408.16 04.01 04.02 04.0308.9408.93 08.59 TYP EXISTING METAL PANEL EXISTING BRICK EXISTING METAL PANEL EXISTING BRICK 26.02 TYP 2 C1 6 C1 E1 A5.101 7 C1 4 C1 3 C1 5 C1 SIM 2 C1 2 C1 SIM SIM 1 C2 1 C1 BASELL 100'-0" T.O. CANOPY 113'-4" 08.93 08.16 08.94 EXISTING BRICK NEW SIGNAGE 04.01 04.0204.03 BASELL 100'-0" BASEML 113'-4" T.O. BRICK 129'-2" 03.0408.9408.16 08.1626.02 04.0104.0204.03 26.02 08.16 08.94 08.93 BASEML 113'-4" T.O. CANOPY 126'-6" C:\Users\SJohnson\OneDrive - Wold Architects and Engineers\Desktop\242046 EASTVIEW HIGH SCHOOL_(REVIT 2024)_City Submittal.rvt 11/19/2024 8:03:22 PM INDEPENDENT SCHOOL DISTRICT #196 EVHS ACTIVITY CENTER ADDITION AND RENOVATION DRAFT: NOVEMBER 20, 2024 Comm No: 242046C1 - EXTERIOR ELEVATIONS MATERIALS KEY KEY MATERIAL 03.04 ARCHITECTURAL PRECAST CONCRETE 04.01 BRICK 1 04.02 BRICK 2 (SOLDIER COURSE) 04.03 BRICK 3 08.03 HOLLOW METAL DOOR & FRAME 08.16 PREFINISHED METAL RAINSCREEN PANEL 08.30 PREFINISHED ALUMINUM WINDOW 08.59 PREFINISHED METAL LOUVER 08.93 PREFINISHED ALUMINUM CURTAIN WALL SYSTEM 08.94 PREFINISHED METAL COPING 08.96 PREFINISHED MOTORIZED INSULATED COILING DOOR 26.02 EXTERIOR LIGHT FIXTURE 0 1/8" = 1'-0" SOUTH ELEVATION5 6'12' 0 1/8" = 1'-0" WEST ELEVATION6 6' 12' 0 1/8" = 1'-0" NORTH ELEVATION7 6' 12' 0 1" = 80'-0" KEY PLANE6 60'120' 0 1/8" = 1'-0" WEST ELEVATION - SOUTH ENTRANCE4 6' 12' 0 1/8" = 1'-0" EAST ELEVATION - SOUTH ENTRANCE3 6' 12' 0 1/8" = 1'-0" BRICK SIDE, TYP2 6' 12'0 1/8" = 1'-0" 9 - a1 6' 12' BASEML 113'-4" BASELL 100'-0" T.O. BRICK 129'-2" T.O. CANOPY 126'-6" 04.01 08.16 03.04 08.3004.0204.03 08.94 08.93 TYP 08.16 08.16 08.9408.59 04.0104.02 04.0303.04 08.30 04.01 04.02 04.03 T.O. PRECAST 129'-2" TYP 08.59 TYP 08.94 04.02 C:\Users\SJohnson\OneDrive - Wold Architects and Engineers\Desktop\242046 EASTVIEW HIGH SCHOOL_(REVIT 2024)_City Submittal.rvt 11/19/2024 8:03:25 PM INDEPENDENT SCHOOL DISTRICT #196 EVHS ACTIVITY CENTER ADDITION AND RENOVATION DRAFT: NOVEMBER 20, 2024 Comm No: 242046C2 - EXTERIOR ELEVATIONS MATERIALS KEY KEY MATERIAL 03.04 ARCHITECTURAL PRECAST CONCRETE 04.01 BRICK 1 04.02 BRICK 2 (SOLDIER COURSE) 04.03 BRICK 3 08.16 PREFINISHED METAL RAINSCREEN PANEL 08.30 PREFINISHED ALUMINUM WINDOW 08.59 PREFINISHED METAL LOUVER 08.93 PREFINISHED ALUMINUM CURTAIN WALL SYSTEM 08.94 PREFINISHED METAL COPING 0 1/8" = 1'-0" EAST ELEVATION1 6' 12' ACTIVITY CENTER CORRIDOR MULTIPURPOSE ROOM MULTIPURPOSE ROOM CIRC STORAGE VESTIBULE MECHANICAL/ ELECTRICAL DATA JC MENWOMEN STORAGE STRENGTH AND PERFORMANCE CENTER CORRIDOR TRACK MECH C:\Users\SJohnson\OneDrive - Wold Architects and Engineers\Desktop\242046 EASTVIEW HIGH SCHOOL_(REVIT 2024)_City Submittal.rvt 11/19/2024 8:03:25 PM INDEPENDENT SCHOOL DISTRICT #196 EVHS ACTIVITY CENTER ADDITION AND RENOVATION DRAFT: NOVEMBER 20, 2024 Comm No: 242046C3 - FLOOR PLANS 0 1/16" = 1'-0" LOWER LEVEL FLOOR PLAN1 12' 24' 0 1/16" = 1'-0" BASEML(8)2 12' 24' SOUTH/WEST ELEVATIONS AD D I T I O N EX I S T I N G AD D I T I O N EX I S T I N G NORTH ELEVATION NORTH/EAST ELEVATION AD D I T I O N EX I S T I N G NORTH / EAST ELEVATION AD D I T I O N EX I S T I N G BRICK 1 TO MATCH EXISTING METAL COPING TO MATCH EXISTING BRICK 3 TO MATCH EXISTING BRICK 2 TO MATCH EXISTING NEW ARCHITECTURAL PRECAST (MIX OF SAND BLAST UPPER ZONE AND ACID ETCH LOWER PLUS RECESSED GROOVING TO MATCH BRICK DETAIL) EXTERIOR MATERIAL KIT OF PARTS Ea s t v i e w H S A c t i v i t y C e n t e r A d d i t i o n S i t e P h o t o m e t r ic s Designer Peter Baldwin Date 11/19/2024 Scale Not to Scale Drawing No. Summary 1 of 1 Current View Statistics Description Symbol Avg Max Min Max/Min Avg/Min Eastview HS NW Parking Lot 1.3 fc 3.2 fc 0.1 fc 32.0:1 13.0:1 Flagstaff Ave' 0.0 fc 0.0 fc 0.0 fc N/A N/A North Side of Addition 0.3 fc 6.7 fc 0.0 fc N/A N/A 140th St W 0.0 fc 0.0 fc 0.0 fc N/A N/A Schedule Symbol Label Image QTY Manufacturer Catalog Description Number Lamps Lamp Output LLF Input Power Mounting Height Polar Plot AA1 2 Lithonia Lighting DSX1 LED P4 40K 80CRI T4M D-Series Size 1 Area Luminaire P4 Performance Package 4000K CCT 80 CRI Type 4 Medium 1 14930 0.85 123.94 20ft AA3 1 Lithonia Lighting DSX1 LED P4 40K 80CRI T5M HS D-Series Size 1 Area Luminaire P4 Performance Package 4000K CCT 80 CRI Type 5 Medium Houseside Shield 1 11164 0.85 123.9373 20ft AA2 1 Lithonia Lighting DSX1 LED P4 40K 80CRI T4M HS D-Series Size 1 Area Luminaire P4 Performance Package 4000K CCT 80 CRI Type 4 Medium Houseside Shield 1 12843 0.85 123.9373 20ft WW 7 Lithonia Lighting WST LED P2 40K VF MVOLT WST LED, Performance package 2, 4000 K, visual comfort forward throw, MVOLT 1 3469 0.85 25 12ft ACTIVITY CENTER ADDITION NORTH SIDE PATHWAY NORTH SIDE PATHWAY NW PARKING LOT FLAGSTAFF AVE 140TH ST. W CITY OF MEMO Public Works TO: Sydnee Stroeing, Associate Planner FROM: DATE: Evan Acosta, Assistant City Engineer December 13, 2024 SUBJECT: Eastview High School Site Plan Review per plans submitted 12/10/2024 Sydnee, The following are comments regarding the Eastview High School Preliminary Plans submitted November 20, 2024. Please include these items as conditions of approval. General 1.All work and infrastructure within public easements or right of way shall be to City standards. 2.Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a.Shoring (if applicable) b.Material Storage. c.Haul routes to and from the site. d.Phasing 3.No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4.Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5.Public Works Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shutdowns and/or connections. 6.A stormwater maintenance agreement will be required for the private basin and underground stormwater tank. 7.Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 8.No trees will be permitted in public easements. 9.Final plans shall be signed by a licensed professional engineer in the state of Minnesota. •Final plans shall have a cover sheet Permits 10.Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, and any other required permits prior to construction. 11.Department of Labor and Industry (DOLI) shall review private utilities. 12.A right of way permit will be required for all work within public easements or right of way. 13. A Natural Resource Management Permit (NRMP) will be required prior to any land disturbing activity commences. 14. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Site 15. Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 16. 17. A traffic memo has been provided stating that the proposed addition does not increase the site’s daily use or traffic count. Additional traffic is expected to the proposed addition on off- peak times such as weekends. 18. The pavement section for public roadways shall match existing roadways and be shown on the plans. 19. Show the location of manholes and gate valves and hydrants on the site plan. 20. Show existing easements on the site/grading and utlity plans. Permanent structures are not allowed in drainage and utility easements or private storm water facilities. 21. Signage Plan and details should be included on site plan (i.e. pedestrian crossing signage, ADA, directional signs, no parking, buffer/storm water signs, no snow storage in storm water basins, etc…) for review 22. All retaining walls over 48” from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Retaining walls over 4’ will require a fence above the wall. Provide additional details and/or specifications for retaining wall block. Retaining walls shall be privately owned and maintained. Retaining walls are not allowed in drainage and utility easements without an approved encroachment agreement. 23. Proposed Drainage and utility easements should be shown on Plans. 24. Submit a Storm water Management Checklist. The checklist can be found on the City’s website at https://www.cityofapplevalley.org/DocumentCenter/View/16258/Project- Submittal-Checklist_Fillable Grading & Drainage Plan 25. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 26. Final Grading Plans shall be reviewed and approved by City Engineer. 27. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. Storm Sewer 28. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 29. Storm Sewer Calculations have been provided and shall be reviewed with the final construction plans and approved by City Engineer. 30. Provide pretreatment device/s, such as a SAFL Baffle or approved equal and sump prior to discharging into the public storm sewer in an additional separate MH. Sump structures as shown in City “Catch Basin Manhole with Sump” detail STO-5S. Any sumps shall be privately maintained and routinely cleaned as the accumulated sediment will be from the private parking lots and roadways. • Location of sump structure to be determined between applicant and City Engineer with final construction plans. Sanitary Sewer and Water main 31. Final locations and sizes of Sanitary Sewer and Water main shall be approved by City Engineer. 32. Final filtration basin and underground storage details shall be approved by the City Engineer. 33. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 34. Identify Irrigation service location(s) if applicable per SER-4. 35. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 36. All public existing trees around the perimeter of the site and along Cedar Avenue shall remain protected throughout construction as indicated on Sheet C200. Any tree lost due to construction damage shall be replaced on a one to one ratio. 37. The suggested tree species are well diversified. 38. The Landscape Plan Sheet L100 summary states using 12 existing trees to meet the island tree plantings requirements, with 30 new trees to be planted. Clarify which 12 trees these are on the plans or provide additional trees in greenspace areas. 39. The City encourages decreasing the daylily quantity and planting more of the other native species in the schedule or further diversifying. • Incorporation of additional native plants into the planting plan in place of cultivars and native cultivars will have additional water quality and pollinator habitat benefits. City of MEMO Building Inspections TO: Alex Sharpe, Planning and Economic Development Specialist FROM: George Dorn, Chief Building Official DATE: October 21, 2024 SUBJECT: East View High School Activity Center Addition and Renovation • Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, sanitary and storm design. All inspections and permits for plumbing, sanitary and storm shall be conducted under the State of Minnesota Plumbing Division. • Geotechnical report boring log and Special Inspector Agreement is required prior to permit and soil corrections on site. • Peer review of storm shelter (ICC 500, Section 106.1.1) • Structural observations of storm shelter (ICC 500, Section106.4) • Vacation of easement prior to permit issuance. I T E M: 5.C. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 18, 2024 S E C T I O N:L and Use / Action I tems Description: Redwood P ark S ite Plan and B uilding Permit Authorization S taff Contact: A lex Sharpe, A I C P, City Planner Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: P C24-18-B Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: It is the policy of the Planning C ommission to not take action on an item the evening of its introduction. However, if the Planning C ommission concurs, and there is no public testimony, staff recommends the following action: Recommend approval of a 5,572 sq. ft. activity center with a pool and other park amenities for Redwood Park subject to conditions in the draft resolution. S UM M ARY: As the C ommission is aware, the citizens of Apple Valley approved a Park Bond Referendum to improve park facilities throughout the C ity. T he Planning C ommission has not yet reviewed specific park projects, but it is anticipated that the C ommission will review buildings or additions at Redwood Park, Kelley Park, and Hayes Community C enter. Typically, the Planning C ommission has reviewed any enclosed structure, such as Fire Station No. 2 or the Police Operations Building. T he C ommission has not typically reviewed park amenities such as new pickleball courts, baseball diamonds, or other exterior improvements. However, in cases when a site plan and building permit authorization is required, the Planning C ommission will be asked to provide a recommendation. T he primary review focus for the C ommission will be similar to reviewing commercial projects as they relate to the zoning ordinance. Park amenities are reviewed by the Parks and Recreation Committee. Redwood Park is located at 311 County Road 42 in the western portion of the C ity. Redwood is also one the the City's oldest parks platted in the "A pple Valley 3rd A ddition" in 1963 when the area was still known and Lebanon Township. T he pool and community center were constructed in 1965 and have reached the end of their useful life. T he pool in particular was outdated making parts and repairs no longer possible due to the parts no longer being made. T he referendum included a specific question on whether to seek an additional 6.5 million for additional improvements at Redwood Park and to include a new pool, which was approved. T he Parks department has submitted for a Site Plan and Building permit for the Redwood Park master plan which includes replacing the 6,900 sq. ft. former community center with a new 5,572 sq. ft. amenity building with an inclusive pool with modern amenities. T he park will also include additional site amenities such as an inclusive playground, hammock grove, ecuavolley court, baseball field, and natural areas with native plantings. At the end of the 2024 summer season Redwood pool and community building closed with the anticipation that demolition with construction of new facilities occurring in 2025. T he Parks D epartment has stated that goal is to close the pool for a single summer season and have a grand opening for the new park in the spring/summer of 2026. Additionally, a tunnel under C SA H 42 is proposed at a later date and is being coordinated with Dakota County to ensure integration into the park's design. B AC K G RO UND: F inal P lat: T he site is made up of four outlot parcels which will be platted as part of the update to the park. As no new parcels are being considered, only a final plat will be required. T he C ity previously approved a waiver of platting to allow the construction process to occur on schedule so that the pool and park are only closed for one summer season. T he final plat is not yet ready to proceed due to future right-of-way needs for C S A H 42. T he City will bring a final plat forward once right-of-way needs can be determined. Zoning: T he property is zoned P (Institutional). In this zone, the required development standards for this addition are as follows: Setbacks Building setback along collector streets: 40' Parking setback: 20' Building setback adjacent to residential district: 20' Maximum Building Coverage: 20% Maximum Building Height (w/o C UP): 40' T he proposed plan meets all setbacks and has been evaluated with the new lot line configuration. Site P lan, P arking and Access Access: Redwood Park is primarily accessed from Elm Drive, however, the current driveway location is too close to the Elm Drive and C SA H 42 intersection. T here is also a second park access and parking lot accessed from Walnut Lane. T he proposed site plan includes a single point of access from Elm Lane that meets access spacing requirements and a single larger parking lot. Site P lan: C urrently, the park includes an approximately 6,900 sq. ft. community building that was previously the City's community center before the C ity constructed a larger Community Center was constructed at Hayes Park to meet the C ity's growing population. T he park also includes a playground, volleyball courts, tennis courts, a basketball court, a baseball diamond, two park shelters, the pool, and a well structure. T he site plan proposes to remove most of the current park facilities and update them with modern new amenities. One shelter will be removed and retained for reinstallation within the park. T he proposed site plan seeks to expand on all of the currently available park amenities. As stated, new amenities will be added. A list of these is included below: Inclusive playground Inclusive community pool Boardwalk overlook to the pond Hammock grove Ecuavolley court Baseball diamond P arking: As noted previously, the site currently has two disconnected parking lots totaling 85 stalls. T he site plan proposes to increase the total parking stalls to 115. City ordinance requires the following parking stall design: Drive Isles: 24' for 2-way traffic Width: 9' Depth: When abutting a curb-line: 18.5' When head-to-head: 20' All of the existing parking stalls in the primary parking lot meet these requirements. However, stalls in the northern parking lot adjacent to the well house are approximately 18' deep. T he current site plan is also currently non-compliant with all parking stalls shown at 18' deep. T he Parks Department will continue to work with their consultants to determine whether the site constraints are limiting enough that they will seek a parking stall depth variance. Grading and Utilities: A major site constraint is the stormwater pond on the west side. T his pond drains a significant area including much of C SA H 42. A large 54" stormwater main also bifurcates the park just north of the proposed pool. T he C ity is proposing a 60' wide stormwater easement over the pipe as it is also buried unusually deep. As with private sites, the C ity is not permitting any structures within this 60' wide easement area to ensure utilities crews are able to service the pipe. T his limits where some of the park amenities can be located and also provides an explanation for why some of the amenities are shifted from normal cardinal directions. Pavement, courts, and other hard surfaces can cross the easement area, but any structure with a larger foundation cannot. T he site will be served with water and sewer from Elm D rive, consistent with the existing service. A s noted previously, a city well-house is also existing on the property. Parks and Public Works are currently in discussion about whether this well-house will require its own access from Walnut Lane or if it can be accessed from the parking lot as shown on the proposed plans. Elev ations: T he proposed park building is a single-story angled roof structure with the primary roof angle facing north. T he roof material is proposed to be a standing-seam metal roof common on residential homes. T he siding material is a "thermally modified wood siding", a material also commonly used for residential applications, but is also common for park facilities and boardwalks due to its resistance to moisture. T he remaining building material will be glass. Tree P reserv ation and Replacement: T he plan proposes to remove a total of 79 trees on the site of which 12 are ash trees. A tree inventory was completed, but the tree condition was not included, nor was a determination of the number of caliper inches that will need to be replaced. A condition of approval has been added to the draft resolution requiring this information to be provided prior to the issuance of a building permit for the site. Replacement trees can be counted towards the 2.5% landscape requirement on site and the landscaping plan proposed for the site is extensive. C ombined with a low building cost for the community building staff believes the requirement may already be met, but the consultants will need some further evaluation to ensure code provisions are met. Landscape P lan: As stated, code requires that 2.5% of the means construction cost of the building be incorporated on-site as landscaping. In this instance the community building is not anticipated to have a significant cost as over half the building will not be heated. A total of 88 trees are proposed to be added to the site of multiple varieties. Natural Resource staff will ensure these meet the new diversity requirements recently adopted prior to building permit. A dditional trees are anticipated as part of the C SA H underpass project as well, but their location and number at this time is illustrative until a design can be finalized. T here are a significant number of other landscaping features shown on the plan such a rain gardens, natural prairie areas and shrubs. Plans are not yet developed to a stage where the Parks Department can provide a full planting schedule. Due to the number of parking stalls, code requires that the parking lot include landscape islands which are shown on the plan. T he species mix in these islands will need to be carefully considered to ensure they will live as the islands are smaller than typically seen. Landscaping and berm are included adjacent to Elm Drive as the parking lot for the park has now shifted to the east side of the site, closer to, and facing four residential homes. Again, species, planting location and the slope of the berm will require careful consideration to ensure that headlight glare is blocked to the extent possible. B UD G E T I M PAC T: T he project is part of the 2023 Parks Referendum. Budgets and bidding are still being determined and as such elements of this plan are subject to minor changes. AT TAC HM E NT S : Area Map Z oning Map Exhibit Memo Memo Resolution WALNUT LN ELM DR 150TH ST W REDWOOD DR COUNTY ROAD 42 LOWELL DR SPRUCE D R LINDEN DR FRONTAGE RD S T R E S E L N JUNIPER LN PINEWOOD DR L I N D E N C I R PINEWOOD CIR L O W ELL CIR COUNTY ROAD 42150TH ST W SITE Redwood Park311 CSAH 42Zoned "I"Institutional ¯ ^ 0 200 400 Feet WALNUT LN ELM DR 150TH ST W REDWOOD DR COUNTY ROAD 42 LOWELL DR SPRUCE D R LINDEN DR FRONTAGE RD S T R E S E L N JUNIPER LN PINEWOOD DR L I N D E N C I R PINEWOOD CIR L O W ELL CIR COUNTY ROAD 42150TH ST W P P R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3R-3 R-3 R-3 R-3 R-3 R-3 SITE Redwood Park311 CSAH 42Zoned "I"Institutional ¯ ^ 0 200 400 Feet 11/14/2024 REDWOOD PARK PR O J E C T OV E R V I E W SPRING’24 SUMMER ‘24 FALL‘24 WINTER’24-’25 SPRING ‘25 FALL ‘25 BIDDING+ CONSTRUCTION KICK-OFF CONSTRUCTION ANTICIPATED CONSTRUCTION COMPLETION CONSTRUCTION DOCUMENTATIONSCHEMATIC DESIGN DESIGN DEVELOPMENT REGULATORY REVIEW REGULATORY REVIEW INCLUSION - PLAY PROCESS PARKS AND REC COMMISSION REVIEW AND CITY COUNCIL REVIEW COMMUNITY REVIEW + COMMENT WINTER ‘25-’26 SPRING ‘26 CURRENT SCHEDULE MASTER PLAN THROUGH PARK REFERENDUM 2022-2023 ACTIVE PLAY ZONE ELM D R C R 4 2 HILLSIDE PLAY QUIET PLAY ZONEHAMMOCK GROVE UPPER PLAY AREA UPPER PLAY AREALOWER PLAY AREA NATURALIZED EDGE NATURALIZED EDGE PARKING RELOCATED & CONSOLIDATED ENTRY BOULEVARD DROP OFF ZONE PARKING EXISTING SHELTER ECUA VOLLEY BOARDWALK / OVERLOOK NEW SHELTER TENNIS / PICKLE BALL BASKETBALL PLAY ENTRY ZONE INCLUSIVE POOL ENTRY PLAZA PLAY ENTRY ZONE FLEXIBLE LAWN COMMUNITY BUILDING W/SOLAR PANELS LEGEND 1. PATHS / TRAILS 2. PARK COMMUNITY BUILDING 3. MAINTAINED PARK BUILDING 4. IMPROVED BALL FIELD 5. COMMUNITY POOL 6. ECUAVOLEY COURT 7. BASKETBALL COURT 8. PICKLEBALL/TENNIS COURTS 9. INCLUSIVE PLAYGROUND 10. BOARWALK OVERLOOK 11. PARKING LOT 12. PLANTING BEDS 13. NATURALIZED AREAS / UNMOW 14. OPEN FLEX LAWN 15. HAMMOCK GROVE 11 10 1 1 1 1 1 1 2 13 13 13 6 7 9 14 8 5 3 3 4 12 12 12 12 E L M D R I V E WA L N U T L A N E 3 13 13 1 1 13 15 1 11/14/2024 REDWOOD PARK SCHEMATIC DESIGN SI T E P L A N FUTURE CR42 UNDERPASS PROJECT PHASE 11/14/2024 REDWOOD PARK HE A R T O F T H E P A R K ACTIVE PLAY ZONE INCLUSIVE POOL HAMMOCK GROVE HILLSIDE PLAY QUIET PLAYUPPER PLAY AREA LOWER PLAY AREA NATURALIZED EDGE NATURALIZED EDGE PARKING EXISTING SHELTER PLAY ENTRY ZONE PLAY ENTRY ZONE FLEXIBLE LAWN COMMUNITY BUILDING W/SOLAR PANELS BOARDWALK / OVERLOOK ELM DR 11/14/2024 REDWOOD PARK INTEROCEPTION PROPRIOCEPTION INTERNOCPVSUHPONUPEBSTLSNOCPATOTEAMPTEBGEROTWRE PGOLN PEDYLTEBENT PFSH PNER?SWANEAA Where your body is in space , smooth movement, pressure, body awareness 20,000 LEAGUES UNDER THE SEA THEME Imagine a play area inspired by 20,000 Leagues Under the Sea, artfully using the topography to evoke the sensation of submerging into the ocean’s depths. The play features and poured-in-place surfacing will be designed to represent three distinct zones: the upper shore, the mid-depths, and the ocean floor. The upper shore will cater to younger children, offering spinning, musical, and bal-ancing features reminiscent of playful beach side discoveries. The mid-depths, integrated into the hillside, will provide ample opportunities for parallel play, cap -turing the mysterious and adventurous spirit of underwater exploration. Finally, the ocean floor zone will feature fantastical underwater creatures, swings, climbers, that brings the magic of 20,000 Leagues Under the Sea to life for all ages. IN C L U S I O N - P L A Y FALLEN / REDWOOD TREE THEME Imagine a focal tower designed to resemble a majestic stump, teeming with a myr-iad of internal activities—enclosed spaces, openings, and sensory experiences—strategically placed on the lower side of the site. Extending from this stump, a net-work of net structures and twig-like features invites children to climb and explore, while an ADA-accessible ramp provides easy access to the stump tower. At the main entry, a fallen tree replica serves as an adventurous climbing and crawling structure, filled with nooks and crannies. This fallen tree could be inte -grated into a berm, ensuring one side is more accessible. Additionally, a dedicated play area for children aged 2-5 or a water play zone offers an ideal parallel play opportunity. The rest of the play area could feature a variety of elements, including berms with swings, spinners, and hillside play structures, creating a dynamic and inclusive environment for all. VISION TOUCH VESTIBULAR SMELL Color contrast, shape, form, and movement INTEROCPVSUUTVSOCHSBPSVLHTVSOCHSAHTVSOCMGWVLHGN TASTE HEARING INTEROTCRREPOTVSUPOHBEERUPOTNLEA Volume, tone, pitch, and rhythm of sound Process balance and movement. Distinguish between speed and direction of movement. Distinguish between a range of smells DESIGN FOR OUR 8 SENSES 11/14/2024 REDWOOD PARK SCHEMATIC DESIGN AC C E S S + C I R C U L A T I O N WHAT DO WE MEAN BY FULLY INCLUSIVE? Meeting the requirements of the Americans with Disabilities Act (ADA) is merely the starting point for Inclusive Design. The vision for this park goes beyond these standards through the expansive integration of unique inclusive site features, thoughtful designs of routes and adjacencies, distinctive way-finding and communication strategies, and accommodations for the full spectrum of sensory needs. Engaging inclusive site features - like a destination playground- alone are not sufficient to encourage the use of the park by all community members. We must design for the comprehensive needs and desires of everyone in our community. Is there a centrally located restroom that can accommodate my family member? Is there a space where one can retreat if overstimulated? Will my friend be able to navigate the park effortlessly with the information provided? These are just a few of the fundamental questions that guide our design process, ensuring our park is a welcoming and accessible space for all. The following are the guidelines of inclusive design in this park: PRIMARY PARK ENTRANCE (VEHICULAR, REGIONAL TRAIL, PEDESTRIAN) SECONDARY PARK ENTRANCE (LOCAL PEDESTRIAN ONLY) ACCESSIBLE ROUTES (FULLY ACCESSIBLE) SPECIAL FEATURE ROUTE IN PLAY ZONE (FULLY ACCESSIBLE) NEIGHBORHOOD CONNECTOR PARK ENTRY PLAZA PLAY ZONE LAWN POOL EXISTING NEIGHBORHOOD CONNECTOR EXISTING NEIGHBORHOOD CONNECTOR WAY-FINDING: MONUMENT SIGN COMMUNITY BUILDING WITH RESTROOMS ACCESSIBLE PARKING STALLS WAY-FINDING: DIRECTIONAL SIGN BICYCLE PARKING BASICS Support the basic comfort of all visitors. This includes:• Restroom access including an adult changing table• Drinking fountain• Shade and seating, especially around site features• Multiple access routes Support the basic comfort of all visitors. This includes:• Design clear entries and exits• Fencing should surround any play area• All water bodies should be screened from play area and have limited access points ACCESS CONTROL • Wayfinding provided throughout the park including park signs, trail maps, and amenity markers• Use of unique surfacing and lighting to mark area use (main trail vs. gathering space)• Maintain updated online park information to confirm park amenities and programming so visitors can know what is available before they arrive • Place important site features (water fountains and restrooms) in clear central, and easily-accessed location• Think about sound. Do not place loud activities near quiet spaces • Ensure clear routes from entrances and parking to site features• Place site features that might have overlapping activities next to one another to encourage use (lawn and playground) • Each site feature will have a clear use, boundary, and sensory expectation (high-stimulus vs. low-stimulus).• Surfacing, color, lighting, and signage will be used to define the space and communicate to the user what the space is. • When needed, access control or screening will be used to support safety and legibility of the space. • Separate trails for different primary uses (eg. bike vs. ped) • Provide a range of sensory environments from quiet escape zones to immersive sensory features • Develop play areas as a series of choose your own adventure play features • Support a unique range of amenities to support disparate interests to spark use by diverse user groups. • Place play features (such as swinging benches) outside of the play spaces for users of all ages ADJACENCIES COMMUNICATION COMPARTMENTALIZATIONPROVIDE A SPECTRUM The spaces between site amenities provide the opportunity for the user to recalibrate their senses. Wide pathways with adjacent soft plantings and buffered plaza areas can be used to transition between low-stimulus and high stimulus spaces. TRANSITIONS Soft, curvilinear pathways and planting areas with wide radii create a meandering feeling and break up long linear pathways SOFT GEOMETRY FUTURE CR42 UNDERPASS PROJECT PHASE 11/14/2024 REDWOOD PARK AR C H I T E C T U R E 117 LARGE GATHERING SPACE 118 STORAGE 114 TOILET 113 TOILET 119 POOL MECHANICAL 112 MECHANICAL 103 LIFEGUARD & FIRST AID TOILET 116 107 CHANGING ROOM 109 CHANGING ROOM 111 CHANGING ROOM 110 CHANGING ROOM 108 CHANGING ROOM 106 CHANGING ROOM 105 CHANGING ROOM 120 CHEMICAL ROOM 121 CHEMICAL ROOM 102 ADMIN / CONCESSIONS 101 CORRIDOR 104 CORRIDOR VESTIBULE 115 PATIO 150 POOL DECK 151 LOCKERS 1/8" = 1'-0" 8 16 320 REDWOOD PARK AQUATICS 11/12/24 | JLG 24326 | © 2024 JLG ARCHITECTS FLOOR PLAN 0'4'12'24' 0'4'12'24' City of MEMO Building Inspections TO: Alex Sharpe, j(AICP) City Planner FROM: George Dorn, Chief Building Official DATE: November 22, 2024 SUBJECT: 311 150th St. W. Redwood Park  SAC determination is required from Met Council prior to permit issuance from the city.  Geotechnical reports, boring log and Special Inspector Agreement are required prior to permit.  Submit plans to Minnesota Department of Labor, Plumbing Division for review of proposed plumbing, roof drainage, sanitary and storm design.  Recycling area is required per MSBC 2020 1303.1500 Subpart 1 in accordance with Table 1-A. Show calculations on plans for the recycling area. Indicate the recycling area sq. ft. area on the Civil page.  Separate sign permits are required. Signed structural drawings will be required for review with the Building Permit application.  The City of Apple Valley has adopted the 2020 MSBC 1306, subpart 3 Special Fire Protection systems. This section would require the building to have an automatic sprinkler system installed based on occupancy type and square footage.  Submit plans to the Minnesota Department of Health for review and approval.  A grease interceptor is required for this project per City Ordinance Chapter 51.08 (B) (d). Provide menu.  The domestic and fire suppression water supply is required to be split outside the building with separate shut off valves. Contact our City Engineer for acceptable connections.  The boardwalk/overlook area may need a guard rail per State building code1015. Please review this section of code. Guards shall be located along open-sided walking surfaces.  A separate electrical permit is required for solar installation. Structural engineering is required to accommodate the additional roof loading for the panels.  Architectural, Structural and Civil plans are required to be signed with the permit application.  The building code in your analysis would be incorrect. We are using the Minnesota State Building Code 2020 and the Minnesota State Fire code 2020. We are also under the 2020 Minnesota State Accessibility Code. Please see the State of Minnesota Department of Labor and Industry for all relevant codes in Minnesota. The city will do a full comprehensive code analysis at permit submittal.  The 2-inch lawn irrigation will need a backflow prevention device. CITY OF MEMO Public Works TO: Alex Sharpe, AICP, City Planner FROM: Evan Acosta, Assistant City Engineer DATE: December 13, 2024 SUBJECT: Redwood Park Plans Dated 12/04/2024 Alex, The following are comments regarding the Redwood Park Preliminary Site Plans dated December 4, 2024. Please include these comments as conditions of approval. General Site 1.All work and infrastructure within public easements or right of way shall be to City standards. 2.Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a.Shoring (if applicable) b.Material Storage. c.Haul routes to and from the site. d.Phasing 3.No construction work shall begin prior to a preconstruction meeting conference with a Public works and a Building Inspections representative. 4.Provide a copy of the approval letter from the Department of Labor and Industry (DOLI) prior to construction. 5.Public Works Department (952-953-2400) shall be notified a minimum of 48 hours for any required water main shutdowns and/or connections. 6.A stormwater maintenance agreement will be required for the filtration basins. 7.Plans should include reference to all used City of Apple Valley standard detail plates. All Standard detail plates should be shown in the details section of the plans. 8.Final location of vehicle access to well house to be approved by Public Works Director. 9.It’s recommended that the perimeter 5’ concrete sidewalk be increased to an 8’ bituminous trail along Elm Dr and Walnut Ln. The boulevard width may be reduced to accommodate the increased trail width. 10.Include Auto turn drawing for service and emergency vehicles entering and leaving the site. 11.Pavement section for public roadways shall match existing roadways and be shown on the plans. 12.All retaining walls over 4’ shall be designed by a licensed professional engineer in the state of Minnesota. 13. Final signage plan and details (i.e. pedestrian crossing signage, ADA, directional signs, no parking, buffer/storm water signs, no snow storage in storm water basins, etc…) to be approved by City Engineer. Permits 14. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 15. Department of Labor and Industry (DOLI) shall review private utilities. 16. A right of way permit will be required for all work within public easements or right of way. 17. The applicant will be subject to the requirements of the State NPDES Construction Storm water Permit. The applicant must provide proof of permit. Grading & Drainage Plan 18. Final Storm Water Pollution Prevention Plan (SWPPP) shall be included with plans and shall be reviewed and approved by City Engineer. 19. Provide the overall site composite Curve Number (CN) along with the impervious % on the area tabulation. 20. The NWL, 100-year HWL and EOF should be indicated on plan sheets for storm water ponds. Storm Sewer 21. Provide a profile of the CBMH 15 – EX STMH 10 storm run. 22. Provide cross section details for the proposed filtration basins. Sanitary Sewer and Water main 23. Provide additional drawing showing required hydrant coverage for site. 24. Domestic water and fire service shall be split outside the existing building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City of Apple Valley standard detail plate SER-6. Landscape and Natural Resources 25. Applicant will be required to obtain a Natural Resources Management Permit (NRMP). 26. Tree planting must follow 15-10-5 diversity rule (current proposed landscape plan meets requirement). 27. MPCA recommends that runoff from pool decks runs through vegetation prior to discharging into surface waters. Applicant may consider discharging into vegetation versus directly into the filtration bench. A draintile cleanout may be needed. 28. Applicant must retain or replace the volume from the existing filtration basin on the west central side of the existing pond. This feature is not addressed in the provided stormwater management plan. It’s not clear what the intention of the space is. It appears to be located within the boardwalk area on the central part of the site. 29. Applicant should provide detail on snow storage locations. 30. Applicant shall obtain a MPCA Construction Stormwater Permit and submit a SWPPP for sites disturbing over 1 acre. 31. Applicant should provide detail on the scope of the boardwalk over the pond and whether the existing inlet into the pond will be accessible for maintenance. 32. Applicant shall provide cross section details of the proposed filtration basins 33. The project’s NRMP will require the tree preservation component (TPC) and tree replacement, located in Chapter 152.16 and 152.46 of City Code. Please reference Code and/or Natural Resources staff. This should include the significant tree inventory and replacement. CITY OF APPLE VALLEY RESOLUTION NO. 2025-___ A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR REDWOOD PARK AMENITY BUILDING AND POOL AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, institutional and multiple residential uses require the specific review and approval of development plans by the Apple Valley Planning Commission and City Council; and WHEREAS, approval of a building permit authorization of proposed 5,572 square foot amenity building and pool to Redwood Park has been requested by The City of Apple Valley Parks Department, on property legally described as Outlots 5, 6, and 9, Block 10, Apple Valley Third Addition, Dakota County, Minnesota; and WHEREAS, the Apple Valley Planning Commission reviewed the development plans and recommended approval at its regular meeting on DATE. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for Redwood Park Amenity Building and Pool is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. If the Building Permit is not paid for and issued within one (1) year of the date of approval, the approval shall lapse. 2. The Building Permit shall be applicable to property legally described as Outlots 5, 6, and 9, Block 10, Apple Valley Third Addition Dakota County, Minnesota. 3. A final plat shall be filed for the property which dedicates right-of-way and new easements as determined by the City Engineer. 4. Construction shall occur in conformance with the site plan dated DATE, 2024, including parking lot paving and a non-surmountable concrete curb and gutter. 5. Construction shall occur in conformance with the landscape plans dated DATE, 2024 (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City’s 2½% landscaping requirement at the time of building permit application. 2 6. Construction shall occur in conformance with the elevation plans dated DATE, 2024. Any subsequent material updates or alterations shall be approved by the City Council. 7. Subject to all conditions noted in the City Engineer’s memo dated DATE, 2024, on file with the City. 8. Subject to all conditions noted in the Building Official’s memo dated October 21, 2024, on file with the City. 9. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346 (3) (a) (b) of the city code. 10. A trash enclosure is not shown on the site. The trash enclosure location and materials shall be reviewed and approved by the City Planner. 11. Site grading shall occur in conformance with a Natural Resources Management Plan (NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading activity. 12. Infiltration areas shall be constructed in conformance with the City standards and the property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of infiltration areas. 13. Site and building lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines light to the property and shall be installed in conformance with Section 155.353 of the city code. 14. Where applicable, lighting exceeding .5 foot candles at the property line shall be downcast fixture lighting for trails, tunnels or other safety features. 15. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the erection of any signs. 16. Construction and earthmoving activities shall be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to Saturdays during the hours of 8:00 a.m. to 5:00 p.m. 17. Prior to issuance of a building permit, a construction staging and construction personnel parking plan shall be submitted and approved by the City. 3 18. The landscaping plan shall be updated to ensure that 2½% of the means construction cost is met and that replacement trees meet diversity requirements set forth in ordinance. 19. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 20. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. 21. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this ___th day of _____, 2025. __________________________________ Clint Hooppaw, Mayor ATTEST: ___________________________________ Christina M. Scipioni, City Clerk I T E M: 6.A. P L A NNI NG C O MMI S S I O N ME E T I NG D AT E:December 18, 2024 S E C T I O N:Other Business Description: Review of Upcoming S chedule and Other Updates S taff Contact: B reanna Vincent, Department Assistant Department / Division: Community Development Department AC T I O N RE Q UE S T E D: N/A S UM M ARY: Next P lanning Commission Meetings: Wednesday, J anuary 15, 2025- 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, December 18, 2025. Site plan, variance applications due by 9:00 a.m. on Wednesday, J anuary 2, 2025. Wednesday, February 5, 2025 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, J anuary 8, 2025. Site plan, variance applications due by 9:00 a.m. on Wednesday, J anuary 22, 2025. Next City Council Meetings: T hursday, December 26, 2024 - 7:00 p.m. T hursday, J anuary 9, 2025 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A