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HomeMy WebLinkAbout2023-09-20 Agenda Packet M eeting L ocation: M unicipal Center 7100 147th Street West Apple Valley, M innesota 55124 September 20, 2023 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 August 16, 2023 Regular Meeting 4.Public Hearings 5.Land Use / Action Items A.C ity of Apple Valley Police Operations Building - PC23-25-VB C onsider actions for the review and approval of the C ity of Apple Valley Police Operations building: 1. Resolution finding purchase of property and construction of police operations building is consistent with 2040 Comprehensive Plan. 2. Variance to reduce drive aisle setback from 20' to 5'. 3. Site plan review/building permit authorization for construction of a 25,000 sq. ft. police operations building for fleet storage and office area. LO C AT IO N: 14325 Flagstaff Ave PET IT IO N ER: C ity of Apple Valley 6.Other Business A.Review of Upcoming Schedule and Other Updates Planning Commission - Wednesday, October 4, 2023 - 7:00 p.m. Planning Commission - Wednesday, October 18, 2023 - 7:00 p.m. C ity Council - T hursday, September 28, 2023 - 7:00 p.m. C ity Council - T hursday, October 12, 2023 - 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 :September 20, 2023 S E C T I O N:Consent A genda Description: A pprove Minutes of A ugust 16, 2023 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 regular meeting of August 16, 2023. S UM M ARY: T he minutes of the last 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 August 16, 2023 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, Keith Diekmann, David Schindler, Phil Mahowald, Becky Sandahl and Jeff Prewitt Member(s) Absent: None City staff members attending: City Planner Kathy Bodmer, Planner Alex Sharpe, Community Development Director Tim Benetti, 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 Schindler moved, seconded by Commissioner Scanlan, approving the agenda. Roll call vote: Ayes - 7 – Nays – 0. 3. CONSENT ITEMS A. Approval of Minutes of August 2, 2023 MOTION: Commissioner Scanlan moved, seconded by Commissioner Schindler, approving the minutes of August 2, 2023. Roll call vote: Ayes - 7 – Nays – 0. 4. PUBLIC HEARING None 5. LAND USE A. Eagle Pointe 2nd Addition Planner Bodmer provided a brief presentation. Chair Kurtz thanked Planner Bodmer for the further details and explanation concerning the addition of the units. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 16, 2023 Page 2 of 6 Commissioner Sandahl also expressed appreciation for the additional information provided. Commissioner Scanlan asked if the variance was still being requested. Planner Bodmer stated that it has been dropped for now. It will be brought back at a later date if requested. Commissioner Prewitt asked if this still meets the zoning and comprehensive plan. Planner Bodmer stated that it does. MOTION: Commissioner Scanlan moved, seconded by Commissioner Sandahl, to recommend approval of a subdivision by preliminary plat to create a total of 30 villa and townhome units subject to conditions 1 through 10 in the staff report. Roll call vote: Ayes – 7 – Nays – 0. MOTION: Commissioner Scanlan moved, seconded by Commissioner Diekmann, to recommend approval of a site plan/building permit authorization to construct 30 villa and townhome units subject to conditions 1 through 9 in the staff report. Roll call vote: Ayes – 7 – Nays – 0. B. Frykman Impervious Coverage Variance Planner Bodmer provided a brief presentation. The Petitioner, Eric Frykman, provided a brief presentation. Assistant City Engineer Acosta provided some information on the City’s view of impervious surface and stated that pools are not considered pervious, as they take up space in the yard where water cannot infiltrate. Commissioner Scanlan asked if this variance would be premature and if the item should be looked at once the pool permit is remedied. Planner Bodmer stated that the Petitioners would like to move forward. City Attorney Hills stated that the issue with the pool decking is separate from the variance. Chair Kurtz asked if the City would approve something that is not what was initially approved. City Attorney Hills stated that when the applicants requested the pool permit, they were within the impervious surface coverage limits but when it was constructed, it was CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 16, 2023 Page 3 of 6 significantly larger than what the plans showed. The applicants now want to build a third garage stall but have exceeded the impervious surface limit with the pool. Commissioner Schindler stated that if they would have come forward with the 38% coverage currently, they would have been able to use the mitigation methods to get it approved and within the 5%. Commissioner Schindler stated that as long as they can get the coverage within the 40%, the variance would not be needed. They may need to remove some of the pool surround or alter the driveway. He said he would not be comfortable with granting the variance. Commissioner Diekmann asked if they will need to do some type of mitigation regardless of if they build the three-car garage. Planner Bodmer stated yes. Commissioner Diekmann stated that he did not find any practical difficulty to allow the variance. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend denial of a variance to increase the impervious surface coverage from 35% to 42.2% to allow construction of a 12’x28’ third garage stall. Roll call vote: Ayes – 7 – Nays – 0. C. 12787 Dunham Way Impervious Surface Variance Planner Sharpe provided a brief presentation. Commissioner Diekmann asked when the shoreland overlay district was put in place. Planner Sharpe stated it was put in place prior to the home being constructed but may not have been enforced at that time. Chair Kurtz asked if the homeowners were aware of the zone when the home was purchased. Planner Sharpe said that he did not know. Commissioner Prewitt asked if a third-party engineer has been involved in reviewing the designs by the applicant. Planner Sharpe said there may have been a pool company involved but no third-party engineer. Even with mitigation, there is still concern since they are requesting to go a significant amount above. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 16, 2023 Page 4 of 6 Commissioner Scanlan mentioned that Lake Farquar is under significant pressure in terms of water quality and a lot of time has been spent to ensure water runoff is being handled in other developments nearby. He stated that an engineering firm should look at the mitigation efforts proposed by the applicant to ensure it is something that will work. Commissioner Mahowald asked what mitigation methods are available when it comes to steep inclines. Planner Sharpe stated that he would defer to a third-party engineer rather than the City to come up with potential options for mitigation. Commissioner Mahowald said the basis for his question was that the neighbor’s property appears to be native vegetation and if an engineer could say that it would absorb and do what it is intended to do as opposed to a French drain. Planner Sharpe stated that the vegetation of the subject property is similar to the neighbor’s yard. The slope is severe on the subject property and the park is quite wet and the entire hillside vegetative. There are issues with the lake already on major rain events so the native vegetation is not doing all the treatment that it would need to do, but the City cannot state what would work. Commissioner Schindler stated that he is not in favor of a variance due to the high percentage increase. He asked if the mitigation methods for bypassing some of the impervious surface would be something that would need to be added from a code standpoint. Planner Sharpe stated that it would need to come forward as a variance by each individual person who wants to go over their allowance. Stormwater is unique in that it could possibly be mitigated as opposed to other variances like height or setback variances. The City already has the 5% provision in the other zones available for mitigation measures built-in. Commissioner Schindler asked if a homeowner comes forward with a design from an engineering firm that will increase rainwater treatment, they could go over the impervious surface allowance. Planner Sharpe said that for staff to bring a positive recommendation, they would need to see an improvement upon existing conditions not created by the applicant. Without that, staff would have difficulty providing a positive recommendation as the variance provisions state that the “plight of the applicant is due to circumstances unique to the property and not created by the applicant”. The way that they could meet potentially meet that is through an engineered design. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 16, 2023 Page 5 of 6 Commissioner Schindler said that the next point would be whether the engineer’s design would be enough for Planning Commission to make a judgement call on if that will provide adequate mitigation. The other part is that impervious surface is not only about stormwater retention but also aesthetics and fitting in with the neighborhood. Commissioner Schindler asked if the 5% provision was done because that was what the City thought could be mitigated or was it based on an aesthetic reasoning. Planner Sharpe said that the 5% provision was just added in 2018 and was seen as a way of allowing homeowners to increase their impervious surface without needing to bring forward a significant number of variances before Planning Commission, but still achieving the goal of mitigating stormwater on site from a staff review process. Anything above the 5% would need a variance. Planner Bodmer affirmed that the 5% threshold was what staff was comfortable with. Commissioner Schindler said that without the engineering firm saying the mitigation methods will be sufficient, he did not recommend granting a variance. Commissioner Scanlan pointed out that it’s likely the homes in the area fall within the 25% impervious surface. Planner Sharpe said that would be fairly accurate for this neighborhood. A quarter to a third of the properties will be pushing that limit. The homes are from the 1980s and are larger homes likely closer to 30-35%. Commissioner Scanlan said that approving this variance could entice other properties to want to apply for variances as well and increase pressure on the lake and is not practical. Planner Sharpe stated that the 25% is easier to achieve on the largest zoning designation, R-1, it becomes more difficult in the smaller lots such as R-3. There are several properties that are close to their impervious surface coverage near the lake. Commissioner Prewitt expressed concerns with the request due to the DNR not supporting it as well as previous commentary on the negative water quality in the area and seems like this would be a high risk. Planner Sharpe stated that staff also struggles with the request which is why improvement upon existing conditions would be a mandatory piece. The Petitioner, Scott Mckague, was present and provided a brief presentation. Commissioner Mahowald asked if the calculations provided were done by the Petitioner. CITY OF APPLE VALLEY Dakota County, Minnesota Planning Commission Minutes August 16, 2023 Page 6 of 6 Mr. Mckague stated that City Engineering staff assisted with some of the calculations with the mitigation methods prior to him seeking a third-party engineer with the design. Planner Sharpe clarified that the math came from a previous project where the 5% provision and mitigations were successful. MOTION: Commissioner Diekmann moved, seconded by Commissioner Scanlan, to recommend denial of an 18.91% impervious surface variance within the Shoreland Overlay zone. Roll call vote: Ayes – 7 – Nays – 0. 6. OTHER BUSINESS A. Review of Upcoming Schedule and Other Updates The next Planning Commission meeting is scheduled for Wednesday, September 6, 2023, 7:00 p.m. The next City Council meeting is Thursday, August 24, 2023, 7:00 p.m. 7. ADJOURNMENT Chair Kurtz asked for a motion to adjourn. MOTION: Commissioner Schindler moved, seconded by Commissioner Scanlan, to adjourn the meeting at 8:30 p.m. Roll call vote: Ayes – 7 – Nays – 0. Respectfully submitted, ______________________________________ Breanna Vincent, Planning Department Assistant Approved by the Apple Valley Planning Commission on 9/20/2023 . Jodi Kurtz, Chair 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 :September 20, 2023 S E C T I O N:L and Use / Action I tems Description: City of Apple Valley P olice Operations B uilding - P C23-25-V B S taff Contact: K athy Bodmer, A I C P, City Planner Department / Division: Community Development Department Applicant: City of Apple Valley P roject Number: P C23-25-V B Applicant Date: 60 Days: 120 Days: AC T I O N RE Q UE S T E D: Staff review of the Apple Valley Police Operations Building at 14325 Flagstaff Ave. finds that the application substantially complies with the requirements of the C ity Code and recommends approval with the following motions: 1. Adopt Resolution finding proposed Capital I mprov ements to P olice F leet Storage Building consistent with City's 2040 Comprehensiv e P lan. 2. Recommend approv al of a v ariance to reduce the driv e aisle setback from the west property line from twenty feet (20') to fiv e feet (5') based on the following findings: Findings T he subject site is significantly encumbered by 75' wide pipeline easements. T he drive lane is designed to align with the existing C entral Maintenance Facility (C MF) drive lane. T he C ity issued a variance for the C MF drive lane J anuary 2023 to establish the most efficient and effective access into the west side of C MF maintenance buildings with large equipment. Matching the location of the drive lane with C MF drive lane provides more efficient snow plowing, safer connection and easier access to the C MF site and resources. Municipal well and communication lines prevent locating the lane further east. Keeping the drive lane to the west reduces disturbance to the natural area. 3. Recommend approv al of Site P lan/B uilding P ermit Authorization to construct a 25,000 sq. ft. police fleet storage garage. S UM M ARY: T he petitioner of this request, the City of Apple Valley, requests review and approval for construction of a 25,000 sq. ft. police operations building at 14325 Flagstaff Ave. T he City is in the process of completing the purchase of the 4.8-acre McNamara parcel to serve as the new police building property. T he subject property is located immediately south of the C ity's Central Maintenance Facility (C MF) site and will have an internal drive aisle connection with C MF. T he property is zoned "I-1" (Limited Industrial) which allows vehicle storage inside of a building and offices as permitted uses. Site Plan Review/Building Permit Authorization: T he Apple Valley Police Operations building is proposed to be a 25,000 sq. ft. building consisting of a 15,000 sq. ft. fleet storage area with a 10,000 sq. ft. police officer support/office area. T he fleet storage area will have a maximum storage capacity of 30 vehicles; officers will drive into the building from the north and exit through the south. T he office and support area will contain locker rooms, showers, roll call room, offices, conference room, and storage areas. T he new police operations building is not intended to replace the main Apple Valley Police Department offices located at the Municipal Building at 7100 - 147th St W, but will supplement it. Officers will park their private vehicles, gather up equipment and supplies, then obtain their police vehicles for patrol. Access to the police building site will be from a single drive access at Flagstaff Avenue on the east side of the site south of the building. A second service access is provided on the west side of the site from an internal drive connection to the C MF site. Variance: A variance is requested to reduce the setback from the west property line to the service drive aisle from 20' to 5'. T he drive lane is proposed to provide a direct connection between the police operations site and C MF resources including fuel, vehicle maintenance and similar services. T he drive lane would not be used in cases of emergency; instead, all emergency traffic will exit using the Flagstaff Ave driveway access on the east side of the site. T he site plan for the police operations building shows that the drive aisle would align with the C MF drive aisle to the north. A variance was requested and obtained for the C MF drive lane J anuary 26, 2023, to reduce the setback from 20' to 5' from the west property line. A variance was requested for the C MF drive aisle to ensure the C ity's large maintenance vehicles would be able to access the west garage doors efficiently in one motion (eliminating the need for backing). Although the police drive lane could be curved to meet the setback requirement on the police site, a municipal well and communications lines prevent shifting further to the east. A straight alignment is best for winter maintenance and overall safety for the two sites. Keeping the drive lane to the west also reduces impacts and disruptions to the natural, undisturbed area, in the center of the site. T he drive lane currently exists on the site immediately adjacent to the screening fence; a five foot (5') setback will provide an improved condition by eliminating impervious surface immediately adjacent to the property line. B AC K G RO UND: In 2022, the City approved the C entral Maintenance Facility (C MF) expansion project at 6442 - 140th St. W. In order to make room for a new fleet maintenance building, the existing police cold storage building is proposed to be removed. Once the police cold storage building is removed, AVPD will need a fleet storage garage. While assessing its facility needs, AVPD determined that support facilities such as locker rooms, roll call rooms, training rooms, and more were needed in addition to fleet storage. Resolution Finding C ity's Purchase and C apital Improvement Consistent with 2040 Comprehensive Plan. Minnesota Statutes, Section 462.356, Subdivision 2, states that after a comprehensive plan has been approved, no capital improvements may be authorized by the municipality on any publicly-owned property until after the planning agency has reviewed the proposed capital improvement and reported in writing whether the improvements are consistent with the comprehensive plan. T he purchase of real estate and large capital improvements to C ity-owned property must be reviewed by the Planning Commission with findings forwarded to the C ity Council. Chapter 2 of the City of Apple Valley's 2040 Comprehensive Plan contains 12 Keys that describe the C ity's leading priorities and principals into 2040. T he architects reviewed the keys and offered a number of ways the new police fleet storage building aligns with the City's 2040 Comprehensive Plan: Key 1 - Service: T he Police Operations building provides C ity with critically important policing services for the community. Key 2 - A Great Place to Live: T he Police Operations building provide services which enhance the unique qualities of Apple Valley. Key 4 - Safe: T he Police Operations building provide critical safety operations for the entire C ity. Key 6 - Healthy and Active: T he services provided at the Police Operations building allow for the residents of Apple Valley to have safe and secure access to the many recreation facilities through the system of sidewalks, trails, and bike lanes connecting the neighborhoods of the City. Key 7 - Sustainable: As part of the planning for the new Police Operations building a number of components were added to enhance the overall sustainability of the site and building. T he new Facility will be implementing Green Globes Building C ertification, which is a science-based, three-in-one building rating system that evaluates the environmental sustainability, health and wellness, and resilience of commercial buildings and sites. A series of systems strategies have been implemented into the designs which are described in more detail in the architect's project summary. Key 8 - Accessible: T he Police Operations building provides the services required for securing the multifaceted transportation system which support and enhance the city of Apple Valley B UD G E T I M PAC T: T he C ity C ouncil is requested to review the Land Use application request which all property owners must follow in order to undertake a large building addition and site improvement project. T he Police Operations building funding and budgeting will be discussed under a separate process. AT TAC HM E NT S : Resolution Background Material Map Applicant L etter Plan S et Plan S et Plan S et CITY OF APPLE VALLEY PLANNING COMMISSION RESOLUTION NO. _____ WHEREAS, Minnesota Statutes, Section 462.356, Subdivision 2, charges the Planning Commission with the review of any City action relating to the acquisition or disposal of City owned interest in real property or the authorization of any capital improvement thereto to determine such action's compliance with the local Comprehensive Plan; and WHEREAS, the City is considering an action for which the Planning Commission is charged to review under said Statute, specifically the purchase of property located at 14325 Flagstaff Avenue and legally described as Lot 1, Block 1, MCNAMARA APPLE VALLEY ADDITION and including the construction of a 25,000 sq. ft. police operations building; and WHEREAS, the Planning Commission reviewed at its regular meeting of September 20, 2023, the land purchase and capital improvements to the Apple Valley Police Operations Building; and WHEREAS, the Planning Commission’s review finds that it is consistent with the goals, polices and implementation procedures of the Apple Valley Comprehensive Plan 2040. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Apple Valley that the City Council of Apple Valley be advised that the proposed acquisition of real property and capital improvements to the Apple Valley Police Operations Building is in conformance with the Apple Valley 2040 Comprehensive Plan. ADOPTED this 20th day of September, 2023. _______________________________ Jodi Kurtz, Chair Apple Valley Police Operations Building PROJECT REVIEW Existing Conditions Property Location: 14325 Flagstaff Avenue. Immediately south of the Apple Valley Central Maintenance facility and east of the Cedar Isle Estates neighborhood. Legal Description: Lot 1, Block 1 McNamara Apple Valley Addition Comprehensive Plan Designation IND (Industrial) Zoning Classification I-1 (Limited Industrial) Existing Platting Platted lot of record. Current Land Use Office and warehouse facility. Size: 4.81 Acres Topography: Mostly flat Existing Vegetation Disturbed landscape/grasses. Area of volunteer vegetation. Other Significant Natural Features NA Adjacent Properties/Land Uses NORTH City of Apple Valley Central Maintenance Facility Comprehensive Plan INS (Institutional) Zoning/Land Use P (Institutional) SOUTH Vacant Lot Comprehensive Plan IND (Industrial) Zoning/Land Use I-1 (Limited Industrial) EAST Eastview High School/Johnny Cake Ridge Park West Comprehensive Plan INS/Park (Institutional/Park) Zoning/Land Use P (Institutional) WEST Cedar Isle Estates Comprehensive Plan LD (Low Density Residential (3-6 units/acre)) Zoning/Land Use R-3 (Single family residential, 11,000 sq. ft. min. lot) Development Project Review Comprehensive Plan: The property is currently guided in the 2040 Comprehensive Plan for “IND” (Industrial) land uses. The proposed facility, containing both a police vehicle storage area and supporting offices, would be consistent with the comprehensive plan designation. Resolution Finding City's Purchase and Capital Improvement Consistent with 2040 Comprehensive Plan. Minnesota Statutes, Section 462.356, Subdivision 2, states that after a comprehensive plan has been approved, no capital improvements may be authorized by the municipality on any public owned property until after the planning agency has reviewed the proposed capital improvement and reported in writing whether the improvements are consistent with the comprehensive plan. The purchase of real estate and large capital improvements to City-owned property must be reviewed by the Planning Commission with findings forwarded to the City Council. Chapter 2 of the City of Apple Valley's 2040 Comprehensive Plan contains 12 Keys that describe the City's leading priorities and principals into 2040. The architects reviewed the keys and outlined a number of ways the new police building aligns with the City's 2040 Comprehensive Plan:  Key 1 - Service: The Police Operations building provides City with critically important policing services for the community.  Key 2 - A Great Place to Live: The Police Operations building provides services which enhance the unique qualities of Apple Valley.  Key 4 - Safe: The Police Operations building provide critical safety operations for the entire City.  Key 6 - Healthy and Active: The services provided at the Police Operations building allow for the residents of Apple Valley to have safe and secure access to the many recreation facilities through the system of sidewalks, trails, and bike lanes connecting the neighborhoods of the City.  Key 7 - Sustainable: As part of the planning for the new Police Operations building a number of components were added to enhance the overall sustainability of the site and building. The new Facility will be implementing Green Globes Building Certification, which is a science-based, three-in-one building rating system that evaluates the environmental sustainability, health and wellness, and resilience of commercial buildings and sites. A series of systems strategies have been implemented into the designs which include: o Upgraded insulation values o Bullet resistant, insulated, Low-E window systems o Kalwall "windows" at the Vehicle Storage area (efficient and impact resistant) o High-speed overhead doors o LED lighting throughout o Solatube skylights in the Vehicle Storage area o Occupancy sensors in most areas without automatic dimming, light level adjustments  Key 8 - Accessible: The Police Operations building provides the services required for securing the multifaceted transportation system which support and enhance the city of Apple Valley Zoning: The property is zoned “I-1” (Limited Industrial). A storage garage with supporting office area is a permitted use in the zoning district. Preliminary Plat: No change to the existing lot of record is requested. Site Plan: The site plan shows the layout of the proposed 25,000 sq. ft. police operations building site at 14325 Flagstaff Ave. The proposed site location is the 4.8-acre McNamara property located directly south abutting the City’s Central Maintenance Facility (CMF) on the southwest corner of 140th St. W. and Flagstaff Ave. The building is proposed to provide a 15,000 sq. ft. storage garage for a maximum of 30 vehicles and a 10,000 sq. ft. police officer support and office area. One access to the site is available on the east side of the site from Flagstaff Ave. A service drive aisle along the west side of the site provides a direct connection to the CMF site to the north. The police operations building will support the main police station at the Municipal Center at 7100 – 147th Street West. Parking: The City Code does not list a minimum parking space requirement for a police fleet storage building. The use of the building is very specialized and unique. Staff has been informed that the maximum daily use of the site at any one time will require a maximum of 15 parking spaces, with a maximum capacity of 28 parking stalls potentially needed in very rare circumstances. A total of 36 parking spaces are shown on the site which will be sufficient according to the operational study. If necessary, additional parking could be provided from the CMF site to the north. An additional large open area on the west side of the site could be paved in the future if the City determines additional parking is needed. Variance: A setback variance is requested to reduce the setback for the drive aisle on the west side of the site which connects the police garage facility to the CMF main site. The drive aisle provides a second access/exit for the site and allows a direct connection to CMF resources including fuel, vehicle maintenance and similar services. The police building site plan shows that the drive aisle would align with the CMF drive aisle for which a variance was requested and obtained to reduce the setback from 20' to 5'. A variance was requested for the CMF drive aisle to ensure sufficient maneuvering room for the City's large maintenance vehicles to access the west garage doors efficiently in one motion (eliminating the need for backing). Although the police drive lane could be curved to meet the setback requirement, a straight alignment is best for winter maintenance and overall safety. The drive lane currently exists on the site immediately adjacent to the screening fence between the neighborhood and the former McNamara property, so a five foot (5') setback will provide an improved condition. Grading/Drainage Plan: The civil plan set is being designed under the direction of the City Engineer. No outstanding issues have been identified. Utility Plan: Utilities are available at the site. The civil plan set is being designed under the direction of the City Engineer. No outstanding issues have been identified. Elevation Drawings: The exterior of the building is proposed to be constructed of a precast concrete panel with a metal cladding in the upper portions for a decorative treatment. Landscape Plan: The landscaping requirement for limited industrial areas is the following: the value of the landscape plantings must meet or exceed 1.5% of the value of the construction of the building. A landscape bid will be reviewed to ensure this requirement is met. The natural resources department is providing guidance to create pollinator-friendly areas. Street Classifications/Accesses/Circulation: Flagstaff Avenue is classified as a Minor Collector street with an 80’ wide right-of-way. Flagstaff Avenue extends from 140th Street south to 160th Street and into Lakeville where it also serves as a collector street. One access point is proposed into the site from Flagstaff Ave. Pedestrian Access: The police operations building site is proposed to be secured by an 8’ tall fence with access allowed through a gate. No public access is provided at this building; all police business with the public will be conducted at the main Apple Valley Police Offices at 7100 – 147th St. W. An 8’ wide bituminous path exists along Flagstaff Ave. The absence of a sidewalk connection will provide a visual clue that public access is not available at this facility. Public Safety Issues: The proposed new facility will replace the existing police storage garage that is being demolished to make room for the new fleet maintenance building on the CMF site. In addition to garage area to park up to 30 police vehicles indoors, the building will contain police officer support facilities including locker rooms, showers, roll call room, offices, conference room, and storage areas. The police operations building will supplement the main police department operations at 7100 - 147th St. W. Recreation Issues: None identified. The site is directly across the street from Eastview High School and Johnny Cake Ridge Park West. Signs: No sign approvals are given at this time. No signs may be installed prior to the issuance of a permit. A separate sign permit must be obtained prior to the installation of any signs on the site or the building. Public Hearing Comments: No public hearing is required for review of the actions requested this evening. SITE 140TH ST W FLAGSTAFF AVE 145TH ST W FL A G S T O N ETRL F L ORAWAY F O X T AILLN FOOTBRIDGEWAY FRIDAY LN FOR ESTLNFLINTWOODWAY FL A X WAY FLYCATC HER LN APPLE VALLEY POLICEOPERATIONS BUILDINGµAERIALLOCATION MAP ^ SITE P P P P P P RB I-2 I-2 R-3 R-3 R-5 R-3 I-1 R-3 R-3 R-3 R-3 R-3R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 R-3 I-1 R-3 I-1 I-1 R-3 I-1 R-3 R-3 I-2 M-5C M-3B PD-746 PD-580 PD-409 PD-342 PD-409 PD-580 PD-646 PD-1053 140TH ST W GALAXIE AVE 1 4 7 T H S T W FLAGSTAFF AVE JOHNNY CAKE RIDGE RD 145TH ST W FOLIAGE AVE F LA G S T O N E TRL 139T H STW 146TH ST W 142ND ST W F I N DLAYAVE FAIRLAWN AVE FE R N ANDO A V E FO X T A I LLN F O RDHAMAVE 148THSTW EVEREST AVE UPPER 147TH ST W EXLEY LN FAWNRID G E WAY E X C E L SIORLN FOSSILLN 137TH S T W FAIR O A K LN FOUNTAIN AVE FLINTWOOD WAY F L A XWAY FLORENCE TR L E X L EY WAYFALLBROOK WAY FERNAND O AVE E V E R E S T A V E 1 3 7 T H S T W 2 1 1 1 1 2 2 2 1 1 3 1 1 1 1 1 1 3 µ APPLE VALLEY POLICEOPERATIONS BUILDING ZONING MAP ^ Near Map (Oblique Aerial) McNamara Property 14325 Flagstaff Ave SITE Flagstone Tr 2 Police Department Planning Summary Oertel Architects performed an analysis of the existing CMF facility for building condition, general code compliance, operational functionality, and predicted future growth and needs. The Police Department had been using an existing cold storage building which was part of the CMF site for operational requirements. As part of the work associated with the CMF renovations and additions the existing cold storage building will be demolished to accommodate CMF operations. Due to the existing cold storage building being demolished the Police Department requires a new facility to meet long-term operational demands. Identification of Needs The new building was planned based on current and future needs based on staff interviews, our program analysis, comparison to other facilities within the metro, and current overall industry standards. The following areas were identified as operational requirements for the new facility and site: a. Secure exterior parking and training area b. Vehicle storage c. Evidence storage d. Gear storage e. Roll call room f. General office and conference spaces g. Breakroom and kitchenette h. Exercise and training room i. Locker room, therapy room, shower rooms, and restrooms Building and Site Space Summary New Police Building: 25,068 SF Total Site Area: 209,157 SF Building Area Site Coverage: 12% Planning Summary The Police Department site is zoned type I-2 which allowed building coverage of 30%. The proposed building square footage of the new building brings the building coverage to 12%. During the planning process for the CMF site it was determined that the additional building area which is required to meet the operational requirements of Public Works would serve the City to the greatest extent on 2 the existing site. As a result of the planning for the Public Works operations it was necessary to demolish the existing cold storage building which was being used by the Police Department. The new Police Building will be located just south of the CMF site, with a direct connection to the existing CMF site. This direct connection is ideal for the Police fleet to be able to directly share the amenities of the existing CMF site which increases operational efficiency. · During the planning process the Civil Engineers completed a number of studies to determine the location of the new Police building and the new road to connect the existing CMF site to the new Police Department site. · The ideal location for the building, due to existing grade locations, is the eastern half of the site which is generally flat and has direct access to Flagstaff Avenue. · The only feasible location a direct connecting road to the existing CMF site is the far western portion of the site, where existing grade conditions allow for a drivable slope. · The new drive lane requires a new curb line towards the west property line, which would encroach upon the required parking setbacks for the site. The proposed drive lane aligns with the proposed drive lane for the soon to be renovated CMF site, which would provide a straight drive lane connecting the two sites. During the master planning process the design team took into account the City of Apple Valley’s long term 2040 Comprehensive Plan. The 2040 Comprehensive plan has a number of Key goals for the vision of the future of Apple Valley. A number of those keys which are identifiable as being inclusive for the proposed Police Department Facility as follows: · Key 1 - Service: The Police Department Facility provides City required policing services for the community. · Key 2 - A Great Place to Live: The Police Department Facility provide services which enhance the unique qualities of Apple Valley. · Key 4 - Safe: The Police Department Facility provide critical safety operations for the entire City. · Key 6 - Healthy and Active: The services provided at the Police Department Facility allow for the residents of Apple Valley to have safe and secure access to the many recreation facilities through the system of sidewalks, trails, and bike lanes connecting the neighborhoods of the City. · Key 7 - Sustainable: As part of the planning for the new Police Department Facility we are planning on incorporating numerous components to enhance the overall sustainability of the site and building. The new Facility will be implementing Green Globes Building Certification, which is a science-based, three-in- one building rating system that evaluates the environmental sustainability, health and wellness, and resilience of commercial buildings and sites. A series of systems strategies have been implemented into the designs including:  Implementing Green Globes Building Certification  Upgraded insulation values  Bullet resistant, insulated, Low-E window systems  Kalwall "windows" at the Vehicle Storage area (efficient and impact resistant)  High-speed overhead doors  LED lighting throughout  Solatube skylights in the Vehicle Storage area  Occupancy sensors in most areas without automatic dimming, light level adjustments 2  High efficiency gas fired water heaters  Provisions for PV panels at the Vehicle Storage area  High efficiency HVAC systems at renovated and new facilities  Non-invasive, drought tolerant native plantings  Pollinator friendly plantings  Resilient building materials · Key 8 - Accessible: The Police Department Facility provides the services required for securing the multifaceted transportation system which support and enhance the city of Apple Valley 160th Street (Co. Rd 46) Pi l o t K n o b R d 140th Street McAndrews Rd Ga r d e n V i e w D r i v e Ce d a r A v e 150th Street (Co. Rd 42) Inte r s t a t e 3 5 E CLINT HOOPPAW TOM MELANDER THOMAS C. GOODWIN JOHN BERGMAN COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER MAYOR RUTH A. GRENDAHL COUNCIL MEMBERVICINITY MAP CITY PROJECT NUMBER 2021-172 0 Horizontal scale in feet 1500 3000 POLICE GARAGE SHEET NUMBER SHEET TITLE GENERAL G0.01 TITLE SHEET G0.02 LEGEND G0.03 GENERAL NOTES CIVIL C0.01 EXISTING CONDITIONS & REMOVAL PLAN C0.02 SITE PLAN C1.01 TYPICAL SECTIONS C2.01 - C2.03 SWPPP C3.01 GRADING, DRAINAGE AND EROSION CONTROL PLAN C4.01 UTILITY PLAN C7.01 PAVING, SIGNING & STRIPING PLAN C8.01 STANDARD DETAIL PLATES C8.02 - C8.07 PEDESTRIAN CURB RAMP DETAILS G0.01 TI T L E S H E E T CITY HALL BID SITE PROJECT LOCATION TOM LAWELL ADMINISTRATOR MATT SAAM PUBLIC WORKS DIRECTOR THIS PLAN SET CONTAINS 21 SHEETS SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION S: \ P u b l i c - W o r k s \ P r i v a t e \ P r o j e c t s \ 2 0 2 1 P u b l i c I n f r a s t r u c t u r e P r o j e c t s \ 2 0 2 1 - 1 7 2 P o l i c e G a r a g e \ C A D \ D w g \ 2 0 2 1 - 1 7 2 - G 0 0 1 . d w g 8/ 1 1 / 2 0 2 3 1 1 : 3 1 : 5 4 A M CI T Y O F A P P L E V A L L E Y , M I N N E S O T A 7100 147TH ST W APPLE VALLEY, MN 55124 PO L I C E G A R A G E 2021-172 CI T Y P R O J E C T 2 0 2 3 - 1 0 4 B&M JLS JLS BSA EN G I N E E R MI N N E S O T A BR A N D O N S . A N D E R S O N ## # # 43 3 3 2 S BM ACM AC AC GGGG GGGG S BB G G G G G G G G G G G G G G OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G OE OE OE OE OE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE G G G G G G G G G G G G G G G G G G G OE OE OE OE OE OE OE OE > > > > > > > > > > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S DD D D D D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X X X X X X X X X X X X X X X X X FOOTBR I D G E W A Y FL A G S T A F F A V E 14007 14352 14348 14009 14436 EX SSMH RIM= 962.22 INV=948.97 NE INV=947.35 W, E EX SSMH RIM=958.80 INV= 954.37 W (4" CIP) INV=953.82 S (8" PVC) EX SSMH RIM= 960.09 INV=947.71 W EX SSMH RIM= INV=942.22 N (PER AS-BUILT) 15" RCP 20" DIP 15" RCP 20" DIP 12 " D I P 18 " D I P R A W 20 " D I P R A W EX SSMH RIM= 978.74 INV=946.60 (DROP PER AS-BUILT) INV 942.22 S (PER AS--BUILT) 974 975 976 973 972 971 970 969 968 966 967 965 964 963 962 961 960 959 958 95 9 959 95 7 95 9 9 6 0 95 9 958 957 95 6 957 9 5 9 978 970 975 966 A REMOVE EXISTING BUILDING & ALL ASSOCIATED ACCESSORIES REMOVE EXISTING CURB AND GUTTER REMOVE EXISTING TREES AND BRUSH REMOVE EXISTING BITUMINOUS PAVEMENT SAWCUT BITUMINOUS PAVEMENT REMOVE EXISTING SANITARY STRUCTURE C E F G H KEYNOTE LEGEND REMOVE POWER POLE (BY OTHERS)I C0.01 EX I S T I N G C O N D I T I O N S & R E M O V A L P L A N SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION S: \ P u b l i c - W o r k s \ P r i v a t e \ P r o j e c t s \ 2 0 2 1 P u b l i c I n f r a s t r u c t u r e P r o j e c t s \ 2 0 2 1 - 1 7 2 P o l i c e G a r a g e \ C A D \ D w g \ 2 0 2 1 - 1 7 2 - C 0 . 0 1 . d w g 8/ 1 1 / 2 0 2 3 1 1 : 3 2 : 2 1 A M CI T Y O F A P P L E V A L L E Y , M I N N E S O T A 7100 147TH ST W APPLE VALLEY, MN 55124 PO L I C E G A R A G E 2021-172 CI T Y P R O J E C T 2 0 2 3 - 1 0 4 B&M JLS JLS BSA EN G I N E E R MI N N E S O T A BR A N D O N S . A N D E R S O N ## # # 43 3 3 2 N 0 30'60' E E E F F F F A C C C H WARNING HIGH-PRESSURE PIPELI N E ( S ) EXCAVATION AND/OR CONSTRUCTION PROHI B I T E D WITHOUT COMPLIANCE W I T H STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE C O M P A N Y CAUTION BOULDERS TO REMAIN IN PLACE UNLESS NOTED OTHERWISE POSSIBLE SEPTIC SYSTEM LOCATION PER ESA REPORT PREPARED BY BRAUN INTERTEC DATED 7/17/2023 G G G G G G F F SEALED WELL I I RELOCATE BOULDERS INSTALL SALVAGED BOULDERS HERE AFTER REMOVAL OF DRIVE ENTERANCE NOTES 1.ALL TREES IDENTIFIED FOR REMOVAL TO BE MARKED BY THE ENGINEER. 2.REMOVAL LIMITS TO BE MARKED BY THE ENGINEER 3.ALL SAWCUTTING IS INCIDENTAL. 4.CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY REMOVALS OR RELOCATIONS ON SITE. 5.ALL CONSTRUCTION SHALL BE PERFORMED WITH STATE & LOCAL STANDARD SPECIFICATION FOR CONSTRUCTION. 6.ALL WORK & INFRASTRUCTURE WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY SHALL BE TO CITY STANDARDS. 7.NO CONSTRUCTION SHALL BEGIN PRIOR TO A PRECONSTRUCTION MEETING WITH A PUBLIC WORKS & BUILDING INSPECTIONS REPRESENTATIVE. 8.PUBLIC WORKS DEPARTMENT SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF ANY REQUIRED WATERMAIN SHUTDOWNS AND/OR CONNECTIONS. 9.CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS. 10.A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY. 11.THE LOCATION OF THE EXISTING SANITARY AND WATER SERVICES COULD NOT BE LOCATED. THESE WILL NEED TO BE LOCATED AND REMOVED TO THE MAIN. EXISTING COMMUNICATIONS TOWER TO BE REMOVED (BY OTHERS) REMOVE EX FENCE PK G PK G PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G BB B B B B X BL D G BL D G BL D G BL D G BL D G BL D G BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BLD G BLD G BLD G BLD G BLD G BLD G BLD G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BLD G BLD G BLD G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE > > > > > > > > > > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S DD D D D D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X X X X X X X X X X X X X X X X X FOOTBR I D G E W A Y FL A G S T A F F A V E 14007 14352 14348 14009 14436 69 . 3 4 ' 10'X20' STALLS 10'X20' STALLS 10 16 15' 61.34' 24 2 . 6 7 ' 41.34' 26 ' 6 4 10'X20' STALLS 40.67' FILTRATION BASIN 121.34' 38 . 5 4 ' 12 ' TRASH ENCLOSURE AREA COORDINATE ARCHITECTURAL & STRUCTURAL PLANS TRANSFORMER PAD COORDINATE W/ELECTRICAL PLANS EXISTING CHAIN LINK FENCE EXISTING PRIVACY FENCE PROPOSED FENCE AND GATE EXISTING PRIVACY FENCE PROPOSED GATE 40 . 3 4 ' 29 . 3 4 ' 2' 12 ' 13' 41.34' S 5 4 ° 4 8 ' 1 8 " E 3 0 8 . 8 2 R3.5 ' R 2 0 ' R25' R35' R 3 . 5 ' R 3 . 5 ' R3.5 ' R 1 5 ' R 3 . 5 ' R1 2 ' R 2 . 8 3 ' R3.5 ' 18' 75' WIDE GAS EASEMEN T PROPOSED BUILDING FFE = 25,068 SF LIGHT POLE (TYP) SEE ELECTRICAL PLANS 6.8' 40' 20' MATCH EX B618 CURB & GUTTER MATCH EX B618 CURB & GUTTER TRANSITION TO FLAT CURB TRANSITION TO FLAT CURB ADA PARKING SIGN (SEE DETAIL SHEET C1.01) 5' R 2 5 ' LIGHT POLE (TYP) SEE ELECTRICAL PLANS L M N O P Q CONCRETE CURB & GUTTER PROPOSED CONCRETE SIDEWALK ADA PEDESTRIAN RAMP PROPOSED RETAINING WALL PROPOSED BITUMINOUS SIDEWALK PROPOSED BOLLARD KEYNOTE LEGEND R T TIP OUT CURB AND GUTTER ELECTRIC VEHICLE CHARGING STATION O L L M M M N Q Q P P BUILDING SETBACK FLAGSTAFF AVE (FRONT) - 40' WEST PROPERTY LINE (REAR) - 60' NORTH PROPERTY LINE (SIDE) - 10' SOUTH PROPERTY LINE (SIDE) - 10' Parking Setbacks FLAGSTAFF AVE (FRONT) - 20' WEST PROPERTY LINE (REAR) - 20' NORTH PROPERTY LINE (SIDE) - 5' SOUTH PROPERTY LINE (SIDE) - 5' SITE DATA TOTAL PROPERTY AREA = 4.80 AC BUILDING AREA = 25,068 SF REQUIRED PARKING = PROPOSED PARKING = 36 DISTURBED AREA = EXISTING IMPERVIOUS = 1.65 AC PROPOSED IMPERVIOUS = 1.59 AC PROPOSED PARKING STALLS = 36 NOTES: 1. DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED. 2.ALL WORK AND INFRASTRUCTURE WITHIN PUBLIC EASEMENT OR RIGHT OF WAY SHALL BE TO CITY STANDARDS. 3.NO CONSTRUCTION WORK SHALL BEGIN PRIOR TO A PRE-CONSTRUCTION MEETING WITH A PUBLIC WORKS AND A BUILDING INSPECTIONS REPRESENTATIVE. 4.PUBLIC WORKS DEPARTMENT( (952)-953-2400) SHALL BE NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIRED WATER MAIN SHUT DOWNS AND/OR CONNECTIONS. 5.CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS AND VALVES CONNECTING PRIVATE LINES TO PUBLIC OWNED MAINS. 6.A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY. 7.ALL PARKING STALLS SHALL BE 10'X20' UNLESS OTHERWISE NOTED. CONCRETE SIDEWALK (SEE DETAIL SHEET C1.01) CONCRETE PAVEMENT (SEE DETAIL SHEET C1.01) STANDARD DUTY PAVEMENT (SEE DETAIL SHEET C1.01) HEAVY DUTY PAVEMENT (SEE DETAIL SHEET C1.01) B612 CURB & GUTTER UNLESS NOTED OTHERWISE PROPERTY LINE BUILDING SETBACK LINE PARKING SETBACK LINE EASEMENT LINE LEGEND BLDG PKG R R T R L N 0 30'60' WARNING HIGH-PRESSURE PIPELI N E ( S ) EXCAVATION AND/OR CONSTRUCTION PROHI B I T E D WITHOUT COMPLIANCE W I T H STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE C O M P A N Y CAUTION P SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION S: \ P u b l i c - W o r k s \ P r i v a t e \ P r o j e c t s \ 2 0 2 1 P u b l i c I n f r a s t r u c t u r e P r o j e c t s \ 2 0 2 1 - 1 7 2 P o l i c e G a r a g e \ C A D \ D w g \ 2 0 2 1 - 1 7 2 - C 0 . 0 2 . d w g 8/ 1 1 / 2 0 2 3 1 1 : 3 2 : 4 6 A M CI T Y O F A P P L E V A L L E Y , M I N N E S O T A 7100 147TH ST W APPLE VALLEY, MN 55124 PO L I C E G A R A G E 2021-172 CI T Y P R O J E C T 2 0 2 3 - 1 0 4 B&M JLS JLS BSA EN G I N E E R MI N N E S O T A BR A N D O N S . A N D E R S O N ## # # 43 3 3 2 C0.02 SI T E P L A N ACM AC AC GGGG GGGG S X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE G G G G G G G G G G G G G G G G G G G OE OE OE OE OE OE OE OE > > > > > > > > > > > > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S DD D D D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l LB l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X X X X X X X X X X X X X X X X X FOOTBR I D G E W A Y FL A G S T A F F A V E 14007 14352 14348 14009 14436 BB B B B B X X X X X X X X X X X X X X X X X X X X X X X X X X X 95 9 9 5 8 95 7 95 9 9 5 8 95 8 95 9 95 7 959 960 959 95 9 95 9 961 96 0 962 963 964 965 967 968969 970 977 978 976 974 973 972 971 970 969 968 96 7 966 9 6 5 96 4 96 3 971 976 979 97 5 981 97 6 97 5 974 973 97 2 97 1 97 0 96 9 96 8 96 7 96 6 96 5 96 0 96 2 959 SSS >> >> >> >> > > > > >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> PROPOSED BUILDING FFE = 959.40 955 957 95 9 95 8 955 960 959 95 7 95 8 958 9 5 9 95 9 95 8 95 8 95 8 95 8 959 95 7 963 959 95 9 CB-10 RIM=957.49 BLD=4.00' INV=953.49 (SW)61 ' - 1 5 " R C P @ 0 . 5 0 % CBMH-11 RIM=957.78 BLD=4.60' INV=953.19 (NE) INV=953.19 (S) 84 ' - 1 8 " R C P @ 0 . 5 0 % CBMH-12 RIM=957.78 BLD=5.02' INV=952.77 (N) INV=952.77 (S) 8 1 ' - 1 8 " R C P @ 0 . 5 0 % CBMH-13 RIM=957.51 BLD=5.15' INV=952.36 (N) INV=952.36 (S) 48 ' - 1 8 " R C P @ 0 . 9 0 % CBMH-14 SUMP & SAFL RIM=956.46 BLD=7.53' SUMP=948.93 INV=951.93 (N) INV=951.93 (S) 34 ' - 2 1 " R C P @ 0. 8 0 % FES RIM=954.23 BLD=2.57' INV=951.65 (N) CB-15 RIM=955.52 BLD=2.00' INV=953.58 (E) 50'-15" RCP @ 0.50% EX CBMH RIM=958.06 BLD=4.74' INV=953.33 (W) INV=953.36 (E) INV=953.33 (S) 9 5 9 . 0 0 9 5 9 . 7 1 959.1 3 958. 8 0 9 5 7 . 5 9 9 5 7 . 9 2 9 5 8 . 0 3 9 5 8 . 0 5 9 5 7 . 6 6 956.7 4 956. 7 5 957. 1 9 958.47958.7 3 958 . 6 7958 . 7 5 959.04 958.4 3 958.13 95 8 . 5 3 9 5 8 . 7 8 9 5 8 . 8 6 9 5 9 . 1 4 959.14 959 . 1 4 958 . 7 7 958.63 958. 6 6 95 8 . 1 9 958.60 958 . 2 2 H P 9 5 8 . 4 1 959.44 959.44 959.229 5 9 . 0 0 959.68 FILTRATION BASIN WITH LINED BOTTOM, SEE DETAIL SHEET C1.01 OCS RIM=953.65 BLD=4.00' INV=949.65 (SE) 64' - 1 5 " R C P @ 1 . 0 0 % STMH-16 RIM=957.53 BLD=10.14' INV=949.01 (NW) INV=947.39 (NE) INV=947.39 (SW) 962 961 966 967 965 964 968 969 971 972 973 974 975 976 977 T W 9 6 0 . 0 0 T W 9 6 1 . 0 8 T W 9 6 1 . 0 8 T W 9 6 1 . 1 1 T W 9 6 2 . 0 1 T W 9 6 4 . 9 9 T W 9 6 5 . 9 4 T W 9 5 8 . 8 7 B W 9 6 0 . 0 0 B W 9 5 9 . 5 7 B W 9 5 9 . 4 5 B W 9 5 9 . 2 4 B W 9 5 9 . 1 0 B W 9 5 8 . 8 7 B W 9 5 9 . 0 0 MS MS MS MS MS M S MS M S MS M S M S MS MS MS MS MS MS MS MS MS M S M S M S M S M S M S M S M S M S M S M S M S MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS MS SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION S: \ P u b l i c - W o r k s \ P r i v a t e \ P r o j e c t s \ 2 0 2 1 P u b l i c I n f r a s t r u c t u r e P r o j e c t s \ 2 0 2 1 - 1 7 2 P o l i c e G a r a g e \ C A D \ D w g \ 2 0 2 1 - 1 7 2 - C 3 . 0 1 . d w g 8/ 1 1 / 2 0 2 3 1 1 : 3 4 : 2 7 A M CI T Y O F A P P L E V A L L E Y , M I N N E S O T A 7100 147TH ST W APPLE VALLEY, MN 55124 PO L I C E G A R A G E 2021-172 CI T Y P R O J E C T 2 0 2 3 - 1 0 4 B&M JLS JLS BSA EN G I N E E R MI N N E S O T A BR A N D O N S . A N D E R S O N ## # # 43 3 3 2 C3.01 GR A D I N G , D R A I N A G E A N D E R O S I O N C O N T R O L P L A N NOTES: 1.SPOT ELEVATIONS REPRESENT TOP OF CURB UNLESS OTHERWISE NOTED. 2.ALL ACCESSIBLE ROUTES SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 3.AT TURNING POINTS ALONG THE ACCESSIBLE ROUTE THE PAVEMENT SHALL NOT EXCEED 2% IN ANY DIRECTION FOR AN AREA 60' IN DIAMETER. 4.ALL PUBLIC SIDEWALKS SHALL BE CONSTRUCTED WITH A CROSS SLOPE NOT EXCEEDING 2% AND A RUNNING SLOPE NOT EXCEEDING 5%. 5.GRADING OF THE FILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW-IMPACT EARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. SMALL TRACKED DOZERS AND BOBCATS WITH RUNNER TRACKS ARE RECOMMENDED. 6.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE A MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 7.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP OF FACE OF WALL (NOT TOP OF WALL) AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 8.REFER TO THE GEOTECHNICAL EVALUATION REPORT (REPORT NOXXXXXXXXXXXXX) 9.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENT OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 10.DUST MUST BE ADEQUATELY CONTROLLED. 11.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 12.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 13.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 14.ALL WORK AND INFRASTRUCTURE WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY SHALL BE TO CITY STANDARDS. 15.NO CONSTRUCTION WORK SHALL BEGIN PRIOR TO A PRECONSTRUCTION MEETING CONFERENCE WITH A PUBLIC WORKS AND A BUILDING INSPECTIONS REPRESENTATIVE. 16.PUBLIC WORKS DEPARTMENT (952-953-2400) SHALL BE NOTIFIED A MINIMUM OF 48 HOURS FOR ANY REQUIRED WATER MAIN SHUT DOWNS AND/OR CONNECTIONS. 17.CITY OF APPLE VALLEY WATER DEPARTMENT SHALL OPERATE ALL VALVES ON PUBLIC OWNED MAINS AND VALVES CONNECTING PRIVATE LINES TO PUBLIC OWNED MAINS. 18.A RIGHT OF WAY PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN PUBLIC EASEMENTS OR RIGHT OF WAY. N 0 30'60' WARNING HIGH-PRESSURE PIPELI N E ( S ) EXCAVATION AND/OR CONSTRUCTION PROHI B I T E D WITHOUT COMPLIANCE W I T H STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE C O M P A N Y CAUTION GA S l l l l l l > > > > l GGGG GGGG S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE OE G G G G G G G G G G G G G G G G G G G OE OE OE OE OE OE OE OE > > > > > > > > > > > > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S DD D D D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l LB l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X X X X X X X X X X X X X X X X X 14007 14352 14348 14009 14436 6" PVC @ 2.00% INV = 949.50 (VERIFY LOCATION AND INVERT) EX 15" RCP EX 20" DIP PK G PK G PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G FL A G S T A F F A V E BB B B B B X BL D G BL D G BL D G BL D G BL D G BL D G BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BLD G BLD G BLD G BLD G BLD G BLD G BLD G BLD G BLD G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BLD G BLD G BLD G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G FOOTBR I D G E W A Y EX I S T I N G S I D E W A L K X X X X X X X X X X X X X X X X X X X X X X X X X X >> >> >> >> > > > > >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> CONNECT TO EXISTING WATER MAIN WITH WET TAP INSTALL 6" GATE VALVE INSTALL 25' - 6" DIP WATERMAIN HYDRANT & GATE VALVE PER CITY DETAIL WAT-3 INSTALL 6" x6" TEE 4" DOMESTIC COORD. W/MECH. 6" FIRE PROTECTION COORD. W/MECH. INSTALL 6" x6" TEE 4" REDUCER 6" SANITARY SERVICE STUB INV=XXX.XX (VERIFY LOCATION, INVERT AND SIZE W/MECHANICAL) R30 0 SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION S: \ P u b l i c - W o r k s \ P r i v a t e \ P r o j e c t s \ 2 0 2 1 P u b l i c I n f r a s t r u c t u r e P r o j e c t s \ 2 0 2 1 - 1 7 2 P o l i c e G a r a g e \ C A D \ D w g \ 2 0 2 1 - 1 7 2 - C 4 . 0 1 . d w g 8/ 1 1 / 2 0 2 3 1 1 : 3 4 : 5 1 A M CI T Y O F A P P L E V A L L E Y , M I N N E S O T A 7100 147TH ST W APPLE VALLEY, MN 55124 PO L I C E G A R A G E 2021-172 CI T Y P R O J E C T 2 0 2 3 - 1 0 4 B&M JLS JLS BSA EN G I N E E R MI N N E S O T A BR A N D O N S . A N D E R S O N ## # # 43 3 3 2 C4.01 UT I L I T Y P L A N UTILITY PLAN NOTES: 1.ALL SANITARY SEWER PIPE SHALL BE PVC SDR 35 UNLESS OTHERWISE NOTED. 2.INSULATION SHALL BE PLACED WHEREVER SANITARY SEWER LINE COMES WITHIN 3 FEET OF ANY STORM STRUCTURE OR LINE, OR WITHIN 5 FEET OF THE GROUND SURFACE. 3.ALL WATERMAIN SHALL BE CLASS 52 FOR ALL PIPES LESS THAN 20" IN DIAMETER AND CLASS 51 FOR PIPES 20" AND GREATER. 4.ALL WATERMAIN FITTINGS SHALL BE FUSION BONDED EPOXY COATED. 5.ALL WATERMAIN AND FITTINGS SHALL BE ENCASED WITH V-BIO POLYETHYLENE ENCASEMENT NO LESS THAN 8MILS IN THICKNESS. 6.ALL WATERMAIN SHALL HAVE 8'-0" COVER DEPTH. 7.CONTRACTOR SHALL POTHOLE AND VERIFY ELEVATIONS AT TIE IN LOCATIONS PRIOR TO CONSTRCTION. 8.CONTRACTOR IS RESPONSIBLE FOR ANY SHEETING, BRACING, AND MATERIALS NECESSARY TO PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 9.ADJUST ALL GATE VALVES, MANHOLES, AND CATCH BASINS IN BITUMINOUS PAVEMENT. N 0 30'60' WARNING HIGH-PRESSURE PIPELIN E ( S ) EXCAVATION AND/OR CONSTRUCTION PROHIB I T E D WITHOUT COMPLIANC E W I T H STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE CO M P A N Y CAUTION GGGG GGGG S G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE OE OE OE G G G G G G G G G G G G G G G G G G G OE OE OE OE OE OE OE OE > > > > > > > > > > > > >> >>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > S S S S S S DD D D D D >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X X X X X X X X X X X X X X X X X 14007 14352 14348 14009 14436 PK G PK G PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PKG PKG PKG PKG PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G PK G 10 16 6 4 BB B B B B X BL D G BL D G BL D G BL D G BL D G BL D G BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BLDG BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BLD G BLD G BLD G BLD G BLD G BLD G BLD G BLD G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BLD G BLD G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G BL D G X X X X X X X X X X X X X X X X X X X X X X X X X X SHEET NUMBER NO.DATE SURVEY APPROVED DESIGNED DRAWN PROJ. NO. WA S P R E P A R E D B Y M E O R U N D E R M Y D I R E C T S U P E R V I S I O N I H E R E B Y C E R T I F Y T H A T T H I S P L A N , S P E C I F I C A T I O N , O R R E P O R T AN D T H A T I A M A D U L Y L I C E N S E D UN D E R T H E L A W S O F T H E S T A T E O F PR I N T N A M E : SI G N A T U R E : DA T E : LI C . N O . REVISION S: \ P u b l i c - W o r k s \ P r i v a t e \ P r o j e c t s \ 2 0 2 1 P u b l i c I n f r a s t r u c t u r e P r o j e c t s \ 2 0 2 1 - 1 7 2 P o l i c e G a r a g e \ C A D \ D w g \ 2 0 2 1 - 1 7 2 - C 7 . 0 1 . d w g 8/ 1 1 / 2 0 2 3 1 1 : 3 5 : 0 5 A M CI T Y O F A P P L E V A L L E Y , M I N N E S O T A 7100 147TH ST W APPLE VALLEY, MN 55124 PO L I C E G A R A G E 2021-172 CI T Y P R O J E C T 2 0 2 3 - 1 0 4 B&M JLS JLS BSA EN G I N E E R MI N N E S O T A BR A N D O N S . A N D E R S O N ## # # 43 3 3 2 C7.01 PA V I N G , S I G N I N G , & S T R I P I N G P L A N STRIPING LEGEND A = WIDTH (INCHES) B = PATTERN S = SOLID B = BROKEN D = DOUBLE Dt = DOTTED ABC LATEX PAINT C = COLOR W = WHITE Y = YELLOW NOTES: 1.APPLY 2 COATS OF LATEX PAINT ON ALL PAVEMENT MARKINGS. 2.CYCLE FOR BROKEN PAVEMENT STRIPING IS 40' (10' LINE WITH 30' GAP). 3.CYCLE FOR DOTTED PAVEMENT STRIPING IS 15' (3' LINE WITH 12' GAP) 4.INSTALL STREET SIGN POST 3' BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. 5.LANE WIDTHS ARE MEASURED FROM THE FACE OF CURB. EXISTING SIGN TO REMAIN NEW SIGN AND POST1 2 MEDIUM DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK LEGEND REMOVE TURN ARROW (2) EXISTING 4SY FL A G S T A F F A V E FOOTBR I D G E W A Y QUESTIONS: PAINT ARROWS IN SITE AS SHOWN? DO NOT ENTER SIGNS ON ONE WAY EXIT OF GARGE? SIGNS FACING 147TH THAT SAY "PRIVATE ENTRANCE" OR "POLICE VEHICLES ONLY" OR SIMILAR? N 0 30'60' WARNING HIGH-PRESSURE PIPELI N E ( S ) EXCAVATION AND/OR CONSTRUCTION PROHI B I T E D WITHOUT COMPLIANCE W I T H STATE ONE-CALL, AND WITHOUT WRITTEN PERMISSION FROM MAGELLAN PIPELINE C O M P A N Y CAUTION S BM AC M AC AC GGGG GGGG S BB G G G G G G OE OE OE OE OE OE OE OE OE OE OE X X G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B OE OE OE OE X X X X X X X X X X X X X X X X X OE OE OE OE OE OE G- B G- B G- B G- B G- B G- B G- B G- B G- B OE OE OE OE OE OE > > > > >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > S S S S S DD D D D D >> >> >> > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > l l l l l l l l l l l l l l l l l l l l l l l l l LB l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X RIDGE W A Y FL A G S T A F F A V E F O O T B R I D G E W A Y (F U T U R E ) FL A G S T A F F A V E BB B B B B X RIDGE W A Y EX I S T I N G S I D E W A L K X X X X X X X X X X X X X X X X X X X X >> >> >> >> > > > > >> >> >> >> >> S BM AC M AC AC GGGG GGGG S BB G G G G G G OE OE OE OE OE OE OE OE OE OE OE X X G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B G- B OE OE OE OE X X X X X X X X X X X X X X X X X OE OE OE OE OE OE G- B G- B G- B G- B G- B G- B G- B G- B G- B OE OE OE OE OE OE > > > > >>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > S S S S S DD D D D D >> >> >> > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > l l l l l l l l l l l l l l l l l l l l l l l l l LB l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l X X X X X X X X X X X X RIDGE W A Y FL A G S T A F F A V E L101 Planting Plan 0 40'20'10' SIGNATURE AJB BH PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: REVISIONS: HKGI # 22-59 DATE LICENSE # SHEET NAME: PROJECT NAME: SHEET NO: AUGUST 15, 2023 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 IN THE STATE OF MINNESOTA. 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com OERTEL ARCHITECTS City of Apple Valley POLICE 6442 140th St. W. Apple Valley, MN. BRYAN HARJES, PLA 42954 08/15/2023 CONSULTANT: Landscape Architecture / Planning / Urban Design www.hkgi.com Minneapolis, Minnesota City Review MNDOT Seed Mix 33-261 MNDOT Seed Mix 35-521 PERIMETER SECURITY FENCING - KEEP CLEAR OF CLIMBABLE TREES NO TREES/SHRUBS IN EASEMENT CORRIDOR EX LARGE BOULDERS EX. PERIMETER FENCING NEW SECURITY FENCING EX FENCING 2 RIVERBIRCH TREE STAFF AREA 2 MULTI-STEM SERVICEBERRY TREES BIO-RETENTION Plugs to be added to seeded areas - spaced at 2 ft o.c. Grasses (select a minimum of 5 of equal qtys) to equal 70% of total biorention plugs Yellow Fox Sedge (Carex annectans xanthocarpa) Plains Oval Sedge (Carex brevior) Frank's Sedge (Carex frankii) Fox Sedge (Carex vulpinoidea) Tufted Hair Grass (Deschampsia caespitosa) Reddish Bulrush (Scirpus pendulus) Prairie Dropseed (Sporobolus heterolepis) Wildflowers (select a minimum of 10 of equal qtys) to equal 30% of total biorention plugs Shining Aster (Symphiotrichum firmum) New England Aster (Symphyotrichum novae-angliae) Spotted Joe-Pye Weed (Eutrochium maculatum) Queen of the Prairie (Filipendula rubra) Autumn Sneezeweed (Helenium autumnale) Blue Flag (Iris virginica var shrevei) Dense Blazing Star (Liatris spicata) Cardinal Flower (Lobelia cardinalis) Great Blue Lobelia (Lobelia siphilitica) Monkeyflower (Mimulus ringens) Calico Beardtongue (Penstemon calycosus) Foxglove Beardtongue (Penstemon digitalis) Mountain Mint (Pycnanthemum virginianum) Sweet Black-Eyed Susan (Rudbeckia subtomentosa) Riddell's Goldenrod (Solidago riddellii) Culver's Root (Veronicastrum virginicum) Golden Alexanders (Zizia aurea) 3 BUR OAK TREE 3 HACKBERRY TREE 2 BLACK HILLS SPRUCE TREE 3 HAZELNUT SHRUBS MULTI-STEM SERVICEBERRY TREE 2 IRONWOOD TREE 9 REDSTEM DOGWOOD SHRUB BEECH TREE 1 KENTUCKY COFFEE TREE RIVERBIRCH TREE 2 HACKBERRY TREE 3 HONEYLOCUST TREE1 URBAN PINACLE OAK TREE 1 MULTI-STEM SERVICEBERRY TREE 1 WHITE PINE COLUMNAR TREE 3 BLACK HILLS SPRUCE TREE STORM BASIN SEED MIX AND PLUGS EX FENCING NO WORK IN THIS AREA 4 TECHNY ARBORVITEA TO SHIELD UTILITIES 4 TECHNY ARBORVITEA TO SHIELD TRASH KEEP OPEN FOR SNOW STORAGE 2 RIVERBIRCH TREE IRONWOOD TREE 2 BEECH TREE 4 VIRBURNUM SHRUBS 3 DOGWOOD SHRUBS 1 HONEYLOCUST TREE 1 MULTI-STEM SERVICEBERRY TREE 2 BLACK HILLS SPRUCE TREE 1 BLACKHILLS SPRUCE TREE 1 URBAN PINACLE OAK TREE MULTI-STEM SERVICEBERRY TREE MULTI-STEM SERVICEBERRY TREE 2 MULTI-STEM SERVICEBERRY TREES NATIVE PRAIRIE SEED MIX RESTORE AREA AS NEEDED WITH LOW MAINTENANCE TURF SEED MIX RESTORE AREA AS NEEDED WITH LOW MAINTENANCE TURF SEED MIX RESTORE AREA AS NEEDED WITH LOW MAINTENANCE TURF SEED MIX RESTORE AREA AS NEEDED WITH LOW MAINTENANCE TURF SEED MIX NATIVE PRAIRIE SEED MIX LOCATION FOR BOULDER WITH HISTORY PLAQUE SEE L102 FOR SHRUBS AND PERENNIAL INFORMATION 3 VIRBURNUM SHRUBS 1 MULTI-STEM SERVICEBERRY TREE 1 KENTUCKY COFFEE TREE 1 WHITE PINE COLUMNAR TREE 1 BLACKHILLS SPRUCE TREE 1 WHITE PINE COLUMNAR TREE 1 BLACKHILLS SPRUCE TREE ENHANCED PRAIRIE AREA SEED AND PLUGS M:\Oertel architects\Apple Valley Police facility\Cad construction\Apple Valley POLICE Landscape Base.dwg, 8/14/2023 5:00:03 PM, _DWG To PDF.pc3 S BM AC M AC AC BB G G G G G G OE OE OE OE OE OE OE OE OE OE OE BB B B B B X X X >> >> >> >> >> >> >> >> > > > > > > > > >> >> >> >> S BM AC M AC AC BB G G G G G G OE OE OE OE OE OE OE OE OE OE OE L102 Planting Plan 0 20'10'5' SIGNATURE AJB BH PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: REVISIONS: HKGI # 22-59 DATE LICENSE # SHEET NAME: PROJECT NAME: SHEET NO: AUGUST 15, 2023 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 IN THE STATE OF MINNESOTA. 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com OERTEL ARCHITECTS City of Apple Valley POLICE 6442 140th St. W. Apple Valley, MN. BRYAN HARJES, PLA 42954 08/15/2023 CONSULTANT: Landscape Architecture / Planning / Urban Design www.hkgi.com Minneapolis, Minnesota City Review 17 DWARF BUSH HONEYSUCKLE 20 DWARF BUSH HONEYSUCKLE 12 DWARF BUSH HONEYSUCKLE 26 SWITCH GRASS ROOF DOWN SPOUTS ROOF DOWN SPOUTS 26 IROQUOIS BEAUTY ARONIA SHRUB 4 UPRIGHT JUNIPER 35 LOWSCAPE MOUND ARONIA SHRUB 6 PURPLE CONEFLOWER 6 BLACK EYED SUSAN 12 LITTLE BLUE STEM GRASS 12 DROPSEED GRASS 24 LOW GRO SUMAC SHRUB 25 LOW GRO SUMAC SHRUB ENLARGED PLAN FOR SHRUBS AND PERENNIALS SEE L101 FOR TREES AND EVERGREEN INFORMATION M:\Oertel architects\Apple Valley Police facility\Cad construction\Apple Valley POLICE Landscape Base.dwg, 8/14/2023 5:00:06 PM, _DWG To PDF.pc3 TREE PLANTING DETAIL1 L103 TREE PLANTING ON SLOPE DETAIL2 L103 PLANTING BED3 L103 4 L103 SHRUB PLANTING ON SLOPE DETAIL SIGNATURE AJB BH PROJECT NUMBER: DATE OF ISSUE: DRAWN BY: CHECKED BY: REVISIONS: HKGI # 22-59 DATE LICENSE # SHEET NAME: PROJECT NAME: SHEET NO: AUGUST 15, 2023 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 IN THE STATE OF MINNESOTA. 1795 ST. CLAIR AVENUE ST. PAUL, MN 55105 (651) 696-5186 www.oertelarchitects.com OERTEL ARCHITECTS City of Apple Valley POLICE 6442 140th St. W. Apple Valley, MN. BRYAN HARJES, PLA 42954 08/15/2023 CONSULTANT: Landscape Architecture / Planning / Urban Design www.hkgi.com Minneapolis, Minnesota City Review L103 Planting Details M:\Oertel architects\Apple Valley Police facility\Cad construction\Apple Valley POLICE Landscape Base.dwg, 8/14/2023 5:00:11 PM, _DWG To PDF.pc3 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 APPLE VALLEY POLICE OPERATIONS BUILDING SEPTEMBER 12, 2023 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 :September 20, 2023 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, October 4, 2023 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, September 6, 2023. Site plan, variance applications due by 9:00 a.m. on Wednesday, September 20, 2023. Wednesday, October 18, 2023 - 7:00 p.m. Public hearing applications due by 9:00 a.m. on Wednesday, September 20, 2023. Site plan, variance applications due by 9:00 a.m. on Wednesday, October 4, 2023. Next City Council Meetings: T hursday, September 28, 2023 - 7:00 p.m. T hursday, October 12, 2023 - 7:00 p.m. B AC K G RO UND: N/A B UD G E T I M PAC T: N/A