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ITEM 6.1 P&F PUD/CUP0 OtCI�ezoz MINNESOTA V DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: REQUESTOR: MEETING DATE: Planning City Planner Licht 25 January 2016 PRESENTER(s): REVIEWED BY: ITEM #: City Planner Licht City Administrator Johnson 6.1— P&F PUD/CUP AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of a PUD Development Stage Plan and conditional use permit for P&F Machining. ARE YOU SEEKING APPROVAL OF A CONTRACT? IS A PUBLIC HEARING REQUIRED? No. Held by Planning Commission 19 January 2016. BACKGROUND/JUSTIFICATION: P&F Properties, Inc. has submitted plans for development of a 54,400 square foot manufacturing use on Lot 1, Block 1, Great River Centre 41h Addition. The lot is owned by the City of Otsego and the developer has entered into a purchase agreement to acquire the subject site. The proposed development requires consideration of an application for a PUD Development Stage Plan and conditional use permit for a manufacturing use within the Great River Centre PUD District approved on 13 March 2006. The Planning Commission held a public hearing to consider the application on 19 January 2016. Mr. Dan Pawlak, owner of P&F Properties, Inc. and P&F Machine, was present and stated he had no comments regarding the planning and engineering reports. The Planning Commission had no significant questions or concerns regarding the proposed development. The public hearing was closed and the Planning Commission voted 7-0 to recommend approval of the application. Findings of fact consistent with the recommendation of the Planning Commission are attached for consideration by the City Council. SUPPORTING DOCUMENTS: ❑ ATTACHED ❑ NONE A. Planning Report dated 14 January 2016 B. Engineering Review dated 21 January 2016 C. Findings of Fact and Decision POSSIBLE MOTION Please word motion as you would like it to appear in the minutes. Motion to approve a PUD Development Stage Plan and conditional use permit for Lot 1, Block 1 Great River Centre of Otsego Fourth Addition subject to the conditions outlined in the findings of fact and decision dated January 22, 2016. BUDGET INFORMATION FUNDING: BUDGETED: ❑ YES NA ❑ NO ACTION TAKEN ❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes) COMMENTS: Review No. 1 revised ENGINEERING REVIEW Hakanson Commercial Lot for the City of Otsego 1AIAnder by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Lori Johnson, Administrator Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Chad Weeks, Arrow Companies Todd W. McLouth, P.E., Loucks Associates Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: - January 14, 2016 (Revised 1/18/16) Proposed Development: Great River Centre 4th Addition — Block 1 Lot 1 Street Location A portion of the NW 1/4 of the SW 1A of Section 23, T12IN, of Property: R23W, South of 85th St and East of Quaday Ave Applicant: P & F Machining Developer: Arrow Companies Owners of Record: City of Otsego Purpose: Great River Centre 4th Addition — Block 1 Lot 1 is a proposed 54,400 gross square foot single light industrial building located on 6.17 acres of Outlot A of Great River Centre 3rd Addition in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban industrial setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), and (but not limited to) Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILIBLE FINAL PLAT — completed by the City of Otsego SCHEMATIC DESIGN SET EXISTING CONDITIONS (C1-1) SITE PLAN (C2-1) GRADING PLAN (C3-1) STORM WATER POLLUTION PREVENTION PLAN AND DETAIL (C3-2 - C3-4) UTILITY PLAN (C4-1) DETAIL SHEET (C8-1) LANSCAPE PLAN (Ll-l& Ll-2) HYDROLOGY/STORMWATER SUMMARY AND/OR RECOMMENDATION PAGE 2 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outl00k\L723WOXW\Ot2500-2015 PF RVW1 (revised 1-19-16).doc INFORMATION AVAILABLE Final Plat for Great River Centre 0' Addition, by Hakanson Anderson Preliminary Plans for P & F Machining, dated 1/13/16, by Loucks Geotechnical Evaluation Report for P & F Machining, dated 1/6/16, by Braun Intertec Stormwater Management Calculations for P & F Machining, dated 1/13/16, by Loucks Original Great River Centre Information Final Plat for Great River Centre 3rd Addition Original Hydrology Report/Storm Sewer Design for Great River Centre, by RLK June 2006 Updated Hydrology Report/Storm Sewer Design for Great River Centre, by Hakanson Anderson October 2009 Additional Information City of Otsego Engineering -Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 C:\Users\Tami\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2500-2015 PF RVW1 (revised 1-19-16).doc SCHEMATIC DESIGN SET Cover Sheet 1) Cover Sheet is required with location map, north arrow, property owner, developer name and address, architect and engineer information, and City Engineer approval signature block. Existing Conditions Plan (Sheet C1-1) 1) Final plat has only one lot and one outlot. There is also an existing easement over the power line that runs along the east side of the property and through what is shown as "lot 2". See attached Final Plata 2) PID, property owners name and current zoning is not shown for two of the properties immediately to the west of the site. 3) Provide the normal and 100 year flood elevations for the regional storm pond to the east of the property. (NWL = 856.5 and HWL = 859.4) 4) Label the size and type of all utilities within 150' of the property boundary (i.e. storm sewer near SE corner of lot and water and sanitary in NW corner). Site -Plan -(Sheet C2-1)_--__ --. 1) Strongly recommend moving south entrance to final location and constructing drive around south side of building in final location to minimise future disruption and fixture costs. 2) Legend for pavement types should reference standard plates. 3) Add Concrete pavement to legend for area under trash and recycle bins. GradinL Plan (Sheet C3-1) 1) City requires articulating block mat, fleximat or cabled concrete rather than riprap. Basin overflow standard plate calls rip rap in one location and articulating block in another. 2) There is also an existing easement over the power line that runs along the east side of the property in the area of the proposed infiltration basin. It must be verified that the proposed basin will not interfere with this easement and is an allowed used. 3) Please label the overflow elevation more clearly from the infiltration swale/basin to the regional pond. If this is proposed to be 859.5 a berm (top elevation — 860) must be constructed along the west edge of the infiltration Swale/basin to keep the water contained and not spread to the low area to the west. 4) An easement will be required to cover the infiltration swale/basin through the outlot. PAGE 4 C:\Users\TamiWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2500-2015 PF RVW1 (revised 1-19-16).doc SWPP Plan (Sheet C3-3 — C3-3) 1) The Mississippi River is a "Special Water". It is a Scenic and Recreational in this area. I don't believe this will affect the NPDES Permit but it should be verified. Utility Plan (Sheet C4-1) 1) CB1 may need to be larger than 48" standard manhole due to number, location and size of three entry and one outlet pipes. Note manhole size if larger than 48" diameter. 2) Hydrant coverage is insufficient. No hydrants shown on property. Minimum hydrant spacing in commercial areas is 300' (150' Radius). All watermain and hydrants shall be covered by a 20' wide drainage and utility easement. 3) Two low areas to the north of the proposed curb appear to be trapping water with the proposed grading. Either revised. grading is necessary or storm pipes shall be extended to the areas NW of CB 5 and CB 3. Details (Sheet C8.1— 8.2) 1) Heavy Duty and Light Duty Loucks Standard Plates both labeled Site 30 2) Loucks Standard Plate STRM-3 references Loucks STRM-4. Should reference Otsego - - Standard -Plate 500. - -- - — --- -- 3) Otsego Standard Plate 307 is unnecessary. No sanitary manholes within lot. 4) All rip rap shall be articulated block or approved equal per Otsego Standard Plates. 5) The pavement section agrees with the geotechnical engineer's recommendation but currently date and by on standard plates are blank. Landscape Plan (Sheet L2.1- L2.2) 1) No comments HYDROLOGY/STORMWATER 1) The calculations take into account the entire area of the platted lot which appears to be a conservative estimate. A drainage area map showing the entire drainage area accounted for shall be submitted. Also, the 10 yr, and 2-yr calculation shall be submitted (NWL calculations are not required as the entire runoff is proposed to infiltrate.) 2) The proposed infiltration swale/basin is appears to handle the required infiltration for both the P & F Machining lot as well as the future lot to the south ("Lot 2") to accommodate the NPDES permit requirement for infiltration of the first 1" of runoff from new impervious PAGE 5 C:\Users\Tami\AppData\LocalWlicrosoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXmot2500-2015 PF RVW1 (revised 1-19-16).doc surfaces therefor the future Lot 2 will not need to divert its runoff to this infiltration area and may use the regional pond for 100% of its discharge. 3) Per the NPDES pen -nit the volume of the 1" runoff over the impervious area shall be infiltrated within the first 48 hours. The report stated this will take 58 hours unless at 0.8"/hr infiltration rate unless a 1 "/hr rate is used. When the basin is completed a double infiltrometer test will be required to determine the actual infiltration rate. 4) The storm sewer pipe sizing calculation areas for the individual catch basins do not agree with the drainage area map and thus the total site areas used to size the pipes are incorrect. These shall be revised and the pipe sizes shall be reviewed at that time. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. PAGE 6 C:\Users\TamiWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L723WOXW\ot2500-2015 PF RVW1 (revised 1-19-16).doc P OtkooF MINNESOTA APPLICANT: P&F Properties, Inc. 1-22-16 FINDINGS & DECISION PUD Development Stage Plan & Conditional Use Permit APPLICATION: Request for approval of a PUD Development Stage Plan and conditional use permit for a 54,500 square foot manufacturing use. CITY COUNCIL MEETING: 25 January 2016 FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is Lot 1, Block 1, Great River Centre of Otsego Fourth Addition, City of Otsego, County of Wright, State of Minnesota. B. The subject site is guided by the Comprehensive Plan for commercial land uses within the East Sewer District. C. The subject site is zoned PUD, Planned Unit Development District in accordance Ordinance 2005-19 adopted on 26 September 2005; The City approved a PUD Development Stage Plan for Great River Centre Fourth Addition on 9 November 2015; The proposed use of the subject site requires approval of a PUD Development Stage Plan and conditional use permit. D. The Planning Commission and City Council must take into consideration the possible effects of the proposed use with their judgment based upon (but not limited to) the criteria outlined in Sections 20-3-2.F and 20-4-25 of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The Comprehensive Plan guides the subject site for commercial land uses as part of the Great River Centre of Otsego development. The PUD Development Stage Plan for Great River Center designates the subject site for business -warehousing uses. The 2012 Comprehensive Plan includes a goal to provide for a cohesive land use pattern that ensures compatibility and functional relationships among activities. Based on this goal and the policy to accomplish transitions between different land uses either at mid -block points, so that similar uses front on the same street, or at borders of areas separated by physical barriers, the planned business warehouse development of the subject site is consistent with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is adjacent to the following existing and planned land uses shown in the table below. Development of the subject site with business warehousing uses will be consistent with the character of existing uses and provide for a transition between existing and future retail/service areas to the north and south. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Med. Office West Commercial B-W District A-1 District Mini -storage Undeveloped South Business -warehouse Commercial PUD District A-1 District Undeveloped East NA NA TH 101 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed development will comply with all applicable requirements of the Zoning Ordinance and Subdivision Ordinance, including the performance standards of the PUD District and underlying B-C District, except as may be specifically modified by approval of the PUD Development Stage Plan. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The subject site will be accessed by extension of Quaday Avenue south of 85th Street. Quaday Avenue is designated on the Transportation Plan as a commercial industrial minor collector street, which will provide for disbursement of traffic within the planned commercial area with four accesses to CSAH 42. The capacity of this roadway was considered as part of the TH1011CSAH 39 AUAR. Quaday Avenue is adequate to serve the traffic generated by the proposed use of the subject site. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The subject site is located within the East Sewer District where the City anticipates provision of urban services, including sanitary sewer and water utilities, with existing capacities to serve the proposed use. E. The Planning Report dated 14 January 2016 prepared by the City Planner, The Planning Company LLC, is incorporated herein. F. The Engineering Review dated 21 January 2016 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. G. The Otsego Planning Commission held a public hearing at their regular meeting on 19 January 2016 to consider the application, preceded by published and mailed notice. Based upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information and applicable ordinances, the request is hereby APPROVED and is subject to the following conditions: 1. The exterior materials for the principal building must be identified and must comply with Section 20-17-4.D.2 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 2 2. Roof top mechanical equipment must be screened or located so as not to be visible from Quaday Avenue in accordance with Section 20-16-7.E of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 3. The landscape plan shall be revised as follows and is subject to review and approval of City staff: a. Extend the boulevard landscaping to the south lot line. b. Plant trees along the south property line consistent with the treatment along the north property line. 4. The north driveway to Quaday Avenue shall be revised to be 24 feet wide and the south driveway revised to access Quaday Avenue at the southern -most location as shown on the submitted plan to allow for possible future expansion of the principal building, subject to review and approval of the City Engineer. 5. The specifications for the asphalt parking stalls and driveways and perimeter concrete curb shall be subject to review and approval of the City Engineer. 6. All grading, drainage and erosion control issues and flood plain issues are subject to review and approval of the City Engineer. 7. The developer shall prepare a drainage and utility easement to be recorded over proposed storm water management facilities within Outlot A, subject to review and approval of the City Engineer 8. All utility issues are subject to review and approval of the City Engineer. 9. The developer shall pay $34,141.70 for water availability charges and $48,912.68 for sewer availability charges due for Lot 1, Block 1 Great River Centre of Otsego 4th Addition, plus utility connection charges applicable to the proposed building in accordance with Chapter 6, Section 1 of the City Code. 10. A photometric lighting plan shall be prepared that details the location of all exterior light fixtures, the height of the fixtures, and the illumination pattern of all exterior fixtures, subject to review and approval of the Zoning Administrator. 11. Wall signs shall be allowed on all four exterior elevations; a sign permit subject compliance with Section 37 of the Zoning Ordinance and approval of the Zoning Administrator is required prior to installation of any signs upon the subject site. 12. Trash containers shall be stored within the principal building or, if stored outdoors, shall be kept within an enclosure in compliance with Section 20-16-15.B of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 13. The developer shall execute a development agreement with the City, subject to review by the City Attorney and approval of the City Council. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 25th day of January, 2016. Attest: Tami LofF, City Clerk CITY OF OTSEGO Bv: Jessica L. Stockamp, Mayor 4 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone:763.231.5840 Facsimile: 763.427.0520 TPC9Plannin9Co.corn PLANNING REPORT TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 14 January 2015 ACTION DATE: 21 February 2016 RE: Otsego — P&F Machine; PUD Development Stage Plan/CUP TPC FILE: 101.02 BACKGROUND P&F Properties, Inc. has submitted plans for development of a 54,400 square foot manufacturing use on Lot 1, Block 1, Great River Centre 4th Addition. The lot is owned by the City of Otsego and the developer has entered into a purchase agreement to acquire the subject site. The proposed development requires consideration of an application for a PUD Development Stage Plan and conditional use permit for a manufacturing use within the Great River Centre PUD District approved on 13 March 2006. A public hearing to consider the application has been noticed for the Planning Commission meeting on Tuesday, 19 January 2016 at 7:OOPM. Exhibits: A. Site Location B. Building Elevations (2 sheets) C. Existing Conditions D. Site Plan E. Landscape Plan (2 sheets) F. Grading Plan (4 sheets) G. Utility Plan H. Details ANALYSIS Zoning. The subject site is zoned PUD, Planned Unit Development District with uses as allowed in accordance with the B-C, Business Campus District. The proposed manufacturing use is allowed in the B-C District as a conditional use subject to compliance with the general performance standards established in Section 16 of the Zoning Ordinance and a specific prohibition of any outdoor storage. Consideration of the PUD Development Stage Plan and CUP is subject to (but not limited to) the criteria outlined by Section 20-3-2.F and 20-4-2.17 of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan guides the subject site for commercial land uses as part of the Great River Centre of Otsego development. The PUD Development Stage Plan for Great River Center designates the subject site for business -warehousing uses. The 2012 Comprehensive Plan includes a goal to provide for a cohesive land use pattern that ensures compatibility and functional relationships among activities. Based on this goal and the policy to accomplish transitions between different land uses either at mid - block points, so that similar uses front on the same street, or at borders of areas separated by physical barriers, the planned business warehouse development of the subject site is consistent with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is adjacent to the following existing and planned land uses shown in the table below. Development of the subject site with business warehousing uses will be consistent with the character of existing uses and provide for a transition between existing and future retail/service areas to the north and south. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Med. Office West Commercial B-W District A-1 District Mini -storage Undeveloped South Business -warehouse Commercial PUD District A-1 District Undeveloped East NA NA TH 101 The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed development will comply with all applicable requirements of the Zoning Ordinance and Subdivision Ordinance, including the performance 2 standards of the PUD District and underlying B-C District, except as may be specifically modified by approval of the PUD Development Stage Plan. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site will be accessed by extension of Quaday Avenue south of 85`h Street. Quaday Avenue is designated on the Transportation Plan as a commercial/industrial minor collector street, which will provide for disbursement of traffic within the planned commercial area with four accesses to CSAH 42. The capacity of this roadway was considered as part of the TH1011CSAH 39 AUAR. Quaday Avenue is adequate to serve the traffic generated by the proposed use of the subject site. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District where the City anticipates provision of urban services, including sanitary sewer and water utilities, with existing capacities to serve the proposed use. Building. The proposed 54,400 square foot building is to be constructed with precast panels. The primary face of the building is at the northwest corner with a prominent section having two stories of windows at the building entrance and windows extending along the north and west elevations of the building corresponding to the location of the office space within the building, creating an attractive appearance when viewed from the commercial area to the north. The loading area on the east elevation is covered by a metal roof and partial side panels for screening purposes. A color rendering provided by the developer indicates a primary dark brown color with lighter brown accents along the building and at the entrance feature. Section 20-17-4.D of the Zoning Ordinance was amended to match the exterior building material requirements for business -warehouse uses to those established by the PUD District Design Guidelines for Great River Centre. For uses subject to the requirements of the B-C District such as the subject site, any elevation of the principal building facing a public right-of- way, the exterior building finish shall be composed of at least sixty-five (65) percent brick, stone and/or class materials and/or integral color architecturally precast concrete panels with a form liner, tooled, natural stone veneer, brick face and/or cast stone type finish, and not more than thirty-five (35) percent EIFS or other precast panel material. Elevations not facing a public right-of-way may utilize any type of textured precast panel. The submitted plans do not include the specifications for the precast panels proposed for the principal building, which must be identified and must comply with Section 20-17-4.D.2 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. The submitted plans indicate that the majority of the proposed building will be 30 feet measured from grade to the top of the wall. The section at the primary entrance at the northwest corner of the building is 33.5 feet in height. The Great River Centre PUD District established height allowances for the subject site at 28 feet intended to preserve visibility from TH 101 into the commercial portions of Great River Centre to the north. Section 20-17-3.B.9 for the Zoning Ordinance allows height increases of up to three feet for parapet walls above the applicable height limit established by the Zoning Ordinance, which allows for the 30 foot height limit of the majority of the building. The 33.5 foot height of the building entrance section is appropriate to add visual interest and significance to the primary entrance of the building and is limited horizontally so as not to interfere with the visibility of Great River Centre from TH 101. As such, we recommend allowing the additional building height as proposed as part of the PUD Development Stage Plan. The developer will need to provide additional detail regarding the location of roof top equipment, which must be screened or located so as not to be visible from Quaday Avenue in accordance with Section 20-16-7.E of the Zoning Ordinance. Landscaping. The developer submitted a landscape plan for the subject site indicating plantings at the north and west lot lines and at the foundation of the building on the north, west and south elevations. The submitted landscape plan indicates that in -ground irrigation is provided to all turf grass areas, planting beds and the boulevard as required by Section 5-7- 3.13.4.b of the City Code. We recommend the landscape plan be revised to: ■ Extend the boulevard landscaping to the south lot line. Plant trees along the south property line consistent with the treatment along the north property line. Lot Requirements. The lots within the Great River Centre 4th Addition are subject to the following requirements: Min. Lot Area Min. Lot Width Max. Bldg. Cover Max. Lot Cover Setbacks Principal Building Parking Quaday Ave. Side TH 101 Quaday Ave. Side TH 101 Required None None 30% 70% 30ft. 10ft. 10ft. 15ft. 5ft. 10ft. Proposed 6.17ac. 110ft. 30% 71% 80ft. 95ft 165ft. 25ft. 20ft 20ft. The lot coverage and impervious surfaces on the subject site are at (or just above) the limits established by the preliminary plat approval. Flexibility to allow the proposed lot coverage and additional building coverage with the planned expansion can be allowed as part of the PUD Development Stage Plan for the subject site based on the additional greenspace provided for the development by the regional storm water pond within Outlot K, Great River Centre to the southeast. All other lot requirements applicable to the subject site are complied with. Access. The subject site is to be accessed from Quaday Avenue, which the City will construct as a public improvement project south of 85th Street. The subject site will have two driveways to 9 Quaday Avenue to allow for separation of passenger vehicle and semi-tractor/trailer traffic. The north driveway is setback 200 feet from the 85th Street and Quaday Avenue appropriate for location of a driveway onto a commercial collector street. The second driveway is 100 feet to the south, with a driveway parallel to the south side of the building to access the loading area on the east elevation. The site plan indicates that the south driveway may be relocated in the future to accommodate a future building expansion. In order to avoid having to remove curb and portions of Quaday Avenue, City staff recommends that the south access be constructed initially at the southern -most location and the drive aisles revised accordingly. Section 20-21- 4.H.7.b of the Zoning Ordinance allows commercial driveway widths to be 24 feet wide unless approved by the City Engineer for circulation purposes. The north driveway is 26 feet wide and the south driveway is 40 feet wide. City staff recommends that the north driveway be revised to be 24 feet wide, but that the south driveway width as proposed is necessary for adequate access to the parking and drive aisles. Off -Street Parking. The table below illustrates the calculation of required parking for the proposed building in accordance with Section 20-21-9 of the Zoning Ordinance: Use Requirement Gross Area Required Stalls Office 3 stalls + 1 stall/200sf. (net) 11,000sf. 53 Manufacturing 1 stall/7,500sf. (net) 43,400sf. 6 7ota1 59 The site plan provides for 87 off-street parking stalls, which complies with the number required by the Zoning Ordinance. Section 20-21-4.1-1 of the Zoning Ordinance requires off-street parking stalls to be a minimum of 9 feet x 18 feet accessed by a minimum 24 foot wide drive aisles and the site plan complies with these dimensions. The parking stalls and driveways are required to be surfaced with asphalt and surrounded by perimeter concrete curb, as indicated on the submitted plans. The specifications for the asphalt surface and concrete curb are subject to review and approval of the City Engineer. Grading Plan. The subject site is within the 100-year floodplain requiring that the building be elevated above the regulatory flood elevation. Parking areas and drive aisles are allowed to be three feet below the regulatory flood elevation. All storm water drainage from the subject site is to be directed to the regional storm water basis at the southeast corner of Outlot A, Great River Centre 4th Addition. The developer also must apply to FEMA for a Letter of Map Revision (LOMR) to formally remove the subject site from the 100-year floodplain. The developer has submitted a preliminary grading plan and storm water calculations in coordination with the City Engineer for construction of Quaday Avenue for the subject site. Storm water management includes construction of a storm water basin and outlet to the regional storm water pond to the southeast of the subject site across Lots 2 and 3, Block 1 Great River Center 4th Addition (currently final platted as Outlot A). The developer will need to prepare a drainage and utility easement to be recorded over storm water facilities within Outlot A. All grading, drainage and erosion control issues and easements are subject to review and approval of the City Engineer. Utility Plan. The proposed development is to be served by municipal sanitary sewer and water utilities being extended to Great River Centre 4th Addition as part of the Quaday Avenue project undertaken by the City. The developer has submitted a utility plan for the subject site in coordination with the City Engineer and plans for construction of Quaday Avenue. The utility plan should be revised to relocate the storm sewer to the south and outside of the area planned for expansion of the building, along with the drive aisles as noted above. All utility issues are subject to review and approval of the City Engineer. The purchase agreement for the subject site and approval of the Great River Centre 4th Addition final plat deferred payment of $34,141.70 for water availability charges and $48,912.68 for sewer availability charges to be paid by the developer. The developer is also responsible for payment of utility connection charges for the proposed principal building, which is calculated in accordance with Chapter 6, Section 1 of the City Code using the Metropolitan Council Environmental Services SAC schedule and paid at the time a building permit is issued in accordance with the 2016 fee schedule. Exterior Lighting. The submitted plans do not identify provision of exterior lighting, except for wall pack lighting mounted on the building, which is subject to Section 20-16-10 of the Zoning Ordinance. All lighting fixtures must have a 90 degree horizontal cut off and may not be mounted higher than 25 feet. A photometric lighting plan must be prepared that details the location of all exterior light fixtures, the height of the fixtures and the illumination pattern of all exterior fixtures. The photometric lighting plan is subject to review and approval of the Zoning Administrator. Signs. The submitted plans do not include information regarding proposed wall or freestanding signs for the subject site. Wall signs are to be allowed on all four exterior walls of the principal building and are subject to the provisions of Section 20-37-5.0 and 20-37-6.F of the Zoning Ordinance for commercial uses within the Freeway Corridor District adjacent to TH 101. A sign permit subject to review and approval of the Zoning Administrator is required prior to installation of any signs upon the subject site. Trash. Section 20-16-15.13 of the Zoning Ordinance requires that trash containers be maintained within the principal building or, if stored outdoors an enclosure constructed of materials consistent with that of the principal building be provided. The submitted plans do not identify a location either within the building or for an exterior enclosure. Construction of an exterior trash enclosure will be subject to review of the Zoning Administrator. Development Agreement. Section 20-36-7.0 of the Zoning Ordinance requires the developer to enter into an agreement with the City regarding approval of the PUD Development Stage Plan (and CUP), which will include payment of fees and provision of securities to ensure completion of the project. The development agreement will be drafted by the City Attorney and is subject to approval of the City Council. RECOMMENDATION The proposed development is consistent with land uses guided by the Comprehensive Plan and allowed by the PUD District and complies with applicable performance standards. Our office recommends approval of the application as outlined below. POSSIBLE MOTIONS A. Motion to approve a PUD Development Stage Plan and Conditional Use Permit for P&F Machine on Lot 1, Block 1 Great River Centre of Otsego 4th Addition subject to the following stipulations: The exterior materials for the principal building must be identified and must comply with Section 20-17-4.D.2 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 2. Roof top mechanical equipment must be screened or located so as not to be visible from Quaday Avenue in accordance with Section 20-16-7.E of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 3. The landscape plan shall be revised as follows and is subject to review and approval of City staff: Extend the boulevard landscaping to the south lot line. Plant trees along the south property line consistent with the treatment along the north property line. 4. The north driveway to Quaday Avenue shall be revised to be 24 feet wide and the south driveway revised to access Quaday Avenue at the southern -most location as shown on the submitted plan to allow for possible future expansion of the principal building, subject to review and approval of the City Engineer. 5. The specifications for the asphalt parking stalls and driveways and perimeter concrete curb shall be subject to review and approval of the City Engineer. 6. All grading, drainage and erosion control issues and flood plain issues are subject to review and approval of the City Engineer. 7. The developer shall prepare a drainage and utility easement to be recorded over proposed storm water management facilities within Outlot A, subject to review and approval of the City Engineer 7 7. All utility issues are subject to review and approval of the City Engineer. 8. The developer shall pay $34,141.70 for water availability charges and $48,912.68 for sewer availability charges due for Lot 1, Block 1 Great River Centre of Otsego 4th Addition, plus utility connection charges applicable to the proposed building in accordance with Chapter 6, Section 1 of the City Code. 9. A photometric lighting plan shall be prepared that details the location of all exterior light fixtures, the height of the fixtures, and the illumination pattern of all exterior fixtures, subject to review and approval of the Zoning Administrator. 10. Wall signs shall be allowed on all four exterior elevations; a sign permit subject compliance with Section 37 of the Zoning Ordinance and approval of the Zoning Administrator is required prior to installation of any signs upon the subject site. 11. Trash containers shall be stored within the principal building or, if stored outdoors, shall be kept within an enclosure in compliance with Section 20-16- 15.13 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 12. The developer shall execute a development agreement with the City, subject to review by the City Attorney and approval of the City Council --- J B. Motion to deny the application based on a finding that the request is not consistent with the Comprehensive Plan and PUD District for Great River Centre. C. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Dan Pawlak, P&F Properties, Inc. Annie Deckert, Decklan Group Chad Weeks, Arrow Companies Todd McClouth, Loucks 8 Exhibit A Overview Legend Roads CSAHCL ^- CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ c - ❑t © Parcels a 6 WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION Rosa Architectural Group Inc. =4 SterN Street St PaL4 mims"Ota 5510 tat 651-739-7988 tax: 651-739-3185 NEW BUILDING FOR P&F MACHINING OTSEGO, MN I HEREBY CETOIFY THAT THIS PLAN. SPECTR PON. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPER ION AND TWT I AM A DULY UCBLSED PROFESSOUR. UNDER THE LAWS OF THE STATE OF WNNESOTA. PMTT IPYL StOGD: I 01M CERTIFY THAT THIS PLAN, SPECIFICATION. OR REPORT WAS PREPARED W ME OR UNDER MY DIRECT SUPERASION AND THAT I AM A DULY UCEN.SED ARCHITECT UNDER THE LAWS OF THE STATE OF WNNESOTA IH�R ip.E suaP: PROJECT NUMBER: 21533 DATE: DECEMBER 21 2015 DRAWN BY: KF CHECKED BY: RR REVISIONS: CIMORM EXTERM &EVATKAS 9,2 ® COPYRIGHT 2015 ROSA ARCHITECTURAL GROUP WEST ELEVATION InbT1= r-0N —F'RE-FRL MTL PANFL �F`Fr=-FIK M7L. CAP WALL PACK LIGW — ,—PPz-rK FTL CAPS �___o__lijim u _ _ MOM mii mull NO STL. COL �mm --------------- NORTH- ELEVATION 671 VIb" = P-0" FIPECA5T -U-I. MAN DR ALUM. DOOR ALUPT. WOW. MTL. CANOE T ALUrt STORIff%ONT WALL PANEL WALL PACK LIGHT /—PR6-FPL "IL- PANEL �Fic -�=1N. 11TL CAP Moll LOADING DOCK-'r-- OH DP - EAST ELEVATION 1/I6" = P-0" WALL PANEL a SOUTH ELEVATION ^" VIb" = P-0" wn mm ORS Rosa Architectural Group Inc. 1084 Sterfing Street St Paul, Viinnesota 55119 tet 651-739-7988 fax. 651-739-3165 NEW BUILDING FOR P&F MACHINING OTSEGO, MN I HEREBY CERTIFY THAT THIS PLAN, SPECFECATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPMAM AND THAT I AM A DULY UCENS;D PROFEMONAL UNDER THE LAWS OF THE STATE OF MINN TA. v=Nt n�uE 55thR I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY UCENSEO ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRM M•..�. S=!ER o R. Tam no PROJECT NUMBER: 21533 DATE: DECEMBER 21 2015 DRAWN BY: KF CHECKED BY: RR REVISIONS: EXTERIOR ELEVATIONS A2,1 0 COPYRIGHT 2015 RCSA ARCHITECTURAL GROUP - ( STATE HIGHWAY _ ew . NO3.09.28 - _ - 55.40 1 ' 03 Eziattng;l Ianege a utlRty 1 ! !!' I 1 Li I I 1 `; �� ne ITT n-r I .I A T �TRE OF OT E 0 THIRD ADDITION I i 1 I_ 1 :3 s V V I V 1 5 a' I I I I _ I •t o W o 118-239-000110 l ` 1 1 N N' o'o Zoned: PG DisWot CO y \ - OG ,(_NITEDC- t I 1 I 5-4 2 O CIII III 06, 6I 1LI tg\'--U1 -N- 00-.47-' mile- '- I v, 148,148 Sq.Ft 2TC4 3.40 Acres vIVIT` vT -_--------^ Cam ' - `-` I I ;1I iI1 11 EdaUng Drolnoge & Utilityj J18-2681 010 264778 Sq.Ft T1OegoPb4*ty Co LLC f GREAT RIVER II aICQ mEOOaTSEGOTHRD ADDITION v• Zoned. PIJ Ttrict S CO. i-r^n 1 j_ �•,� I - - -- - - n r- I I u 1 J �- \7 \J i i , ( I i j 1 I •' 1 105.373 Sq.Ft aF I' «-- - - L« I I 1 I i F -- 1 I 2.42 Acres � t 1 :•'� iJ -- -' -' � � -__ - - - I I �� I Ina -- ---- - '� �� e �•:�,�.. �'?Ft� ,3 I! I~ ',� , t -I .A I� 1 � �� .<•`� �'..' \��"�,^i I� I t _--.- `�, _.---•- 1 I_'! I I I TI II[)n �� I i i ,NRROW i■ LO U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Sire 300 Maple G- , MN SS369 763.424.5505 wwwloucksinc.rwn -- -- - 0 _ - - - - - - - - I ------------ ----------- 2&3'4=--------------------------=28'•-�---------------.amg`'^�a'r�iM1 �L `qJ'% I�•M�O'A �" 1 � BM98 � �� yI140•Sk �• S0037'39'W ,aa - --_.5-+{ �' I�� -`` N o AVE.NE w n.11I'lIT n 1 I w.re.:x-rs 20383 QUADAY E NS978'02'W `, - Y j 27.00 _ _ - - , N ` 'i --- _-� —~ _ <--------------------------------- ----J - -. __ Proles Lead TWM - -' 984.81 I Drawn By ovn Lrrno ao® 'V d- 8 I -. _ rr . { Checked B TWM g _ _ (` _ kP• • .fe. I,.1 g 'tiYwL vr3 I A v E - _ I vC .� - , S00.31.58"W , y os.• kv `` :nay ® �� • �saC� OiV r - - _ \�_Exlstin9 Oralnoge & Utility a Review Date 01-1}TS � s z w•, ••" 0® \ 4, - - - - - - �y- - - - -�- - East per plat of GREAT RIVER u� • ' . _. C"6,\ v'-----1\\--------- CENTREOF aTSEco THIRD ADDITION •� � t -�-I C7•i EXISTING CQNDRiONS E_'•i16. • as : m I r �-. r- - - •_ A •I C2-1 ... SITE PEW _ ........ .... ................ GPODJNGPIAN u„, ruk M C3-2 .................. ....... SWPP • C}3 ..............ANPP DETAILS m � T uaedw CC-t ....._.....-............UI mPLAN f6 °O°'3 •�- CB-1 ...........DETAILS.SHEET, .................. . -I {AND$CAPE,PLAIV CALL BEFORE YOU DIG' 0 50 100 L7 LANDSCAPE DESAIL9, BENCHMARKS e.• 4� V� Gopher State One Call �I MNDOTDISKATSECORNEROF III IZ .. ,,.. __ ,. _..__._._._•.-, o g BRIDGE OVER HWY 10 ON HWY I N CITY AREA-' 6 1- 54- 002 169/101. Elevation=888.08 feet u IIIII SCALE IN FEET r ey (NGVD29). 3 __ — WARNING: a = THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL -- - - DaSfING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN ;v y .vr.r.v.v MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. CONDITIONS - - - - ---- THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6S1454-0002 AT - - - -- LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, _ - CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRLICTLIRES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER L.— I I STATE HIND Y 101 JJ J )JJJJJJ -)JJJ-J J J 1 -� 1!�jJ�,,,��Jj�J�RIJ JJJJJJJJ J J�JJJJJJJ�J� JJJJJJJJ) J S'RJJJJJJJJJJJJJJJJJJJJJJJ--J-J J zj jFjI JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ JJ-)JJJJJJ---)JJJJJJJJJJJJJJJJ °5',. -=-�7"� 1 i i JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ J �y'�"- L'.oNLRETEP�J-J�1p� ' I )JJJJJJJJ J C` JJ6ECYLIJdL!&1JJJJ..l=1� JJ )JJJJJJ J of i i JJTRA5L9BIN9JJJJ y5{ JJJJJJ- J )JJJ-JJJJJJ_LJ J JJJJJ J "', I ')JJJJJ-)JJJJJJ J JJ J I I C� 'JJJJJJ ' I' JJJJJJ J�JJJJJJJJJJJJJ_ J J JJJJJJ J-)JJJ-J-)JJJJJJ J J '-JJ-JJJ J--JJ-JJJJJJJJJJ_ JJ J 17 ml f i JJJJJJ JJJJJJJJJJJJJJJJ- IJJJ J I JJJJJ- J-)JJJ-JJJJJ��JJJ JJJ J a' y '.I I I A-k ' i I LUTY IGHT VEM PAVEMENT IL + ,l ! FFE=864.0 PROPOSED BUILDING 54,400 SF. ,maf I ' i ' I I ! - RAMP 1 I ' DEPRESSED - CURB RAMP �. 25.0 5'R TS B612 CURB& ---- —_ ---------- GUTTER (TYP.) SITE PLAN GENERAL NOTES 1. wREAiDENsm PROMS TOTAL SRE AREA==8.n A.C. PROPOSW FERVOIWS KFAGEA EAF R L=— mwimWPERNO AREA=AC'A sCi .-I. =2B5% BU4UING SURFACEARFw=54,4005Q.GT OR I.]5 AG PARRMG STAUS=. e] HANUKAP STALLS = 3TOTAt HC STA115 2 ALL PAVING. CONCRETE CURB. GUTTERAPID SIDEWALR—U. BE HIRNGFIED AND INSTALLED IN ACCORDANCE WIRITHE PLAN DETAILSANDTHEREQULQD— OF THE CITY. 3. THE OTY UFPARTMD9T DF FNGINEERINGANU 6NWINGINSPECTIONS UEPT.ANU THE CANSTRIICDON FNGINffP.SWLLt BE NODFlW AT LEAST 4B HOURS PRIORN ANYWORKW11HINTHE5TREFRIGTLTOFWAYMDEWALKSTREETORDRN .AYA 4. MBJNE50 A STATE STAjU REQUIRES NOTIRE ATION PER' ER STATE ONE CALL' PRIOR TO COMM— ANY GWIUING, VICAVATKIN OR VNUFRGROUNU WORK 5. AUJACENTSTREfTS.AI—ANOPARRNGARfASMUSTBESWEPTTOREEP THEM FREE OFTRiO®SOILAND 5ED611ENT. WNERACTOR MUSTMONROR CONDITEONSANDNIEEPASNEEDEDORYVTTHINN HOURSOFNOTICEBYTHE— SWEBING5HAU-BEBYAMECHANICALPKR-W ttPESWEEPEIL B. STALL STRIPING iORE4'WMRT_PAINf. REPERlO DETARS FOR HANDICAPPED STALLSfRRINC. AUSTRIPINGTOBED'OSY. ]. ALL CURRT"Ni TOF EA3FOOTTAPERVNLESSOTN.fi ENOTEU. B. ALLCURB UIMENSIONSSGRVNARETOTHE FAO:OFNRB UNLi550THfREVLSE I.OTW. 9. BTTVMINOUS BAPREGNATED FIBER BOARD TO BE PULCEDATHILL DEPTHOF CONCRETEADNCENTTO EYLSTBIG STRUCNRESAND BEHIND CURB ADJACENT TO DRNEWAYSANDSIDEWAUM .—,.—^--a.-- ° •— Fx.srownsEwec -�._�_ - cc-- •. ---I 1 ----I l i I I I • 111 POSSIBLE FUTURE I' I I I � II I I EXISTING REGIONAL POND T 00FT. BUILDING EXPANSION PROFILE, II' I 'Il , t' I I ICI I 1 I I � I HEAVY DUTY I ' 2 , I i! 'll , OUTLOT K 1------------------ _. _._-______--1 - I I i 6612 CURB & I I GUTTER ITYPJ I II! f I I I 6' CONCRETE WALK I LTYP.) I II I i I II , I j I I I I i I i FUTURE DRIVE W/ t I ; -I I I 100FT. BUILDING I EXPANSION PROFILE I I -----1----J L--------------------------jI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 FUTURE QUADAY AVE. (BY CITY) ------------------------------------- SITE PLAN LEGEND — CONCRETE PAVEMENTISIDEWALK HEAVY DUTY PAVEMENT LIGHT DITTY PAVEMENT I I I BENCHMARKS MNDOT DISK AT BE CORNER OF BRIDGE OVER HWY 10 ON HWY 1591101, El-aBon = 888.08 feet (NGVD29). 4II �pzl 0 50 100 III'll SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call ��TWIN CITY AREA 651-454—DO02 'B TOLL FREE I-800-252-1165 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER SPATE ONE CALL AT 651-454-0032 AT LEAST 46 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. i I J FA:1 ARROW i■LOuCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, S,Ite 300 Maple Grove, MN S5369 7,53.424.5505 www.1—ksin—nn p apr edN u-rmy d�.b aeddue INam . dulY � d PMeH;o v uMr 1M vn efNeSuteoFAGmq l`.................. ..... d w. Mdsud-PE u _o3H3 �e Loucks Pmject NO. 15423 Prejam laid TWM Drawn By Checked By TWM Review Date 01-13-75 C1-1 EXISTING CONDITIDNS. j;�2:1....--------' Ql....................... GRADING_PWN, C3:z.....................................5'. N. PP. C3-3 SWPP DETAILS C3;4.. ................. SW PP DETAILS_ C41.................. ..... - LITII.ITY PLAN, ..................... DIE7A;LSSHEET -1,1-1-..__............. LANDSCAPE. PLAN. LANDSCAPE DETAILS .................. .................... ..... auxrscN®uL=_ DECIDUOUS TREES I QTY 1COMMONNAME JBOTANICALNAME CONT ICAL I REMARKS SGM 8 1 SIENNA GLEN MAPLE I Aoer fre--Il'SI1—Glen' IS&B I TCal RR 14 1 RENAISSANCE REFLECTION BIRCH I Betula papyniera-Renaissance Releclion' B & B 210EI CLUMP SKH 19 ISKYLINEHONEYLOCUST I Gledll'a td—rdhos'SRyoole JB&B 2'Cal EVERGREEN TREES IOTY COMMON NAME SOTANICALNAME COAT CAL REMARKS BS 13 BLACK HILLS SPRUCE Picea glaura'Densafa' S 8 B FULL FORM AP 3 AUSTRIAN PINE Pinus nigra El& B FULL FORM ORNAMENTALTREES QTY I COMMON NAME BOTANICAL NAME CONT CAL REMARKS CR 12 IREJOICECRABAPPLE Malusx-RejmDi IS&B 1S"Cal SHRUBS QTY I COMMON NAME BOTANICAL NAME ICONT ISIZEATPLANTING I JREMARKS GS 119 1GOLDFLAMESPIREA Sp&aa x blinalda'Goldil me 15gal 24'HGF ML 12B I MISS KIM LILAC Syringe Paiula'Mss Kim' 15 gel 24' HGT CONIFEROUS SHRUBS I OTY COMMONNAME JBOTANICALNAME CONT ISIZEATPLANTING REMARKS MAJ 11 IMANFYJUNIPER Junipeius chinensis'ManeyF 59.1 1 18'SPRD MJJ 36 1 MINT JULEP JUNIPER Junryerus l'lnensis'Monlep' 150 18-SPRD GRASSES CITY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING REMARKS FG 30 FEATHER REED GRASS CabmaorosBs x acuBBora'Kad Foerster 1 9al I PERENNIALS IQTY JCOMMONNANIE JBGTANICALNAME CONT SIZEATPLANTING REMARKS BAD 24 1 BAJA DAYLLY I Hem mir. x'Saja' 11 gal I SD 135 1 STELLA D' ORO DAYLILY IHeir—Ir. x'SLlIa de Ora 11 gal G—.. COAU10NN-E .NiCt RATE GENERAL NOTES SEEU F SOD 'i TtMFSEEp MNDOT 035-131-COM.+tERQAI NRFSEm >��pEpA� NATNE QiSSMIX MNOOT tli5S21-NAmVESHORTPRA1R1E cft+i5 <9 ac PaE ACRE,11111"Ivlj'� %7==� 0 50 100 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA 651-455-0002 ^'I►V TOLL FREE: I-800-252-1166 WARNING- THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAIN7AIMNGTINEIR SERVI[EAND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454.01102 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDORS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTKN AT NO COST TOTHE OWNER. i■ L3o..9CK5 PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424550E www.lnucksinc.com f11-13-16 Pr liminary Plan. .............................................. ................................................. ................................................ I heat rhaH Ma: V,�a plr+, m wpvN by me a Ai.eq9-yy 0 50 100 SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA 651-455-0002 ^'I►V TOLL FREE: I-800-252-1166 WARNING- THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAIN7AIMNGTINEIR SERVI[EAND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454.01102 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDORS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTKN AT NO COST TOTHE OWNER. i■ L3o..9CK5 PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424550E www.lnucksinc.com f11-13-16 Pr liminary Plan. .............................................. ................................................. ................................................ I heat rhaH Ma: V,�a plr+, m wpvN by me a Ai.eq9-yy ..e t ha I ar, . ash u� p. HE wduthelmsdN. ewe. WD.I.W-U 45591 01/13/16 Lauds Project No, 1842E P Ject Lead TWM Drawn By DDL Checked By COL. Review Dace 01/13/16 C1-1 ................................................... 1 a IX18T1NG CONDITIONS C2-1,......._.......... ......... _....... SITE PLAN. C31. ,.._, .... GRADING. FOR C33 ................................................. SWPP DETAILS C34 SWPP DETAILS C41 UTIIITY PLAN C8-1 DETAILS SHEET 11-1______ ___ LAMOSCAPE.PL4N. 6-2LANDSCAPE DETAILS REFER TO PLAN SHRUBS TO BE PLACED SO THAT 16°MIN. TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE PLANTING SOIL -SEE NOTES OR SPEC. MULCH -3' DEPTH - SEE NOTES OR SPEC LANDSCAPE FABRIC -SEE NOTES OR SPEC \ EDGING MATERIAL -SEE NOTES OR SPEC EDGE VARIES- REFER TO PLAN i LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. II SCARIFY BOTTOM AND SIDES OF HOLE PRIORTOPLANTING _ -L 11�1�1 -11 BUILDING WALL GYP) " SHRUB PLANTING DETAIL L, _ SCA"'WH Pd VARIES MULCH-r MIN. DEPhI -SEE NOTES OR SPECS. EDGER -SEE NOTES OR SPECS. EDGE VARIES -SEE PLAN 12' DEPTH (MINI. LOAM PLANTING SOIL -SEE NOTES OR SPECS. LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING __•2 PERENNIAL PLANTING L7-2 SCAtAVe=I'4P d _ THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAININGALLTREE5 IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN ANA GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE - CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PUCE BACKFRL IN B-12' LIFTS AND SATURATE SOIL WITH WATER DONOTCDMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. I0rr POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING -ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE MULCH-4'DEEP. NOMULOHINCONTACT WITH TRUNK -SEE NOTES OR SPECS. BACKPILL WITH IN SIN TOPSOIL WOOD STAKE RDFTIONAU EDGE VARIES -SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING 'ERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. 33, DECIDUOUS TREE PLANTING DETAIL LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND WITH OTHER CONTRACTORS WORKING ON SITE. ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3° DEEP SHREDDED CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA HARDWOOD MULCH WITH NO WEED BARRIER WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOO/SEED SHALL BE HELD 1' BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUETO GRADING SOD SHALL BE LAID PARALLELTOTHE CONTOURSAND SHALL HAVE STAGGERED IOINTS ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGESWALES, THE SOD SHALL BE STAIEDTO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRURS SHALL RAW AT LEAST CANES ATTHE SPECIFIED MINIMUM SHRUB HEIGHTOR WIDTH ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3'ABOVE ROOT BALL STREETAND BOULEVARD TREESSHALLBEGIN BRANCHING NO LOWER THAN T ABOVE FINISHED GRADE ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMASTREE .SALES SHALL NOTEE USED. ALL CONIFEROUS TREE SHALL BE FULL FORM, NATURAL TO THE SPECIES. WITHOUT PRUNING. PLAN TAM PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. 5PEOFICATONSTAKE PRECEDENCE OVER NOTES. NO PUNT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL 15 REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PUN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BEADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW REIFASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 25' CALIPER PER TREE AND 3 OZPER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREESAU03L ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE MINIMUM OF 12' DEPTH OF PUNTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT ORMANUREAND 10 PARTS SAND. _ . ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING I- GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE WRAP ALL DECIDUOUS TREES PUNTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. ALL SHRUB BED MASSINGS TO RECEIVE 3' DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES TO RECEIVE 4' DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIEDANOICATED ON DRAWING OR IN SPECIFICATION IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DMOE TES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHCH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT ANW(OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE ANYACTSOF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SMALL BE THE RESPONSIBILITY OFTHECONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO. PRUNING. FERTILIZATION AND DISEASEPEST CONTROL CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WARRANTY LONE FULL GROWING SEASONI FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BYTHE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO )UNE 1S. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15- NOVEMBER ?- FALL SEEDING FROM AUGUST 15-SEPTEMBER 15, DORMANT SEEDING IN THE FALL SHALL NOTOOCUR PRIOR TO NOVEMBER I. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST I5-OCFOBER I AND DECIDUOUS PUNTING FROM THE FIRST FROST UNTIL NOV94BER 75. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENTMUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL HE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECTFTCATON AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BEAPPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. TSHALLBETHE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSU RE THAT ALL SODDED/SEEDED AND PUNTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM IS NOTTO SPRINKLEACR04 PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANT1NGWOOSEID HAS BEEN ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING 5 SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN ALMA GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFTLL IN 8.12'LIFTS AND SATURATE SOIL WITH WATER DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING -ONE PER WIRE MULCH -4'DEEP- SEE NOTES OR SPECS. MULCH MUST NOT BE INCONTACT WITH TRUNK BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL? EDGE VARIES -SE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOTBALL SET ON UNDISTURBED SUBGRADE CONTRACTOR 15 RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. 4 CONIFEROUS TREE PLANTING DETAIL i■LouCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane• Suite 300 Maple Grave, MN 55369 763.424.5505 www.loucksinc - rya 01. 13.E 5 ............ ..... . Preliminary, Plan .................................................. -.._....._.... .................................... ........................... ........ . ....... ........................... _...... _............... ..................... I ...... ................... ... T b�<eY v e, m �I s y�krk.1•JN.Amx�i�ra�r�m. ........ _.. ..... .......... gM D. Wm-kA YIy 9 01/13/13/16 Loucks P,ajecc No. 15423 PNJett Lead TWM Drawn By DDL Checked By DDL Review Date 01/13/16 �:Sr'."%-•_.'J•.-..ram `- -- �I. o Ci-1.. EXISTING CONDITIONS --- ......._. a .. C2-1 Sf PLAN C3:I.. . .............. GRADING PLAN .......... C3-3...._..... E! Eq S . ......................... C:?:9_.._....._..... _.... SWPPDETAI}S Crrj-, U]TL171Y PLAN, ............................._..__ . C-1..................... DETAILS SHEET Ll-1 ,_LANDSCAPE PLAN LI.2 LANDSCAPE DETAILS, 61. 6 62.1 _ _ Hag f---- - o 62- - 621H 6. - __ .. .. .��-� 7.0%6.2 60. `PROPOSED �-- � -- _ INFILTRATION POND �-0KY. , DRAINAGE & unLrrY EASEMENT . j ; EX. REGIONAL POND �$ �''' CB9 I�p FES-856.0 STM-855.0 "�5�8 OVERFLOW WEIR-- _ .'� . NWL-856.5 _ 6 t ARTICULATED BLOCKN)AT. ARROW 63 30 1 .FOREBAY-PREMEATM84TAREA (TYPI -• I': I HWL-859.4 35 635 635 TURF REINFORCEMENT MAT l LTRM1 9 .0 640. .0 35 60 63 .0 - -. II '' ``// Lo - 63 b .3 35•. 64. 2A% I I - _ _ -' PLANNING = 63. 2 - - - - CIVIL ENGINEERING OUTLOT K LAND SURVEYING ' 'I - _ LANDSCAPE ARCHITECTURE 1 1 I ENVIRONMENTAL - I 7200 Hemlock Lane, 5uice 300 FFE=864.0. - - ' - I Maple Grove, MN 55369 763.424.5505 3-5 PROPOSED -BUILDING > 64.0 54,400 SF. 63. �63 1 r i. 63 6 0 t 64. 2.0 1 54.0 L 35 3 _ 35 _ ..- 63. 635 aw.eba c"'+^,--ate •.I.- _..,. 16 ;i2-5 21 .I-. ..3. _ 62.6 622 - 1_ _-_ _——._ _ I' - — _ _ _ __.-_ .._ -. 0 B 625 - .6 �61- _8I `j 01 73-16 P kminary Plan i v v"• � � � 61.Ox 61.0I I \pG I - ---- --=-------------- - - --- --- _ _ - - - - ............. :::::: _ FUTURE QUADAY AVE. (BY CITY) 9------------ - s - ------------------- - ------------------------ _..._ C• � Imaad��aruMv; Gr ortend Aa • I lei tip f Im v o mD CIVIL LEGEND GRADING & DRAINAGE NOTES - zvawrr a.wm¢ _ aM au°m1c Q SEE STORMWATER POLLUTION PREVENTION PLAN FORSOILSTAMIZATION INFORMATION. uaty� 4 ® EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT " # PRACTICES, CTTY REQUIREMENTS AND THE DETAIL5 SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. PDii vcvatw-c IN -- P_Polr• / THE FEMA 100-YR. FLOOD ELEVATION=861.0 FOR THIS SITE - 4 TOPOGRAPHY FROM PRELIMINARY PLAT DATA, PREPARED BY THE CITY DATED "' armor 11-09-13 cmm,r xwmcw awlwE Pnelavc --= ooEa�w �- Ua>EltQOtND Dow"s"wr rF now �+✓>` IF]E Jx—x— Ixrlw CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA 651-454-0002 a u TOLL FREE 1-800-252-1156 WARNING: THE CONTRACTOR SHALL RE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES_ THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER. n �mzv�rnvu:w•. TOCOreeW n1_+ ovumr.��xnav .aa�naaauoeimxir BASIN OVERFLOW 3009� area aiWee M�� 0 50 100 L1 ._.._-_.._...--20383 IIII� Loucks Projea No. 15423 SCALE IN FEET Pmjea Lead TWM Drawn By Checked By TWM Review Date 01-13-15 BENCHMARKS— CI-1 EXISTING CONDITIONS MNOOT DISK AT SE CORNER OF C2-I........... C3_1 .................. ITE_ PLAN_ GRADING PLAN BRIDGE OVER HWY 10 ON HWY C3-2.... SVJPP, 169/101,Eleva6on=888.08feet ......................_WP_DETAILS, Cd-1......_.................. Uill1TY PLAN, C6-1 DETAILS SHEET L7-1....................LAND$CAPE PLAN L1-2 LAND$CAPE DETAILS ---__------------------_ ---------- - --- _ I _ ---------------- AS is Ae -' '1 ~i �w �r _---- it—� 1 •- t -- I 1 i C�•' I I I g= +' i ` I 11 �• I i / // /! t _ I I 4.l r d fII /(• IgnlBldl r`r 1, 1 Fmk ARROW— �'=- 1I( I 1 r ! l+l f ,II t� t— � � ; \_____.__ ill � i { t I ��r� •'/ -- .-- - (`'� I I I I 1 LU U C KS `� _- I I t II Ir I tr Lr `�. ' I�i \ PLANNING _ _--'- - - - ' ,• `S, I 1 I I \ ---_----.---_- ``- CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE -`- I I i �'-� " ---' ! I I i I I - ENVIRONMENTAL --_- - -_------.------ I I ! l I I I I 'r f III ��r� 7200 Hemlod Lane, Suite 300 Maple Grove, MN S5369 763.4245505 ,',PROPOSEDIBUILDJNG I jwww.I-cksinc— tail III I �, 54,400 SF. • I 1 1 t l - t - � % 1 I I I i - � tl - ?I� I ---- {. � r — III k -------I_�, - I�� --- -- - -- - -- - -- --- -- PERMANENT STORMWATER MANAGEMENT X INFILTRATION X REGIONALPONDING RECEIVING NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER TYPEOF SPECIAL WATER MISSISSIPPI RIVER NO NIO ESTIMATED OUANTITIES DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 SILT FENCE (STANDARD) LF 2329 INLET PROTECTION EA 9 SITE PLAN LEGEND— SILTFENCE INLET PROTECTION =ON- PROPOSED DRAINAGE PATTERN I --N. DRAINAGE PATTERN 1 '� • es�' � I� I ty I { I + - -" � - I I I 01-13-16 PreBminary.Plaq ----------- - - - ----V,----- 1 L--------------------------1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.................... .............. ................ —_--_ FUTURE QUADAY AVE- (BY CITY) ---eta-^-- � I 1 ._......._..............._.._.......... ..... \ i t I 1 ............................... .. .. ................. ...... ....................... ............ ... . I�III 0 50 100 k_ IIII SCALE IN FEET a�:reK° w.�` i�� f" •• tea« m. ce. U 20363 Loud. Project No. 15423 Project Lead TWM Drawn By Checked By TWM Review Date 01-13.15 CALL BEFORE YOU DIG Gopher State One Call TWIN CITY AREA: u 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL DUSTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPAMES IN MAINTAINING THEIRSERVICEAND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER C7-t EX6TING CONDITIONS C2-1 SITE PLAN C31 GRADING PLAN C32 SWPP Fi3........ _............ WPP GETILS L3.4 SWPP DETAILS c 7...._..---------------- ..uTrrFuns. CE-i__.__.-_..........- DETAILS SHEET LANDSCAPE PLAN ..................... ................................................. _......- .._ .............. 1. PROJECT DESCRIPTION THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING: A MANUFACTURING TYPE BUILDING TOTALING APPROXIMATELY 54,400 SQ.FT. WITH A LOADING DOCK. PROJECT WILL ALSO INCLUDE THE CONSTRUCTION OF A SURFACE PARKING LOT AND EXTENSION OF UTILITIES TO SERVE SITE SITE 2. SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE PAD 2, INSTALLATION OF STAGE 1 SILT FENCE AROUND SITE 3. STRIP AND STOCK PILE REMAINING TOPSOIL. 4. FINALGRADESITE 5. STABILIZE DENUDED AREAS AND STOCKPILES 6. INSTALL SILT FENCE AROUND BASINS. 7. BEGIN CONSTRICTION S. INSTALL UTILITIES B. INSTALL BUILDING FOUNDATIONS 10. INSTALL CURB AND GUTTER 11. INSTALL PAVEMENTS AND WALKS 12. FINAL GRADE LANDSCAPE AREAS & INSTALL LANDSCAPING AND SOD 13. REMOVE ACCUMULATED SEDIMENT FROM BASIN- 1 4. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE :_6.17 A.C. AREA PRE -CONSTRUCTION IMPERVIOUSs0.0 A.C. POST -CONSTRUCTION IMPERVIOUS AREA: ±43S A.C. 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGK5, SILT FENCE, ETC BEFORE CONSTRUCTION BEGINS. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN M OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 1S) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE AT A RATE OF 1.5 TIMES STANDARD 5EEOING FI STABILIZATION TO BE DONE PER LANDSCAPE PLAN, SEE SHEET Ll-1. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEFT FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATERTHAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OFSILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT19 CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND . STOCKPILES.. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO ASEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST SETRFATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MICA DISPOSAL REQUIREMENTS. IT. THE WATERSHED DISTRICT OR THE TOWNSHIP MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 12. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION 15 A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMTTTEE FOR PARTS II.B., PARTLC, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIXA, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 13. TERMINATION OF COVERAGE-PERMTTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMITA NOTICE TERMINATION IN T) TO THE MPCA. ALL PERMITrEE(SI MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OFTHE FOLLOWING CONDITIONS HAVE BEEN MET: A FINAL STABILIZATION, PER NPDES PERMIT PART N.C. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMOTEE 15 RESPONSIBLE. S. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY TOWNSHIP REPRESENTATIVE IS REQUIRED. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.9 OVER 24 HOUR RAIN EVENT. C STABILIZED AREAS: ONCE EVERY 30 DAYS D. FROZEN GROUND: AS SOON M RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING - OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSONIS) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES IR STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C SEDIMENT REMOVED FROM SURFACE WATERS WITHIN V)SEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO TOWNSHIP ENGINEER FOR ALL EVENTS GREATER THAN9' IN 24 HOURS 17. THE SWPFP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMIETEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESERECORDS MUSTBE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19- SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C THE BMPS IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. D. AT ANY TIME AFTER PERMITCOVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THAT THE PROJECT 'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALIFY STANDARD: OR THAT THE SWPPP DOES NOT INCORPORATE THE APPUCABLE REQUIREMENTS IN PART IIIAB., (IMPAIRED WATERS AND TMDLS). IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE MPCA WILL AKE A DETERMINATION AS TO WHETHER MODIFICATION OF THE SWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPG MAKES SUCH DETERMINATION(S) OR ANY OF THE DETERMINATIONS IN PARTS III.B.1: 3., THE MPCA WILL NOTIFY THE PERMITEW) IN WRITING. IN RESPONSE, THE PERMITTEELS) MUST AMEND THE SWPPP TO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY THE MFCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. 20. CONCRETE WASHOUT AREA A CONTRACTORTO PROVIDE PREFABRICATED CONCRETE WASHOUT CONTAINER WITH RAM PROTECTION PER PLAN. B. CONCRETE WASH -OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL•_ C CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22. PIPEOULI L CS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER 23. TNALSTABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITffS HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMPS SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPAOTY. 24. TEMPORARYSEDIMENTATION BASINS A THETEMPORARV SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ALM DRAINING TO A COMMON LOCATION. 8. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAUUC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2-YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT OF THE POND- THE TEMPORARY SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES. AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL BE STABILIZED. C TEMPORARY SEDIMENTATION. BASINS SHALL BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY REQUIRED BUFFER ZONE AND MUST BE DESIGNED TO AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH THE REQUIREMENTS OF THIS PERMIT. D- EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCHARGE FROM SIRE. - - - 25. DEWATERING AND BASIN DRAINING A TURBID OR SEMMENT•LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE THE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOTOWNSHIP DISSIPATION PROVIDED. B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATERSHALL BE HAULED AWAY FOR DISPOSAL: RETURNED TO THE BEGINING OF THE TREATMENT PROCESS. OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION 15 GRANTED BY THE SANITARY SEWER AUTHORITY. 26. POLLUTION PREVENTION A BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER B. PESTICIDES, HERBIODES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER C HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROVIDED TO PREVENT VANDALISM. D. SOUD WASTER MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 703S. E PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND VVILL NOT BE TIPPED OR KNOCKED OVER SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINK R. CH MO. F. DISCHARGE OF SPILT T OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THATAN APPROPRIATE DISPOSAL MEIHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE OESIGNEDTO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS- CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28. GENERAL STORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN PART III OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION PRECIPITATION 6. THE NATURE OF STORMWATER RUNOFF AND RUNON AT THE SITE C PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D- THE RANGE OF SOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SCE. 29. CONSTRUCTION OF FILTRATION BASINS A NO HEAVY TRAFFIC ON FILTRATION AREAS, CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILTRATION AREAS. IF COMPACTION IS ENCOUNTERED, BA51N SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. R. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( PART III.D'I.C3. C WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS LEG-, DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA THE AREA MUST BE STAKED OFF AND MARKED.SO THAT HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED INFILTRATION AREA D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE PERMTTTEEO) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (EG., GRU CHAMBER) TO SETTLE PARTICULATES BEFORE THE STORMWATER DISCHARGES INTO THE INFILTRATION OF FILTRATIONSYSTEM 30. POSTCONSTRULTION THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PRO]ECPS PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART III.D. $HALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CRATED BY THE PROJECT. SEE PART IILD.1. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY CONTRACTOR WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM 32. TRAINING REQEMENTS THE PERMUTESN SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A INDIVIDUALS) PREPARING THE SWPP FOR THE PROJECT B. INDMDUALLS) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SW WP AND INDMDUALS(S) PERFORMING INSPECTIONS AS REQUIRED IN PART N.E. ONE OF THESE INDIVDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA C INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THE 109 DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'$ JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACONITES COVERED UNDER THIS PERMIT FOR THE PROJECT- AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SIRE IN 72 HOURS) MUST BE TRAINED IN THE )OB DUTIES DESCRIBED IN PART IILF.I.B. AND PAKTIILF.I.0 3. THE PERMIITEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPOESADS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFESHER-TREiNING MUST BE ATTENDED EVERYTHREE (3) YE91LS STARTING THREE DI YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. CALL BEFORE YOU DIGI Gopher State One Call IB►/+ TWIN CITY AREA: 651-454-0002 d TOLL FREE: I-800-252-II66 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES, THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND /OR RELOCATION OF LINES THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-5540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER twiv- ord7u+m.0. Val Anderson V _ . _ - 33. UST OF CONTACTS TILE NAME COMPANY PHONE NUMBER OWNER PROJECT -MANAGER TODD MCLOUTH LOUCKS 763-49"742 ENGINEER SWPPP VALANDERSON LOUCKS 763-496-6728 CONTRACTOR PENDING SITE MANGER PENDING MPG 24HR HAZARDOUS SPILL HOTLINE: 651-64s5457 OF 80420798 ARROW 1 �■LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock L-- Suite 300 Maple Grove, MN SS369 763.424,5505 vrvm.lokxJcsinccom �+4 01-13-1b .................. PmPgj inary,Plan, I Fe��..n3r ae,+6dw .Pen..e, erg 0 w,.xkn�sm�arnr W.N4.W,-PE LI 20383 Loucks Project No. 15423 Project Lead TWIN Drawn By Checked By TWIN Review Date of-13-15 C7.1, ._EXISTING CONDf1TON5 C2:).............................. SITE. PLAN, C3;Z................................. SWPP. C3-3........ .......... DE(PJLS, CAI........ U7'ILffV PLAN C6-1 DETAILS SHEET L1-1 LP,NDSC,,A„P,E PLAN, Lt-2 LaIJDSCAPE DETAIL$ sruLR ^s•—co-iuTiays�NrnlYo 6NN. ummaFNrav I.--�{ c-a�mTv� I I urea i sruLATlsexFERvu�.s +_ 9a[]3LLWFIH •MrFlPALsaR ANa COMPACr. 5. aWv tPNGMSHNLNar FiCiFD IRW wxIwIXn A.V TRFIAF — swuLaEFwEov RoaasoRau•.xz - moM.v�enn wwm.�s,AY+oauu eF.nRFTssxau wAw< coon soa coNrY.cr. EROSION CONTROL BLANKETO$-16 ab-LFCI�R PUTF o�ow : -rov INLETTORMSTION- OS�71 ASSOOATES EXISTING STORM STRUCTURES ease sorts—' _ TRFNaLIrL � POiHT'.Y' ]fLLReE WGWR MNxFO1MTroFNSUREYFNT a +mrFaoluANONar.w�uxorxFo+Ds. BIOROLL DITCH CHECK ERGS-7 Ue Mwv+EN �� ROCKENTRANCETO 1 �Oyy J►sSoculTs CON5TRUCTTON SITE MNDm3466 b / 91 .-ASSEMBLEDSIL� om1u OR OR MACHINE ASSOCUT6CHINE SLICED rnres: 1. � � eOrRaF Wb¢FFN0: Nrt66cVD®Fri MAlL4M.�Na. ats+cm eas+T. wrvw ] � wm TNe eaov:.a �wLRFwxcrowmovosrWrlYAeRN.or s.l oxcb+ :�srnnF; uw F.docrowlvrinc�.vewnxwlR:ae�nss..w�a x, or]�rRSPravoxr.u�Tr�oamYo.Marueraclrrtomncv. s. urJuluTawcY4m•.wacr. PwaRKPOEPOE A�ieR4 HEAW DUTY EROS-2 AssocuT6 SILT FENCE F NDS SEiti +LT 4➢SFU Ta htErRNt lass d OPT frADOY aGG[6.\TE @L SE04YDw11HsnPA ilPi¢ .ROO:LOCyCOM1wp1T lOG s¢]ravRcs �n.nnaw6 R.]m. M.]M•FK]vx9AtT TVEst6lED an arxOOs's AVW.G•+FDISaW�i QMAY4EJUbsmMst•D. V_.alareF SatxaFM^SNaIorETLOVG.Yrou IiWiOMnRRR sEwTo eE vno�vroi ��.srwr+°oR`n sw�„FoiJ v�F•FNo�mu v�uNn nLi RoaFia woM ars ccr�n uccRFUTF mNusnnc � soLvo vnRnnFsorcwaEncanFcsTEmvraRwNCTosF.c ]In TA9LJI]>-I:G��DAION INLETPROTECTION- �P 30,,I ROCK/COmP05T LOG - r �6rnnvaoD wIM-raoxsiblNBJ w 1E1F@S PAFVYOSBuO: �w �i�f�lecaluFraEUNFowmLn' c�T�ia�T v�taLSA rm mus Lo-�ai��'a �f/` o I � saxaouNBwa wlpsl7e I � G G' omm x a ASSOCIATES CONCRETE WASHOUT m3005� CALL BEFORE YOU DIG Gopher State One Call TWIN CITY AREA 651-454-0002 TOLL FREE 1-500-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6S1 454-DW2 AT LEAST 46 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. wood —I f44KKFf MUILX PRaPEam F u— vNFREi� I m OVE 1 e4TTDY \ / END at 9tsx[RJ 4- v¢nuL varocx ww f'L9En aINDO:I 91n4 iR PL/tCU 410 ST/P4-➢ TO Mn/DOT SPRTFIatTIDN 2]]531tZ wox THE mLLOWIND EXCEPTORJ. ]DJ]CFNI SIRR EDE¢ sxa.L s ov¢FnPVEo 4 wxiMUY ov c. waoo awvEDaosaL sax¢ oa STAPLs swui � iFsn In iM1ACE oT aErAL wru snvLts WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE _ 1-Se" STANDARD PLATE NO. 1. 502 FA:1 fiRROw �■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 72DO Hemlock Lone, Suit 300 MaPIe Grove, MN SS364 763.4245505 Y.rvw.lDudcsirlc.cam ol.,,br�r,n�au<Pi. • ape a �vn aanedbYme nn3rmYd e I.xsd Y.s��e.fNn A�`S`fitl ...... �E ....................2 38 aw.M4.w.-Pa 20383 �RC��•_d :TS_rauo Louth Project Na. 15423 Pmjea Lead TWM Drawn By Checked By TWM Review Date 01-13-15 CI-1 EXISTING CONDRIONS C2-1 SITE PLAN C3-1GRADING PLAN_ 3-2 SWPP C3;3....... .... ...... ......_SWPP DETAILS ...................... TAIry PLAN. CE-7 DETAILSSHEET L1-1___ ______ L1NDSCP.PE_PWN- L1-2 ............... .... _LA7J.Dc�,PE DFAILS . I / T t CB 1 RIM-60.0 INV-561 i' I r - I GVIL LEGEND _ i i�an uwm_ Q p r� 0 sa x.xaw nwwc � I � I i l i; I1 , CS I) I, RIM-61.9 INV 7.42 I I 1 CS 4 RIM-613 1 a INV-57.85 i' I Ii j; , CBS - INV-581 1, l CS \\ RIM-61S \ � INV-SBS- I I I INFILTRATION POND PROPOSED DRAINAGE NWL-DRY I I - - - - i I & lfTLLnY EASEMENT I 100-YR HWL-9S9.8 I FE54S6.0 BTM-855.0 OVERFLOW WEIR - II ARTICULATED BLOCK MAT , 20'-21" RCP FOREBAY- PRETREATMENT AREA (TYP•) I I ®1.00% ! TURF REINFORCEMENT MAT I I l TTRM) , I I I t CB 7 I . I • r-. RIM-61.2 NVS8.0 II I I I, II, _ !1 i. I i -SDR26-SEWER Y-- O !� ��(��,/ �'!`A'• SERVICE AT ;�RIM-61.6 INV-59.0 CONNECT TO FUTIJRE FUTURE WATERMAIN M) CITYL _ -STUB FUTURESANRARYSEW_ IBYQTY) - - - - - - - - -_ �QG FUTURE - - - -------------------- } - - - \ .y 'a Y_ �G I UTILITY PLAN NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMA)N UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2. SEE DETAIL SHEET AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS. 3. ALL CONNECTIONSTO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES 4. THE CONTRACTORSHALL NOTIFY GOPHER STATE ONE CALL AT 651-454A002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 5. THE CONTRACTORSHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. 6. ALL STREET REFNRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OFTHE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES DAMUTCO) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED.ALL PUBLICSTREETS SHALL BE OPEN TO TRAFFICAT ALLTIMM NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRE55ED AUTHORITY OF OF THE CITY. 7. ALL UTILITY PIPE BEDDINGSHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OFTHECEAM SPECIFICATION. B. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 9. MAINTAIN 8 FEET OF COVER OVER ALL WATERMAINS AND SERVICES. 10. PROPOSED PIPE MATERIALS: STORM SEWER RCP CLASS 5 WATER SERVICE DIP CLASS 53 SANITARYSERVICE PVC SDR 26 -Csz d° RIM-61.0 9 1 ° INV-56.75 CD �� e CB9 2 RIM-60.0 INV-57.5 _ C7 70' -12" a; RCP 6E0.7% RIM-60.0 INV-58.0 E ,.. TRENCH DRAW PROPOSED BUILDING s 54,400 SF. 6"-DIP 6"PLUG INVs56.0- 6" PLUG - 1ADAY AVE. (BY CITY) ------------------- EX. REGIONAL POND NWL-856.5 HWL-859.4 i I I I J I 1 1 I I I i I j ARROW - �■ LO U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lana Suite 300 M-Ple Grove, MN 55369 763.424.5505 www.leudcs!nccnm 01' 13-16 Preliminary Plan. IIM1cr"by«mfy ctu N: nla"si<x .• ,.op"n... crto.,.a q•m<wuna<. "y� ,,,°e m.r .............. ............. w uu:en-vs �� 20383 I Loucks Project No. 15423 PrejecL Lead TWIN Drawn By BENCHMARKS 0 50 100 Checked By TWM MNDOTDISK ATSECORNER OF II� Review Date 01-13-75 BRIDGE OVER HWY 10 ON HWY II 'IIIZ e 169/101.E)evadon=888.08feet III C1-1M!STINGCONDRIONS. (NGVD29). SCALE IN FEET:)........_ .................. SITE PLAN .............. C3-2 SVYPP C3-3_.,,._._„............._SWPP DET41L5 C3:4 .... _................_SlkPP DETAILS, CALL BEFORE YOU DIG! Ca. DETAILS SHEET, Gopher .... _ L7 1 _- __ -_, LAN�SC4PE PLAN. State One CallWI (%) TN CITY AREA 551-454-0002 TOLL FREE 1-800-252-II66 ._.................._.. ..._.__....... ... WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6SIA54-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES. CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER ASSOCIATE CONCRETEPAVEMENT ST[E3- SECDON �tv uon �u ROTE t ,6ws� wcrR+a ! �N rott•RPR� PARALLEL RAMP v v ISOMETRICVIPN •--f roL�OLA oP¢ 3# unu PARALLELRAAIP Au PLAN NEW � s.a� aPE sYa %Now I N CTRBI 6TN'CURRI ELLVATION CH'EWI wM� A�R��HDLD PARALIH.RAAR' 1xE04M0 oPA¢xN RwstvioN skLT10N A-R c Eca1F Nff PEDESTRIAN 71 I SITE-21 ASSOCIATE CURB RAMP 02 m 2 r�T-Isi taov1Yc wcs. ranrm - uwiTVpr aw -� x Tarp � ER.r Out mesPRnr � ..D wuL - rwok car c ff— WATER PROOF MANHOLE FRAME AND CASTING n0 _y i..e°` STANDARD PLATE NO. ��JJ 307 A4vry01 wEC SI CONCRETE SIDEWALK ASSOCIATE SECTION nRla FlciwH� °VivmignRiI r .a� ,wwlE ■ xmuursxxavrNv+mTw.vz - ,,,� z,R-srANVAnovw . s �tiNt�. 6vP6r w CorvcNEP I vf��slFB �°• II LONG II II _ TMAIIVEMLEIN640R _ _ _ - _ _ _ II OWNO4r98n?S.CDMOR 9JWL II F =� �i UNUBRRMuSUBCRA� r; I I t,1:I i�1uRDS ToeEPuml_RNRn TYPICAL ADA PARKING I Sfib36 SIGN ( BOLLARD COMBO PouR COI CRETE�, - �\\ CONCRETE RLaCKi f1-0'O NCNOeABOLUUTFD I_ � Sri -GEOIC TIL TABRIC��' •'•- J L - l 1 I Y I t SON E IS pvfH ON 2 e .� l STD. PL °+DD a Evo. - sD ROD- B USE —1 D 11R PPE AWN - SIO. PL 311. fOR —N. O) aEmmnE rkdxcPb . SfG A -A APOLUUlEO fAMCRETE BIDCS SHELL BE A HANOPUCED INTERLO:AN. WMCRETE BLOCR SY6TEY OR GBLE CONNE® CORCRELE RLOCN E� FOR PIPES 6TiUTEd OISN OP. EDWL TO Ke'. USE 2.,A' Omilit PABRic PER W/OOi S�EG 3T35. a M SHALL T OIE ERE: Oi THE AROGUUIm BLDCK MAT A.NO e>tIiNO UNDER ix' CUIrRT AP2ON 3P. P A GBLE DONOREic Sr'Su IS USm. MULTIPLE W.TS YUSf BE TIED iOGEr.IIt EDGE. SHAFLL E CItt SPP�tNro(1 � � PROiRUOUIG DSTONO O1E fMRNm ARTICULATED CO NCRETEBLOCK AT R.C.P. OUTLET STANDARD PLATE NO. 500 � Slrw SA'V£ 408 COLftsE APwuOTSPFc. ® TYPICAL BITUMINOUS 10103""r HEAVY DUTY PAVEMBJT SITE-30 SECTION FDIERGESRx 10 sEc;- WIEim PPE nTrACNNCN rOPo3TwOX IPrnawuntE sruNlEssma AT WASHtu.NMrsmP. E = CMIE aLnpEnl StcNPa sinu STnNUVe13 11+C.tl HANDICAP PARKING SIGN wiroscxP a I WHEELCHAIR SYMBOL xDrroe•,Y TYPICAL ADA WHffLCHMR 517E35 SYMBOL&PARKINGSIGN TYPICAL BI UM.N-US LIGHT SITE 30 ASS//C1ATB DUTY PAVEMENT SECTION I� 1- I 4ROUi RQTTOY TO SLOPE sums usm FOR �" .: TOWARD PIPE As sHDvm ET4H RS[ONOPEi dY ARROWS u E ;zECT �NE� J� 1N d-A •'-"NOLE ROVER SHALL r FRAME A CASON6 (SEE eE THE II wOH 2T� OB SCHEDULE). ECCNENIC OFJxW. ±� // H.RiIE t•I]ICkSEB FNV6ONc ", RRNS Yn/DOT PUSE K02S: 'I l� (1J ONE snmE coucurE AOIUETWC p➢r4 44Y d' IN�CK II YAKILIYY DIST E fAON PW SIVS 16' O.e FlRST SrP le 24'. MANNOL TO tS COxdD OE n APPP.OVEO y-OP5 PRELAR LOItCRELF SE..NsC710N5 Y Yx/oor saLDARD cLAss R RERsoRCEIrcNt, .lourts PUTT 4aOJ SfU,LL BE [ONSfFIA�O YRM A kPo� A CDNFRrFD O-:IRO cuNe/5. PRE(R Pi Gm IN PU« SEAL PPFS LOWER SELNON 11 I tPHH GRaM 1 Il 1. _ I r= - - POURm OR PREP . • �: : • • .. -: LONCRETE NANHOLE BASE nai YAHHOLE IXVERT SHALL EE ` SLOPm TO P.— SuOOTH FlD'w fROH h!4'f TO OUTLET. BASE it m�zD ❑ D@ SIB -TOP MANHOLE W" - OVER 20 11 03 (Hap CSI R) STANDAR400�� NO, IORu 1/2 Fl c SE000X - UFG6r OIAHEIE0. PIPE l I• I - 1 , T. APD PPEc 30 t0 SIOFE LEVLUN. SWLL 9E ITT ds SNOWN uETAL as caxcP�RE Rr Aeemvs SE5�7jlN A -AA -A o)LNG N'lLLH ssc) 3O11n-Nra ftuvcs m./Dvr OUNALD1 K1IN j�pUTE aO2B4 OL OR DR ATE APJ �c �� u�i.Y R_'1E = fI1M Lui 1' GRWT 0 - PCft A R. Irn/var <Dn�. -.Raul a�irou TO E To— E AS 410wx dY ARROxS. A A A ' r -PPE TOP V EW CASmNG NFENAH SO6] OR mUNALEM W11H DL OR DR 6:L.TE (Dart 511161E mNcR ONE N EHGSEO umxc wN.. uu d• e�lxes, ORgt WOI YA). .mlr AL/GiiE KOz ^/Oar AER ARR. ALL TO BE PREU.ST HdA CONOItETE 6NOUT wYOti AS X ... -.1 sxovsN .BovE B• SECTION A-1 NOTES: 1. r FRRr SHALL BE R' POupm IN PIECE OR - 2 ]I.TORONa 9U,LL BE S1N.L UID: SIFT wRE EaSRE _ HkNNO .W aRG OP NOT l65 iNxN a.12 50. ix. PM Nm OE xOtlR. 0' K 3' CATCH BASIN STANDARD PLATE NO. V L 410 1 - ri6 U,c PREC3T IOMR sEaTIOP A I °EAL A uW 56 HAIRNUY YMN ERGUi B" HIDH Yn(DOT PULE KxanL mwER S;rnvv � `1� a T `MANHOLE MtlLM SxaU. sE A4FOsox4 SONLE NNE STEEL MPF TAOL]C EtD?FO To PR.vIDE SYoOix x:,vlNc u1 Ar.A vF m LESS Txsn O I E4 rtt TER TOOL O< ND.M. FLDw :DRY INIRT TO OtrtLM. <sEE scrnon A-k) - STANDARD STORM MANHOLE - CATCH BASIN YINIMUN CLI/VE FLOW LINE - TO TOP OE PIPE = 2 FEET -.} S }F$e `O STANDAR406�TE N0. RIPRAP REQUIRED: S SrD.PUTE STRPA4 _ TaIKPMP. .TILL PYEsot OroRPIKs¢6ROTTOeIOPPRE�- R PcroRR. oRPiis�owR Tr u+o�vwYlels ARE NOT ft£W IRm oN RPx[xWNUEZRrwcr P_EREOULUUONa�-OR s uevERv eiaoP n+vl cvwus PuaouuNOERsxw evaDroB,mwToeslwwmrsmNnwvriniE uunLSrorFs 591W M+Y eF URFU TRosEUSEUTaRaMpx Gar a+ws SilLli' =w. _ yC 1 �ro I-�H• 1>_ T �l PROYIIL3QPST0 FMIE'N TRnR+cuARMrofiEs i WPG vM'IEEM9lFARUGtpn. INLET&OUTLET P.E_S WITH TRASHGUARD :j I i I i I I FAC ARROW �■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H..I.a lane, Suite 300 ZIP Grove, MN 55369 763.424.5505 vrvv..IDucMsinccom P Loucks Project No. 1S423 Project Lead TV✓M Drawn By Checked By TVIM R.A_ D.w 01-13.15 ct 1 .XISTING CONDITIONS _..- SITE Ci1...................... GR,'.OING PfAN- a-Z.... ... ......... ..... ... ....._ SWPP- C3-3 ....................................... SWPPPET%11LLL5- C3-4- SWPP DETARS ...... .--- CB-1 . DIi(AILS Sh -ET_ L7 _1 LANDSCAPE PLAN L1 ;2, _, LANDSC PE DET ILS