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Item 3.2 UpdatedITEM 3_2 TPC The Planning Company PLANNING REPORT TO: FROM: REPORT DATE: 60 -DAY DATE: RE: TPC FILE: BACKGROUND 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com Otsego Planning Commission D. Daniel Licht, AICP 10 February 2021 27 March 2021 Otsego — Villas at Kittredge Crossings; PUD Development Stage Plan 101.02 Steve Kroiss, LLC, representing Otsego Finest Homes, LLC, received City Council approval of a Comprehensive Plan amendment, PUD District amendment, PUD Development Stage Plan, and preliminary plat for Outlot H, Kittredge Crossings on 28 September 2020. The approved development consisted of 14 twin homes and one 3 -unit townhouse building located on the west portion of the subject site facing to Kittredge Parkway, as well as a concept plan for a second phase of development of 26 twin homes and one 3 -unit townhouse building on the east portion of the subject site (46 dwelling units total). The developer has revised their plans based on a wetland delineation reducing the protected area at the center of the subject site as being incidental caused by development grading activity. The revised development plans propose a Phase 1 of 26 twin home and detached single family dwelling units on the west portion of the subject site. A second phase of 56 additional twin home and detached single family villa dwellings (82 dwelling units total). The proposed dwelling units are consistent with the amendments of the Comprehensive Plan and Kittredge Crossings PUD District approved on 28 September 2020. The revised PUD Development Stage Plan, preliminary plat, and final plat require processing an amendment of the prior approvals. A public hearing to consider the proposed development of the subject site has been noticed for the Planning Commission meeting on 8 February 2021. Exhibits: ■ Site Location Map ■ Developer narrative dated January 25, 2021 ■ Engineer narrative dated January 26, 2021 ■ Minnesota Wetland Conservation Act Notice of Decision 10/22/2020 ■ Architectural color schemes (4 pages) ■ Architectural elevation and floor plans (8 pages) ■ Preliminary Plat (2 sheets) ■ Final Plat (2 Sheets) ■ Villas at Kittredge Crossings plan set dated 01/26/21 (25 sheets) ANALYSIS Land Use. The Planning Commission completed a Multiple Family Housing Study that was accepted by the City Council on 14 September 2020. The subject site was considered as part of the study as a follow up to the prior concept plan proposal for residential development. The final Multiple Family Housing Study recommended that the subject site be planned for Medium -to -High Density Residential uses based on the character of development that has occurred in Kittredge Crossings. Dwelling Type Approved Plan Revised Plan Single family villa 0 14 Twin home 40 68 Townhomes 6 0 TOTAL 46 82 The 2012 Comprehensive Plan guides the subject site for medium -to high density land uses following approval on 28 September 2020 of the amendment requested by the developer. The revised PUD Development Stage Plan and preliminary plat for the subject site as outlined in the table above is consistent with the policies of the Comprehensive Plan. Surrounding Uses. The table below summarizes surrounding land uses adjacent to the subject site. The proposed twin homes and detached single family villa dwellings shown on the PUD Development Stage Plan for Phase 1 and the concept plan for Phase 2 of the property will be compatible with Kittredge Park and similar in character to the existing housing developed within Kittredge Crossings. Direction Land Use Plan Zoning Map Existing Use North Park Office PUD District Kittredge Park Undeveloped East Office PUD District Undeveloped South Albertville -- Undeveloped West Park INS District City park 2 Building Plans. The developer has submitted building elevations and floor plans for the proposed townhouse dwelling units to be constructed in Phase 1 and Phase 2: ■ Exterior Materials. The exterior of the proposed buildings consists of a stone wainscotting and LP Smartside engineered siding with a horizonal lap and board -and - batten style. The proposed building materials comply with the requirements of Section 11-17-4.C.2 of the Zoning Ordinance. ■ Colors. The developer has provided four color packages for the proposed buildings. City staff recommends a condition of approval be that no one color package be used for more than 38 percent of the total number of buildings in Phase 1 and that the same color package not be used for abutting buildings. ■ Building Height. The proposed buildings are to be one and two story structures. Buildings within the R-6 District are allowed to be up to three stories or 35 feet in height. The proposed buildings comply with the height limits established by the Zoning Ordinance. ■ Floor Area. The floor area of the single family villas is 1,521 square feet including two bedrooms with opportunity for an additional bonus room. The proposed twin home dwelling units have a floor area of just more than 2,000 square feet, which includes three bedrooms, threes baths, an upstairs laundry, and front porch. The floor area of the proposed dwelling units exceed the minimum requirements of Section 11-17-6.D of the Zoning Ordinance. Garage Area. Single family villa and twin home uses are required to provide a minimum two car attached garage with an area of at least 400 square feet. Each dwelling unit has an attached two car garage that is oversized for a townhouse dwelling with an area of 552 square feet and depth of 23 to 25 feet. The proposed dimensions and area of the attached garage complies with the requirements of the Zoning Ordinance. Landscaping. There is a row of shade trees along Kittredge Parkway within the subject site that were planted at the time Kittredge Crossings was initially developed. There are also plantings that were placed surrounding the Kittredge Crossings monument sign at the intersection of Kittredge Parkway and 70th Street at the southwest corner of the subject site. All of the shade trees along Kittredge Parkway are proposed to be preserved based on the location of the proposed twin homes and 1 3 -unit townhouse building. The developer has submitted a landscape plan for the subject site that provides for installation of new trees along 71St Street, Kalland Avenue and in the buffer yard along 70th Street. The landscape plan also includes a typical planting plan for the foundation of each building. The types and sizes of proposes plantings comply with Section 11-19-3 of the Zoning Ordinance. An in -ground irrigation system is required for all lawn and landscaped areas by Section 5-2-3.C.1 of the City Code. 3 Lot Area. Townhouse uses within the R-6 District are required to provide a minimum of 5,000 square feet of lot area per dwelling unit. The gross area of the subject site is 11.67 acres or 508,345 square feet. The gross area of the subject site is reduced by the area of the wetland and wetland buffer of 5.9 acres that will be platted within Outlot A. The net area per dwelling unit for the revised plan is 6,199 square feet per dwelling unit. The overall lot area per dwelling unit of Phases 1 and 2 complies with the minimum lot area requirements for the R-6 District. Setbacks. The table below outlines the setbacks to be applicable to the PUD Development Stage Plan for Phases 1 and 2 based on the requirements of the Kittredge Crossings PUD District and R-6 District. The proposed setbacks present a building forward design oriented towards Kittredge Parkway, 71St Street, and Kalland Avenue. All of the proposed building sites for Phases 1 and Phase 2 comply with the applicable setback requirements. 70th Kittredge 71St Private Wetland Between Street Parkway/ Street Drive Bldgs. Kalland Ave. 65ft. 5ft. 25ft. 25ft 40ft. 14ft. Access. The primary access to Kittredge Crossings is via 70th Street west of CSAH 19. The Transportation Plan designates 70th Street as a minor arterial roadway, which has capacity to carry the traffic that will be generated by the proposed development of the subject site. Within Kittredge Crossings, the subject site abuts Kittredge Parkway, 71s' Street, and Kalland Avenue. Access to the dwelling units proposed upon the subject site is to be from 71St Street directly to the units along the north portion of the subject site or via private drives internal to the the subject site. Locating the driveways to the subject site on 711t Street will minimize traffic conflicts on Kittredge Parkway and Kalland Avenue, as well as disperse traffic to/from 70th Street. The west driveway is setback 145 feet from the Kittredge Parkway and 711t Street intersection, the east driveway is setback 135 feet from the intersection of Kalland Avenue and 711t Street, and both driveways are 570 feet apart. The proposed driveway locations comply with the spacing requirements of Section 11-21-6.B of the Zoning Ordinance. Private Drive. The internal private drive is designed to be 28 feet in width with concrete curb - and -gutter. The construction specifications for the private drive are to be subject to review and approval of the City Engineer. Guest Parking. The site plan provides for parking of 2 vehicles per dwelling unit upon the driveway apron based on a minimum 25 -foot setback between the garage face and back -of - curb of the private drive. As Kittredge Parkway, 71St Street, and Kalland Avenue are 46 -foot wide streets with two 12 -foot wide travel lanes, and 11 -foot wide shoulders on each side. City staff supports allowing on -street parking on the sides of Kittredge Parkway and Kalland Avenue abutting the subject site and both sides of 71St Street. On -street parking on these streets is to be designated no parking zones from 2:OOAM to 6:OOAM year-round. M Sidewalks/Trails. There is a sidewalk abutting the subject site on the east side of Kittredge Parkway. On 71St Street, there is sidewalk on the north side of the street across from the subject site. The developer will be required to construct a 5 foot concrete sidewalk along the west side of Kalland Avenue with Phase 2. The Parks Master Plan designates a future 10 -foot wide bituminous trail along the north side of 70th Street abutting the subject site that will extend to CSAH 19. In accordance with Section 10-8-5.D.3 of the Subdivision Ordinance, the developer must revise the submitted plans to provide for the construction of the trail along 70th Street within the subject site. As the City is proceeding with construction of a trail between Kalland Avenue and CSAH 19 in 2021, it is recommended the trail abutting the development be constructed with Phase 1. Grading Plan. The developer has submitted a grading, drainage, and erosion control plans along with calculations for stormwater drainage. All grading issues are subject to review and approval of the City Engineer. As a condition of final plat approval, the developer must pay a Stormwater Impact Fee for Otsego Creek based on the net area of the subject site. Utility Plan. The subject site is within the West Sewer District and sewer and water utilities are available to the property. The developer has submitted a utility plan for connection to sewer and water utilities. The developer must pay utility availability charges for the subject site at the time of final plat approval and utility connection charges at the time a building permit is issued for each dwelling unit in accordance with the City Code and fee schedule in effect at that time. All utility plans are subject to review and approval of the City Engineer. Easements. Section 10-8-12.A of the Subdivision Ordinance establishes requirements for drainage and utility easements to be dedicated to the City. A drainage and utility easement was established over all of Outlot H at the time of final plat approval that is to be vacated and replaced by easements dedicated with the current subdivision application. Lot 27, Block 1 is the base lot open space for the proposed for Phase 1 and is overlaid by drainage and utility easements. Outlot A will also be overlaid by a temporary drainage and utility easements until such time as Phase 2 is platted. All easements are subject to review and approval of the City Engineer. Homeowners Association. The developer will establish a Homeowners Association to provide for ownership and maintenance of Lot 27, Block 1, which is the common open space and private driveway for Phase 1. Documents establishing the Homeowners Association must be submitted and are to be subject to review and approval of City staff prior to recording the final plat. Outlot A. The preliminary and final plat illustrate the portion of the property outside of Phase 1 to be platted as Outlot A. Outlot A will be retained by the developer for a future phase of development. Development of Phase 2 will require approval of applications for a PUD Development Stage Plan, preliminary plat, and final plat. Park Dedication. Final platting of the subject site for development requires satisfaction of park dedication requirements established by Section 10-8-15 of the Subdivision Ordinance. Land for Kittredge Crossings Park was dedicated to the City with the initial Kittredge Crossings final plat satisfying 43.4 percent of the required land dedication. Park and trail dedication requirements for the subject site are to be satisfied by payment of a cash fee in lieu of land based on the number of dwelling units at 56.6 percent of the cash fee in effect at the time of final plat approval. RECOMMENDATION The revised plans for Villas at Kittredge Crossings are consistent with the character of development that has occurred within Kittredge Crossings and a more full -utilization of the available area within the subject site, which comply with the polices of the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. City staff recommends approval of the applications subject to conditions as outlined below. POSSIBLE ACTIONS A. Motion to recommend approval of a PUD Development Stage Plan, preliminary plat, and final plat for Outlot H, Kittredge Crossings, subject to the following conditions: 1. The site and buildings shall be developed in accordance with the plans on file with the City except as modified herein or approved by City staff. 2. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 3. Development of Outlot A shall require approval of a PUD Development Stage Plan, Preliminary Plat, and Final Plat. 4. No one color package shall be used for more than 38 percent of the total number of buildings and that the same color package not be used for abutting buildings within Phase 1. 5. The PUD Development Stage Plan for Phase 1 shall be subject to the following minimum setback requirements: 70th Kittredge 71St Private Wetland Between Street Parkway/ Street Drive Bldgs. Kalland Ave. 65ft. 5ft. 25ft. 25ft 40ft. 14ft. 6. The construction specifications for the private drive shall be subject to review and approval of the City Engineer. 7. The following No Parking Zones shall be posted on Kittredge Parkway, 711t Street, and Kalland Avenue in accordance with Section 7-2-2.A.1 of the City Code: No parking between the hours of 2:OOAM an 6:OOAM each day abutting excepted as noted in "c". b. The City Engineer shall establish a minimum setback from the intersections with 70th Street. C. No parking at any time on the west side of Kittredge Parkway and east side of Kalland Avenue. 8. The submitted plans shall be revised to provide for a trail along 70th Street within the subject site to be completed with development of Phase 1. 9. The submitted plans shall be revised to provide for a trail along 70th Street abutting the subject site. 10. All grading, drainage, erosion control, and wetland issues shall be subject to review and approval of the City Engineer. 11. All utility plans shall be subject to review and approval of the City Engineer. 12. All easements shall be subject to review and approval of the City Engineer. 13. The developer shall submit documents establishing a Homeowners Association, which are to be subject to review and approval by City staff. 14. Park and trail dedication requirements for the subject site shall be satisfied by payment of a cash fee in lieu of land based on the number of dwelling units at 56.6 percent of the cash fee in effect at the time of final plat approval. 7 B. Motion to recommend the application be denied based on a finding that the request is inconsistent with the Comprehensive Plan and intent of the Zoning Ordinance. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Audra Etzel, City Clerk Ron Wagner, City Engineer David Kendall, City Attorney Site Location Map Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate State Hwy — US Hwy City/Township Limits ❑ C ❑ t aParcels To: City of Otsego 13400 90th St. NE Otsego, M N 55330 Re: Application for subdivision Villas at Kittredge Crossing My name is Steve Kroiss and I am proud to be representing the ownership group, Otsego Finest Homes LLC, as well as the builder of the proposed townhomes "The Villas of Kittredge Crossing'. I have been a builder and residential developer in the Twin Cities area for 30 years with my company, Kroiss Design + Build, but this will be my first development in the City of Otsego. I am looking forward to the opportunity of not only working in the City of Otsego but with the staff of the City as well. I believe our new project, which brings 3 unique products, will enhance the diversity of homes being offered within the City while adding an affordable and attractive place to live. We have been diligently working with City staff for the last several months on the development so that it will fit not only the site but also create a stronger community through its design. We will create this community by utilizing front facing homes onto Kittredge Parkway and 711t street with the option to front the future homes along Kalland Ave. as well. In addition, we will be adding to the existing network of city sidewalks by constructing new sidewalks along 71St street, Kalland Ave, and the trail along 70th Ave. Another new feature we have added is a large pond in the middle of the project. The pond will offer the units within the interior of the development a visual feature and a sense of space while also helping control and treat the project's storm water runoff. This new layout will give the project a community feel and encourage even more neighbor interaction. The proposed homes will consist of the following unit types: (1) two-story slab on grade home featuring just over 2000 square feet, (2) a one level 1400 square foot two bedroom home, and (3) a similar one level home but with a bonus room upstairs offering 1900 sq. ft. Thirty-four of the buildings will be duplex units with windows on three sides of the home and 14 individual "zero lot line" homes. One of the unique design options is that each of our aforementioned products can fit on each lot. In other words, once we begin selling the units, we would have flexibility to adapt and offer the more popular selling layouts on more lots, although the first seventeen units previously approved along Kittredge parkway will remain the two-story model. We would like to construct the project in phases. Phase 1 of the project will consist of the seventeen 2 -story units previously approved along Kittredge pkwy and an additional 2 duplex and 5 individual homes on east side of Kittredge lane. This first phase will allow us to construct all 3 of our models as duplexes and individual units at different price ranges. Otsego finest homes intends to mass grade the entire site but construct the roads and utilities in phases. The exteriors of the homes will feature stacked stone with a timeless lap siding, shakes and board and baton elevation. The development will have a Homeowner's Association which maintains landscaping and snowplowing. The project streets will be private but will still provide plenty of on -street parking. The new layout of the entire project shows a loop street allowing for better access by garbage trucks, buses and emergency vehicles. The Villas of Kittredge Crossing HOA will also maintain the existing development monument on the corner of 70th and Kittredge Parkway. Thank you for your consideration. Sincerely, Steve Kroiss Kroiss Design +Build Otsego Finest Homes LLC January 26, 2021 City of Otsego Dan Licht 13400 90th St. N E Otsego, MN 55330 Re: The Villas at Kittredge Crossings City Submittal Dear Mr. Licht; :. LOUCKS On behalf of my client we are pleased to submit the application for City review for the Villas at Kittredge Crossings. The project consists of preliminary and final approval of 26 townhome units on the west side of the site. We are also seeking preliminary site plan approval for the entire site consisting of 82 units. The remaining lots will be platted as separate phases. We are requesting Comprehensive Plan and Zoning amendment; Planned Unit Development amendment and Preliminary and Final Plat for the project. The future Land Use Map shows this area as Medium to High density residential and this use is consistent with the future land use. The existing zoning is Planned Unit Development District, we are applying for a PUD amendment for the parcel. Site Plan The project consists of Phase 1, the 26 units on the west side of the site. The remaining 56 units will be platted as separate phases. The units along Kittredge Parkway will front the street. The city code requires parking for 0.5 stalls per unit and allows on -street parking to meet these requirements. We are required to have 41 parking stalls and we are providing 51 parking stalls throughout the site. There is an incidental wetland in the middle of the site that will be filled as a part of this project. We received the incidental determination from the LGU. The existing monument sign and evergreen trees in the southwest corner of the site will remain. Landscape Plan The City requirement of two trees per unit has been met. We moved the units along Kittredge Parkway to the east to save existing trees. Emphasis has been placed on the landscaping of the front yards. Each unit has a similar plant layout to help unify the row of units. Lawn areas will be sodded, while areas west and south of the rear garage access drive will be seeded with native seed mixes. A sodded mow strip is located along the drive to provide a neat edge. Species have been selected for aesthetic as well as durability. Utilities There are existing water and sanitary sewer pipes stubbed into the property on the west side. We are proposing to connect to one of these stubs for water and then connect to the main in 70th St. to create a looped system. The sanitary sewer pipe will connect to one of the stubs provided and run through the site. There are existing fiber optic and electric lines around the site perimeter. PLANNING I CIVIL ENGINEERING I LAND SURVEYING I LANDSCAPE ARCHITECTURE I ENVIRONMENTAL www.loucksinc.com 1 7200 Hemlock Lane, Suite 300, Maple Grove, MN 55369 1 763.424.5505 Stormwater The soils on the site are mostly clay, therefore infiltration is not a viable stormwater treatment option. We are utilizing a NURP pond to provide treatment for the stormwater. The pond is located in the middle of the site. We are discharging water from the pond to the storm sewer stub provided on the west side of the site. This storm sewer stub discharges the water to the west under Kittredge Parkway. For more detailed stormwater treatment information, see the Hydrology report provided. We appreciate you and all the staff that have been very responsive and helpful in preparing this information for City review. We are looking forward to seeing you at the Planning Commission meeting on February 16th and the City Council meeting on February 22na Sincerely, Loucks g. eV Vicki VanD I, PE Associate Civil Engineer Cc: Steve Kroiss —Otsego Finest Homes, LLC MBOARD OF WATER AND SOIL RESOURCES Minnesota Wetland Conservation Act Notice of Decision Local Government Unit: City of Otsego County: Wright Applicant Name: Steve Kroiss Applicant Representative: Kyle Uhler Project Name: 71st St NE LGU Project No. (if any): OT82620 Date Complete Application Received by LGU: 8/26/2020 Date of LGU Decision: 10/22/2020 Date this Notice was Sent: 10/22/2020 ANCA Decision Type - check all that apply ® Wetland Boundary/Type ❑ Sequencing ❑ Replacement Plan ❑ Bank Plan (not credit purchase) ® No -Loss (8420.0415) ❑ Exemption (8420.0420) Part: ❑A❑B ❑C❑D❑E El El ❑H Subpart: ❑2❑3❑4❑5 ❑6❑7 ❑8❑9 Replacement Plan Impacts (replacement plan decisions only) Total WCA Wetland Impact Area: Wetland Replacement Type: ❑ Project Specific Credits: ❑ Bank Credits: Bank Account Number(s): Technical Evaluation Panel Findings and Recommendations (attach if any) © Approve ❑ Approve w/Conditions ❑ Deny ❑ No TEP Recommendation LGU Decision ❑ Approved with Conditions (specify below)' ❑X Approved' ❑ Denied List Conditions: Decision -Maker for this Application: ❑X Staff ❑ Governing Board/Council ❑ Other: Decision is valid for: ❑X 5 years (default) ❑ Other (specify): ' Wetland Replacement Plan approval is not valid until BWSR confirms the withdrawal of any required wetland bank credits. For project - specific replacement o financial assurance per MN Rule 8420.0522, Subp. 9 and evidence that all required forms have been recorded on the title of the property on which the replacement wetland is located must be provided to the LGU for the approval to be valid. LGU Findings —Attach document(s) and/or insert narrative providing the basis for the LGU decision'. © Attachment(s) (specify): Revised Boundary Map, Incidental Status Memo X Summary: Andrew Grean (SWCD), Cade Steffenson (BWSR), Kaci Fisher (LGU), Kyle Uhler (Kjolhaug), and Steve Kroiss met on site on Sept. 11th. The TEP requested that Wetland 2 be fully divided by the berm and the northeast and east boundary of Wetland 2 be adjusted. The revised boundary map is attached. Additionally, a memo requesting incidental status for all wetlands on site was submitted on Sept. 30th. Evidence points to the fact that a small wetland was previously impacted and mitigated for, and the current wetlands are a result of grading. The TEP corresponded via email and agreed with the incidental status. The LGU approves the revised wetland boundaries and the incidental status for all wetlands. 1 Findings must consider any TEP recommendations. BWSR NOD Form — November 12, 2019 1 Attached Project Documents ® Site Location Map ❑ Project Plan(s)/Descriptions/Reports (specify): Appeals of LGU Decisions If you wish to appeal this decision, you must provide a written request within 30 calendar days of the date you received the notice. All appeals must be submitted to the Board of Water and Soil Resources Executive Director along with a check payable to BWSR for $500 unless the LGU has adopted a local appeal process as identified below. The check must be sent by mail and the written request to appeal can be submitted by mail or e-mail. The appeal should include a copy of this notice, name and contact information of appellant(s) and their representatives (if applicable), a statement clarifying the intent to appeal and supporting information as to why the decision is in error. Send to: Appeals & Regulatory Compliance Coordinator Minnesota Board of Water & Soils Resources 520 Lafayette Road North St. Paul, MN 55155 travis.germundson@state.mn.us Does the LGU have a local appeal process applicable to this decision? ❑ Yes' © No 'if yes, all appeals must first be considered via the local appeals process. Local Appeals Submittal Requirements (LGU must describe how to appeal, submittal requirements, fees, etc. as applicable) Notice Distribution (include name) Ranuirarl nn nll nntirac- © SWCD TEP Member: Andrew Grean © BWSR TEP Member: Cade Steffenson ® LGU TEP Member (if different than LGU contact): Kaci Fisher ❑ DNR Representative: James Bedell ❑ Watershed District or Watershed Mgmt. Org.: ❑x Applicant: M Agent/Consultant: )ptional or As Applicable: ❑x Corps of Engineers: Eric White ❑ BWSR Wetland Mitigation Coordinator (required for bank plan applications only): ❑ Members of the Public (notice only): ❑ Other: Signature: � �j� _ Date: � /o ZZ Zo 7 - This This notice and acco76PaKyIng apOcation materials may be sent electronically or by mail: The LGU may opt to send a summary of the ap ation to members of the public upon request per 8420.0255, Subp. 3. BWSR NOD Form — November 12, 2019 2 I— C M C N 0 Q) CL m C: O d co LL L C C 7 0_ Q C .N 0 O N C 3 `', U I— C M C N 0 Q) CL m C: O N co LL C 7 0 U I— C M C N 0 Q) CL m C: O r LJ on in 0 m Q Q) C a) 3 E .L i v N a t LU W QJ O rz _N W C L N 0 Y E -- i o ca N N 4\t C 1 O N r v S� U N� 9 o HH«e \ � o w0 2\n mine Ne68e s9o�w | -x � | _ . o _ ggOq \El W gOgq \ ]EIDE } LLI qO�q ©| � gLILID UOgq /§ / gggq »t■ gggq gggq } . 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Li -Z mll tat v O"r &'MON - — — — — — — — — — — VILLAS AT KITTREDGE CROSSINGS SHEET INDEX CO -1 Cover Sheet Cl -1 Existing Conditions C1-2 Demolition Plan C2-1 Site Plan C3-1 Grading Plan C3-2 Stormwater Pollution Prevention Plan (SWPPP) C3-3 Stormwater Pollution Prevention Plan Notes C4-1 Overall Utility Plan C4-2 Sanitary Sewer & Watermain Plan & Profiles C4-3 Sanitary Sewer & Watermain Plan & Profiles C4-4 Sanitary Sewer & Watermain Plan & Profiles C4-5 Sanitary Sewer & Watermain Plan & Profiles C4-6 Sanitary Sewer Plan & Profile C4-7 Watermain Plan & Profile C5-1 Street & Storm Sewer Plan & Profiles C5-2 Street & Storm Sewer Plan & Profiles C5-3 Street & Storm Sewer Plan & Profiles C5-4 Storm Sewer Plan & Profiles C5-5 Storm Sewer Plan & Profiles C5-6 Storm Sewer Plan & Profiles C8-1 Civil Details C8-2 Civil Details C8-3 Civil Details L1-1 Landscape Plan 1-2-1 Landscape Details OTSEGO, MINNESOTA PLANS FOR: SITE, GRADING, SANITARY SEWER, WATER MAIN, STORM SEWER AND STREET CONSTRUCTION VICINITY MAP \ • w 16. 71th St NE /ter z 17. Lachman AVE NE 16. Kahl CIR NE PROPOSED SITE za: Ktedge RKWY NE _ '— LOCATION 'NNE --------- —- — ---7] >` 74 20 ]3n1 St 1 r Y ]IIN NE _ M St NE 12C 2W*1 • f 701h lNE n'�� 3 35 WZ ALBERTVILLE st 4 2 E ' � v t Hunter • ...... ti �'q 1 Lak � V School 27 CIR NE Lakewo Or NE 2 andchesterr WA 30. AaNE CS,yN 22. La WtA dPL NE 3' S1 Cir E r 23. la Ate NE I® B�'d yeAle Be Ase EE�J�� 7 I Kahl r l yrs DEVELOPER ■_ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 HemlockLane, Suite 30D Maple Grove, MN 55369 763.424.5505 www.loucksinc.com OTSEGO FINEST HOMES, LLC STEVE KROISS 5605 ZUMBRA DRIVE TEL: 612-802-2600 EXCELSIOR, MN 55331 EMAIL: STEVE.KROISS@lCLOUD.COM •e rhr �u u" Feu sro a m�eo�;ly F' e.e U rdes.M1nRti mr G. eat «teb,o �s J. nyU 'almplcrn APPROVED ; vkon u I m,ar tp J I d x n -- 01/26/21 CITY SUBMITTAL RONALD J. WAGNER, P.E. OTSEGO CITY ENGINEER 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. thl 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. UA I L: CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Thereby cemly that th�z plan, zpecificaton az remby r y d� od chat and m ander u raserdundeProm l a a duly f s i naLE M1e laws of the s— of Minneswota , C1-2 -`7�' Van Dell -PE C2-1 Lice �&i" Dat 413 52 /20 10/08/20 GRADING PLAN C3-2 -C3-3 Loucks Project No. 18415 Project Lead VJv Drawn By ZHW Checked By VJv Review Date 01/26/21 CO -1 COVER SHEET C7-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 -C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN CS -1 - CB -3 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS O 3 u F a ❑ 0 I SNH �1 RIN_95a IINV_9 II L=21.99 e1�90D031' =s_ R=14.00 " ERIM95aBT ff .1 Ixwe6s6 I I " i I Its I \ I \\l m f d 7m � I BB®L BSBL BSBL BSBL BSBL BSBL „M7 �...— - L=21.99 — — — — — — — — — — — — — — — — — 5B9T/5 W'W405.01 A - 90W ce R R-10.00 N I R RIM -960.45 117 Be4.15 ___ ___ IM_959.14 ZM6 1 Ixw9s4.Efi5 Nw L-2199 siwx I ssaet----' --- I--- - --- I----- I---- I---- I---- I----- I---- I-- - I--- I---- I----- I- I----- I---- I-- I --- I----- I--- I--- I---- I---- h--- I---- I--- I---- I-- -�--� - I---- I---- h-- I----- I---- I--- I--- i---- I---- I----- I-- \I-----�9ovoao.l \ \ Nw 5Z[ . m X1400 .91w t.e �_u- atBsea_ Pou.O4°.°', �a-- �sez_ s°•T\ .c.� \s°*� I.N,V"ozF":T \sOs� 1c�A \ .�d,�_\ _.�luv:e°s6Bd�`1: `\t 1w I I I 1 A I SNN \ i RIM=961.16 INwenu - IINw94T.42 INw9a>. 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COVER SHEET EXISTING CONDITIONS DEMOLITION PIAN SITE PLAN GRADING PLAN SWPPP & NOTES OVERALL UTILITY PLAN SANITARY SEWER & WATERMAIN PLAN STREET & STORM SEWER PLAN CIVIL DETAILS LANDSCAPEPLAN LANDSCAPE DETAILS CO -1 C1-1 C7-2 C2-1 C3-1 C3-2 - 0-3 C4-1 C4-2 - C4-7 CS -1 - C5-6 OINL BFFOW YOU [NO C8-1 - C8-3 Gopher State One Call L7-1 1 TYBN CITY AREA: 651-454-0802 TOLL FREE 1-800-252-1166 — 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 651454-0002 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. 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REMOVE EXISTING WATERMAN _��\� u'tlo' H s' REMOVsEEXISTING .� m \ \ \ •5\ xf6l/ r' x961} / �• DrOina & Utility asement I 7STOR,,51SEWER x'^ 1\�` a1 Of ot 14VA ^''� /( �\1 111 � �1 I• \ \\\ \\\\\ \ �\ \ � \ � I I � I ,YAS \ , I I I •) \ � ' Ili 6 I 96 REMOVE EXISTING III I ----1z'As SANITARYSEWER J II I 1 / I 3'MA • f011 1 l I I I'• 960° BG J lm4'81 % x 1 -� x9� _- _962- -• \ 1/ �- _ _�.pr, - - - ^ - - - iy q6,1 I I�y J 'M� 4x 9•SR 6'lR`'�B' >49•.� \ \• r•.Ty �..��.. r.W9•_.. �...�� ..__ �_---•_-99I-/��N-9 ?J( A %Q OVA � �� 4J=�-InYI' M� �\ ��•- �r� c\ \ � '^ .- ..-_ � ._ - - -` �.•r.. ¢�. � �.. del PI 4.-3-.�_ `• _' �.. .�_- __ �_ � _ x�iC�� Rqi� - r' \ .,• a v — — — .— —. — 8 . ^B=�iWL^ T p To co ea o F°oA � ro _ _ 1 '-SW caner of the SE1/4 f Sec 26, T. 121, R. Z4 GA9� - - a'S •__ 9fi11G� =. - .-Gl5 _.• -G/5 GIS r. LA9 °l5 = 962.36 .6..9 G- �•��_ -�- '-^- --1-_-_-^1956----- --..--- __ __ - -- - - - - -- - �ws%,� 27'f?- I_'-.. 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CONCRETE 0 LIGHT POLE ® NO PARKING 0 POWER POLE / f I i �� FASTING BUILDING M TELEPHONE PEDESTAL �_91%- CONTOUR SIGN .M.5 SPOT ELEVATION OPARKING STALL COUNT TREE UNE ( DISABLED PARKING STALL CONIFEROUS TREE PI PINE SCHEDULE B n REM C. DECIDUOUS TREE AS ASH MA MAPLE TR TREE(GEN) SITE DEMOLITION SPECIFICATIONS 1. CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO GRADING PLAN AND SWPPP FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4. CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEETHE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). S. CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. 6. BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE. 7. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTERAND OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com ..lti�rere. ,h60 er: CU plea snell.m x,ead o, mno.pm N. m mu wel.a.. w .,mnplml,., -e br.1- ,M- .m p..ew<..l r .1 1.j- c..x,m�r. apn Mkmor w,on mel n. wp�e or 6ry eAa,.„ti� oln utian euro rekanr -11w, .1 p AI mtmti,.al or .e9nt..beb1 iu a,bitu,w m eo . om to Dae GL•o fiW..n.9 Fu made at6rofull,6k of IM1ntporh iiexn9:,i.A revumna.diMlans a.l.,w.e..a m.. nro fiell nHa na„�nn...d maeemit,as 01/26/21 CITY SUBMITTAL TO AN EXISTING EXPANSION OR CONTRACTION JOINT. ' EXISTING CONDITIONS SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL. I he.aby-'r tdarthM plan.:P«;n rerva: DEMOLITION PLAN prepared by ma w under my directs d shat B. ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF 1 am a d9ty U,--IP,ole�� „ay der the THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND larva of the 5mte of Minne»Y• ` C3 -2-C3-3 SHALL BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL APPLICABLE REGULATIONS.. an DeR-PE C4-1 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE Lice �&i41352 Dat 10/06/20 REMOVAL AND REPLACEMENT OF ALL SIGNS, MAILBOXES, ETC. CS -1 - C5-6 STREET & STORM Loucks Project No. 18415 10. ANY DAMAGE TO ITEMS NOT NOTED TO BE REMOVED Project Lead iv SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND Drawn H ZW SHALL BE REPAIRED OR REPLACED TO ORIGINAL d Checked WV CONDITION WITH NO ADDITIONAL COMPENSATION. Review Date 01/26/21 11. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO REMOVAL, RELOCATION OR PROTECTING EXISTING UTILITY LINES, POLE, ETC. CO -1 COVER SHEET WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMIPANIES 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 COST TO THE OWNER. C11-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN CS -1 - C5-6 STREET & STORM SEWER PLAN CALL BEFOREYDU pCl CB -1 - C8-3 CIVIL DETAILS Gopher State One Call L1-1 LANDSCAPEPLAN 1-2-1 LANDSCAPE DETAILS TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMIPANIES 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 COST TO THE OWNER. 71 st Street I I o (� (� h32.0-1 t-4.0 25.0 I I I I - 16.0 9.0 BX6MA I :I 1 1 I l I I �I N $ ea GF 9fi4.0 [�,� GF 964.0 GF 764.0 GF 964-0 GF 965.0 GF 9fii0 GF 966.0 GF 966.0 GF 966.5 GF 966.5 GF 96].2 GF 96i.2 GF 9t r.1 26 289 30 31 32 33 34 35 36 37 38 39 1SSSSSS S S 964.0 LO 964.0 LO 964.0 LO 964.0 l0 965.0 LO 965.0 11.%6.1U. 966.0 LO 966.5 LO 966.5 LO 967.2 LO 96].2 LO 967.7 N W N fDl n� LJJ I L n 70th Street SITE DATA P N tf3 a a o PROPERTY AREA: - -25.7 210 11.60 AC EXISTING IMPERVIOUS AREA: 0 AC (09/6) I L0965.2 10965.2 n LL 16.0 I As S P n u ° t� S S O 21 20 V I N _ 16.0 u � n 70th Street SITE DATA P N tf3 a a o PROPERTY AREA: - -25.7 N O LL 11.60 AC EXISTING IMPERVIOUS AREA: 0 AC (09/6) I L0965.2 10965.2 n LL 16.0 I As S P n u ° t� S S O 21 20 -� 25.7 GF 965.2 GF 965.2 O W S "2'MA L!1 0 C -{ sV"'Fe��B47 53 � e N (.TT LL BSEL SBL 9'9P 10'SP 2•R -BI X PARKING SUMMARY REQUIRED PARKING CALCULATIONS: 0.5 STALLS/UNIT = 0.5(82) = 41 REQUIRED PARKING: 41 STALLS PARKING PROVIDED: 51 STALLS r ------------ I I \ NURP POND I NWL=959.00 2 -YR HWL=960.03 \ 10 -YR HWL=960.61 100 -YR HWL=961.75 I BTM=953.00 I I ------------� 0 To - _ I ,Ili ----------- ____________ LO 9647 70th Street SITE DATA +o CURRENT ZONING: PLANNED UNIT DEVELOPMENT DISTRICT PROPERTY AREA: 11.67* AC DISTURBED AREA: 11.60 AC EXISTING IMPERVIOUS AREA: 0 AC (09/6) PROPOSED IMPERVIOUS AREA: 5.51 AC (47.2%) PARKING SUMMARY REQUIRED PARKING CALCULATIONS: 0.5 STALLS/UNIT = 0.5(82) = 41 REQUIRED PARKING: 41 STALLS PARKING PROVIDED: 51 STALLS r ------------ I I \ NURP POND I NWL=959.00 2 -YR HWL=960.03 \ 10 -YR HWL=960.61 100 -YR HWL=961.75 I BTM=953.00 I I ------------� 0 To yyI _ L5.0 -7.9 - LO 9647 BSBL a 00 V U +o LO 966.3 LO 966.3 1-0 967.5 P 00" m u O F ^ C3 o O o llll S o S P n u ° + �.Y N -F 16.0 V) ,tee O -Pq25.0 NM L0965.0 L0965.0 LO 964.5 LO 964.5 L0964.7 LO 9647 SHALL BE RESPONSIBLE FOR ALL PERMITS AND L09653 U0965.5 LO 966.3 LO 966.3 1-0 967.5 L0967.5 F o S S S S S S THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT S S S S S S MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL v+ 55 54 53 52 51 50 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS 49 48 47 46 45 44 IN, OR NEAR THE CONSTRUCTION SITE. STREET & STORM GF 965.0 GF 965.0 OF 964.5 GF 964.5 GF 964.7 GF 964.7 PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED GF 965.5 GF 965.5 GF 966.3 GF 966.3 GF 967.5 GF 967.5 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON LOADING. BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, THE DETAIL SHEET(S) OF THE PROJECT PLANS. FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF r 12.THE CONTRACTOR MUST HAVE A CITY LICENSE. TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE RESPONSIBILITY OF THE CONTRACTOR. 13.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM WATERMAIN WORKING WITHIN CITY ROW. TO THE APPROPRIATE MINNESOTA DEPARTMENT OF 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS -/-/- TRANSPORTATION STANDARDS. SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE -I-I- -6L6- 25.7 -Fs£ -FO-- UNDERGROUND FIBER OPTIC 28.0-� 6As UNDERGROUND GAS AAs -T6L- UNDERGROUND TELEPHONE -oe- OVERHEAD UTILITY m -x-z- FENCE 16.J4 -o-o- t 4�-e- CONCRETE CURB RETAINING WALL '0 CONCRETE''0't' ® 2+00 /////J BUILDING 3+00cm CONTOUR 4+OD SPOT ELEVATION x972.5 D Si43.86 .00 DIRECTION OF FLOW1�_0% -� - - I+- PARKING SETBACK LINE - BUILDINGSETBACKLINE asa6 ■ Wo u ° o NN o u o ON g GF 965.2 GF 965.2 GF 965.0 GF 965.0 GF 964.5 GF 964.5 GF 969.7 GF 964.7 GF 965.5 GF 965.5 GF 966.3 GF 966.3 GF 947.0 U�7 58 5960 61624566SSS SS S S S SSS0ON L0965.0L0965.LU 964.5 L0964.5L0964.7 L09WJ L0L0966.3 L096fi.3 L0967.0 u O eifaMiN GENERAL NOTES 0U9 EXISTING CONDITIONS 1. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER 5. IN ACCORDANCE WITH GENERALLY ACCEPTED SHALL BE RESPONSIBLE FOR ALL PERMITS AND "GOPHER STATE ONE CALL" PRIOR TO COMMENCING ANY CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE NOTIFICATIONS AS REQUIRED. GRADING, EXCAVATION OR UNDERGROUND WORK. SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS Q F ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND 10.ALL STREET REPAIRS AND PATCHING SHALLBE PERFORMED 2. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND FEATURES PRIOR TO COMMENCEMENT OF CONSTRUCTION BE LIMITED TO NORMAL WORKING HOURS. SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE ACTIVITY. THE CONTRACTOR SHALL NOTIFY THE ENGINEER POST INDICATOR VALVE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 6. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO DEVICES (MUTCD) AND THE CITY. THIS SHALL INCLUDE 0 CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES AT ALL TIMES. PROPERTIES DURING THE CONSTRUCTION PHASE OF THIS IN, OR NEAR THE CONSTRUCTION SITE. STREET & STORM PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE TELEPHONE PEDESTAL I I.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND FOR ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING 7. BEFORE BEGINNING CONSTRUCTION THE CONTRACTOR PRIVATE TO THE PROPOSED GRADES WHERE DISTURBED DURING THE CONSTRUCTION PHASE OF THIS PROJECT. SHALL INSTALL EROSION AND SEDIMENTATION CONTROL AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY TWN CITY AREA: 651-454-0002 MEASURES IN ACCORDANCE WITH NPDES PERMIT OWNERS. STRUCTURES BEING RESET TO PAVED AREAS 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING REQUIREMENTS, BEST MANAGEMENT PRACTICES, STATE MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS AND LOCAL REQUIREMENTS AND THE DETAILS SHOWN ON LOADING. BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, THE DETAIL SHEET(S) OF THE PROJECT PLANS. FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF DRAINTILE 12.THE CONTRACTOR MUST HAVE A CITY LICENSE. TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE 8. ALL CONSTRUCTION PERMITS, APPLICATIONS AND FEES ARE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO THE RESPONSIBILITY OF THE CONTRACTOR. 13.A CITY RIGHT-OF-WAY PERMIT IS REQUIRED PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM WATERMAIN WORKING WITHIN CITY ROW. TO THE APPROPRIATE MINNESOTA DEPARTMENT OF 9. ALL ENTRANCES AND CONNECTIONS TO CITY STREETS -/-/- TRANSPORTATION STANDARDS. SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF THE -I-I- -6L6- STATE AND LOCAL JURISDICTIONS. THE CONTRACTOR -Fs£ I I I I I I LEGEND I hereby ceraiy that this plan, specation prepared by me or ander my dimers e „ ad m, am a d.1y D `H a Pmfesslea E wer 6e EXISTING CONDITIONS EXISTING laws of the State of Minnesota PROPOSED Go CATCH BASIN A ALTA/NSPS LAND TITLE ® STORM MANHOLE Q F FLARED END SECTION DATED AUGUST, 2020. Q SANITARY MANHOLE EXISTING CONDITIONS Q HYDRANT DEMOLITION PLAN N GATE VALVE N ® POST INDICATOR VALVE e"ry ® WATER MANHOLE/WELL • 0 LIGHT POLE 1K m POWER POLE •' m ELECTRIC METER WATERMAIN PLAN ® GAS METER STREET & STORM m TELEPHONE PEDESTAL PLAN r.,l 8MM Yo, ddSEWER SIGN v -fiSyE., BENCHMARK ANDSCAPE PLAN TWN CITY AREA: 651-454-0002 SOIL BORING LANDSCAPE DETAILS 7Oq. PARKING STALL COUNT O2 `� ACCESSIBLE PARKING STALL -»- STORM SEWER -o>-uT- DRAINTILE -»-:�:- ->- SANITARYSEWER -Fx- FORCEMAIN �y- - I - WATERMAIN - I - -s- SANITARY SEWER SERVICE -/-/- -w- WATER SERVICE -I-I- -6L6- UNDERGROUND ELECTRIC -Fs£ -FO-- UNDERGROUND FIBER OPTIC �D 6As UNDERGROUND GAS AAs -T6L- UNDERGROUND TELEPHONE -oe- OVERHEAD UTILITY m -x-z- FENCE -%�t- -o-o- CHAIN LINK FENCE 4�-e- CONCRETE CURB RETAINING WALL '0 CONCRETE''0't' ® NO PARKING /////J BUILDING CONTOUR SPOT ELEVATION x972.5 't-�- DIRECTION OF FLOW1�_0% TREE LINE PARKING SETBACK LINE - BUILDINGSETBACKLINE asa6 0 50 100 SCALE IN FEET mmLOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com D axs dd M the Caro�Anm M Ak mieo „e a:e CnmuNivt P,o4ulawl swarm brw wkly �`�w,a ;w h"c pmje�t Tnem GVDD eIes JUll.e�be,xA marha raaa�em.am=wa.".,,�k,<emtim�i�, n iM1h em n µ oinnnai of"rsn «�� Cp wal y tM i�,ntMtte en mP es CaOD tlrawq rues io °,b,malk„ a,.e,Niekmmn md,. nn 4Ue„Umal „��m.. ,r Ums CapD 1. -11 n. m>de�V,e full lok o(tlnlyvhrnieW'ng a,nA,rviu s aims aeJm nan hva6w I ,��:m Com u�6�m :Ila+c m. ni:v Ji ms and linbiln.s. 01/26/21 CITY SUBMITTAL NOTE. ct I hereby ceraiy that this plan, specation prepared by me or ander my dimers e „ ad m, am a d.1y D `H a Pmfesslea E wer 6e EXISTING CONDITIONS laws of the State of Minnesota INFORMATION SHOWN IS FROM ` A ALTA/NSPS LAND TITLE LiceDeO-PE 41352 Dat 10/06/20 SURVEY PREPARED BY LOUCKS, CO -1 DATED AUGUST, 2020. e e 111 Luck P N 18415 os rqe Project Lead o. VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CO -1 COVER SHEET Ci -1 EXISTING CONDITIONS C7-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 - C3-3 SWEEP & NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN C5-1 - CS -6 STREET & STORM PLAN r.,l 8MM Yo, ddSEWER CB -1 CIVIL DETAILS Gopher State One Call L7-1 ANDSCAPE PLAN TWN CITY AREA: 651-454-0002 1-2-1 LANDSCAPE DETAILS -1 TOLL FREE 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPAN1ES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES.SITE PLAN THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, NIANHOLES, 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. 6 STAIR 6 STAIR 6 STAIRS 6 STAIRS 6 STAIRS A 6 STAIRS 6 STAIRS A 16 STAIRS I \ 1 6 STAIRS 1 \ 6 STAIR \ 6 STAI Gt, _: 1 6! 17 7{- SWALE TO DRAIN AWAY h--•- I' --h-'- I_---. L_-'- F---- I--------- I---- h---• I--•- I -.Y-"" I-"-' I__s0 _ I--'-- I -.'_ I_--' I --- NI_____ I----- I__.__ I-"- I_---• I'--- • 70th Street MAINTAIN POSITIVE GRADING, DRAINAGE & EROSION CONTROL NOTES DRAINAGETOWARDS 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, 8. SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. CJQ ! 9. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID Q PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION 10. A STREET SWEEPER MUST BE AVAILABLE WITHIN 3 HOURS UPON NOTICE FROM PHASE OF THIS PROJECT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE CITY THAT THE STREETS NEED TO BE SWEPT. ANY DAMAGES TO ADJACENT PROPERTIES OCCURRING DURING THE Cd CONSTRUCTION PHASE OF THIS PROJECT. 11. THE CONTRACTORALONG WITH THE OWNER SHALL OBTAIN ALL NECESSARY Project Lead PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY 3. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. PREMIUM TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE • WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS 12. INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE ESTABLISHED. VERIFY WITH LANDSCAPE PLAN. BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS POWER POLE BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING 4. REFER TO THE GEOTECHNICAL EXPLORATION REPORT (REPORT NO. 20-0660), OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT DATED SEPTEMBER 4TH, 2020 AS PREPARED BY HAUGO GEOTECHNICAL THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. SERVICES FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND NOTE: CONSTRUCTION RECOMMENDATIONS. 13. THE CONTRACTOR SHALL ADHERE TO ALL REQUIREMENTS OF THE MPCA NPDES PERMIT. THE AREA TO BE DISTURBED SHALL BE MINIMIZED AND TURF 5. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS SHALL BE ESTABLISHED WITHIN THE TIME REQUIRED. OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS, OR BENCHMARK AS DIRECTED BY CITY. A REGULAR SWEEPING SCHEDULE MUST BE 14. GRADES SHOWN ARE FINISHED GRADES. ESTABLISHED. $a_ OPARKING 15. FINAL GRADING TOLERANCES ARE 40.1 FEET TO FINISH GRADES. 6. DUST MUST BE ADEQUATELY CONTROLLED. & ACCESSIBLE PARKING STALL 16. LOTS MUST BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL 7. SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. HOUSES. 7{- SWALE TO DRAIN AWAY ' I FROM UNITS MAINTAIN POSITIVE MAINTAIN POSITIVE IDRAINAGETOWARDS KALLAND LANE DRAINAGETOWARDS <—TKALLAND LANE SWALE TO DRAIN AWAY _ FROM UNITS — MAINTAIN POSITIVE PROPOSED IDRAINAGETOWARDS KALLAND LANE -Y J a I TO DRAIN AWAY UNITS AIN POSITIVE AGE TOWARDS NO LANE SWALE TO DRAIN AWAY FROM UNITS LEGEND hereyceru(y that this ple ,specifc n' EXISTING dthat PROPOSED GO CATCH BASIN ® STORM MANHOLE CJQ ! FLARED END SECTION -4:3 Q SANITARYMANHOLE 0 Q HYDRANT 4 Cd GATE VALVE N Project Lead POST INDICATOR VALVE eow ® WATER MANHOLE/ WELL • YE LIGHT POLE IK H POWER POLE K ELECTRIC METER ® GAS METER NOTE: IB TELEPHONE PEDESTAL SIGN CO -1 BENCHMARK p� SOIL BORING $a_ OPARKING STALL COUNT O & ACCESSIBLE PARKING STALL ! —»— STORM SEWER C3 -2-C3-3 >—or— DRAINTILE —»—oT- ->— SANITARY SEWER �- -Fq— FORCEMAIN —ry- - I — WATERMAIN — I - -s— SANITARY SEWER SERVICE —�—�- -w— WATERSERVICE —I-1.--. —EtC— UNDERGROUND ELECTRIC —Fl£- -ra— UNDERGROUND FIBER OPTIC— CIVIL DETAILS sAs UNDERGROUND GAS �1F —rc�— UNDERGROUND TELEPHONE rFt- -ce— OVERHEAD UTILITY —�R-- -x—z— FENCE —o—o— CHAIN LINK FENCE --o--�- CONCRETE CURB RETAINING WALL •�"tt CONCRETE 0 ® NO PARKING BUILDING CONTOUR s>a.fi SPOT ELEVATION x972.5 -t-'�— DIRECTION OF FLOW <1.0'Y TREE LINE PARKING SETBACK LINE BUILDING SETBACK LINE �sa� ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com D qaa a �etl by - co�s�h.m m, tln"a mjen .�o ms M N+<n�uuNvt P�o/exsioral zmicm iw ure.olaly dell got Ix axed na b rnu F.apa r� bi olu;un .vmF+lmmo wnbpo a.ht�o,e „ ar.l orecluA WN Nel niv,ADnrs o Uro Cn D amri,q to �nhmu m. h- ALN mul or u�am. tiem 1h. aohxam m Nem Gll,D filss d�nN ha aeu�mn ei aiNa, wd. a,.aaq+.,n m,id��. eadrinhna eaa mat wm++dm.4a namn.,. a.a Na..„pit, me co�s.,e, rm,a am s.n mmea:ro;lni... dmm,. aaa nannm:... 01/26/21 CIN SUBMITTAL WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-4544W2 AT LEAST 45 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 CONSTRUC 1ON AT NO COST TO THE OWNER. hereyceru(y that this ple ,specifc n' ab-meor dthat Pl.fydreas I .Ad1y I am a duly licensed Prolesslona�E der the I.- f The Smte of Min`` •n\e�z�,ewt`a'(`�_ �-`y Yan�II-PE Lice NIA, Dati? 41352 10/08/20 - 0 50 100 Loucks Project No. 18415 SCALE IN FEET Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 ' NOTE: EXISTING CONDITIONS CO -1 COVER SHEET INFORMATION SHOWN IS FROM c -z EXISTINGDEMOLITION CONDITIONS LAN AALTA/NSPS LAND TITLE C2-1SITE C3-1 PLAN GRADING PLAN SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 SWPPP&NOTES DATED AUGUST, 2020. C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARYSEWER& WATERMAIN PLAN C5-1 - CS -6 STREET & STORM SEWER PLAN CML BEFORE YOU q01 CB -1 - CB -3 CIVIL DETAILS Gopher State One Call L1-1 LANDSCAPE PLAN TWIN CITY ARBA: 651-454-0002 L2-1 LANDSCAPE DETAILS TOLL FREE 1-600-252-1166 WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-4544W2 AT LEAST 45 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 CONSTRUC 1ON AT NO COST TO THE OWNER. m U I_ I — 71 ..4 C+— -.+ 70th Street GENERAL NOTES SEE SHEET C3-3 FOR SWPPP NOTES AND DETAIL SHEET(S) FOR SWPPP DETAILS. SWPPP LEGEND —SF— SILT FENCE ® INLET PROTECTION �> EXISTING DRAINAGE PATTERN PROPOSED DRAINAGE PATTERN ROCK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET A_ LEGENDIIIIIIIIIIII hereby certify that dsb plan, apecif 06d was prepared by me or under my d�rett s d that EXISTING der the PROPOSED laws of the State of Minn— CATCH BASIN ® STORMMANHOLE QQ Lice do FLARED END SECTION Q SANITARY MANHOLE - 0 50 100 -0 HYDRANT 4 M GATE VALVE N Project Lead POST INDICATOR VALVE eon ® WATER MANHOLE/WELL O IY LIGHT POLE Ml O POWER POLE X 0 ELECTRIC METER 0 GAS METER NOTE: CO TELEPHONE PEDESTAL -- SIGN -�- �fLnp BENCHMARK INFORMATION SHOWN IS FROM SOIL BORING A– OPARKING STALL COUNT O2 C2-1 C3-1 ACCESSIBLE PARKING STALL —»— STORM SEWER C3 -2-C3-3 —»-9r— DRAINTILE —» pT- ->— SANITARY SEWER -FR- FORCEMAIN —�- -I— WATERMAIN —I- -s— SANITARY SEWER SERVICE —�—�- -w— WATER SERVICE —1—I- -cLr— UNDERGROUND ELECTRIC -EIE- -ro— UNDERGROUND FIBER OPTIC Fo —cAs— UNDERGROUND GAS— LANDSCAPE PLAN -TFL- UNDERGROUND TELEPHONE 1FL- -ai— OVERHEAD UTILITY —ate —x—x— FENCE --7C�t- -o—o— CHAIN LINK FENCE —a--o— OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY CONCRETE CURB CONIPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF RETAINING WALL •0 CONCRETE 0 ® NO PARKING /////.I BUILDING ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, CONTOUR \'_qJS— .972.5 SPOT ELEVATION x972.5 CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. - DIRECTION 01 FLOW <1.0 TREE LINE PARKING SETBACK LINE BUILDING SETBACK LINE ELI LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com n e.. w a M m a,«�n,.r ro mm,ummms of - p .maul sxwms iw Ura s.wy rt b e w;o,a,tl ,. .ral i,y m caaaro��w a co�„nro.r:.pw�.a mmed to M:� mpm es ma eano em.;�a n�' � mk„roaon a„o .eiormm mly. a mal w m,immaeml s, atldiiovt r tlaNeas m Y m CaCSD files xha9 h. ua mu,akairoar p.rm ��.rme aaa, r..m4 .aa9o» ilw. Pasty tl,all h.ia —1-. .i i.aa,miN m. Cavadr+�n hUm uny s.11 mp��sihAhl.s. diriu and IlnWlni.s. 01/26/21 CITY SUBMITTAL hereby certify that dsb plan, apecif 06d was prepared by me or under my d�rett s d that I am a duly U—e Profession der the laws of the State of Minn— `D 11 Lice do -PE 41352 Datl V 10/08/20 - 0 50 100 Loucks Project No. 16415 SCALE IN FEET Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 NOTE: EXISTING CONDITIONS CO -1 COVER SHEET INFORMATION SHOWN IS FROM ci-z EXISTING DEMOLITION PPLAN A ALTA/NSPS LAND TITLE C2-1 C3-1 SITE PLAN GRADING PLAN SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 SWPPP &NOTES DATED AUGUST 2020. C4-1 OVERALL UTILITY PLAN C4-2 - C4-7 SANITARY SEWER & WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN GNL YW Dial -1 -CB -3 CIVILDETAILS Gopher State One Call Li Lt-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS TWIN aTY ARTA 651-454-0002 TOLL FREE 1-600-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY CONIPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6514 "002 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. SWPPP NOTES TEMPORARY ROCK CONSTRUCTION ENTRANCE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF 12. INSTALL SMALL UTILITIES (GAS, TELEPHONE, ELECTRIC, CABLE, ETC.) PREFABRICATED CONCRETE WASHOUT 1. THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING A TWIN HOME A. FINAL STABILIZATION, PER NPDES PERMIT SECTION 13 HAS BEEN ACHIEVED ON THE 2 -YEAR, 24-HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER CONTROLS ARE PROVIDED(SECTION 16.4). RESIDENTIAL DEVELOPMENT, PRIVATE STREET, UTILITIES, & STORM WATER TREATMENT PERIOD. ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE 15 RESPONSIBLE. ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN AREA. B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF THREE (3) FEET OF FINAL GRADE), THE PERMITTEECS) MUST EMPLOY RIGOROUS 18. SEED AND MULCH A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO 2. THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. B. SEDIMENTATION BASIN SHALL BE DESIGNED TO PREVENT SHORT KEEP SEDIMENTAND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION FOLLOWS: 15. INSPECTIONS CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY DISCOVERY. A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN 1. INSTALL VEHICLE TRACKING TIME FENCE AROUND SITE CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 REPRESENTATIVE IS REQUIRED. BE STABILIZED. THE PROPOSED INFILTRATION AREA, 2. INSTALL SILT 3. INSTALL PROTECTIVE FENCE AROUND STORMWATER TREATMENT AREAS B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS C. TEMPORARY SEDIMENTATION BASINS SHALL BE SITUATED OUTSIDE OF SURFACE D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE 4. CLEAR AND GRUB SITE w e FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO PERMITTEES) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER S. STRIP AND STOCKPILE TOPSOIL C. STABILIZED AREAS: ONCE EVERY 30 DAYS AVOID DRAINING WETLANDS, UNLESS THE IMPACT IS IN COMPLIANCE WITH STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) LL SETTLE PARTICULATES BEFORE THE STORMY INLET DISCHARGES 6. REMOVE PAVEMENTS AND UTILITIES D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING THE REQUIREMENTS OF THIS PERMIT. INTO THE INFILTRATION OF FILTRATION SYSTEM. 7. CONSTRUCT STORMWATER MANAGEMENT BASINS CONSTRUCTION. D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT 8. INSTALL SILT FENCE AROUND BASINS 9. ROUGH GRADE SITE E. INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS BE PERMITTED TO DISCHARGE FROM SITE. 30. POST CONSTRUCTION 10. IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE T E WATER UALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S 11. INSTALL UTILITIES TEMPORARY ROCK CONSTRUCTION ENTRANCE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF 12. INSTALL SMALL UTILITIES (GAS, TELEPHONE, ELECTRIC, CABLE, ETC.) PREFABRICATED CONCRETE WASHOUT INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND 13. INSTALL BUILDING FOUNDATIONS SILT FENCE (STANDARD) AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR 14. INSTALL CURB AND GUTTER EROSION CONTROL BLANKET PERIOD. 15. INSTALL PAVEMENTS AND WALKS INLET PROTECTION EA 16. FINAL GRADE SITE STAGE 2 SILT FENCE LF 17. REMOVE ACCUMULATED SEDIMENT FROM BASINS 16. MINIMUM MAINTENANCE 18. SEED AND MULCH A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN 19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, GRADING PLAN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. B. SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 SANITARY SEWER & STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF 3. SITE DATA: STREET & STORM DISCOVERY. AREA OF DISTURBANCE: 11.601 AC C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN MSEVEN DAYS PRE -CONSTRUCTION IMPERVIOUS AREA: 0.00 AC D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 POST -CONSTRUCTION IMPERVIOUS AREA: 5.51 AC HOURS. ( E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL GENERAL SOIL TYPE: SEE GEOTECHNICAL REPORT EVENTS GREATER THAN & IN 24 HOURS 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 5. ALL DISTURBED GROUND LEFT INACTIVE FOR SEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE 6. ON SLOPES 3:1 MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE RFTAINFr1 FnR THRFF YFARG AFTER FII IN(: NPrIFS NnTIfF of TFRMINATI(7N_ LENGTHS CAN NOT BE GREATER THAN 75 FEET. RMDENOTES SLOPES 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. B. 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 OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEMPT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TOA DEFINED AREA OF THE SITE, RUNOFF MUST BE PROPERLY CONTAINED. 12. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS 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 PERMITTEE FOR ALL APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN SECTIONS 3,4,6-24 OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. WISHING TO TERMINATE COVERAGE MUST 14. TERMINATION OF COVERAGE -PERMITTERS) SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITFEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: ESTIMATED QUANTITI DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 2 PREFABRICATED CONCRETE WASHOUT EA N.A. SILT FENCE (STANDARD) LF 2756 EROSION CONTROL BLANKET SY 800 INLET PROTECTION EA 24 STAGE 2 SILT FENCE LF 745 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 BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 20. CONCRETE WASHOUT AREA A. CONCRETE WASH-OUT IS NOT ALLOWED ON-SITE. B. CONCRETE WASH-OUT AREA TO BE PROVIDE ON CONCRETE VEHICLE. 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER 22. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 709. OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 24. TEMPORARY SEDIMENTATION BASINS A. THE TEMPORARY SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B. 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 HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO RECEIVING WATERS 25. DEWATERING AND BASIN DRAINING A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO ATEMPORARY 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 VELOCITY 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 WATER SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING 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 IS 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, HERBICIDES, INSECTICIDES, FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C. HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROTECTED TO PREVENT VANDALISM. D. SOLID WASTE MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E. PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F. DISCHARGE -OF SPILLED 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 ATALLTIMESTO CLEANUP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DESIGNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OF THE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28. ALL REQUIREMENTS LISTED IN SECTIONS 5-7,14,16-19,21,24 OF THE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPPP. THESE INCLUDE BUT ARE NOT LIMITED TO. A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE. C. PEAK FLOW RATES AND STORMWATER 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 SITE. 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, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSION PREVENTION AND SEDIMENT NAME OF WATER BODY TYPE OF SPECIAL IMPAIRED TYPE OF WATER SPECIAL BODY WATER WATER WATER EXISTING WETLAND WEST OF KITTREDGE PARKWAY NO OWNER STEVE KROISS OTSEGO FINEST HOMES, LLC 612-802-2600 PROJECT MANAGER VICKI VANDELL LOUCKS 763-496-6720 CERTIFICATION UNIVERSITY OF MINNESOTA Zachary H. Webber 0esign of Construdion SWPPP (May 31 2021) H Q PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN SECTION 15 SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT. SEE SECTION 15 FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A 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 REQUIREMENTS THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRAINED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUALS) PREPARING THE SWPPP FOR THE PROJECT B. INDIVIDUALIST OVERSEEING IMPLEMENTATION OF, REVISING, AND/OR AMENDING THE SWEEP AND INDIVIDUALS(S) PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALIST 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 THESE JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAILABLE TO THE PROJECT SITE IN 72 HOURS) MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN SECTION 21.28 AND SECTION 21.2C. 33. THE PERMITTEES) SHALL ENSURE THATTHE 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 NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REFRESHER -TRAINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. TITLE NAME COMPANY PHONE NUMBER OWNER STEVE KROISS OTSEGO FINEST HOMES, LLC 612-802-2600 PROJECT MANAGER VICKI VANDELL LOUCKS 763-496-6720 ENGINEERSWPPP ZACHARY WEBBER LOUCKS 763496-6753 CONTRACTOR PENDING C1-1 EXISTING CONDITIONS C1-2 SITE MANGER C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP &NOTES C4-1 OVERALL UTIUTY PLAN - MPCA 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 SPECIAL & IMPAIRED WATERS MAP on LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com cnna sxa a .,.a - s ,na ca",w,.•r n, n�, c ix oi Ih" <"rmuhrt V,../eui"nxl arrvl.as iw uw wbly m ma-Inro,.nmr, 14 ,arM M .1- a.K.G.art ., uv.l hl IM1 Cenmlwvii�wnn Ne Conv,lunes avva+vd oNnn ", tp m6mm>eo" w rcb.onv r n4 ala" 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE v Dell -PE Lice d 41352 Daly 10/08/20 Loucks Project No. 18415 Project Lead WV Drawn By ZHW Checked By VJV Review Data 01/26/21 00-1 COVER SHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP &NOTES C4-1 OVERALL UTIUTY PLAN C4-2 - C4-7 SANITARY SEWER & WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN C8-1 - C8-3 CIVIL DETAILS L1-1LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS P ( w e hIn 51 NE --- �a B I ', < aMSryE �mqd n ary'- f ,40,51N11 - u.aalcre+ J"If Ccvrca All III _ I:]!h 51 NE- -. 0.n x n k' CM F+Ih L a �,d s'NE on LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com cnna sxa a .,.a - s ,na ca",w,.•r n, n�, c ix oi Ih" <"rmuhrt V,../eui"nxl arrvl.as iw uw wbly m ma-Inro,.nmr, 14 ,arM M .1- a.K.G.art ., uv.l hl IM1 Cenmlwvii�wnn Ne Conv,lunes avva+vd oNnn ", tp m6mm>eo" w rcb.onv r n4 ala" 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE v Dell -PE Lice d 41352 Daly 10/08/20 Loucks Project No. 18415 Project Lead WV Drawn By ZHW Checked By VJV Review Data 01/26/21 00-1 COVER SHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP &NOTES C4-1 OVERALL UTIUTY PLAN C4-2 - C4-7 SANITARY SEWER & WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN C8-1 - C8-3 CIVIL DETAILS L1-1LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS A 8" DIP WiTERMAIN A i I- A � 5xN RIx+961.18 INV�94].52 IINV -94]A, INV "7..4 N 1 \\ it I I ----------------------------------- _____________ 70th Street UTILITY NOTES CASTING BL 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN 5. ALL NEW WATERMAIN AND SERVICES MUST HAVE A RIM. ELEVATION DEPICTED ON THE UTILITY PLAN. UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE -11 4" TO 8" DIAMETER REQUIREMENTS OF THE SPECIFICATIONS,THE CITY OF NEW REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL OF 964.0 HOPE, AND THE STANDARD UTILITIES SPECIFICATION OF C11110 GF 965.0 THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), GF 966.0 GF 966.0 GF 966.5 GF 966.5 SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE 30 SERVICES AS REQUIRED. INSULATION OF WATER AND 31 32 SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 33 34 35 36 [91�1**.O S NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC S S AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED S S S S SEE DETAIL L0964.0 STMH 302 LO 965.0 LO 965.0 STIv1H 303 L0966.0 7 L0966.0 LO 966.5 L0966.5 48" . 1 48" ----------------------------------- _____________ 70th Street UTILITY NOTES CASTING WATERMAIN 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN 5. ALL NEW WATERMAIN AND SERVICES MUST HAVE A RIM. ELEVATION DEPICTED ON THE UTILITY PLAN. UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE MINIMUM OF 7.5 FEET OF COVER EXTRA DEPTH MAY BE 4" TO 8" DIAMETER REQUIREMENTS OF THE SPECIFICATIONS,THE CITY OF NEW REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL 9. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED HOPE, AND THE STANDARD UTILITIES SPECIFICATION OF SEPARATION TO SANITARY OR STORM SEWER LINES. THE PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND 2013 EDITION. CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE STMH 201 SERVICES AS REQUIRED. INSULATION OF WATER AND MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR SANITARY SEWER LINES SHALL BE PROVIDED WHERE 7.5 DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE FEET MINIMUM DEPTH CAN NOT BE ATTAINED. ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS PERFORMED PER THE REQUIREMENTS OF THE CEAM R-3067 NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC SPECIFICATION AND THE GEOTECHNICAL REPORT. 6. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED FES 300 BACK OF CURB OR EDGE OF PAVEMENT UNLESS WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. 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. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES FROM THE WATERMAIN UNLESS OTHERWISE NOTED. OTHERWISE NOTED. 7. PROPOSED PIPE MATERIALS: CASTING WATERMAIN DIP CL 52 6" TO 8" DIAMETER 15" SANITARY SEWER PVC SDR 35 & SCH 40 4" TO 8" DIAMETER CB 102 STORM SEWER RCP 12" TO 21" DIAMETER R-3067 B. CONTRACTOR AND MANHOLE FABRICATOR SHALL SUMP (LOWER) ALL STORM SEWER CATCH BASIN CASTINGS WITHIN PAVED AREAS 0.16 FEET OR 2 -INCHES BELOW THE IO.THE CITY SHALL OPERATE ALL GATE VALVES. 11.PIPE LENGTHS SHOWN ON THE PLAN DO NOT INCLUDE THE APRON SECTION. WATERMAIN -A (HYDRANT i CTfIRM SFVVFR STRI I( -TI IRF S('HFF)111 F STRUCTURE NO. CASTING MANHOLE SIZE FES 100 Dat 15" CBMH 101 R-3067 48° CB 102 R-3067 2'x3' CBMH 103 R-3067 48" CO 104 R-3067 2'x3' FES 200 HYDRANT 15" STMH 201 R-1642 48" CBMH 202 R-3067 48° CB 203 R-3067 2'x3' CBMH 204 R-3067 48" CB 205 R-3067 2'x3' FES 300 ELECTRIC METER 12" OCS 301 SEE DETAIL 48" STMH 302 R-1642 48" STIv1H 303 R-1642 48" STMH 304 R-1642 48" STMH 305 R-1642 48" STMH 306 R-1642 48" LEGEND v - Del -PE Lice� EXISTING Dat PROPOSED 00 CATCH BASIN on ® STORM MANHOLE Q Checked By FLARED END SECTION Review Date O SANITARY MANHOLE COVER SHEET Q HYDRANT { D4 GATE VALVE N ® POST INDICATOR VALVE •_ ® WATER MANHOLE/WELL • f! 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THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN UAMAGEU DURING CONSTRUCTION AT NO COST TO THE OWNER. v - Del -PE Lice� 41352 Dat 10/08/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1SITE PLAN C3-1 GRADING PLAN C3-2 - C3-3 SWPPP & NOTES C4-1OVERALL UTILITY PLAN C4-2 - C4-7 SANITARY SEWER & WATERMAIN PLAN CS -1 - C5-6 STREET & STORM SEWER PLAN ggh BERME YOU DI01 CB -1 -C8-3 CIVIL DETAILS Gopher State One Call 1-1-1 LANDSCAPE PLAN TMN CITY AREA: 651-454-0002 1-2-1 LANDSCAPE DETAILS TIXl FREE: 1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. 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G -L ............ .. .......... . . . . .................... .... ...... ..................... .... 8'.5" qEDUCER ON HYDRANT LEAD ........... Y LF 6`01P CU52 .. . ... ........... 21 RCP ...... ................................. ...................... . ... . .................. 960 ......................... .............. ... . . .... ........ ...... FIRE: HYDRANT'&6':'.GV ...... ....... ...... ............ ... ....... ... ................ EX 15'RCP .. . ........... . ........... I ....... .......... 4 .......... ...... ......... .......... ....... ...... ......... . . ......... .......... ................. .. ... .... . ....... ........... ................ ......... ............... ........ ......... I ......... ........... ................... ...................... ....... . .................. - 955 . .......... to . .......... .............. ......... ........... . J ii i8 13EY�idwm R18 �4' N IN.SUL.ATION.... ......... ............... ...... ............... .... VERTICAL SEEI�ARA ibisi .... SEPARATION ....... 4444. ....... ..... ........ .... ........ ...... ....................... ...... ....... ....................... ........ .................. ........ .. ............. & .......... BETWEEN' STORM .... . ......... 4 . .... .... ...... . ...... .......... ....... . .. ............. ..... ... .............. §�6 ...... ........................ ..... ....... ............................. ........ .. ...... ....... .. ...... 950 8*'*"T* TEE i�F� ....................... . ...... ................ ........... ...................... ...... GV . ....... ...... ....... 9,& iNS66ki16i� ................. .............. .......... 4 4'4 "' 4 '' 4 " ............. ........... ...................... ........... ........... ............ .... .................. . ...... ............. 00.40% ....... ........... ................. ...... ............. ..............8 ....... ............... ..................... ET.TAP.TO ...... ....... ..... ...... .......... & ........ ................................. ...... .... ................. ............. ....... .......... ........ ....................... ....................... FXIMNP.11 . ...... ...... ...... ................. ....... ............. ... ... .. .... ....... 4444 ................... 945 ..... WITH 10"XWW"TEE .............. ........................ .......... ... 945 ................. .............. FRZITVVANIJAR09 ................ ........... .................. ........ 4 ... I ..... I. ... ...................................... ........... 1 : ........... .......... .......................... ....... ......... ...... __ ...... ........................ . . .. ..... . ........... .............. . ....... ............................................................................ ................. ....... .................. ...... ............ .... ..... ............... . ...... ....... §46 ............. ........ . .. .... ........... ........... ........ ... . ...... ...... ................... ........ ...... ... .... ........ ........... ...... 946 4i 5.50 so owo1.00 2.00 M 4.00 5�00 NOTES 1. STATIONING ON PROFILES REFER TO STREETCENTERLINES. STATIONING FOR SANITARY& WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MAHOLES. 2. 1" COPPER WATER SERVICES MAY BE INSTALLED INTHESAMETRENCH PARALLEL WITH THE 4' PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF SANITARY SEWER SERVICES. 3. WATERMAIN SHALL HAVE TRACER WIRE INSTALLED PER CITY DETAIL. 4. SEE OVERALL UTILITY PLAN FOR UTILITY NOTES. DENOTES 8'x 8' INSULATION 0 30 6 0 4110 1 SCALE IN FEET NOTE: WN LouCKS EXISTING CONDITIONS §'ff INFORMATION SHOWN IS FROM PLANNING CIVIL ENGINEERING A ALTA/NSPS LAND TITLE LAND SURVEYING SURVEY PREPARED BY LOUCKS LANDSCAPE ARCHITECTURE , ENVIRONMENTAL DATED AUGUST, 2020. 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 von 61x .pro ..... . 763.424.5505 www loucksirc com 20" ACCESS ROAD ............... ......................... . ............... .................. CALL 13MRIE YOU 1111 Lice U42 D.J? §'ff Gopher State One Call ............... EXISTING6RADE_ ........ . : .................. TWN CITY A : 651-454-10002 TOLL FREE. 1-800-252-1166 ................ ............... ........ ... ... .......... WARNING: ZHW ...................... 4444 ....................... THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS von 61x .pro ..... . EXISTING UTILITY OF ALL NO UTILITIES. THEY SHALL COOPERATE WITH ALL UTIaM>r l. 11*n. T- - n 1 1,z -1-1 C5-1 - CS -6 N COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF .1 Ai, -j- 1, .-1 by SEWER PLAN LINES. CIVIL DETAILS Do ". , ....... ... ...................... 1T THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL Al -k. All ................ ............... 65 45 00M AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF 11> ..... ............. .... .... .. . ........ ..... ...... .............. ... * '* ... ...... .. ......... 0 ..... ALL UNDERGROUND WIRES, CABLE, CONDUITS, PIPES, WNHOUE1, ................. ... VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE . .......... . 965 CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED ........... z, w................................... .. DURING CONSTRUCTION AT NO COST TO THE OWNER_ .......... .. ........... ....... 01/26/21 CITY SUBMITTAL 20" ACCESS ROAD ............... ......................... . ............... .................. ........... ..... . ....... ......................... .............................................. 1 ......................... c .........................:.......................... i ......................... ...... .... ................. .................... .......... �i�il�kiD GRADE .......................... : .............. ........... ................. Lice U42 D.J? §'ff ..................... ............... EXISTING6RADE_ ........ . : .................. 1 B415 ................ ............... ........ ... ... .......... Drawn By ZHW ...................... 4444 ....................... Viv ... a ........... .... ......... ...... ............. ..... . .. .. 970 .................. C5-1 - CS -6 ................ ............ .... ........ SEWER PLAN ...................... CIVIL DETAILS Do ". , ....... ... ...................... 1T ..... . .......... ................ ............... 11> ..... ............. .... .... .. . ........ ..... ...... .............. ... * '* ... ...... .. ......... 0 ..... ........... . .... ................. ... .......... ............... .......... ............. .......... .............. ........... . . . .......... . 965 ...................... ........... z, w................................... .. ........ . .......... .. ........... ....... ........ * .......... .. LL .... ......... ...................... . - .......... .. ....... ......... ........................ 960960 Z .......... ................... ... 444. . .... . ..... ................................... ................ ................ ....... . .......... . . ............. . . ... ... ............ ... . .......... ........... ........................ ................. . ..................... .......... ...... .................................. .... .... ..................... ........... T:!EE ...... ......................... ...... ....... ......... ....................... 4444 .................. ................. ................ ............... ......... ............... .......................... .... .... ................. . . ..... *** .................... ...... ........................ 950 .......................... : ... 81x6" REDUCER ................ 950 .................. ....................... ..................... : ""*"**'**'* ............ ... .......................... .......... ............... . ........................ ......... ............. .................... ............... .... ....................... ...... 945 . .................. .................. ................................................... .................. ......... .......................... ..... . ....... .................... ..................................................... ................. .......................... .......................... ......................... 945 ......................... .................. ...................:..........................:.........................:....................940 940 ......... . . .................. .. ..... ... . ............ .... * .... .......... ......................... . ................... 9 so 0+00 1,50 PROFESSIONAL SIGNATURE 111io-00dill I an Dell- PE Lice U42 D.J? 41352 10/08/20 C1-2 DEMOLITION PLAN Loucks Project No. 1 B415 Project Lead Viv Drawn By ZHW Checked By Viv Review Date 01/26/21 CO -1 COVER SHEET C1_1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2- C3-3 SWPPP & NOTES C4-1 OVERALL UTILITY PLAN C4-2 - C4-7 SANITARY SEWER & WATERMAIN PLAN C5-1 - CS -6 STREET &STORM SEWER PLAN CB -1 - CB -3 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 01 �o n LO 965.2 LO 965.2 LO 965.0 LO 965.0 LO 964.5 LO 964.5 LO 964.7 LO 964.7 LO 965.5 LO 965.5 LO 966.3 LO 966.3 LO 967.5 L 9 a, U01 S 0 U I a 0 U S J �l J ✓ J J ✓ S J J ✓ J ✓ rwArn V) rn N p GF 965.2 GF 965.2 GF 965.0 GF 965.0 GF 964.5 GF 964.5 GF 964.7 GF 964.7 GF 965.5 GF 965.5 GF 966.3 GF 966-3 GF 967.5 GF 967.5 45 44 21 20 55 54 53 52 51 50 49 48 47 46 -- 1- --tz' OT V) m W O J LL U ......................... N ID N '6 A -tt'wl0 V] ID 0 P� J ... 75 �- to � :............ ............. .;.......................... ON ....... I........... .............. I Ln _-. ^ c .........................:.......................... ... SERVICES ON A BENCH A MINIMUM OF • ......................:.....................................................:..........................:............... " • ...... ........................... `D O - m V) rn 0-� am a duly Dce d Professlpn oder the Iowa o(the State M eo . LL U _ ..................... ...................... ............. ..................... ........._.. ....... .. ................. ........ o ID ID V) On in O LL U - s'sPJ VJV �I�I_e� ................... ......................... : .11..,..>.�............... .�.Z. 41 ❑ 9 9P VJV N.N...... lT. 9+...... • 1 � >.>...... ,4'el x ........................ .............. ..................... .. .......... .............. ..................... ..:.. .. .... ................... ................. HORIZONTAL SCALE 1"=30' VERTICAL SCALE 1"=5' 3+00 -Ir 18 19 56 57 58 59 60 61 62 63 64 65 66 67 GF 965.2 GF 965.2 GF 965.0 GF 965.0 GF 964.5 GF 964.5 GF 964.7 GF 964.7 GF 965.5 GF 965.5 GF 966.3 GF 966.3 GF 967.0 GF 967.5 S S S S S S S S S S S S S S LO 965.2 LO 965.2 LO 965.0 LO 965.0 LO 964.5 LO 964.5 LO 964.7 1 LO 964.7 LO 965.5 1 LO 965.5 LO 966.3 1 LO 966.3 LO 967.0 LO 967.5 } ;& A r' •-� i . 5"in Own Cltt ' a'iR 7012TH STREET LQ � o O O oo IT LL U J o Q V '0 V) m N D LL U J 980 1. STATIONING ON PROFILES REFER TO ......................... STREET CENTERLINES. STATIONING FOR ......................... .................. ..................-.....:..........................:.........................:.................................................................................:..........................:..........................:...................... 975 - ................ ......................................................................................................... ....... :....................................... ..................... ..................... ..........................:.......................... .................................. ................................ ;.......................................... ..................... ...................... ..................... .....................................................1................................................................................; .... ....... :.......................... ...................... ...................... :............. ............. .:..........................:................................. ..................... ...FfNISHED'GRADE........._.. ............ ...................... ................ ......... ........................ ....... ............ ..................... ........ ........................vT.?. r>..............9 ... 75 ......................... :...... ......................................... .......................................................... ;.......................... :............ ............. .;.......................... .... ....:... ;..................... E'XISTtNG'GRADf ..................... ....... I........... .............. INSTALLED IN THE SAME TRENCH _-. ^ c .........................:.......................... ... SERVICES ON A BENCH A MINIMUM OF • ......................:.....................................................:..........................:............... " • ...... ........................... :............................................ .... ........................... ................. .............. rn rn m prepared by me pr under my diretts , "Pd mai ........................:.a.........................................:.....................................................:..........................:...............- 970 am a duly Dce d Professlpn oder the Iowa o(the State M eo . _ ..................... ...................... ............. ..................... ........._.. ....... .. ................. ........ 970 41352 Dat'SS1177 10/08/20 Di." S T- 08/20 in _ 0 30 60 Loucks Project No. 18415 ��-�� Project Lead VJV �I�I_e� ................... ......................... : .11..,..>.�............... .�.Z. ......................... �.Z.......... .....:.........................:...........................:..........................:..........................:.......... ......................... .................................................................� VJV N.N...... lT. 9+...... • 1 � >.>...... .......................... ............................................... ........................ .............. ..................... .. .......... .............. ..................... ..:.. .. .... ................... ................. ..................... .................... . .........................:. ....................:..........................:..........................:..........................:........ EXISTING CONDITIONS CO -1 _ Z Z �-.-.... .. _ .. .............. .................. C2-1SITE C3-1 .....................:..........................:.........................:..........................:..........................:..........................:............. 965 ................ .. ....... C3 -2-C3-3 ..... ..................... ..................... ............... :................... ...... ....... ......... ................... ............... ............. .. ..................... ...;.. .. ............. ............... ..................... ....-............ ............. x..:..:.....................965 ............... ................................................................................................ ... ......... ..........:. ... ......... ................... .. ....... j.a..; .................. ..................... ..... _ ......... . lr ..................... Gopher State One Call ........................ LANDSCAPE PLAN ... :........... . ........................................ ....:......................................... ........ ..... ..................... ........ ....:............ ..... ............. ......... .........................:................. ................... ................ ................ V ' ....... ................. ..................... THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG FOR LOCATIONS ........................ ........................ PLAN & \.. ..........._... ............................................ :.................................................... �` ........... .....:.......... ......... .... ................p..:.................- ..................... ................. ............... THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 960 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF �.. Q � _. _ - _.- .�- --- -- ---'-' ................. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE ............. 960 CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :.........................>.........................:...........................:. :............................... ......... ................... ............. ..;.. INSULATION..... ...... .. ' ..................... ........ .... ....... .................... .......................... .........................:..........................:...........................:............8'z8' ...... ... .. .......... ... ......... .. .. .. .. ................. ....:............. 8" TEE ................. 955 :... .....................;................ .. TEE :.......................... .......................... .............. . .......................:........ :.................................................... :.......... . ..:. ... ................... .............:..........................:........................ ...................... ...................... ..................... j.. ..�.. .................... ...................... ..................... ..:..........................:............... ................. �� ................. ... � �� ............... ............... ..................... 955 . ........................ ........................ ........................ ......................... (I ..................... ....:........................... .. ........................... ........................... :........................... ..........................:... ..............:...........2 .F B,t .S .............. '.............................. .: . .......... ..................... ..................... ..................... ..................... 0 ............... ..................... ..............® O.AOYo........................................................; .......................... ;......................... ;... :... ........... ................................... ..................... ..................... ............... ........................ 950 .........................;......................... ................... 950 .............................................................................:...........................:..........................:..........................:..........................:..............$:'x$."x6.". T.EE.......................... :.................................................................... ...... .................... ................................. .. ......................... 10 LF 6" DIP CL 52 � .........................:..........................:.........................;..........................:..........................:. • .................. FIRE HYDRANT&6°GV .. ...... .....................:..........................:......................... 945 :......................................................:..........................:..........................:..........................:..........................:..........................:..........................:.........................:...........................:.......................... ..................................................... ,. ..................... ...................... ..................... ..................... ............... ................. 945 940..__.__....._.:__._.._. ...........:...................... ...:..........................:..........................:..........................:..........................:..........................:........................ ..:.. ..:.. ...................... ..................... ..................... ............... ...:.. ...... 940 ;0 0+00 I� 3+00 4+00 5+00 6+00 - I VILLAS AT KITTREDGE i M .S-4 =Y-953.51V-95ir9 E • •SSINGSS IMx;5 OTSEGO, n - OTSEGO FINEST HOMES A A LOUCKS n�e-ser.0 I PLANNING � ixksx.oa w -ssaoa x I CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com _ I _ I G1D0 m. I pr mrd by [F" Coe."ham+++. m. tl�, Propn ,�o o^`ovµef�oh Me <eesulmn�otwi Isrrvicm br ma wkly a �M1S pmiece t ew CSW hlm ilml .or be,nea m rhu Pmirm, n, b.nmblPri.m ' I ar Mu pml„ttk•s„" �nithw[ nnikn eppor@ y cpmawm mu na,lo er.. a wm mPa mmitt+ m �r o wP coon aarnea me. n kmnaen m�tl mkrarca mJY aB'nteetiend yr ,minieetipml I J^ atldti"nq n tlaku"m [r amxe CMa film ilmll M me(ua,i4 ei �l,mp.m m.k'nv.•,n,.v6i.•ee.,uiuum ro ra'r-,--ro �eJ1 my.n,n ;-mlx m. ro ro-epmearm ham ms`�n mr."wo-aai... dsm,..m aa6�nm,. eo ro}---ro NOTES 1. STATIONING ON PROFILES REFER TO STREET CENTERLINES. STATIONING FOR SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MAHOLES. 2. 1" COPPER WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF " • • ' SANITARY SEWER SERVICES. hereby,,r .fy that thio plan, specifcation 3. WATERMAIN SHALL HAVE TRACER WIRE prepared by me pr under my diretts , "Pd mai INSTALLED PER CITY DETAIL. am a duly Dce d Professlpn oder the Iowa o(the State M eo 4. SEE OVERALL UTILITY PLAN FOR UTILITY NOTES. an Dell- PE DENOTES B' x 8' INSULATION ® 41352 Dat'SS1177 10/08/20 Di." S T- 08/20 in _ 0 30 60 Loucks Project No. 18415 ��-�� Project Lead VJV �I�I_e� Drawn By ZHW �� SCALE IN FEET Checked By VJV Review Date 01/26/21 ' NOTE: EXISTING CONDITIONS CO -1 COVER SHEET INFORMATION SHOWN IS FROM C1 -1 J z EXISTING D MOLIITON PLAN A ALTA/NSPS LAND TITLE C2-1SITE C3-1 PLAN GRADING PLAN SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 SWPPP&NOTES DATED AUGUST, 2020. C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN CS -1 - CS -6 STREET & STORM SEWER PLAN CALL SORE YOIJ DIG CB -1 - CB -3 CIVIL DETAILS Gopher State One Call L7-1 LANDSCAPE PLAN @T'MN -1 LANDSCAPE DETAILS CITY AREA: 651-454-0002 TOLL FREE 1 -BOB -252-1166 SANITARY WARNING: WATERMAIN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG FOR LOCATIONS PLAN & OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPAN1E5 IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. PROFILE 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. 2 anuanuUe b pll� _ _ l gg v ----- hit- ----- $ _ . L suN-- ----- --- I----- I----- I----- I I----- I-.._ I----- I----- I- -- L.. I-- -- I----- I----- I----- I---- ` -K - I- --- IL.--- I----- I---'-1'--- I ----- I-- I ----- I ----- I---- I--'-. I.'_-- I----- I--.}-1- _ I-san. 1_.-- I----- I----- I_--- I--�I----- I_-- - I- -- I----- I--_-- I----- F .._ I---._ L__. I..._- I-'--_ I---. I---- � � 8+ Y a0V-M,50 -G C G < < < < - INV.95261�W\V••96.0%9 N o V OI V - r wH i NN.969.3] 1 LO 966.0 LO 967.0 LO 967.0 LO 966.5 LO 966.5 LO 967.0 LO 967.0 LO 967.5 LO 967.5 LO 968.0 LO 968.0 LO 968.0 LO 968.0 LO 968.5 LO 968.5 S S S S S S S S S S S S S S S GF 968.0 GF 967.0 GF 967.0 GF 966.5 GF 966.5 GF 967.0 GF 967.0 GF 967.5 GF 967.5 GF 968.0 GF 968.0 GF 968.0 GF 968.0 GF 968.5 GF 968.5 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 3+00 I I 4+00 0+00 1+00 2+ 0 (land Lan 3F IP. to to rn Ln m e >? _ 40 41 42 43 Ln " o ON N GF 966.0 GF 966.2 GF 966.5 GF 967.0 V l.Lto 111 o p _ (D g $ S _ S cn � S - lo cn QD O LL IE N N LO 966.0 LO 966.2 LO 966.5 LO 967.0 OJ �91ACo CA V / Ol ya_I.. M LL O LnI e ' N , ^ N Q1 F.n ID mN 1` o I- o HORIZONTAL SCALE 1"=30' NOTES 1. STATIONING ON PROFILES REFER TO ' STREET CENTERLINES. STATIONING FOR 975 SANITARY & WATER SERVICES REFER TO ..n rte .................: DISTANCE FROM DOWNSTREAM 41352 MAHOLE5. 2. 1" COPPER WATER SERVICES MAY BE C1-2 INSTALLED IN THE SAME TRENCH CPDD fl+a --d by Lha Caxana.t ror 6iI p.1- - PARALLEL WITH THE 4" PVC SANITARY ppolac- 6wrifm ror � mapml C.-j-mell SERVICES ON A BENCH A MINIMUM OF 111— P.b-n -I ` I.J. -1- prolech, -. -I.- p--"•6. ean.by 18 INCHES ABOVE THE TOP OF '--aU,e or U,t Ih- h acorn .1N�o.rt .noon -r-I by Ina SANITARY SEWER SERVICES. 3. WATERMAIN SHALL HAVE TRACER WIRE INSTALLED PER CITY DETAIL. 4. SEE OVERALL UTILITY PLAN FOR UTILITY 651-054-0002ATLEAST HOU RS ADVANCE THE OF WI ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, NOTES. DENOTES 8'x 8' INSULATION ILII ��ZIIII 0 30 6( ILII SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED AUGUST, 2020. I � :■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763 424 5505 VERTICAL SCALE I'=5 KAI I ANIS I ANF 20' ACCESS ROAD .. _....................... ......................... _...... _..... FINISHEEIGRAOE _.......... _....................... i ................................. .................. i ......................... www.loucksinccom ' CALL ,ORE YOU Bla 975 I Gopher State One Call I ..n rte .................: - I Ta1N CITY AREA: E51-454-0002 41352 ' I _ i TOLL FREE 1-800-252-1166 . ................ C1-2 WARNING: CPDD fl+a --d by Lha Caxana.t ror 6iI p.1- - I I THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS ppolac- 6wrifm ror � mapml C.-j-mell _ I OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY 111— P.b-n -I ` I.J. -1- prolech, -. -I.- p--"•6. ean.by COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF COMPANIES '--aU,e or U,t Ih- h acorn .1N�o.rt .noon -r-I by Ina - LINES. Wrculu,n,. min Ine Cenv.lunrs appmval. mar M• 1 W. mmM Ie eM.h aopin of Na CPDD tl-rewwq 91n Ip. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT I �.bmnum eae rte.arce oil M Inwa9a=al pr ,.,Ia,a.oaml "oaa aar6r fi of aal•"ore.• U,oe eapD Obs d..0 h - 651-054-0002ATLEAST HOU RS ADVANCE THE OF WI ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, ndertlna fag Abe of,n.l pour�akln wenmvMo a ro.s wda�nro.s �d Uw pmy sn.11 Wald M1rn,Jes aivd l+dc„nRy d,a I VALVES OR OTHER BURIED STRUCTURE5 BEFORE DIGGING. THE colo u�, Rom wym..11 rcxp^n.�6�n=•..1=gym+. =r.a l.Und.:. j I CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DANIAGED _ I I DURING CONSTRUCTION AT NO COST TO THE OWNER. 01/26/21 CITY SUBMITTAL VERTICAL SCALE I'=5 KAI I ANIS I ANF 20' ACCESS ROAD .. _....................... ......................... _...... _..... FINISHEEIGRAOE _.......... _....................... i ................................. .................. i ......................... _.. ......................... 975 :........ ......EXISTING GRADE...............:.......Z................. ... z. 975 'Van Dell- PE ..n rte .................: Lice��j 41352 Dato • .w a: s: .............. �� . ................ C1-2 .........................N C2-1 ............... ........... .... ......... ... .N �................:............... 1111II �.N ................ �.I.Z..... . .. C3 -2-C3-3 SWPPP&NOTES U ......:.................. ... ..:. .......9..7.0.90................... �................ I.......................................;. ....... STREET & STORM ......................... 965 ................. SEWER PLAN ........................................................................ .. a..... .ti.:. : = ....... ;... ......... .......... ... 965 LANDSCAPE PLAN 1-2-1 U'O:--<.............................. ..................... ........................ .......... p........'.'.:a�.................:..................... i� ....... .......... k'.r ... ......:..........................� - . _ ................. .. .......... ... ........ ............:.......... ............. 60960........... ........................ ........................ . ......................... ........................ :..... ................ ..... :. ........ 8"TEE .............. ........................ 955 ................. ................ ,,. .. ....... .. ................ i......................IeT.0.55./n................... v ................ 955 ......................... :........................ .:.......................... ,........................ 8"x6" REDUCER ......................... 950 ......................... :..........................FIRE HYDRANT...Uq.V .:...................950 :.......................... :............ .... .......... :......................... :......................... ..................... ......................... .. ...................... 945945 _.................. ....:.......................... .......................... :..................................................... .......................... :..................................................... ;......................... i.....................................................:.................. 50 -0+50 0e00 1+00 1+50 I herebyrearepert,fy Ihat this IL, s ecil'icacipn rtwaz prepared by me or under my dprea s eeod am a duly Uc.= Pmf i. th., 'de' the bws of We Stace of in(n`e�s_owt\a Checked By 'Van Dell- PE Review Date Lice��j 41352 Dato 10/08/20 Loucks Project No. 18415 Project Lead WV Drawn By ZHW Checked By VJV Review Date 01/26/21 00-1 COVER SHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN CS -1 - C5-6 STREET & STORM SEWER PLAN CB -1 - CB -3 CIVIL DETAILS L1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS HORIZONTAL SCALE 1"=30' VERTICAL SCALE 1"=5' WATERMAIN CONNECTION ............... ......................... ..................... -o5 .................. ........ . ...................... ...................................................................................... .................... ............................ ................. ........................... ............ ................... ................. .......................... ........................... ........................... a ......................... .......... ......... ................ .............. .......................... a ....... * ............ .................. .......................... ......................... .................. § ................... ......................... ......................... .. ........ ........ FINISHED GRADE . ..... ........ . . . ........... .. ................... ......................... .. .................. ....................... .. ....... .... .................... 970................... ................... .......................... ....... EXISTINO'CRADE, .......................... ...................... ... ................ ............. .................... . .. ..................... .......................... ........................ .......................... .................. .................. ............................. ......................... . .. ... ........ ......... 970 ......................... ......................... .. ................. 965 .................. ...... .......................... .......................... ... .... ...................... ......................... ..... ........................................ ... ....... ......................... ...................... ......... ................ g P ....................... ..................... ....................... .. ............... ................. ..... . . ......................... ......................... ................................... ...... . .......0 ...... ........................ . ..... ........ . . ....................... ......................... .................. -- .... . ....................... 970 ........................ ....... ........................ ...... . ...................... 9 CL CIVIL DETAILS ............. 960 ................... . - . . ..............:.................Z .............................. . – f : ............................................. ......................... ....................... . ....................... FIRE HYDRANT & 6" GV o 960 ......................... ......................... ......... ....... ...... ................. .......... . ........ . .... . ............. . ... .............. ................ ..... . .............. . .... .... . . . ........... . .................... . ......... ....... ......................... .................... 955 .......................... ......... .......................... .. .. ............ ............................... ..... ............. ..... ... . ....................... ................ . .. ................ ............ .................. 955 . .............. ........................ ................. . 75 LF 12" STEEL CASING: .... ... ........................ ........ .......... ........... .......... ...................... ............. ......................... LQ CROSS S ......... .... ..... ......................... I REDUCER . . ................... I . . . .. ............ ......................... ......................... ... ............ ... .................. . REMOVE 13 LF 8" WM . 960 . ........ 950 ... ..... .. '–tONNbCf1rbtk." ' 'i .... - . ...... ........... 950 .................. ................... ................. .......................... B.. ST . Offmmir . (W .... .............................. .......................... ...................................................... .......................... ............................. * * *– ......... .. ............ ... ...... ....... ......................... ............. - .... 945 ......................... ...................................................... ......... i..........................:......................................................:.......................... .................... I .......................... L ......................... ............ ............................ ......................... Bu Fv� �6R 3, ............... ....... – ................ ......................... ... ...... .......................... ................ .......................... ....... .................... ......... 945 – ................ ......................... ......................... '�46* ........... . . . ..... : .......... ............... ......... ...... ................................................ ............... ..... .......... ..... ...... .... ............................................... ... .......................................................................... ....... .................. .................. ... ........... N0' LL IN .0+50 0+0D 1+00 2+00 2150 4 ID 01 d COVER SHEET 4: .1, cr, 9BU ......................... ......................... .................... ................. 975 .................. ......... ... .... ........................................ ...... .................. .... .............................. ........ .. ....................... 1: .......................... ........ I ......... ........ ....................................................... .......................... ................................................................................ ...... ... .............. ...................... .......................... ............. ............... ................. q 10 0 14: 1 10 q 0 ....................... .. .................. .. . ....................... is RADE G N'. ................ - - - MAHOLES. a, Ln - .!N�i .. ..... ........ ......... . . . ............ ......................... 970 .................. .......................... ....... ........... ............ .. ... ... ............ . .................. CIVIL DETAILS PARALLEL WITH THE 4" PVC SANITARY ............................. ........... ............ ... ... ... .......... ........... ............. SERVICES ON A BENCH A MINIMUM OF 10 a, . . . . .......... I z. z ...... .... ...... * ......... ... .............. I 18 INCHES ABOVE THE TOP OF ;W -J 10 ............................ I ... .... ................ 0 3. WATERMAIN SHALL HAVE TRACER WIRE 96� .. ... .................. I ...... ....... . ........... .......... ...................... ............. 6!� 965 LQ 01 ..... ......................... 10 ON co ......................... ............... '§66 . ......... ........................ ...... . ................. ............. . ........... ............................... . ........................................................ ...... ... . . . . . ........... .. .. ............. ........ ......................... .. ............ ........ .......... . ................... 960 LL .............. .................. ...... ......... .......................... I .. ............. ... .... .... ................................ .. ............................................ ........ I . .. ............ ......................... .......... .......... .. ............................ -' ....... . ................ ........................ ............. ..... ........................................................... .......... ............. I ..... .. . I ............... ..... ................ .... .. ............ 8WM ................ ......... .. ...... ............... ......... t -J ........ .. . T ... ............... ................ .. ............ ........................... ............................... .. ................. ..................................... . . .......... .. ............ ......................... I ............ .................. ........... .950..... 950 . ................ . ............................... .............................................. ..... . ............. ................. N0' LL ........................ ............. .......... . ........................ .. . .... ' ... FPV .. . ................. w- ...... ..... ............ .............. ...................... ...................... Ln '0' ,M ......... ..... .................. ...... .. . ...... ...... . .................................................................... ....................... ......................... ................. LF.12" STEEL CASIG............... 945 -0 10�2 01 Ul) 01 Q 11 LID 965.2 LO ID W - GF 965.2 GF 21 ow LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com iD ID, — —1�� 1 1 W 0� C LEI lo –w– ol V) cr, U1J�ryll �11 III I– md- ffi� 01/26/21 CITY SUBMITTAL EX. MH TO MH 2 980 COVER SHEET CI -1 9BU ......................... ......................... .................... ................. 975 .................. ......... ... .... ........................................ ...... .................. .... .............................. ........ .. ....................... 1: .......................... ........ I ......... ........ ....................................................... .......................... ................................................................................ ...... ... .............. ...................... .......................... ............. ............... ................. .... .. §�S ....................... ...................... ......................... .......................... ............................ ................ - ................. FINISHED GRADE ....... .............. ...................... .... . .. ...... . . .... .... ........ ....................... .. .................. .. . ....................... is RADE G N'. ................ - - - MAHOLES. ....................... 970 .!N�i .. ..... ........ ......... . . . ............ ......................... 970 .................. .......................... ....... ........... ............ .. ... ... ............ . .................. CIVIL DETAILS PARALLEL WITH THE 4" PVC SANITARY ............................. ........... ............ ... ... ... .......... ........... ............. SERVICES ON A BENCH A MINIMUM OF ....................... ................. . . . . .......... I z. z ...... .... ...... * ......... ... .............. I 18 INCHES ABOVE THE TOP OF ;W -J ..................:..........................L....... ............................ I ... .... ................ .......... : .... ............ 3. WATERMAIN SHALL HAVE TRACER WIRE 96� .. ... .................. I ...... ....... . ........... .......... ...................... ............. 6!� 965 ......................... ................. ....... ............... ................... ................... ... .............. ..... .................. ....................... UH ......... ... ....... ............. . ..... ............. .. ............. ......................... ..... ......................... . . . ................. ....... .. ...................... ......................... ............... '§66 . ......... ........................ ...... . ................. ............. . ........... ............................... . ........................................................ ...... ... . . . . . ........... .. .. ............. ........ ......................... .. ............ ........ .......... . ................... 960 ........................ ........................ .............. .... .............. .................. ...... ......... .......................... I .. ............. ... .... .... ................................ .. ............................................ ........ I . .. ............ ......................... .......... .......... .. ............................ -' ....... . ................ ........................ ............. ..... ........................................................... .......... ............. I ..... .. . I ............... ..... ................ .... .. ............ 8WM ................ ......... .. ...... ............... ......... ........................ ........................ .................. ........ .. . T ... ............... ................ .. ............ ........................... ............................... .. ................. ..................................... . . .......... .. ............ ......................... I ............ .................. ........... .950..... 950 . ................ . ............................... .............................................. ..... . ............. ................. Review Date ........................ ............. .......... . ........................ .. . .... ' ... FPV .. . ................. w- ...... ..... ............ .............. ...................... ...................... ......................... ....................... 945..... ......... ..... .................. ...... .. . ...... ...... . .................................................................... ....................... ......................... ................. LF.12" STEEL CASIG............... 945 ............ .................................... ................ .............................. : .10P ... ................ .N.. 00.409/6 ......................... ........................... I ......... .............. ........................... : ................ REMOVE IS LF 8" SANITARY ....................... ......................... ....... . ........ ...... ............................. STUB. COIVSTRUCTMH ......................... ......................... ......... ............................OVEREX.8?SANrmrs-ruir..... ............... . ....... ............ 940 ... ........... .......... ............. (FaD VERfY INVERT).............. :..........................:....................940 940 12. X+50 0+0D I+W 2. 1 NOTES COVER SHEET CI -1 1. STATIONING ON PROFILES REFER TO CI -2 DEMOLITION PLAN STREET CENTERLINES. STATIONING FOR SITE PLAN C3-1 SANITARY & WATER SERVICES REFER TO 0-2 - C3-3 SWPF`P & NOTES DISTANCE FROM DOWNSTREAM OVERALL UTILITY PLAN C4 -2-C4-7 MAHOLES. WATERMAIN PLAN 2. 11 COPPER WATER SERVICES MAY BE STREET & STORM INSTALLED IN THE SAME TRENCH CS -1 - C8-3 CIVIL DETAILS PARALLEL WITH THE 4" PVC SANITARY LANDSCAPE PLAN SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF ;W -J SANITARY SEWER SERVICES. 1-6y —'E�t I'm 3. WATERMAIN SHALL HAVE TRACER WIRE ...... I INSTALLED PER CITY DETAIL. rd., the 4. SEE OVERALL UTILITY PLAN FOR UTILITY NOTES.Lice ` an Dell - PE DENOTES 8'x B'INSULATION Dt3? 41352 10/08/20 0 30 60 Loucks Project No. 18415 Project Lead Viv Drawn By ZHW SCALE IN FEET Checked By Viv Review Date 01/26/21 NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED AUGUST, 2020. �Li WARNING: CO -1 COVER SHEET CI -1 EXISTING CONDITIONS CI -2 DEMOLITION PLAN CZ -1 SITE PLAN C3-1 GRADING PLAN 0-2 - C3-3 SWPF`P & NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER & WATERMAIN PLAN CS -1 - C5-6 STREET & STORM SEWER PLAN CS -1 - C8-3 CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS CML IEFORE YOU OR:1 Gopher State One Call L1-1 TIMN CITY AREA: 651-454-0002 1-2-1 TOLLFREE1-800-252-1166 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY CONIPANIES IN NIAINT—ING THEIR SERVICE AND I OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651A54-0002 AT LEAST 48 HO R5 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. ------------ --------- 71 st Street o _I- y Nlu.se rc FO HORIZONTAL SCALE 1 VERTICAL SCALE 1"=5' . V) �� -t- o, ....... . . ............................................................ -- ........... .......................... .................. .......................... ..................................................... ILI . . ...... ................ ......................... .......................... ........................... * .............. ........... .......................... .............. ......... .................... ........................ I ........................ ......................................... I ........... ..................................................... ..................................................... .. ..... .......................... ........................ .......................... ..................................................... ......................... . ........................... .......................... ............ I ............. ......................... . .......... .... ................. . ......................................................... I .......................... .......................... ............................................... - ................................ ....................... .......................... ........................... ......................... ..................................................... .......................... ................ ....... . ...................... ............. . ...................................................... ................ 0 b ......................... ......................... 7- W ........................... ...................................................... .......................... ....................................................... .......................... .......................... .......................... .......................... ....................... ............ ........................... ......... ...... ........................ ........................... ........... ................. .............................. .. . . ................................... ................................................................................ ........ ...... .......................... .......................... .......................... ........ ........ :D:' PLANNING o 4-- 01: CD 14'NA 00 'D Ln �j.�l^^1` L/) 10 01 U-1 A( LANDSCAPE ARCHITECTURE PARALLEL WITH THE 4" PVC SANITARY . ................................................... 0 U SERVICES ON A BENCH A MINIMUM OF ................... ......................... .............................. :'i 6 6 6 ......................................... . ....... -n C" .................... ........................ .......................... .......................... .......................... .......... .. ... . .......................... ............... . ........ * ...... ........ ...... . ... . ............ L9 ............... • �>>> O 26 27 28 29 30 31 32 33 34 35 36 10 37 38 ............ ....................... 39 . ................ . ......................... .................. ............................................................................... ................ ..................... ............. .. ....... ............................................... * . . .. . ............... ............... ... ...... ..... .......................... ......... ..... ......... I ........... .................... .......................... ; ................... ............ . .......... . .......... / .............. . .... ...... . ... ..... ** ....... .......... .. ..... .. . . .............. * . . ..... .. . ... . ... GF 964.0 GF 964.0 GF 964.0 GF 964.0 GF 965.0 GIF 965.0 GIF 966.0 GF 966.0 GIF 966.5 GF 966.5 ........ .......... . .... .......................... ............ .... .......................... GIF 967.2 GF 967.2 ............. GF 967.7 .I. .................. -......-......-......-..-.. ............................................. -.... ...................................................... .... .. ........................................ .. ...... .......... O C7 ........................ ....................... ......... ........... GF 964.0 ........ ..-.. ............................................ .................................................... . . ............. ..............-...................................-.. ......................................................... ..................................... ............ ............................I. ... ............ 955 . ........................ ...... ................................................... ............ .... .......... v'* ......................................................... .............................................................................. ..-.-.-.-..-.-..-..-. .............................................................................. .......................... .......................... .......................... ............... ..... ...................... ................... ........................ ................... .... ........................ 1 ................................. ............... 955 ........................ ........................ ...........� ....... ............ . ...................................... .......................... ..................................................... . I ................................................ -7 S S S S S S S S S S S ............... @ 0.40-1. ........ ........................... .......................... .......................... S S 950 .. .. ...... S ........................... ...... ............................................................................................ .................................. ...... .......................... .................. .... ...................... ................... .. . .. .. .................................... ................................................. ................. .................................................... .................................................................................. ............. ........................... .......................... .......................... . .............. ............................. .......... **** ........... ............. ......... ............................................... ................................................... .............. ....... .......................... . ...... ............ ........ ............................. ............................................................................... ............. .. .............................. I ....... ....... ..................................I................................................ ................................... .....................I................ .......................... ........................... .......................... ........................... .................................. ..... . * ...................... I ................... * ......................... ...................... ......................... ......................... 940 ................... ....... * ...... .. .......................... ......................... ....... .......................... ................... ....... ............ ......... .......................... ........... . ... ..... ..................... ......................... ........... .......... . ........... ... ..... .......................... .................. .... ...... . ............ . ........................ ........................ . ................. ................................... ........... .......................... ... 9401 WARNING: SANITARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS SEWER PLAN & O -k COMPANIES IN NWNTAINING THEIR SERVICE AND / OR RELOCATION OF 1 964.0 1 LO 964.01 1 LO 965,0 LO 965.0 LO 966.0 1 LO 966.0 LO 966.5 LO 966.5 1 1.00 2M0 LO 967.2 1 LO 967.21 LO 967.71 1 VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE 7 LO 964.0 LO 964.01 LO 964.0 LO - HORIZONTAL SCALE 1 VERTICAL SCALE 1"=5' . V) �� -t- o, ....... . . ............................................................ -- ........... .......................... .................. .......................... ..................................................... ILI . . ...... ................ ......................... .......................... ........................... * .............. ........... .......................... .............. ......... .................... ........................ I ........................ ......................................... I ........... ..................................................... ..................................................... .. ..... .......................... ........................ .......................... ..................................................... ......................... . ........................... .......................... ............ I ............. ......................... . .......... .... ................. . ......................................................... I .......................... .......................... ............................................... - ................................ ....................... .......................... ........................... ......................... ..................................................... .......................... ................ ....... . ...................... ............. . ...................................................... ................ 0 b ......................... ......................... 7- W ........................... ...................................................... .......................... ....................................................... .......................... .......................... .......................... .......................... ....................... ............ ........................... ......... ...... ........................ ........................... ........... ................. .............................. .. . . ................................... ................................................................................ ........ ...... .......................... .......................... .......................... ........ ........ :D:' PLANNING o 4-- 01: CD CIVIL ENGINEERING 00 'D Ln 10 rn Ln 01 L/) 10 01 U-1 A( LANDSCAPE ARCHITECTURE PARALLEL WITH THE 4" PVC SANITARY . ................................................... 0 U SERVICES ON A BENCH A MINIMUM OF ................... ......................... .............................. :'i 6 6 6 ......................................... . ....... -n C" .................... ........................ .......................... .......................... .......................... .......... .. ... . .......................... ............... . ........ * ...... ........ ...... . ... . ............ ..................... ............... • �>>> O ...... ......... EXISTIMC.UMDE ............. II �u ......................... .......................... .......................... ................ .. ...... ..... . . .................. .§6S .................... Z!5- 0 U-1 ------------- ------- 1. - SANITARY SEWER FOR UNITS ALONG 71ST STREET 10 Ch 0 6 D 41 C.n M . 'I'l ......................... ......................... .......... .0S .................... . ........................ ....... . . ............................................................ -- ........... .......................... .................. .......................... ..................................................... . .. ........ ....................... ........................... . . ...... ................ ......................... .......................... ........................... * .............. ........... .......................... .............. ......... .................... ........................ I ........................ ......................................... I ........... ..................................................... ..................................................... .. ..... .......................... ........................ .......................... ..................................................... ......................... . ........................... .......................... ............ I ............. ......................... . .......... .... ................. . ......................................................... I .......................... .......................... ............................................... - ................................ ....................... .......................... ........................... ......................... ..................................................... .......................... ................ ....... . ...................... ............. . ...................................................... ................ ................... ..................... ...................... ............... 975 . ............ ......................... ......................... ..................................................... ................... ................................. ............... ........................... ...................................................... .......................... ....................................................... .......................... .......................... .......................... .......................... ....................... ............ ........................... ......... ...... ........................ ........................... ........... ................. .............................. .. . . ................................... ................................................................................ ........ ...... .......................... .......................... .......................... ........ ........ .......................... ......................... PLANNING o 4-- 01: CIVIL ENGINEERING 00 'D Ln ........... 970 C:) .................. LANDSCAPE ARCHITECTURE PARALLEL WITH THE 4" PVC SANITARY . ................................................... .......................... ........... : SERVICES ON A BENCH A MINIMUM OF ................... ......................... .............................. :'i 6 6 6 ......................................... . ....... ..................................................... ....... .................. :................FINISHED GRADE................�......................................................... .................... ........................ .......................... .......................... .......................... .......... .. ... . .......................... ............... . ........ * ...... ........ ...... . ... . ............ ..................... ............... • �>>> ......................... ...... ......... EXISTIMC.UMDE ............. II �u ......................... .......................... .......................... ................ .. ...... ..... . . .................. .§6S .................... 10 ........................... ....................... .......... ... ... .......... .......................... ............ ....................... .......... ....... ................................. ...... ... I ............... ...... . . . . ................ . ......................... .................. ............................................................................... ................ ..................... ............. .. ....... ............................................... * . . .. . ............... ............... ... ...... ..... .......................... ......... ..... ......... I ........... .................... .......................... ; ................... ............ . .......... . .......... / .............. . .... ...... . ... ..... ** ....... .......... .. ..... .. . . .............. * . . ..... .. . ... . ... ......................... ......................... 960 ..... .. ............... ........................................................ ........................... ................ .......... ................................... ...................... ...... .. ... ......... ......... ........ .................................... ........ .......................... ...-....................�.......... .......-..... ............................................. ........ .......... . .... .......................... ............ .... .......................... .......................... .......................... ..... ..................... ........... .. ......................... .......................... .......................... .. .... .... .......... .. ....................... ....... 960 .........- ............... ............. ................................................ .. ....m..: .I. .................. -......-......-......-..-.. ............................................. -.... ...................................................... .... .. ........................................ .. ...... .......... .................................................................................. ........................ ....................... ......... ........... ........... .............. ........ ..-.. ............................................ .................................................... . . ............. ..............-...................................-.. ......................................................... ..................................... ............ ............................I. ... ............ 955 . ........................ ...... ................................................... ............ .... .......... v'* ......................................................... .............................................................................. ..-.-.-.-..-.-..-..-. .............................................................................. .......................... .......................... .......................... ............... ..... ...................... ................... ........................ ................... .... ........................ .......................... ................................................................................. .. .............................................. .............................. ................................. ............... 955 ........................ ........................ ...........� ....... ............ . ...................................... .......................... ..................................................... . I ................................................ C4-1OVERALL ..-.....-.........-.........-.........-.........-...........-.......- ...... ..................................................................... ........... .................................................................................................... ......................... ....... ................. ........................... ................................. ... . ................. : ......................... ............... @ 0.40-1. ........ ........................... .......................... .......................... ......... ................ .......................... .......................... .......................... ...... ................................................................................. ................................................... ...................................................... .......................... ................... .................................................................................. .................. .......................... ......................... 950 .. .. ...... ........................................................................ ......................... ...................................... ......................... ........................... ...... ............................................................................................ .................................. ...... .......................... .................. .... ...................... ................... .. . .. .. .................................... ................................................. ................. .................................................... .................................................................................. ............. ........................... .......................... .......................... . .............. ............................. .......... **** ........... ............. ......... ............................................... ................................................... .............. ....... .......................... . ...... ............ ........ ............................. ............................................................................... ............. .. .............................. I ....... ....... ..................................I................................................ ................................... .....................I................ .......................... ........................... .......................... ........................... .................................. ..... . * ...................... I ................... * ......................... ...................... ......................... ......................... 940 ................... ....... * ...... .. .......................... ......................... ....... .......................... ................... ....... ............ ......... .......................... ........... . ... ..... ..................... ......................... ........... .......... . ........... ... ..... .......................... .................. .... ...... . ............ . ........................ ........................ . ................. ................................... ........... .......................... ... 9401 WARNING: SANITARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS SEWER PLAN & OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY -k COMPANIES IN NWNTAINING THEIR SERVICE AND / OR RELOCATION OF 50 GNTD 1.00 2M0 3W0 5+00 qq cD to 00 t'J Lf) LL 0 0 -1 0 0 co LOUCKS 0 SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM PLANNING o 4-- 01: CIVIL ENGINEERING 00 'D Ln LAND SURVEYING C:) LANDSCAPE ARCHITECTURE PARALLEL WITH THE 4" PVC SANITARY ENVIRONMENTAL SERVICES ON A BENCH A MINIMUM OF cR 7200 Hemlock Lane, Suite 300 18 INCHES ABOVE THE TOP OF Maple Grove, MN 55369 SANITARY SEWER SERVICES. I Looby,,bfy th-him 763.424.5505 In .p.d by -loucksinc.com INSTALLED PER CITY DETAIL. d.1y U -;W P1.f..I. Tod" 4. SEE OVERALL UTILITY PLAN FOR UTILITY laws 1h. 10 NOTES. 0 U11 00-1 L) DENOTES 8'x 8' INSULATION In 0 30 60 Loucks Project No. 18415 '4 ID Project Lead viv fy LL CO 0, ZHW =a. P.OP- by P.j- soNly rro Checked By viv Ing* Review Data 01/26/21 ftl-m r1rD fiM Jill M• lh� i db- I "141i" CO -1 14 On INFORMATION SHOWN IS FROM C1-1 C1-2 wt 01/26/21 CITY SUBMITTAL NOTES 1. STATIONING ON PROFILES REFER TO STREET CENTERLINES. STATIONING FOR SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MAHOLES. 2. 1 " COPPER WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF SANITARY SEWER SERVICES. I Looby,,bfy th-him plea. -dr -i- - '%d 3. WATERMAIN SHALL HAVE TRACER WIRE .p.d by 1 dim eWIJX. h,,,, INSTALLED PER CITY DETAIL. d.1y U -;W P1.f..I. Tod" 4. SEE OVERALL UTILITY PLAN FOR UTILITY laws 1h. 10 NOTES. PE U11 00-1 - 41352 DENOTES 8'x 8' INSULATION 10/08120 0 30 60 Loucks Project No. 18415 Project Lead viv fy Drawn By ZHW SCALE IN FEET Checked By viv Review Data 01/26/21 NOTE: EXISTING CONDITIONS CO -1 COVERSHEET INFORMATION SHOWN IS FROM C1-1 C1-2 EXISTING CONDITIONS DEMOLITION PLAN A ALTANSPS LAND TITLE C2-1 SITE PLAN C3-1 GRADING PLAN SURVEY PREPARED BY LOUCKS, 3-2-C3-3 SWPPP & NOTES DATED AUGUST, 2020. C4-1OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER & WATERMAJN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN QgLBEFDK YOU DIGI CB -1 - CB -3 CIVIL DETAILS Gopher State One Call L1-1 LANDSCAPEPLAN 12-1 LANDSCAPE DETAILS TWIN CITYAR 651-454 0002 TOFREE. - 1 -ODD -252-1166 WARNING: SANITARY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS SEWER PLAN & OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN NWNTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. PROFILE THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 65I454tKK)2 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 C4 6 CONTRACTOR SHALL REPAIR OR REPLACE THEABOVE WHEN DA�GED DURING CONSTRUCTION AT NO COST TO THE OWNER. - \ I I 1 I I I I I I PLANNING I CIVIL ENGINEERING I I I I ,�_sMN ..__._ 71 st Street I' -.. ,_..._ I---.. ,AAAA. I_._.- 1..... I.__.. I..--- o� CL 6504 '� ��+9A0 �n v=951 1 0 LL Maple Grove, AN 55369 _ un u'1 www.loucksina.com -� _ _ .. i r �i D n U r ca c 'o rD -.-�- ro ro w ro ra vo ro Fo ro 29 30 �W � O Ij 7- f� D1H- - - - - - - - - - - �. 0 0 E. l - - V) DU -1 o _ I I - ps vI m C" N \ rn Vl m ..M.y, O O� v, O \ I O k� Q WmA U \ r O O I IM I � Ln HORIZONTAL SCALE V=30' VERTICAL SCALE 1"=5' WATERMAIN FOR UNITS ALONG 71ST STREET A+50 0+00 1+00 2+DO 3... 4+00 5+00 6.00 6+50 CID I I I I I I I I I I PLANNING I CIVIL ENGINEERING I I I I CD O I LANDSCAPE ARCHITECTURE O f U J CCI 7200 Hemlock Lane, Suite 300 I Maple Grove, AN 55369 763.424.5505 un u'1 www.loucksina.com i r �i D n U 27 28 29 30 31 32 33 34 35 36 37 38 39 _ xM1Ml M1nld Mmdec and i+d�n,�ih,M1e "Ju - n V eea+Noor hem Sell re.,.on.iddnl"s. rbimu:ad l.b'I;aos. 26 GF 964.0 GF 964.0 GF 964.0 OF 964.0 GF 965.0 GF 965.0 GF 966.0 GF 966.0 GF 966.5 GF 966.5 GF 967.2 GF 967.2 GF 967.7 STREET CENTERLINES. STATIONING FOR O j DISTANCE FROM DOWNSTREAM GF 964.0 MAHOLES. 2. 1" COPPER WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF � N SANITARY SEWER SERVICES. I nereby cerxly man d,is pl •, sPe�ai� tlo.,on wa: S prepared byme 0r under my direct:� dmat S am a dwy u�eo:ee Prnlea.� r,a,e der me J laws of the 5wte of Minnesota (`�_ ` NOTES. J J DENOTES e' x 8' INSULATION t - Loucks Project No. 18415 Project Lead VJV WI Drawn By ZHW SCALE IN FEET Checked By VJV Review Date 01/26/21 NOTE: o EXISTING CONDITIONS 00-1COVER SHEET INFORMATION SHOWN IS FROM c -z EXISTINGDEMOLITION PLAN LO 964.0 LO 964.0 LO 965.0 LO 965.0 LO 966.0 LO 966.0 LO 966.5 LO 966.5 LO 967.2 LO 967.2 LO 967.7 WATERMAIN PLAN C5-1 - C5-6 STREET & STORM i LO 964.0 LO 964.0 LO 964.0 CB_1_CB-3 CIVIL E TAILS Gopher State One Call E PLAN L1-1 LANDSCAPCAPPLAN L2-1 LANDSCAPE DETAILS TWIN CITY AREA: 651-454-0002 TOLL FREE 1-600-252-1166 WARNING: WATERMAIN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS �W � O Ij 7- f� D1H- - - - - - - - - - - �. 0 0 E. l - - V) DU -1 o _ I I - ps vI m C" N \ rn Vl m ..M.y, O O� v, O \ I O k� Q WmA U \ r O O I IM I � Ln HORIZONTAL SCALE V=30' VERTICAL SCALE 1"=5' WATERMAIN FOR UNITS ALONG 71ST STREET A+50 0+00 1+00 2+DO 3... 4+00 5+00 6.00 6+50 CID ■ I.__; LO U C KS i PLANNING CIVIL ENGINEERING pD ._ LAND SURVEYING CD O I LANDSCAPE ARCHITECTURE O f U J > ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 I Maple Grove, AN 55369 763.424.5505 un u'1 www.loucksina.com 1= O U V U3 }. cn ... . 00 QM16C 1 ,ne --.1 WIqio rraj� ,ro b At n e a A 1- xM1Ml M1nld Mmdec and i+d�n,�ih,M1e "Ju - n V eea+Noor hem Sell re.,.on.iddnl"s. rbimu:ad l.b'I;aos. rn V7 m . -1= 0 01/26/21 CITY SUBMITTAL NOTES 1. STATIONING ON PROFILES REFER TO STREET CENTERLINES. STATIONING FOR SANITARY & WATER SERVICES REFER TO DISTANCE FROM DOWNSTREAM MAHOLES. 2. 1" COPPER WATER SERVICES MAY BE INSTALLED IN THE SAME TRENCH PARALLEL WITH THE 4" PVC SANITARY SERVICES ON A BENCH A MINIMUM OF 18 INCHES ABOVE THE TOP OF "• SANITARY SEWER SERVICES. I nereby cerxly man d,is pl •, sPe�ai� tlo.,on wa: 3. WATERMAIN SHALL HAVE TRACER WI RE prepared byme 0r under my direct:� dmat INSTALLED PER CITY DETAIL. am a dwy u�eo:ee Prnlea.� r,a,e der me 4. SEE OVERALL UTILITY PLAN FOR UTILITY laws of the 5wte of Minnesota (`�_ ` NOTES. an Doll - PE DENOTES e' x 8' INSULATION Lice �&i 41352 Dat 10/08/20 0 30 60 Loucks Project No. 18415 Project Lead VJV WI Drawn By ZHW SCALE IN FEET Checked By VJV Review Date 01/26/21 NOTE: EXISTING CONDITIONS 00-1COVER SHEET INFORMATION SHOWN IS FROM c -z EXISTINGDEMOLITION PLAN A ALTA✓NSPS LAND TITLE Cal SITE PIAN C3-1 GRADING PLAN SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 SWEEP &NOTES DATED AUGUST, 2020. C4-1 ovERAuununP AN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN CALL EIFFORE M Olq CB_1_CB-3 CIVIL E TAILS Gopher State One Call E PLAN L1-1 LANDSCAPCAPPLAN L2-1 LANDSCAPE DETAILS TWIN CITY AREA: 651-454-0002 TOLL FREE 1-600-252-1166 WARNING: WATERMAIN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS PLAN & OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY CONIPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINE5. PROFILE THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454A002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, AINHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE , CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGE) DURING CONSTRUCTION AT NO CDST TD THE OW NER. CB — RMe fi015� g -I- j 0+00 960.8]H R�jy.pfiL "vasa nrwea N - In WAV•85381 �) G G G HORIZONTAL SCALE 1"=30' VERTICAL SCALE 1"=5- KITTREDGE LANE 4+50 0+00 1+00 2+00 3+00 4400 5+00 5+50 ce I \ MM-H60.W MV=95a6@ r• NOTES 1. SEE OVERALL UTILITY PLAN FOR UTILITY NOTES. ® DENOTES 8'x 8' INSULATION IIIIIIIZ��I 0 30 60 SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A ALTANSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED AUGUST, 2020. WARNING: CALL BEFORE YCU DIGI Gopher State One Cal I PMN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1155 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 651-054-0002 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. 20' ACCESS ROAD ........................ ........................ .........................:..........................>.................................................. ......................... 975 _..................:....................................................:................. . ................................................................................ :........ ............................................ :............. :............................ ......................... :......................... FINISHED GRADE 975 C1-1 EXISTING GRADE........................................... ....................... 970 ............ ..................... ....... .... ..................970 ................. ......................... 965 ...................:.................................... _.................. :.......................... ........................:.............. ....... ..................................................:............. .......... .....965 960 .................. C3 -2-C3-3 ........................:........................": ..................960 OVERALL UTILITY PLAN ........................ ........................ ........................: 955 SANITARY SEWER& ......... ............................ ..................................................: ................................................... : ........... ........................ ........................ 955 950 .................. ......................... .................................................... ....................950 :...... .................... :.......... ................ ...... ................... ......................... 945 ................... _.................. ......................... :.................................................... ;......................... i..........................i......................... ....................945 :.................. ....... :.......................... :.................. :..........................:.......................... ................. ........ ...................................................:.........................:......................... 940 940 -0+50 o+00 1+00 1150 6■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com a me. P a q ,w �, al. PrWtt me v1M CPuuM1w P pPfasahnPPltfir use aokly ma PreiM Ih 1.1. enrn.11 em x"red Pn Pntlu�1 Piecn l saad6�Pn•tPN ett. a. b. ,rploii PrP µqetlsno wlNarte.P. e•al by CPns,ilunr. U,e Ceivelunh appmml,�PU mor 11. of U�c CA w nes b inbrmeaenruro rcferene�P . NI bfe�ti,.ol Pr fi"=A Emal isiPnc addrtiu.n m deM na m Nae GPS fibs shell N aP., mP m�,ae Pr a.,rP.m ��efie6..r-n �..dPe, Pardw,. n Am Pam fieilndtl l..,�iaax and indw,mih U.e Gauhmr hem anY d ell m;.�nsid�ll,ia. rL�ms.,ed tielsil'nS.s. CITY SUBMITTAL I Hereby certihj thea this plan, speci5 d waz Prepared q ma or under my dirett z d zhas I Pm a duly UPensed ProfeuiP der the laws PI the Stare of Minneswota �I.Stan 0eN-PE Lice 41352 Dat 10/08/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN CS -1 - C5-6 STREET & STORM SEWER PLAN CB -1 - C83 CIVIL DETAILS 11-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS I ❑ B%�\ i 4B % - .._5'P, 4WX euTN � 4Blx HORIZONTAL SCALE 1 "=✓30' VERTICAL SCALE 1"=5' 70'iT H STREET -----I 4 - LAND SURVEYING 1\ \\ - ENVIRONMENTAL _ I 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 preparedly me oruI P,r i.n d,hm I am a duly Uce,ued Professional der she 763.424.5505 _ www.loucksinc.com 1 U Ce IF u udMe. o�..l1 .x wIgy "en ecmi+a.lnve Grol.lesxh"0 ro: bz "ss RWm96f.10 M4a459.311f - iNY.95a99 N lul oAo: proiecn.b,�e ''aviV- P� •nPP 'A ^I•le, be Cam at W e�re.Aa us a awn oPWca uy Fe f o aremnR t - STMH 303 f0 ro ' f0 fa fo ro STMH 302 1=y= Loucks Project No. 18415 s� SCALE IN FEET Project Lead V3V CBMH 204 CB 205 Checked By uTr^ _ 01/26/21 I' NOTE: EXISTING CONDITIONS 00-1COVER SHEET INFORMATION SHOWN IS FROM C1 -z IXISDEMOLIITON PLATING N A ALTA/NSPS LAND TITLE C2-1 0-1GRADING SITE PLAN PLAN SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 SWPPP&NOTES DATED AUGUST, 2020. ID C4-1 OVERALL UTILITY PLAN C4-2 - C4-7 SANITARY SEINER & WATERMAIN PLAN CS -1 - CS -6 STREET & STORM N ID CAl1 Y611 dGl U CIVIL DETAILS Gopher State One Call L1-1 LANDSCAPE PLAN Ta1N CITY AREA: 651-4.54-00M -1 LANDSCAPE DETAILS TCLL FFU-- 1-800-452-1166 WARNING: STREET & LL STORM O OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY �t STMH 304 COhIPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. & PROFILE THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF - U VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE h h - LO 965.0 LO 965.0 LO 964.5 LO 964.5 LO 964.7 LO 964.7 LO 965.5 LO 965.5 LO 966.3 LO 966.3 LO 967.5 LO 967. mLn uD I LO 965.2 LO 965.2 U P e J J SLo 000 m (/i co m n N S J J ✓ ✓ J J ✓ J ✓ I- o 4vAa ID N GF 965.0 GF 965.0 GF 964.5 GF 964.5 GF 964.7 GF 964.7 GF 965.5 GF 965.5 GF 966.3 GF 966.3 GF 967.5 GF 967.5 _ q 0 O U GF 965.2 GF 965.2 49 48 47 46 45 44 06 ID cS 21 20 55 54 53 52 51 50 N Ln - u O CB 104 0' U7 m W J I I I I I I I I LL U I I CBMH 103 CBMH 101 O o N IDD N +00 +00 , 3+00 4+0 5+00 SW3.86 * - lo , ^ v , I ^ -11uO n0 0^01 5 9614.38 96 .66 966.94 967.501 U O� C I I i4. CB 102 I I O O I I I I I- I I I I I C:) D�j n y sR I I n _ - U --1 a, U: •-, •Aa O o' U'1 Lj 58 59 60 61 62 63 64 65 66 6 18 19 56 57 GF 967.5 XMA GF 965.2 GF 965.2 GF 965.0 GF 965.0 GF 964.5 GF 964.5 GF 964.7 GF 964.7 GF 965.5 GF 965.5 GF 966.3 GF 966.3 GF 967.0 cSoo S S S S S S S S S V rn U7 � S S S S Ln o u ^• LO 965.0 LO 965.0 LO 964.5 LO 964.5 LO 964.7 LO 964.7 LO 965.5 LO 965.5 LO 966.3 LO 966.3 LO 967.0 LO 967.5 _ 01 U� m a, �;--....... _ LO 965.2 LO 965.2 LL Cn C" I ❑ B%�\ i 4B % - .._5'P, 4WX euTN � 4Blx HORIZONTAL SCALE 1 "=✓30' VERTICAL SCALE 1"=5' 70'iT H STREET -----I 4 - LAND SURVEYING I LANDSCAPE ARCHITECTURE - ENVIRONMENTAL _ I 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 preparedly me oruI P,r i.n d,hm I am a duly Uce,ued Professional der she 763.424.5505 _ www.loucksinc.com auu,w ue Ce IF u udMe. o�..l1 .x wIgy "en ecmi+a.lnve Grol.lesxh"0 ro: bz "ss RWm96f.10 M4a459.311f - iNY.95a99 N lul oAo: proiecn.b,�e ''aviV- P� •nPP 'A ^I•le, be Cam at W e�re.Aa us a awn oPWca uy Fe f o aremnR t - D cuw Bn: -1111 n b" I�aawen.en4a,".p.rn:. all�r.�a Mn�ii�owian��.ix:l� mWun, Famwyflnll mpmu trim. <Iaimr, anA linbifiucs. f0 ro ' f0 fa fo ro ll fe f6 • • • ro«__.01/26/21 CIN SUBMITTAL NOTES 1. SEE OVERALL UTILITY PLAN FOR UTILITY We NOTES. Iherehy< Ify,hanNsplanaPedn�nwa: preparedly me oruI P,r i.n d,hm I am a duly Uce,ued Professional der she laws of she Stase of Minnesota DENOTES 8' x W INSULATION `` Lice OeA-PE 41352 Dat %- 10/08/20 _ 0 30 60 1=y= Loucks Project No. 18415 s� SCALE IN FEET Project Lead V3V Drawn By ZHW Checked By VJV Review Date 01/26/21 I' NOTE: EXISTING CONDITIONS 00-1COVER SHEET INFORMATION SHOWN IS FROM C1 -z IXISDEMOLIITON PLATING N A ALTA/NSPS LAND TITLE C2-1 0-1GRADING SITE PLAN PLAN SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 SWPPP&NOTES DATED AUGUST, 2020. C4-1 OVERALL UTILITY PLAN C4-2 - C4-7 SANITARY SEINER & WATERMAIN PLAN CS -1 - CS -6 STREET & STORM SEWER PLAN CAl1 Y611 dGl C8-1 - CB -3 CIVIL DETAILS Gopher State One Call L1-1 LANDSCAPE PLAN Ta1N CITY AREA: 651-4.54-00M -1 LANDSCAPE DETAILS TCLL FFU-- 1-800-452-1166 WARNING: STREET & THE COMRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS STORM 1 OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. & PROFILE 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. ca M. NV• 2. e _ e 0+00 HORIZONTAL SCALE 1"=30' VERTICAL SCALE 1"=5' anuaAV puellP)l ' ..--- I_---- I--'-- 1---" 1----- I----- I-__-- 1---- I'- 7- I' --- I-'-.. ,..'-- I----- I-_'-- I--__' I----- I-.._- I----- 1--_-- I----- 1----- I-__-- I-_..- �----- I----- I -----II--'-- I-- �- I-- -- I----- I----- I'---- I----- I-_--- I_---- I----- I----- I--_-- �'---- I'---- I--'-�----- I'_--- I----- I'-_-- I-----1----- I'-'-- I----- I-'--1----- I-� -- I---- �--1-----I -- Y v v e,s 6L < < < G < < < < < < < G < S A _ IN -11111 E NOTES 4° a It 1. SEE OVERALL UTILITY PLAN FOR UTILITY i NOTES. LO 968.0 LO 968.0 LO 968.5 LO 968.5 LO 968.0 LO 967.0 LO 967.0 LO 966.5 LO 966.5 LO 967.0 LO 967.0 LO 967.5 LO 967.5 LO 968.0 LO 968.0 i _ C C C C C C I DENOTES 8'x 8' INSULATION S S S S S S S S S S S C III 0 30 60 GF 968.0 GF 967.0 GF 967.0 GF 966.5 GF 966.5 GF 967.0 GF 967.0 GF 967.5 GF 967.5 GF 968.0 GF 968.0 GF 968.0 GF 968.0 GF 968.5 GF 968.5ZI� 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 I 0 i III SCALE IN FEET I I I I I I I I I I I I I I I I NOTE: CB 205 l -C6203 I EXISTING CONDITIONS I I 1 4+00 I I 4+76aaaa 1 I I 1_ INFORMATION SHOWN IS FROM 1+00 2+ 0 3+00 i _ A ALTA/NSPS LAND TITLE (land Lan5+43.66 z o I SURVEY PREPARED BY LOUCKS, CBMH 102 CBMH 204 _ III " DATED AUGUST, 2020. KALLAND LANE -0+50 m 2+00 ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com CALL BEFORE YOU LRd 975...................:..............FXISTINGGRADE _..................:.......................... ......................... _ Gopher State One Call 41352 10/08/20120 TMN CITY AREA: 651-454-DO02 :............ ..... ................................. ... ..................... ....... ... - rn to 970 WARNING: + R�,e a.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS m MM re Ceiuuhnm Pro/erswiulamiroa f"ruu s"Wy V nwrs n ine prelncc rnu- eaou Iles dell nw be uun _ CO ALL EXISTING UTIU71E5. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF mP,q- r"emrm�u mliru Pmlett.Py lh. "Pett �� ue leanahaneM1a orm""L uu onl m"y rtv - LINES. ri THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT m.in"m. addti'"as, ". a"ku"ru m ume endo fibs d"u m madd thefull ruk of Nnr-Imeang eiA mimnc addJ"m _ 651454-0002AT 48 HOURS THE LOCATIONS ar aNerim"end J""Parry "MII M1da Mrndm ana "nareu,M 1M1e ROUNDLEAST WIRES, CABLES, CONDUITS, PIPES, MANHOLES, ALL LES, CONDUITS, PIPES, MANHOLES, to0 VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE ES OR LANDSCAPE PLAN a,0 c, Cn rn 40 COST DURING CONSTRUCTION AT NO COST TO THE OWNER. 41 42 43 .........................:..........................:.........................:......................... ......................... ......................... 945945 _.................. ......................... cn ...... ........ .... . 940....................:..........................:..........................:....................940 g ri n C1) m GF 966.0 GF 966.2 GF 966.5 GF 967.0 O O - S S S - ID V J a, LL � v v O N N LO 966.0 LO 966.2 LO 966.5 LO 967.0 00f v I T ro Q V O STMH 201 N N T I 'D 10 lO Qi V% Oi r, u- UD r lCi O1 v J T KALLAND LANE -0+50 m 2+00 ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 20' ACCESS ROAD ............ ............. ......................... ......................... www.loucksinc.com CALL BEFORE YOU LRd 975...................:..............FXISTINGGRADE _..................:.......................... ......................... _ Gopher State One Call 41352 10/08/20120 TMN CITY AREA: 651-454-DO02 :............ ..... ................................. ... ..................... ....... ... TOLL FREE 1-800-252-1166 970 WARNING: + R�,e a.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS m MM re Ceiuuhnm Pro/erswiulamiroa f"ruu s"Wy V nwrs n ine prelncc rnu- eaou Iles dell nw be uun _ CO ALL EXISTING UTIU71E5. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF mP,q- r"emrm�u mliru Pmlett.Py lh. "Pett �� ue leanahaneM1a orm""L uu onl m"y rtv - LINES. "irtlM�re el me endo drewl.q r" �.bmnuon a.e"m(mamm�ndy. n mal or v".me. � nal THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT m.in"m. addti'"as, ". a"ku"ru m ume endo fibs d"u m madd thefull ruk of Nnr-Imeang eiA mimnc addJ"m _ 651454-0002AT 48 HOURS THE LOCATIONS ar aNerim"end J""Parry "MII M1da Mrndm ana "nareu,M 1M1e ROUNDLEAST WIRES, CABLES, CONDUITS, PIPES, MANHOLES, ALL LES, CONDUITS, PIPES, MANHOLES, e"nsdunr Fvn"rpeep mvxmllarm'"a, sb�ma.anl lieWYJus. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE ES OR LANDSCAPE PLAN - CONTRACTOR SHALL REPAIR OR THE ABOVE WHEN DAMAGED - COST DURING CONSTRUCTION AT NO COST TO THE OWNER. 01/26/21 CITY SUBMITTAL 20' ACCESS ROAD ............ ............. ......................... ......................... :.......................... .......... ......................................... ......................... ......................... :.................................................... ;......................... .... ................. PLiJ15FIED'GRADE... .... .... .... �I.Yan Oell- PE 975...................:..............FXISTINGGRADE _..................:.......................... ......................... ...............:....................975 :............. ..........:................. :............................................................................ ;......................... 41352 10/08/20120 ......................... 970 :............ ..... ................................. ... ..................... ....... ... ........ 970 .................. ......................... 46...................: 965 .................. VJV .................................................. ....................... ... .................... ..:............. ............ :............. 1 ...... -.................................. ............. ZHW ..... ..... 965 ........................ Review Date ....................� ............................................ C5-1 - C5-6 STREET & STORM 960 .................. ....................... SEWER PLAN :................................................... : ..................960 ......................... .......................... :.r........... :.......................... -_.... - ....................... ................... 955................. LANDSCAPE PLAN ......................... ............ e ............................................... .................................................. i ................. ........... 955 .................. 950.................... ......................... :.................. .................................. :.................. ..........................;......................... ;....................950 :.......................... .......................... :................... ....... ...... .........................:..........................:.........................:......................... ......................... ......................... 945945 _.................. ......................... ........ ....................... ..................... ......................... :.......................... ...................... ....:..... :.......................... :.......................... :.................. i..........................:.......................... i....................._.. ...... ........ .... . 940....................:..........................:..........................:....................940 ew0 1+00 1+50 PROFESSIONAL SIGNATURE 1 am a duy Ucerned ProfessleErLnder I.- f tha Stam of Min((n``e��so'wwt\\a rhe �I.Yan Oell- PE EXISTING CONDITIONS Lice Dat 41352 10/08/20120 C2-1 SITE PLAN Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 00-1 COVER SHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1GRADING PLAN C3-2 - 0-3 SWPPP & NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN C8-1 - C8.3 CIVIL DETAILS 1-1-1 LANDSCAPE PLAN 1-2-1 LANDSCAPE DETAILS HORIZONTAL SCALE 1 "=30' VERTICAL SCALE 1"=5' V) Ln N V In Ln m C, On v� LL p U � d � W 0 un Q U � FES 300 TO EX. FES I \ \I FES300 I OCS 301 LO 965.0 LO 965.0 LO 964.! S S I GF 965.0 rn Irl 1 m • " rn m �p U O �- I 56 1 s � _ STM H 303 STf GF 965.0 o a .......................... :............ FES 300 TO EX. FES I \ \I FES300 I OCS 301 LO 965.0 LO 965.0 LO 964.! S S I GF 965.0 LO 965.2 LO 965.2 GF 964..' unuO 54 J —I J s ..................... I 56 1 s � ZHW U GF 965.0 o a .......................... :............ :.......................... 3...........:. .........................:........... :.............. N. ry.......:......... ....... w . v..................�.....................................:..........................:.... N .. ^ 975 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS S c C S COMPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION OF 1 10 .. .. .. ... .... .. . .......... ....... ... ... ..... .. .... .. VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE ... 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DENOTES 8'x W INSULATION 0 30 60 N_ SCALE IN FEET ■f--_ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 30D Maple Grove, MN 55369 763.424.5505 www.loucksinc.com n Naa eFr <ntln htn nauh.nitaro 4.allm wlNy on4tt c. k.. •nPlo rinlyroo ..�J�u, od I ,.�n,M to e�CAonldm...P r. h,matienda.dhre -1, A.an..lntianal 0 fikstdaA Fe n.•itle a„he ulluuk al dafhynnr•,•.kin vwh .e'Maw vddnloa: z,nll M1HJ hm.„Ie,s "nd �nden,"a„he Rn:dint fiom � K nlI mmon.mldiez.:him� and I'nbiG,i:a. IN am I hereby I." that tl,iz PI•, zFe<ificaEon • rtwas nd prepared by me or under ^h d'�mct zn a 1 a duly u sed Profen aaa��er fhat h. 1— aws loff he Stace o!M'nnesota(� EXISTING CONDITIONS •�`7��0`el`I _PE INFORMATION SHOWN IS FROM Lice�&i” A ALTA/NSPS LAND TITLE Dat0 10/41352 08/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 COVER SHEET EXISTING CONDITIONS DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP & NOTES OVERALL UTILITY PLAN SANITARY SEWER & WATERMAIN PLAN STREET & STORM SEWER PLAN CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS - NOTE: EXISTING CONDITIONS CO -1 INFORMATION SHOWN IS FROM C1-2 A ALTA/NSPS LAND TITLE C2-1 C3-1 SURVEY PREPARED BY LOUCKS, C3 -2-C3-3 DATED AUGUST, 2020. C4-1 C4-2 - C4-7 C5-1 - C5-6 CALL ffFORE YOD dd CB -1 - CB -3 Gopher State One Call L1-1 1 TMN CITY AREA 651-454-0002 TOLL FREE 1-800-252-1165 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN NIAINTAINING 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, NIANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER. COVER SHEET EXISTING CONDITIONS DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP & NOTES OVERALL UTILITY PLAN SANITARY SEWER & WATERMAIN PLAN STREET & STORM SEWER PLAN CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS HORIZONTAL SCALE 1"=30' VERTICAL SCALE i"=S' 31 A I I I I I I I I I FES 10 OCs mv i rn� .:......................... :......................... .................... ........... 0 ......................... �D m (JJ o, O mm LL r I1 V I Lr) o xD LL sD Q, O rh xD O, 10 970 ............................ 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V ........................... . y _ _ < A N � .. mm — — Pr"p— by - Co —1 - -1 11-1— , r I1 V I Lr) o xD U)I(, sD Q, of Me G.0 - I uku cu srrHces for uw wkly en Gs eles snetl ger be ueA OLL 970 ............................ Lr) LLnnNw � p Mi �tt6w a emrorhe Prgw ,n. fn mmPbra, J p ..................... ... (] J rh 4ereamiiltsnh appmrol.suU Q COMPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION Or LINES. of J al iw =7 era reiermx"�+Ir- apc. eee"I prmmanrvn"wul tl"��rns These <aCrOcm L.(i m (� m LTi l0 10 N Tn o ruri"am. .rdduunx m m m,a"ma,a mn �al,r a,.,IP.rn nr.arre,-n r. �? ns sSell n,aa Mrmle�.w.,a»;,".w me LL O .............. 965 .................. Lr)0, .........................................; O, p e.aa.rm",..am.twm shu�r kem uny5nll rmp-nsi�Jmu. cli�mt and AwErls+. v .................. ................. v ................. ................... 960 ........ :........... .:........... ......... ...:......... .. ...................... D — ............. .. ........................ .............. 01/26/21 CITYSUBMITTAL CB 102 TO FES 100 ......................... ......................... .............. ......................... 975 .................. :............................. :...................... ....:..........................:..........................:..........................:......................... ........... :.......................... :.........................:.........................:..........................:..........................: :.......................... ........................ .......................... ......................... :............. .................................................................... :.......................... :.................................................... .:......................... :......................... .................... ........... ..... 975 ......................... ............. y............. ........................... . y _ _ < A n .. mm Loucks Project No. 18415 o ......:.......................... l�.. I�..� .I� rn v, _.. ZHW P m a, VJV 970 ............................ 01/26/21 � ................,..........................rili t ..........may.......... W7 TOLL FREE- 1-800-252-1166 ..................... ... 97 • ........ • Z ........... : FINISHED GRADE " COMPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION Or LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONECALL AT 651454-0002 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 .............. 965 .................. ......:.........................:........................... :........... .........................................; ........................ :........... ................................................... .............. .................. ................. .. 65 965 ................. ................... 960 ........ :........... .:........... ......... ...:......... .. ...................... .................. .................................... .................. ®osbq ............. .. ........................ .............. 960 .........................:..... ... .................. 149 LF 13"RCP• ................. •. •.. .......... :_• ................ ..:......................... .........................: ...................... : ................................................. :..... ..... LF 21'! STEEL CASING........ .............. .......................... 28 LF 15" RCP ......................... .................. ......:. .........110 ...................... 0.50W ........... ..6F 0.5T34'e............. ............... 955 ...:...................................... :. .......... .......................... ...,.... ........... ....... :...........................;..........................;.................................. .................. 955 ................ .................... ... ................. ......: TIE LAST 310INT5...-„,,- ... ........ ,,8'x8'INSULATION ......................... .........................:.........................j............................................................... ......................... :......................... :..........................;......................... ........................... .................................................... .... ....................8rr'PVC'SDR'35................ :......................... ...................... :......................... 950 EXISTING GRADE: 950 .945...................:.................................................... ..................:..........................:.........................:..........................:..........................:................. ......................... :..........................:........................... :........................... .................................................... ................... ......:.................. ........:......................... :......................... :.......................... i ....................945 :......................... ......................... ......................... 940...................:..........................:..........................:.........................:..........................:....................940 .......................... :.......................... :.............................. .......... .......................... .............. ......................... 2+SD 2+00 1+00 0+00 -0+50 NOTES 1. SEE OVERALL UTILITY PLAN FOR UTILITY NOTES. ® DENOTES 8'x W INSULATION VIII 0 30 60 4i1� ILII SCALE IN FEET Iherebycer-y . thai plan,specification s prtwaz prepared by me or under m; e a d that ander I am a duly Lkeazed Pml 'ona�E larvs of tha Sete W Minnnn`e�mwtr\. Na �y` w/on`Dell-PE INFORMATION SHOWN IS FROM Lice ��V" Dat 41352 10/08/20 C2-1 SURVEY PREPARED BY LOUCKS, Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 COVER SHEET EXISTING CONDITIONS DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP & NOTES OVERALL UTILITY PLAN SANITARY SEWER & WATERMAIN PLAN STREET &STORM SEWER PLAN CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS NOTE: EXISTING CONDITIONS CO -1 INFORMATION SHOWN IS FROM Ci -z A ALTA/NSPS LAND TITLE C2-1 SURVEY PREPARED BY LOUCKS, 3-2-C3-3 DATED AUGUST, 2020. C4-1 C4-2 - C4-7 CS -1 - C5.6 CML 9"M YOU dq C8-1 - C8-3 Gopher State One Call TN1N CITY AREA 851-154-0002 �; W7 TOLL FREE- 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN NIAINTAINING THEIR SERVICE AND / OR RELOCATION Or LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONECALL AT 651454-0002 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. COVER SHEET EXISTING CONDITIONS DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP & NOTES OVERALL UTILITY PLAN SANITARY SEWER & WATERMAIN PLAN STREET &STORM SEWER PLAN CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS HORIZONTAL SCALE 1°=30' VERTICAL SCALE 1 "=5' _ 0 0 co 34 35 36 37 38 39 _ 0:) 1 ;F 966.0 GF 966.5 GF 966.5 GF 967.2 GF 967.2 GF 967.7 U O S S S S S S _ 0 0 .O 966.0 LO 966.5 LO 966.5 LO 967.2 LO 967.2 LO 967.7 I— v O p a, STMH 201 CBMH 102 CB 203 U � p o In Ln FES 200 N O "o O IN N u o o0+ N cn I o r Iw 0 0 o V 0, V7 m I 10 cn rn — N U O O U _ 0 0 ri n Io 0�1 up - o Ln lj m Vi m CBMH 204 CB 205 J � 111 n n V J a, LL U 4.71 LO 965.5 LO 965.5 JL0966.3 LO 966.3 LO 967.5 LO 967.5 CB 203 TO FES 200 3+00 2+00 1+00 0+00 #SO CB 205 TO CBMH 204 1+00 OMO -0.SD NOTES 1. SEE OVERALL UTILITY PLAN FOR UTILITY NOTES. ® DENOTES 8'x W INSULATION 0 30 60 =N_ SCALE IN FEET NOTE: EXISTING CONDITIONS INFORMATION SHOWN IS FROM A ALTA/NSPS LAND TITLE SURVEY PREPARED BY LOUCKS, DATED AUGUST, 2020. CALL BEFORE YOU UI41 Gopher State One Call TWIN CITY AREA 651-454-0002 TOLL FREE 1—OW-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COhIPANIES IN NWNTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 46 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, h1ANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THECT CONTRAOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. :■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 W Ww.loucksinc.com D C-1 M.o ,"mom of d n Crnuhem ivora.Yaiul ar..ires b�.re wlnly m�,e .ha pmlaa�..e ucal md,n.11 "m n. mar ro Mu p�vl.a*. rr ur by xby �orMe 'f'd' oral by rM cor�nlw'r�"w a nunr, a�ra.lan' vt ".v v1 1 .i•n iuM I�k�aemrentl rehomo� oak. an i-1-1 w rminvaa"nd mviaionv atldltio k m tl"Wti"n x+ Mue GDD figs ,Anll h• riwh n me r. of Mar Y�enr nek„g wn'M1 rzvinn,u "dd'niwu ' a all M1nitl Farndes en4l�MennNy r Wnwh•�r kaon Y Ilrncen.�bJniu. ri.+lm.. aad 4ae'�fit.s. a CITY SUBMITTAL son I hereby c '(y d m this plan, s dfi-- A., prvparad by me a under my directs I sm a duFj licensed ProfeaionaLE d Char der the Wws of the State of Min(An``e�m__'wwt\\a(`�_ C1-2 GI.Van ill -PE C2-1 Lice 41352 DatE� 10/08/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CO -1 COVER SHEET CIA EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN 0-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PIAN CS -1 -CS -6 STREET &STORM SEWER PLAN CB -1 - CB -3 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS ABOVE -GROUND TRACE /12 AWG COPPER WIRE ACCESS BO% CLAD STEEL -BLUE PERMANENTLY MOUNTED MP) 0 GRADE FLANGE BOLT 1.0' MAX (SEE FROM VIEW) 3 -WAY I CONNECTOR i D MA%r TRACE WIRE i I_I AROUND NORTH OR EAST SIDE 3 3 to FIBERGLASS) 5 FT LENGTH REG/WHITE WITH STAINLESS STEEL GLOBE ETTIE SPRING MOUNT ui MI u 0' EIGHT OF CURB BOX W TO BE ADJUSTED TO 1/2' HOSE CONNECTION M' 1 pRLOANOSED GRADING R MA [R[IE DN 33 .�T o J$4 (E FILL ASNECESSARYODCOPPER ORNE-IN MAGNESIUM WATER SERVICE 1OCORP. COCK RSANI�RY CUR/ II�RITIIy�7 1 ANDOP 2. LEFT RAND OPERATING NUT BO% cOPPER" WATEURUNI"PIGTAIL"Y _ ROD WIRE UNDERNEATH CAST OF SEWER( SOLID CONCRETE BLOC WATERMAIN MIN 4' THICK MIN e' X 12' VIEW HOPE OR STAINLESS STEEL BRACKET TO �� ABOVE-GgOUND PERMANENTLY SECURE ACCESS ...To TRACE WIRE ACCESS NOTE: ALL CURB BOXES LOCATED WITHIN PAVEMENT BOX - SHALL HAVE FORD SERIES A UD COVERS PLACED OVER THE RISERS (SEE STD PLATE 207) - WATER SERVICE DETAIL odd ` O G STEEL -BLUE (TYP) NO SCA E WIRE CONTINUES UNDER HYDRANT LEAD AND CONNECTS TO MAIN UNE WIRE SS (SEE PUN VIEW) SFEEL RED. FACTORY TABLE) CONNECTED TO GROUND ROD DRIVE-IN MAGNESIUM tSQ STANDARD PLATE NO. TRACER WIRE DETAIL HYDRANT -SECTION VIEW NO SCALE ABOVE -GROUND TRACE /12 AWG COPPER WIRE ACCESS BO% CLAD STEEL -BLUE PERMANENTLY MOUNTED MP) 0 GRADE FLANGE BOLT 1.0' MAX (SEE FROM VIEW) 3 -WAY I CONNECTOR i D MA%r TRACE WIRE i I_I AROUND NORTH OR EAST SIDE �(TY�wT nw...SMa x no PLAN uNMu BEADDER ,DIMS PROFI E INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE ye -I STANDARD PLATE NO. AP 304 Y ' — I— _ IMAX FIBERGLASS) 5 FT LENGTH REG/WHITE WITH STAINLESS STEEL GLOBE ETTIE SPRING MOUNT -- OF FITTINGS x 1/2' HOSE CONNECTION M' 1.0' MA [R[IE DN 33 .�T o J$4 .1w A. ORNE-IN MAGNESIUM WORE UNDERNEATH RTN Oq EAST SIDE OF HYDRANT W k NOTES: 1. 22F BREAKOFF SECTION II�RITIIy�7 1 ANDOP 2. LEFT RAND OPERATING NUT GROUNDING ANCHOR LEAD 3. PAINT BARREL SECTION REO TO GRADE �\ n BN oXA _ ROD WIRE UNDERNEATH CAST OF TAPE OR PLASTIC TIE (TTP) TIDE A ERMAIN WATERMAIN HYDRANT - PLAN VIEW HOPE OR STAINLESS STEEL BRACKET TO �� ABOVE-GgOUND PERMANENTLY SECURE ACCESS ...To TRACE WIRE ACCESS GRADELA FNGE BOX NEW STAINLESS STEEL BOLT TO ALLOW FOR BRACKET INSTALLATION'' 2.0' MIN TAPE UR PLASTIC TIE LIMP) _ B12 AWG COPPER CLAD odd ` O G STEEL -BLUE (TYP) ay J WIRE CONTINUES UNDER HYDRANT LEAD AND CONNECTS TO MAIN UNE WIRE 1.0' MAX /14 AWG COPPER CLAD (SEE PUN VIEW) SFEEL RED. FACTORY TABLE) CONNECTED TO GROUND ROD DRIVE-IN MAGNESIUM 1.0' AX GROUNDING ANODE RODS TRACER WIRE DETAIL HYDRANT -SECTION VIEW NO SCALE t§iko STANDARD PPLATE NO. 209 �(TY�wT nw...SMa x no PLAN uNMu BEADDER ,DIMS PROFI E INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE ye -I STANDARD PLATE NO. AP 304 10' �i METER ®_ �. STEEL POSE I� BAIL VALVE BPZ PAINTED BLUE j TOP SECTION FILLAS--- VAUVVEGBOX NCCESSARY i SIZE VARIABLE EOR SERVICE LINE " EXTENSION ROD CORP. COCK NRB BOX UP. PATTERN WATERMAIN 00 SOLID CONCRETE BLOCK IN4' THICK IN R' X 12' REFERENCE NOTES: Q IRRIGATION ONES IO 2- OR DI SHALL R WET TAPPED. SADDLES SHALL BE USED FOR ALL CONNECTIONS URGER TO HA DIAMETER OR SMALLER O TEE WATT. W IRRIGATION LINES LARGER THAN 2" SHALL CONNECT TO THE WATERMAIN BY CUTTING $ INA MINIMUM A' DIAMETER TEE AND A GATE VALVE. If THE REQUIRED IRRIGATION SERVICE IS SMALLER THAN 4'HIS PIPE A CORPORATION CAP OF THE REQUIRED SIZE SHALL BE WET TAPPED INTO THIS PIPE I INTO A CAP AT THE ENO OF THE PIPE. iTl WATER METER SHALL A OBTAINED AT TO HALL ER (lJ ALL SERVICE LINES SHALL BE COPPER TO CURB STOP. 49 ALL ABOVE GROUND EANDSHT SHALL BE ENCLOSED 3Y A METAL CO OTHER eK APPROVED STRUCTURE AND SHALL BE LEVEL AND MOUNTED ON A CONCRETE PAD. IRRIGATIONSERVICE DETAIL B o SCALE tgii STANDARD PLATE NO. FIT 3 210 — HYDRANT LOCATOR ROD (FULLY WRAPPED wAl. R. IMRlxrto FIBERGLASS) 5 FT LENGTH REG/WHITE WITH STAINLESS STEEL GLOBE ETTIE SPRING MOUNT LEXPANSION 1/2' HOSE CONNECTION F. wJDSNRIxH6, 1/2" PUMPER CONNECTION MA [R[IE DN 33 .�T o J$4 .1w A. (RMI[ STANDARD MANHOLE FRAME AND CASTING k TIE BACK THE W k NOTES: 1. 22F BREAKOFF SECTION II�RITIIy�7 1 ANDOP 2. LEFT RAND OPERATING NUT INNER INNER u rz sncK HAST TH-DED N-1 TOOR AcaPr 3/.- 3. PAINT BARREL SECTION REO TO GRADE �\ n BN oXA 4. DRAIN HOLES ABOVE NORMAL WATER NOMINAL TABLE TO BE OPEN, DRAIN HOLES K vAT[x'PANEEON N t/,' BOLT GROUND BELOW NORMAL WATER TABLE TO BE 7 • PLUGGED. HYDRANTS WITH PLUGGED p rK[T 'm/ru ft. ,, EI..A HEEL UNE DRAIN HDLLS SHALL BE TAGGED WITH 8 3/8 A METAL STRIP AND THE NOZZLE PAINTED BUCK STANDAR204LATE No. S. ALL CAPS SHALL BE FIRED WITH STANDPIPE CHAINS. BOTTOM 6. ALL BE GROUND NUTS AND BOLTS WATERPROOF iRAME AND CASTING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL Di S NOT- Rom. a 2. 1 3/4' WIDE EXPANSION BANDS. 16 GAUGE STAINLESS STEEL ALL NUTS. BOLTS OR SCREWS O Duro roq FINAL CSASDwx UD. i PACER TRAFFIC FLANGE HYDRANT M mo (OR APNOOSVED C LL EQUAL) AND CASTING odd ` O G STANDAR203LATE N0. ay J 10' �i METER ®_ �. STEEL POSE I� BAIL VALVE BPZ PAINTED BLUE j TOP SECTION FILLAS--- VAUVVEGBOX NCCESSARY i SIZE VARIABLE EOR SERVICE LINE " EXTENSION ROD CORP. COCK NRB BOX UP. PATTERN WATERMAIN 00 SOLID CONCRETE BLOCK IN4' THICK IN R' X 12' REFERENCE NOTES: Q IRRIGATION ONES IO 2- OR DI SHALL R WET TAPPED. SADDLES SHALL BE USED FOR ALL CONNECTIONS URGER TO HA DIAMETER OR SMALLER O TEE WATT. W IRRIGATION LINES LARGER THAN 2" SHALL CONNECT TO THE WATERMAIN BY CUTTING $ INA MINIMUM A' DIAMETER TEE AND A GATE VALVE. If THE REQUIRED IRRIGATION SERVICE IS SMALLER THAN 4'HIS PIPE A CORPORATION CAP OF THE REQUIRED SIZE SHALL BE WET TAPPED INTO THIS PIPE I INTO A CAP AT THE ENO OF THE PIPE. iTl WATER METER SHALL A OBTAINED AT TO HALL ER (lJ ALL SERVICE LINES SHALL BE COPPER TO CURB STOP. 49 ALL ABOVE GROUND EANDSHT SHALL BE ENCLOSED 3Y A METAL CO OTHER eK APPROVED STRUCTURE AND SHALL BE LEVEL AND MOUNTED ON A CONCRETE PAD. IRRIGATIONSERVICE DETAIL B o SCALE tgii STANDARD PLATE NO. FIT 3 210 HEIGHT Or VALVE BOX TO BE ADJUSTED TO FINISHED O° OM .AAPPPROVEDCEQUAL E HYDRANL GRADE ABOVE CURB TT UF wAl. R. IMRlxrto ON weER. LEXPANSION CBPT 1/q' DD D.jUDIE F. wJDSNRIxH6, G SD MA [R[IE DN 33 .�T ,wVRR uAxxDLE HE FENx OF .1w A. (RMI[ STANDARD MANHOLE FRAME AND CASTING k TIE BACK THE (ALL wnx riSTlnm ARC W o)u II�RITIIy�7 1 ON ou,[R [DV[R �xrtARY INNER INNER u rz sncK HAST TH-DED N-1 TOOR AcaPr 3/.- Pua 2 Bum �\ n BN oXA STAINLESS STEEL K vAT[x'PANEEON N t/,' BOLT HYDRANT AND VALVE INSTALLATION p rK[T 'm/ru ft. ,, EI..A HEEL OtSG� STANDAR204LATE No. SWPPP&NOTES WATERPROOF iRAME AND CASTING WATER (AM MAx DR ANA) mEFx vAm OR TM ,w n xwL Aqu> NOT- Rom. BwT; THNUU_ IUOUS. AxD somlw sxAu BE st[ s_ SELL 2. 1 3/4' WIDE EXPANSION BANDS. 16 GAUGE STAINLESS STEEL ALL NUTS. BOLTS OR SCREWS O Duro roq FINAL CSASDwx UD. i wJVSMUTs P vml Tx[s[ mAMs ,xO .SrlN SANITARY MANHOLE FRAME s AND CASTING STAINLESS STEEL PUCEO BETWEEN PLEATS OP RUBBER SLEEVE. TABLE TO 10 BELOW STANDAR302LATE N0. INFI-SHIELD EXTERNAL GATOR WRAP THE WATER HEIGHT Or VALVE BOX TO BE ADJUSTED TO FINISHED O° OM .AAPPPROVEDCEQUAL E HYDRANL GRADE ABOVE CURB TT \ Y ANINS CTUGH OF ,u.RG NM(Hiva - uARN11/1 : n[R wF \SECTION A -A —OMIT AND _NG PER So PUT[ ni A.M. _x a WMI I4Pil`�t v4tE xD. Nfw 4 JOMIs PFR ,STY Cxx] = x5 w IT nrE Muns BAZ i)MBELOW iHuIam A ® A 'KGCNUTi MxDOT Pun xo. •O,1 [ Poll aFLOOR Ls' AS wOwx ASOK MANHOLE NOTES, l Y� mLET TO aVIILi ALL Oq SURE PROD' AP O%VNLVQuA NO0775�[5 RUBBER GO p xro:11w IRA. BE PERB. AsIM SANITARY SEWER STANDARD MANHOLE E Rovw clTr or d STANDAR300�TE N0. a gDIRED L, INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL U HYDRANT DRAIN MIN. 2 LAYERS OF PLASTIC 4 NIL WATERMAIN IALIE BOX MIN. THICKNESS LEXPANSION 4LIGDEVCE CRUSHED ROCK O CU. YD. CONCRETE THRUST B' MIN. CENTERED ' ` •�!'.,^ BLOCK t BASE Checked By 2 NON -HARDENING H30 BUTYL MASTIC ICK AOHE-LVE - 30 MILS THICK k TIE BACK THE VALVE DIB' II�RITIIy�7 1 MINIMUM 1. HYDRANT DRAINS BELOW WATER TABLE TO SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED SANITARY SEWER WITH METAL STRIP AND THE NOZZLE _ u PAINTED BLACK. 2. ALL BELOW GROUND NUTS, BOLTS. AND RODDING SHALL BE CORE -BLUE OR ST6 iM STAINLESS STEEL YON /,NH DLE JOINFs FROM 0' TO 30' HYDRANT AND VALVE INSTALLATION E P OtSG� STANDAR204LATE No. SWPPP&NOTES Gl(�� WATER \ Y ANINS CTUGH OF ,u.RG NM(Hiva - uARN11/1 : n[R wF \SECTION A -A —OMIT AND _NG PER So PUT[ ni A.M. _x a WMI I4Pil`�t v4tE xD. Nfw 4 JOMIs PFR ,STY Cxx] = x5 w IT nrE Muns BAZ i)MBELOW iHuIam A ® A 'KGCNUTi MxDOT Pun xo. •O,1 [ Poll aFLOOR Ls' AS wOwx ASOK MANHOLE NOTES, l Y� mLET TO aVIILi ALL Oq SURE PROD' AP O%VNLVQuA NO0775�[5 RUBBER GO p xro:11w IRA. BE PERB. AsIM SANITARY SEWER STANDARD MANHOLE E Rovw clTr or d STANDAR300�TE N0. a gDIRED L, INTERNAL MANHOLE JOINT SEAL ALL SEALS SHALL BE INSTALLED PER MANUFACTURES SPECInCATIONS. CLEAN AREA AROUND JOINTS WITH WIRE BRUSH AND WHISK BROOM PRIOR TO PLACING JOINT SEALS. LEXPANSION BANDS Project Lead 1. EPDM TABLE RUBBER SLEEV- 1. 30 MILSS E THICK B' MIN. CENTERED �- RESTRAINING HOOP PLEATED RUBBER SLEEVE Checked By 2 NON -HARDENING H30 BUTYL MASTIC ICK AOHE-LVE - 30 MILS THICK ON JOINT 01/26/21 II�RITIIy�7 1 COVER SHEET 7 LESS THAN Y 6' M.F. CENTERED SY UMIN. �f ,DINT ERP - YON /,NH DLE JOINFs FROM 0' TO 30' TON (FOR USE GRADING PLAN BELOW THE WATER T°BLE) SWPPP&NOTES ON ALL ON WATER RUES 1. RUBBER SLEEVE SHALL BE A MIN. OF 3/16' THICK. JOINTS TABLE 2. 1 3/4' WIDE EXPANSION BANDS. 16 GAUGE STAINLESS STEEL ALL NUTS. BOLTS OR SCREWS PROM V ABOVE STANDAR314LATE NO. SNALL BE STAINLESS STEEL 3. RESTRAINING HOOP SHALL BE 5/16• DM. THE WATER CB -1 - C8-3 STAINLESS STEEL PUCEO BETWEEN PLEATS OP RUBBER SLEEVE. TABLE TO 10 BELOW LANDSCAPE PLAN INFI-SHIELD EXTERNAL GATOR WRAP THE WATER TABLE) ADJUST TO FINISHED S SPECIFIED X ASSEMBLY VALVE t BLOCKS WRAPPED WITH ERS OF 4 MIL C WATERMARI.E BOX SIZE ""'IMENT E MCONCRETE BLOCKS MINN .l %HICK 2' N 2 I M THES SHALL BE FITTED WITH EXTENSION SEEMS. TO i Au B THE OPERATING NUT TO BE 2' FROM THE SURFACE. 2. ALL BELOW GR 6 NUTS. BOLTS. AND RODDING SHALL BE k LORE -BLUE OR 31 316 STAINLESS STEEL. 8 _ TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION 10" & U NDSR LLWATERMAIN P 4SG ` STANDAR205LATE N0. GREI Yy G k SLEEVE NOTES: MNts ar AiEY [-OR A=NME 4s rux ON TYPICAL WATER TIGHT SEALS ax0 scut Yj I (Ano I STANDARD 'LATE N0. 1 FORM 1/2 PIPE SECTION LADIAMETER PIPC ` I OUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A /-uH AMC t CASTING (SEE k CB SCHEDULE). ADJUSTING RING(-) PER STD PLATE 414 MAXIMUM DISTANCE FROM RIM PRECAST ECCENT- �RIC x TO NRSL -TEP I- 24'. REDUCER SECTION nu' O STEPS AS PER MN/DOT STANDARD PUTS 4180, MIN. 6' PRECAST OR INTEGRAL CONCRETE MANHOLE BASE PER MNDOT 4011. STORM SEWER STANDARD MANHOLE NO SCALE -19�' µ��y� STANDARD N0. FORD SERIES A LID COVER FINISHED GRADE (BITUMINOUS) / + CUSS 5 CURB STOP COVER FOR - DRIVEWAY INSTALLATION NO Sulu STANDARDPLATE NO. 207 NUpE. /GPs sxALL w Pusx swan sm u aT ,THD MIN .'= w 'A Dx .IAI,6 nrRrt suLs Ym/W TER ynRAM sLwLq uux � I 'I MA. NE �T1I A5 NwwN ox ,11E HAMS P.. .. V,RRS P 1 f VA's eIrtEN �1 � EDNPA�w .,[MRM � � Dwx Dx PMx6 SHALLOW SANITARY MAIN SERVICE CONNECTION 0 cALE ,e ot STANDARD PLATE NO. .. - - NIRRSwrA(7 302 sic Z 0X1' • �` -• IuuI �� Ir SECTION A -A B. DEPTH - MW MIN. DEPTH w 48 INCH DIAMETER SHALLOW DEPTH CATCH BASIN MAXIMUM 24 INCH DIAMETER PIPE SIZE NO SCALE STANDARD PLATE N0. 405 ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 W Ww.loucksinc.com CARO S.o Canuhe<e n: U,: —jen AY,, . e.o ,.G �ust lvderslOml s+m<m /or wa.wl4y mPea to th"a p�jKA Thee CA U Txes resell norm w.. .i, mM'n ma'x,, rr bpm d INs v a EsO �.ilAart ry wd Ihlio COnrMun�W h the CpraelunYz a mval u n ,I Dip Pr°uon a -a rla ,' He �km°Bon1eNMebNnm Wr- AS in -8-1 m -i—n—I 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE • lows of the State Of Minnw\e_w'w\q"' Vn` Lice41352 Dat D 11 -PE 10/08/20 ES 10' - Loucks Project No. 18415 Project Lead 1. EPDM TABLE RUBBER SLEEV- 1. 30 MILSS E THICK S ZHW Checked By 2 NON -HARDENING H30 BUTYL MASTIC ICK AOHE-LVE - 30 MILS THICK Review Date 01/26/21 II�RITIIy�7 1 COVER SHEET CIA (FOR USE ALL 6' M.F. CENTERED SY UMIN. �f ,DINT ERP - YON /,NH DLE JOINFs FROM 0' TO 30' TON C3-1 GRADING PLAN BELOW THE WATER T°BLE) SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 MANHOLE JOINT SEAL F, rRwEDLS 3 WATERMAIN PLAN ° L STANDAR314LATE NO. SEWER PLAN CB -1 - C8-3 CIVIL DETAILS ADJUST TO FINISHED S SPECIFIED X ASSEMBLY VALVE t BLOCKS WRAPPED WITH ERS OF 4 MIL C WATERMARI.E BOX SIZE ""'IMENT E MCONCRETE BLOCKS MINN .l %HICK 2' N 2 I M THES SHALL BE FITTED WITH EXTENSION SEEMS. TO i Au B THE OPERATING NUT TO BE 2' FROM THE SURFACE. 2. ALL BELOW GR 6 NUTS. BOLTS. AND RODDING SHALL BE k LORE -BLUE OR 31 316 STAINLESS STEEL. 8 _ TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION 10" & U NDSR LLWATERMAIN P 4SG ` STANDAR205LATE N0. GREI Yy G k SLEEVE NOTES: MNts ar AiEY [-OR A=NME 4s rux ON TYPICAL WATER TIGHT SEALS ax0 scut Yj I (Ano I STANDARD 'LATE N0. 1 FORM 1/2 PIPE SECTION LADIAMETER PIPC ` I OUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A /-uH AMC t CASTING (SEE k CB SCHEDULE). ADJUSTING RING(-) PER STD PLATE 414 MAXIMUM DISTANCE FROM RIM PRECAST ECCENT- �RIC x TO NRSL -TEP I- 24'. REDUCER SECTION nu' O STEPS AS PER MN/DOT STANDARD PUTS 4180, MIN. 6' PRECAST OR INTEGRAL CONCRETE MANHOLE BASE PER MNDOT 4011. STORM SEWER STANDARD MANHOLE NO SCALE -19�' µ��y� STANDARD N0. FORD SERIES A LID COVER FINISHED GRADE (BITUMINOUS) / + CUSS 5 CURB STOP COVER FOR - DRIVEWAY INSTALLATION NO Sulu STANDARDPLATE NO. 207 NUpE. /GPs sxALL w Pusx swan sm u aT ,THD MIN .'= w 'A Dx .IAI,6 nrRrt suLs Ym/W TER ynRAM sLwLq uux � I 'I MA. NE �T1I A5 NwwN ox ,11E HAMS P.. .. V,RRS P 1 f VA's eIrtEN �1 � EDNPA�w .,[MRM � � Dwx Dx PMx6 SHALLOW SANITARY MAIN SERVICE CONNECTION 0 cALE ,e ot STANDARD PLATE NO. .. - - NIRRSwrA(7 302 sic Z 0X1' • �` -• IuuI �� Ir SECTION A -A B. DEPTH - MW MIN. DEPTH w 48 INCH DIAMETER SHALLOW DEPTH CATCH BASIN MAXIMUM 24 INCH DIAMETER PIPE SIZE NO SCALE STANDARD PLATE N0. 405 ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 W Ww.loucksinc.com CARO S.o Canuhe<e n: U,: —jen AY,, . e.o ,.G �ust lvderslOml s+m<m /or wa.wl4y mPea to th"a p�jKA Thee CA U Txes resell norm w.. .i, mM'n ma'x,, rr bpm d INs v a EsO �.ilAart ry wd Ihlio COnrMun�W h the CpraelunYz a mval u n ,I Dip Pr°uon a -a rla ,' He �km°Bon1eNMebNnm Wr- AS in -8-1 m -i—n—I 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE • lows of the State Of Minnw\e_w'w\q"' Vn` Lice41352 Dat D 11 -PE 10/08/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CO -1 COVER SHEET CIA EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN CB -1 - C8-3 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS 1 ORM I/Z PIPE Of LARGEST DIAMETER PIPE E` l ) CROUT BOTTOM TO SLOPE WARD PIPE AS SHOWN SECTION A-1 BY ARROWS CASTING NEENAH 3067 OR EQUIVALENT WITH OL OR DR GRATE ADJUSTING RING(S) P Of CURB _ PER STD PLATE 414 ROW- LINE TO _ /COVER SLAB 4 / MD/DOT 4023 1 ♦1 A j SEAL PIPE ♦ A PRECAST LOWER SECTION MINIMUM 36" HIGH MAXIMUM g WNH GROUT CONCRETE SIDEWALK ON -A t 8 BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE... APPROVED SUBGRADE AB- HIGH Mn/DGY PLATE 4005E LOWER SECTION 0 APPROVED SUBGRADE 30' WIDTH r z M,N. 6" PRECAST OR L • 'v INTEGRAL CONCRETE g r.nNE"L neu, w.m°,++MmErwRr. •N1e1 MANHOLE BASE PER MNDOT 41111. NOTES: - MANURA0IURBD n: row RwwLL R A MANHOLE INVERT SHALL BE SLOPED TO PROVIDE SMOOTH '♦, FLOW FORM INLET TO OUTLET. MANHOLE STEEL REINFORCING SNALL BE PER ASSN C475. (SEE SECTION A -A) r; STANDARD STORM MANHOLE - CATCH BASIN MINIMUM COVER FLOW LINE - NO SCALE TO TOP OF PIPE = 2 FEET _ R9. OJ-i:"E° SIGMA H13 VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN UFE OF STANDARD PLATE NO. Y Ih,JJ vro 406 i so' INS 16' E 5. 1 7. SLOPE I/3" PER R. 2x MIN. SLOPE SEE PLATE 704 A" THICK. S' WIDE CONCRETE CURB k CONCRETE SIDEWALK ON -A t 8 BITUMINOUS MAT GUTTER PLACED ON APPROVED SUBGRADE... APPROVED SUBGRADE (EITHER SIDE) C CUSS S GRAVEL BASE (MOCNIED) 29' WIDTH 0 APPROVED SUBGRADE 30' WIDTH r z — D11 AZ Nln Nmnr,NOumnTOJNE,uN • 'v S. ° r.nNE"L neu, w.m°,++MmErwRr. •N1e1 =1111=11:1= •m, -1111""=1111=11j1=,r= -_-i!7_1 11=1111=1111=1111=1111=1111=11!1=1111=1111= — _ — -- L MANURA0IURBD n: row RwwLL R A RRAIN I IS oBll t ;n:A- 127A. a "A"'gNN°TORY t • SUBJECT TO REVIEW By QUALIFIED SOILS ENGINEER •• MINIMUM ALLOWABLE DESIGN THICKNESS •••R VALVE OF LESS THAN 20 REQUIRES 4" GRAVEL BASE BENEATH CONCRETE SIDEWALK ROTES, R VALUE IS A MEASURE OF EMBANKMENT SOIL R ESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD SIGMA H13 VALUE IS THE CUMULATIVE DAMAGE EFFECT OF VEHICLES DURING THE DESIGN UFE OF A FLEXIBLE PAVEMENT. LOCAL RESIDENTIAL URBAN STREET SECTION - 9 TON D vro OI,STTO STANDARD1 PLATE j Po GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN Br ARROWS. IL A � A PIPE TOP VIEW CASTING NEENAH 3057 OR _EOUIVALEHT WITH DL OR DR GRATE ADJUSTING RINGS) PER STD PLATE 414 1 16-g WALE TO BE PRECAST SECTION OR CONCRETE U' X A6' 1 SEWER BLOCK SEAL wRN I PRECAST OPENINGS I. GROUT AS REQUIRED I GROUT INVERT AS SHOWN ABOVE 3� RECTANGULAR SECTION A -A NO ES. t. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR 'q 5" PRECAST SLAB. Z. NAN.. STEEL REINFORCING SHALL BE PER ASTM 2' x 3' CATCH BASIN J. ��iv NNOyOSCALE Per OIRSTANDAR410PLATE N0. u$ SUPERELEVATED r: LOUCKS RESIDENTIAL STREET ° 2004A SECTION PLAN NEW I I 0 A0 �°..n --EL Q �� Awam mnPerwr.Nnmmvre°� Iron°OAv� e<usvwRRLCEssa I_ mec PoaaTawmu k P.eNm 3D VIEWS r z ELEVATION VIEW D11 AZ Nln Nmnr,NOumnTOJNE,uN • 'v P. _ e .j • ° r.nNE"L neu, w.m°,++MmErwRr. •N1e1 =1111=11:1= •m, -1111""=1111=11j1=,r= -_-i!7_1 11=1111=1111=1111=1111=1111=11!1=1111=1111= — _ — -- ,- (=11i1, — — —:—� — — — 1=1�i1 MnrPNINLELe...1°N ,ua•a.Ba�,r1NP o o c o 0 0 = = MANURA0IURBD n: row RwwLL R A RRAIN 1G' MIN. TRANSITION GUARDIAN TURRET a "A"'gNN°TORY t z O4 C% - PRETREATMENT CHAMBERft w ARDIAN C4-1 OVERALL UTILITY PLAN BIORETENTION PONDING DEPTH: 1' u PAEMTMEIR FOR 11OUT9(fm 10' TAPER TYPICAL DETAIL TB3-ATn-2eSO OUTER CONTROL STRUCTURE EU—TION TABLE O SHO. A B 955.00 95800 M%9'ri CWR�IDE�INGTE 7;' •yP' E 1` C CSP oIE. TOP OF WEIR -L'• ELEVATION S• ENI EI.F 'i is :P•., INVERT • �..: �•r• IEVATION-G '•`... •. •:'�'.' WEIR/ORIFICE GAI.VANIZEDGRATT ISPLm 4 I'OPEH NGk- IFMERGFNCY OVE0.iLOW1 T� S[RCTE ISO MANHOLE O72 -H E CHURCEOPENINGSIZE-F ELO —WEIR INVERT ELEVATgN -G ION PIPE PELSVAERr AMM. � OUTLE ELEVATION INLETe A— I B 6 N ORANL WEVA _"'U GHOANLL BE GROUTED PRECAST BASE SLAB BOINSIDETH ANO WEIR TO BE REINFORCED WITH AT OUTSIDE Of THESTRIR'NRE. LEAST R, REBAR 12' ON CENTER. OUTLET CONTROL I mill STRUCTURE- 4318 WEIR/ORIFICE / I I / I i 7 L / I 1 / I 1 I I y;^ I. • 1 +e• SURMOUNTABLE CONCRETE ' CURB /AND GUTTER NO Raso O.1 -S"° STANDARD PLATE NO. D . 1 i I I 0 A0 O 3 - iFn 03 RJ9 18415 r z a Drawn By ZHW Checked By VJV }off~ SUU MOUNTABLE CURB AND CURER TO BE FORMED INTO A 8618 TYPE CURB AT CATCH CO -1 mo en[ID®m®®®1552®®_.➢BF9m� �®®E®®mm®mm®mm®mom 1G' MIN. TRANSITION 3s 8" ]" rTOP case z O4 C% - IPLATE CURe GUTTER CATCH BASIN `W CN CAST NG --'--_- C4-1 OVERALL UTILITY PLAN - ,pHHH�1111° N 3u - 10' TAPER CURB TRANSITION NIN l 3 Daroe 33a3 NOT YO SCALE Po OJ.S'♦° x 1 CIVIL DETAILS " a TYPICAL TREATMENT BASIN NO SCALE L2-1 LANDSCAPE DETAILS }� 4� Ot" STANDARD IT, N0. 0 OUTER CONTROL STRUCTURE EU—TION TABLE O SHO. A B 955.00 95800 M%9'ri CWR�IDE�INGTE 7;' •yP' E 1` C CSP oIE. TOP OF WEIR -L'• ELEVATION S• ENI EI.F 'i is :P•., INVERT • �..: �•r• IEVATION-G '•`... •. •:'�'.' WEIR/ORIFICE GAI.VANIZEDGRATT ISPLm 4 I'OPEH NGk- IFMERGFNCY OVE0.iLOW1 T� S[RCTE ISO MANHOLE O72 -H E CHURCEOPENINGSIZE-F ELO —WEIR INVERT ELEVATgN -G ION PIPE PELSVAERr AMM. � OUTLE ELEVATION INLETe A— I B 6 N ORANL WEVA _"'U GHOANLL BE GROUTED PRECAST BASE SLAB BOINSIDETH ANO WEIR TO BE REINFORCED WITH AT OUTSIDE Of THESTRIR'NRE. LEAST R, REBAR 12' ON CENTER. OUTLET CONTROL I mill STRUCTURE- 4318 WEIR/ORIFICE / I I / I i 7 L / I 1 / I 1 I I y;^ I. • 1 +e• SURMOUNTABLE CONCRETE ' CURB /AND GUTTER NO Raso O.1 -S"° STANDARD PLATE NO. D . 1 i 0 0 A0 O RJ9 18415 6 a Drawn By ZHW Checked By VJV Review Data SUU MOUNTABLE CURB AND CURER TO BE FORMED INTO A 8618 TYPE CURB AT CATCH CO -1 BASIN LASTING. en[ID®m®®®1552®®_.➢BF9m� �®®E®®mm®mm®mm®mom 1G' MIN. TRANSITION I AND GUTTER 8" ]" rTOP case EXPANSION JOINT DESIGN GUTTER E GRACE .618 CURB A 704 GUTTER AT EXPANAON JOINT tI `-2 N0. 4 RU EBARS ON EACH BIDE OF CASTING 10 FEET LONG IN UNGTH 8619 CU0.B GUTTER TO l GUTTER IPLATE CURe GUTTER CATCH BASIN `W CN CAST NG --'--_- C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 w3>•®maID©mD®® w3>•®ma9F2.1mOI®®�®mm wvE®m®®m®®mmmmmmmI�® w3a®m®mmmm��ml-�I�CONCRETE "®' �®'CT's® ®�®O[SnBELIm�® 10' TAPER CURB TRANSITION CURB AND GUTTER NOT YO SCALE Po OJ.S'♦° x 1 OUTER CONTROL STRUCTURE EU—TION TABLE O SHO. A B 955.00 95800 M%9'ri CWR�IDE�INGTE 7;' •yP' E 1` C CSP oIE. TOP OF WEIR -L'• ELEVATION S• ENI EI.F 'i is :P•., INVERT • �..: �•r• IEVATION-G '•`... •. •:'�'.' WEIR/ORIFICE GAI.VANIZEDGRATT ISPLm 4 I'OPEH NGk- IFMERGFNCY OVE0.iLOW1 T� S[RCTE ISO MANHOLE O72 -H E CHURCEOPENINGSIZE-F ELO —WEIR INVERT ELEVATgN -G ION PIPE PELSVAERr AMM. � OUTLE ELEVATION INLETe A— I B 6 N ORANL WEVA _"'U GHOANLL BE GROUTED PRECAST BASE SLAB BOINSIDETH ANO WEIR TO BE REINFORCED WITH AT OUTSIDE Of THESTRIR'NRE. LEAST R, REBAR 12' ON CENTER. OUTLET CONTROL I mill STRUCTURE- 4318 WEIR/ORIFICE / I I / I i 7 L / I 1 / I 1 I I y;^ I. • 1 +e• SURMOUNTABLE CONCRETE ' CURB /AND GUTTER NO Raso O.1 -S"° STANDARD PLATE NO. D . 1 i ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 —.loucksinc.com inDrhe Gnsuhnn I .: LF,�aN,ecU a HN Pena TIMM Bs U, I M CRre t Co I M W mA CAO dm.+ mM,m ' a b rclmemR ° h. All m 'nal . � Nenmml 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE 1.11011,11,11 - �c4A' Van 0 0 A0 O RJ9 18415 6 NEENAH R-3067 CASTING OR EQUIVALENT Drawn By ZHW Checked By VJV Review Data SUU MOUNTABLE CURB AND CURER TO BE FORMED INTO A 8618 TYPE CURB AT CATCH CO -1 BASIN LASTING. 10MIN. TBANSmON SURMOUNTABLE CURB 1G' MIN. TRANSITION I AND GUTTER 8" ]" rTOP case EXPANSION JOINT DESIGN GUTTER E GRACE .618 CURB A 704 GUTTER AT EXPANAON JOINT tI `-2 N0. 4 RU EBARS ON EACH BIDE OF CASTING 10 FEET LONG IN UNGTH 8619 CU0.B GUTTER TO l GUTTER IPLATE CURe GUTTER CATCH BASIN `W CN CAST NG --'--_- C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARYSEWER& Y TAPER (( 10' TAPER CURB TRANSITION (8618) AT CATCH BASIN NOT YO SCALE Po OJ.S'♦° x 1 CIVIL DETAILS STANDARDo 10PLATE NO. LANDSCAPE PLAN ■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 —.loucksinc.com inDrhe Gnsuhnn I .: LF,�aN,ecU a HN Pena TIMM Bs U, I M CRre t Co I M W mA CAO dm.+ mM,m ' a b rclmemR ° h. All m 'nal . � Nenmml 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE 1.11011,11,11 - �c4A' Van Dell-Pf Lice �&iY 41352Dat 10/06/20/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Data 01/26/21 CO -1 COVER SHEET C1-1 EXISTING CONDITIONS C7-2 DEMOLITION PLAN C2-1SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARYSEWER& WATERMAIN PLAN C5-1 - C5-6 STREET & STORM SEWER PLAN C8-1 - C8-3 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPEB BUNKET� TO OVERLAP BOTTOM '�� ENO OF BLANKET ) `,� y1N BURIED IN 6" DEEP Il'y'� VERTICAL TRENCH NQ W0 FIBER BUNKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.]K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM Of 6". PLASTIC OR W000 BIOOEGRADALE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLLS. ECO TAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASffN WOOD FIBER BLANKET. 3 WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE No SCALE STANDARD Mn GOT 2173 ��.Yan 0`ell-PE MACHINE SUCED OR PREASSEMBlEO BRACKETS MIN. 2 1/3' BOVE GROUNp OPTION 4S APPROVE. BY THE— ENGINEER. 6"X6" EARTH FILL I II Loucks Project No. ENCS 6ATEPIA, APRON CENTER SECONDARY SIGH M BMUM32 KNETRATION Drawn By REE. ..DOT 3086 Checked By VJV NOME FRLED WITH CONCRETE SILT FENCE NO SCALE FURNISH AND INSTALL NEW SIGNS STREET &STORM SIGN NUMBER �8 COYYENTS "RAP.... ��TY° STANDARD PLATE NO. LANDSCAPE DETAILS 9" PL4TE5 Al WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPEB BUNKET� TO OVERLAP BOTTOM '�� ENO OF BLANKET ) `,� y1N BURIED IN 6" DEEP Il'y'� VERTICAL TRENCH NQ W0 FIBER BUNKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.]K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM Of 6". PLASTIC OR W000 BIOOEGRADALE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLLS. ECO TAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASffN WOOD FIBER BLANKET. 3 WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE No SCALE STANDARD er t e ��.Yan 0`ell-PE BRACKETS STREET SIGNS AS DIRECTED-� BY ENGINEER Loucks Project No. 18415 SECONDARY SIGH INTERSECTIONS Drawn By POST SHALL BE PLACED IN A 12' DIA. % 2' DEEP Checked By VJV NOME FRLED WITH CONCRETE 01/26/21 FURNISH AND INSTALL NEW SIGNS STREET &STORM SIGN NUMBER SIGN COLOR SIZE COYYENTS L1-1 R1-1 y7DP REO 30'x 30" ON RED LANDSCAPE DETAILS 9" PL4TE5 Al DROP INLET PROTECTION ON GREEN sE� NOTEPO�S NEXT..cHMATBEASTA 3C SB xRDM�o NBW ZTE[cOLO ROI.SD CPOSFS. THE POALv�HRE STEEL 5 SIGN BASE M TERIAL SHALL BE ALUMINUM. TIE STROD 111E SIGNS B.Al BE BRACNET AND PULED ABO. TRE —1 SK.. uouxTEn IN AN EAB. ^ STREET N41E SIGNS S— HAVE HIGH INTENSm PRISMATIC - ETROREFIECDVE SHEEnNG I— rnP ETA - DD.MORD GRAD VIP 111 n1M(ASfu TYPE SNEEDSu OTIFORSIGNS RETROREEMCDVE ITN TxE HxFSOtA1N51 M111 LTION TNATIIC CDNiRoI DEVICES ?' TOP SIGN AND STREETNAME ULIAI SIGN "_. s j.STY° STANDARDPLATENO. WOOD FIBER ADJACENT BLANKET MULCH PROPERTY END OF UPPEB BUNKET� TO OVERLAP BOTTOM '�� ENO OF BLANKET ) `,� y1N BURIED IN 6" DEEP Il'y'� VERTICAL TRENCH NQ W0 FIBER BUNKET SHALL BE PLACED AND STAPLED ACCORDING TO Mn/DOT SPECIFICATION 2575.]K2 WITH THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERLAPPED A MINIMUM Of 6". PLASTIC OR W000 BIOOEGRADALE STAKES OR STAPLES SHALL BE USED IN PLACE OF METAL WIRE STAPLLS. ECO TAKES AND BIOSTAKES ARE ACCEPTABLE PRODUCTS FOR USE TO FASffN WOOD FIBER BLANKET. 3 WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE No SCALE STANDARD er t e ��.Yan 0`ell-PE Lice � Dat 41352 10/06/20 Loucks Project No. 18415 Project Lead INTERSECTIONS SO�L4TE LA0.150 WIDE O TEN ON TO ACCOMODATE LUMINAIRE HOLOPHANE MONGOOSE LUMINAIRE WATT MPS NULTIVOLT VERTICAL TE .MUSS BRONZE FINISH APPROVED EOVAL MTG. HT. POUND TAPERED POLE NOTE: t. FINISH-EPDXY PRIMER 2 FINISH BRONZE THERMO-SET ACRTUC 3. FOR USE WITH UCNONG TYPE I FOUNDATION (SEE PLATE 809) S" X B" 4. IF SPEED O MIT OF ADJACENT ROI MINIMUM � IS 40 MPH OR 1E55 THE FOUNDATION NA...N. SCALE . BE E—NDED 24" ABOVE FINISHED GROUND. (l) NUT COVER 3fi" 3 24" OR 3/4" 7 SEE PLATE 809 -++ E. - LIGHT UNIT TYPE I STANDARD PLATE NO. INPD SURFACE PUBLIC ROAD 4 1"-2' WASHED ROCK — _ ROCK CONSTRUCTION ENTRANCE NO SCALE E 3e t er t e ��.Yan 0`ell-PE Lice � Dat 41352 10/06/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CS -1 - CS -IS STREET &STORM SEWER PLAN CR -1 - C83 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS - DROP INLET PROTECTION NO SCALE sE� =Y O.I.Se ` 1.. GAl STM ° 807 S ° STANDARSOSUTE LA0. 3a" DIA, 141. coupuns ..IN TROUGH BOLT CIRCLE (B.C.) PER MANUFACTERER PROJECT ANCHOR BOLTS (4) ABOVE TOP OF BASE AS PEP YANUGAMIIRER RECONMENDATION3. PROVIDE DOUBLE NUTS FOR LEVELING UNIT (ONE ABOVE AND ONE BELOW BASE GUNGE) CNOR BOLTS TO BE FURNISHED BY ANUfdCTURER. B.C. SHALgD L BE VERIFIED WITH MANUFACTURER 3.5" MINIMUM DISTANCE iROM CONCRETE SURFACE C O TO FIRST STIRRUP —FINISHED GRACE •`FELT JOINTS AS REO'D Y (B) /4 REBAR d j3 REBAR STIRRUPS `s ^ 1/Y % 12' OROt O' GROUND ROD Q IF SPEED UNIT OF ADJACENT ROAD � IN EVERT THIRD FOUNDATION IB b MPH OR LESS THE FOUHpAl1ON �O AS DLR. BY THE ENGINEER EEXTENDED 24" ABOVE E FINISXEDD. GPOIOTHERWISE ONLY yD° 3/4" ABOVE FINISHED GROUND. LIGHTING UNIT TYPE I FOUNDATION �8 �Cne STANDARD NO. JJ AW. SHANE FAG D�O�U oOG DROP [IN- W- NLET WITH GFATE TYPE if (MONO -MONO FABRIC) BAG FlLLEO WNN 1.5' CLEAN 'SEWER ROCK' OR fi" SILT SOCK 5 ADDITIONAL 18" OF GEOTEXFILE WRAPPED AROUND THE WOOD 3"X a" AND SrAPLs�. gEOMIN.ICRFATCR ON ALLE SIDES OF THE INLET COVER. PLACE GEOTE%TILE UNDER INLET COVER.(1J WOOD 2"%4" EXTENDED B" BEYOND GRATE WIDTH ON BOTH SIDES. _ 01 ALL GEOTE%TILL USED FOR INLET PROTECTION SHALL BE MONOFIIAMENi IN BOTH DIRECTIONS. MEETING SPEC. 3886 K FOR MACHINE SLICED. ® WIYCO'S MAY BE USED IN PLACE OF ABOVE. ® ALL DROP INLET PROTECTION SHALL BE REMOVED PRIOR TO WINTER FREEZE. EMERGENCYOVERFIOW- RIP IN GFOTEMLERAP er t e ��.Yan 0`ell-PE Lice � Dat 41352 10/06/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 CS -1 - CS -IS STREET &STORM SEWER PLAN CR -1 - C83 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS - DROP INLET PROTECTION NO SCALE sE� =Y O.I.Se ` 1.. GAl STANDAR507�TE NO. 6RICER b�? nxu C T55PEOFlm LEVTTION RTPIA[CFTB gPFWRH RIP BASIN OVERFLOW LO 3070 Ntt 34®�) 21? � 10 NO 10 NQ� STAKES PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MA%� SLOPE OF 15X k 2" TRENCH 3 a � BREAKS IN SILT SOCK SHALL BE LOCATE. A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. ® SOCK'S SHALL BE OVERLAPPED d MINIMUM OF 24" WITH THE UPSLOPE 510E INFRONT. (� SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. K SIL wD SOCK o% MIIS O at ST STANDARSOBLATE LA0.THE FRo_ EDTREAT ECBLOCIM USNDfR 14'IN Uo0.E00THlC 14".16• - iB 4' C6" GROIfr PIPET E ACKWELDfD DGE OFTHE FILLTNNU CASING PIPE TwRRRsu6 SOWN SAKE. BOTH NOS. WpUfll SIFELCnSING EUITMEIFR 6HTlt BE THE O.p.OF THE CARRIER PIPE awl orCHR FOR STEEL BAND BE PER CRADOIEGRRIOEROPIPE PIPE LENC,-THA TO RF6TON GSING PIPE �Nrs6cn srFEL BTNDI±THU51. 1. STEEL CA SING PIPE FOR NCKINC.BORING SHTLLCONFORMTO ASTM UESgNTTgry 7252, GRAUE2ORT6rM UESIGNnTOFNMA139. GFAUE B. - GANTERWI55 LI BEAPPROVEU BY ENGINEER PRIORY. USE 2 SER OF WOOD BIOCKINGARE RF�UIREO FOR EACH S[CTgN OF P6E ' 3 LIZE SPT<ER BTNINPIAC'F Of GNOUT. MUSTBE APPROVED BY THE ENGNEf0. o STEEL CASING ° 4009 NP. ■■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.rnm D fi�ua Prepnrrd h fM1v Con.ohem d� Nis crole-^ ire N. CPmuhe.r ryufmalPlud ervri,m for ore xoMM VrmPecl 0 0"a PrPNtt TlreaP Capp Olm NN mt tr wM mNGLmm u N's Projw , r. fw mmPlPrmv xm q 0 ..iUwrt .. n avel ny I�e r�aAYnTs � PmrM�ou^ n�miINH 10 of U 0 dewing Glm m orma eMmfe. rcP mJy. ARem ervol o PM Tc Jme CADD Rlm Yid nv madem Uc(VII iek°f lFaIAP.Nr ineun9suh lavuem addimns adma�r..�a uwt P,m'•+.n naa w...ne° aM ma°. mm Ne c��.�o-r„ him air K au rcwRmmN„iP.. dmm..r�a nx6nHL... 01/26/21 CITY SUBMITTAL PROFESSIONAL SIGNATURE EWVMm I am a duly Ucemed ProFe 'onaL AWrz of [he State of Min(n`e�sowt\a (`V_ CO -1 COVER SHEET C1-1 EXISTING CONDITIONS C7-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES er t e ��.Yan 0`ell-PE Lice � Dat 41352 10/06/20 Loucks Project No. 18415 Project Lead VJV Drawn By ZHW Checked By VJV Review Date 01/26/21 C41 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN CS -1 - CS -IS STREET &STORM SEWER PLAN CR -1 - C83 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS j TYPICAL DOUBLE UNIT W/ FRONT DRIVEWAYS LANDSCAPE PLAN I ® •� �..:.=�- � ter, -o.■ ® Ce —m ; 4� •j, , r4 .a'•'eeeei a o m F 37 .■ill!lIII. g� Sir c6 _ © �1 `av'�e''• 't a `L�• a s 70th Street Northeast 0 50 100 LANDSCAPE PLAN SCALE IN FEET CALL 9FroRe YOU 1101GROUNDCOVER LEGEND I ANI)SCAPF RFOI IIRFMFNS T Gopher State One Call TWIN CITY AREA: 651—KN-0002 TOLL FREE 1-800-252-1168 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 651A54 D2 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THEAC CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. SOD/TOPSOIL- SEE NOTES (2750 SY) ROCK MULCH - 1-1/2" GREY TRAP ROCK - 4' DEPTH _--- - ---- 0 20 40 TYPICAL SINGLE UNIT LANDSCAPE PLAN SCALE N FEET PLANT SCHEDULE REQ'D PROP OVERSTORY TREES -2 TREES PER UNIT 164 DECIDUOUS TREES EXISTING DECIDUOUS OVERSTORY TREES EXISTING CONIFEROUS TREES 32 8 BOTANICAL NAME PROPOSED DECIDUOUS OVERSTORY TREES -2.5" Cal PROPOSED CONIFEROUS TREES - 6' Ht. CONTAINER 109 15 TOTAL TREES 40 124 _--- - ---- 0 20 40 TYPICAL SINGLE UNIT LANDSCAPE PLAN SCALE N FEET PLANT SCHEDULE Nt pl•, spe6fi.1wAO was prepared by me or under my direct se � tltyat I am a duly Uanzed tandscepe Arhi� the laws of the State of MinnesoAa. DECIDUOUS TREES QTY ICOMMONNAME BOTANICAL NAME SIZE CONTAINER AB 23 AUTUMN BLAZE MAPLE Acer freemanii'Autumn Blaze' B & B 2.5"Cal SGM 12 SIENNA GLEN MAPLE Acer freemanii'Sienna Glen' B & B 2.5"Cal SKH 8 SKYLINE HONEYLOCUST Gleditsia tliacanthos'Skycole' B & B 2.5"Cal QA 12 QUAKING ASPEN Populus tremuloides 25 gal C4-1 QS 12 SWAMP WHITE OAK Quercus bicolor B & B 2.5"Cal NP 8 NORTHERN PIN OAK Quercus ellipsoidalis B & B 2.5"CWI BL 161 BOULEVARD LINDEN Tilia americana'Boulevard' IB&B 2.5"Cal RL 16 IREDMOND LINDEN ITTa americane 'Redmond' IB&B 2.5"Cal NH 112 1 NEW HORIZON ELM Ulmus carpinifolia'New Horizon' IB&B 2.5"Cal EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME I SIZE 7 BLACK HILLS SPRUCE Picea glauce'Densata' B&B �CONTAINERBS WP 8 WHITE PINE Pinus strobus B&B SHRUBS I QTY ICOMMONNAME BOTANICALNAME I SIZE ICONTAINER BLS 1479 1 BIRCH -LEAF SPIREA Spirea x betulifolia'Tor 15 gal 24" HGT GRASSES IQTY ICOMMONNAME BOTANICAL NAMESIZE CONTAINER FG 1328 1 FEATHER REED GRASS Calamagrostis x acutiflora'Kad Foerster 11 gal PERENNIALS I QTY ICOMMONNAME BOTANICAL NAME SIZE CONTAINER SSD 489 1 STELLA SUPREME DAYLILY Hemerocallis x'Stella Supreme' 11gal AFS 1443 1 AUTUMN FIRE SEDUM Sedumx'Autumn Fire' 11 gal CONIFEROUS SHRUBS IQTY ICOMMONNAME 1BOTANICALNAME I SIZE CONTAINER Si IfEd SCANDIA JUNIPER Juniperus Sabina'Scandia' Isgal TY 27 TAUNTON YEW Taxus x media'Taunton' S gal 18" SPRD TEA 8 TECHNITO ARBORVITAE Thuja occidentalis'Bailjohn' 5 gal TG 124 1 TECHNY GLOBE ARBORVITAE Thuja occidentafs'Techny Globe 15 gal i■LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com ono fl m •wd br Uw v s:onwllanr P:olR+. rM1h P.•iatt IM Ccn."lun rzs k::ae qday sbR rye)act T+P claUDn film. r x he u w n atldmo"s o. Ab n't a 11 awnpkwlan ttwF;w� w�Mwm w w.w H Mr Cwuulom. wrM Cwmuhmn'u a P^+':al oxen :" y bo wmm,arw" aaa ,.nro".. ony. as mrw,tw"a w .,,wa ddobem and Mat poM+M1-SII M1dd N::"less."d i".1�m"iry me Cwmulront4 6allrnpanYbiPries, Ml,.x a"d u� iva... 01/26/21 CITYSUBMITTAL 1 hereby certify th Nt pl•, spe6fi.1wAO was prepared by me or under my direct se � tltyat I am a duly Uanzed tandscepe Arhi� the laws of the State of MinnesoAa. �t-n'��. LA Lice 2 10 24610 Dat Loucks Project No. 18415 Project Lead VJV Drawn By GAJ Checked By GAJ Review Date 01/26/21 s ODA COVERSHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN CS -1-05-6 STREET &STORM SEWER PLAN C8-1 - C8-3 CIVIL DETAILS L1-1 LANDSCAPE PLAN 1.2-1 LANDSCAPE DETAILS 1 I DECIDUOUS TREE PLANTING SCALE: 1/2' =1'-0" THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES INA PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE. CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARYTO MAINTAIN PLUMB. 16"x2" 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. NO MULCH IN CONTACT WITH TRUNK -SEE NOTES OR SPECS. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES -SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. ■■ LOUCKS Deciduous Tree Pia ting.dwg GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUTAND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECTS LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'-0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THATTRENCHES DO NOT CUTTHROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. IRRIGATION NOTES VERIFY PROPOSED IRRIGATION SYSTEM LAYOUTAND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION ASA PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL SODDED AND LANDSCAPED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. IRRIGATION IS NOT NEEDED IN NATIVE SEEDED AREAS. 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 SHALL NOT SPRAY ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE A RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTINGS AND SOD AREAS HAVE BEEN ESTABLISHED. 2 CONIFEROUS TREE PLANTING SCALE: 1/2" = V-0" THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES. PRUNE ANY DAMAGED BRANCHES AFTER PLANTING IS COMPLETE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SAFETY FLAGGING - ONE PER WIRE MULCH -4" DEEP -SEE NOTES OR SPECS. MULCH MUST NOT BE IN CONTACT WITH TRUNK. BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRACTOR 15 RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. i■ LOUCKS Coniferous Tree PI-thg.dwg I LANDSCAPE INSTALLATION COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/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. MULCH FOR TURF SEEDED AREAS SHALL BE TYPE 5 WOOD FIBER HYDROMULCH CONFORMING WITH MNDOT 3884. MULCH FOR SEEDED AREAS WITH SLOPES 15% OR GREATER SHALL BE MNDOT CATEGORY 1, STRAW RD 1S BLANKET CONFORMING WITH MNDOT3885. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO 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 SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V -CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN T ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS 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 PLAN. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE 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 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27-3-3 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. REFER TO PIAN SHRUBS TO BE PLACED 50 THAT TOP OF d [hat 18" MIN. CONTAINER SITS FLUSH WITH PROPOSED GRADE. f C2-1 PLANTING SOIL- SEE NOTES OR SPEC. 24610 Dat MULCH - 3" DEPTH - SEE NOTES OR SPEC. C- 18415 LANDSCAPE FABRIC - SEE NOTES OR SPEC. 3 � ; EDGING MATERIAL -SEE NOTES OR SPEC. Checked By GAJ EDGE VARIES - REFER TO PLAN 01/26/21 SEWER PLAN C8-1 -CB-3 J I nyt 7�/.i LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SHRUB PLANTING so LOUCKS 3 Shrub Planting.dwg SCALE: 3/4" = V-0" VARIES SEE PLANI i O PERENNIAL PLANTING 4 SCALE: 3/4" - V-0" MULCH -3" MIN DEPTH -SEE NOTES EDGING MATERIAL -SEE NOTES EDGE VARIES - REFER TO PLAN 12' DEPTH (MIN) LOAM PLANTING SOIL - SEE NOTES LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING ■■ LOUCKS WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. COMMERCIAL GRADE 5" BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. MULCH SHALL BE CLEAN SHREDDED HARDWOOD MULCH WITH UNIFORM PIECE SIZE. ALLANNUALAND PERENNIAL BEDS TO RECIEVE 3" OF MULCH WITH NO WEED BARRIER. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP MULCH WTH A FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE 4" DEEP 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 SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. ROCK MULCH SHALL BE 1"-1-1/2' GREY TRAP ROCK, 4" DEEP OVER A FIBER MAT WEED BARRIER. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/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. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASEIPEST CONTROL CONTRACTOR SHALL WARRANTY NEW PLANT MATERIALTHROUGH ONE CALENDAR YEAR. WARRANTY SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING 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 JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15- OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST 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. i■ LOUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com O files c Fend br d tunedlam k. sM1 Frolett arc of Ne Ceauhav C�akni,"+ul .ensak. me adels o'dmnu C0.0n fibs Adl wt Nd m6w pmlau soTM ,var br r mclerk ss"ie�. w �+Lao om,lr[ed m otirn„n wqe. lv b n,mrrea,�o" o"d rvl.,."M oay�al �"„�ai a ”"=wmwrd or dskli"maM sFa�vrt, shill h Id bmdess a"d Fdem th Coweairttrum am all�aparsid9hex •buns, a"d 1—tie. 01/26/21 CITYSUBMITTAL I hereby certiy:haethis plan, specifcadon rtwaz prepared by me a under my direct suyyy d [hat I am a duly limrsed IaedscapeArtrti of the Sate of r Ne laws f C2-1 Lice 24610 Dat C3 -2-C3-3 Loucks Project No. 18415 Project Lead VJV Drawn By GAJ Checked By GAJ Review Date 01/26/21 00-1 COVERSHEET C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3 -2-C3-3 SWPPP&NOTES C4-1 OVERALL UTILITY PLAN C4 -2-C4-7 SANITARY SEWER& WATERMAIN PLAN C5-1 - C54 STREET & STORM SEWER PLAN C8-1 -CB-3 CIVIL DETAILS 11-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review No. 2 1-Hakanson 111Anderson ENGINEERING REVIEW Residential Subdivision Preliminary Plat for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, City Administrator Audra Etzel, City Clerk Dan Licht, City Planner Dave Kendall, City Attorney Steve Kroiss, Otsego Finest Homes LLC Vicki Van Dell, Loucks Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: February 12, 2021 Proposed Development: Villas at Kittredge Crossings Development SW 1/4 of the SE 1/4 of Section 26, T121, R24. Generally North 70t" Location: Street, East of Kittredge Parkway and West of Kalland Avenue Applicant: Steve Kroiss, Otsego Finest Homes LLC Developer: Otsego Finest Homes, LLC 80 South 8t" Street, Suite 1850 Minneapolis, MN 55402 Owners of Record: Otsego Land LLC 80 South 8th Street, Suite 1850 Minneapolis, MN 55402 Purpose: The Villas at Kittredge Crossings is a proposed 82 -unit single family residential development on +11.67 acres in the City of Otsego, Wright County, Minnesota. The 15t Addition will consist of 26 twin and detached homes. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban 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), Minnesota Pollution (but not limited to) Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILABLE PRELIMINARY PLAT FINAL PLAT CONSTRUCTION AND GRADING PLANS COVER SHEET EXISTING CONDITIONS DEMOLITION PLAN SITE PLAN GRADING PLAN SWPPP UTILITY PLAN AND PROFILE STREET AND STORM PLAN AND PROFILE DETAILS LANDSCAPING STORMWATER MANAGEMENT WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:Wlunicipal\Aotsego23xx\2330.13 Villas at Kittredge Crossings\A-REVIEW PHASE\OT2330.13 RVW2(revised).docx INFORMATION AVAILABLE Final Plat for Villas at Kittredge Crossings, received 1/26/2021, by Loucks Construction and Grading Plans for Villas at Kittredge Crossings, dated 1/26/2021, by Loucks Storm Water Management Report for Villas a Kittredge Crossings, dated 1/26/2021, by Loucks Preliminary Plat for Villas at Kittredge Crossings, dated 1/26/2021, by Loucks ALTA/NSPS Land Title Survey, dated 8/26/2020, by Loucks Geotechnical Report for Hunter Hills, dated 9/4/2019, by Haugo Geotechnical Services. Wetland Delineation Report for 71St Street, dated 8/23/2018, by Kjolhaug Environmental Services Company, Inc. Wetland Delineation Notice of Application, dated 8/27/2020 Environmental Assessment Worksheet dated 5/18/2020 Original Kittredge Crossings Information Construction Plans for Kittredge Crossings (Phase I), dated 3/1/2004, by MFRA Grading Plans for Kittredge Crossings, dated 3/9/2005, by MFRA Construction Plans for Kittredge Crossings (Phase II), dated 4/13/2005, by MFRA Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 S:\Municipal\Aotsego23xx\2330.13 Villas at Kittredge Crossings\A-REVIEW PHASE\OT2330.13 RVW2(revised).docx PRELIMINARY PLAT 1. The Preliminary Plat is being submitted concurrently with the Final Plat submittal. The required existing conditions, grading, and proposed utilities are not shown in the preliminary plat but are shown in the final plat and will be commented on in those following sections. 2. The following information is required to be shown in the Preliminary Plat. a. Existing zoning classifications for land in and abutting the subdivision shall be shown on the plan. (21-6-2.B.2.) b. Existing NWL and HWL 100 -year flood elevations within 150' of the plat (for existing storm basins and wetlands) shall be shown on the plan. (21-6-2.B.9.) c. Boundary lines of adjoining unsubdivided or subdivided land, identified by name and ownership within 150'. 3. It has been determined that the large wetland in the middle of the lot was created by the previous Kittredge Crossings grading of the area. The previous development also include the purchase of wetland credits for impacting the existing wetlands on this lot. Therefore there are no wetland impacts proposed that need to be replaced or mitigated for. This is the reason for the very different layout of the entire lot from the August 2020 preliminary plat submittal. FINAL PLAT 4. It appears that there is a drainage and utility easement over all of the existing Kittredge Crossings Outlot H that shall need to be vacated. 5. See comment 44. CONSTRUCTION AND GRADING PLANS COVER SHEET 6. Provide a benchmark(s) and datum (should be NGVD 1929) on the cover sheet. 7. Plans shall be signed by a registered engineer. EXISTING CONDITIONS 8. Existing NWL and HWL 100 -year flood elevations (for existing storm basins and wetlands) shall be shown on the plan. (21-6-2.B.9.) 9. Size, and type of existing sanitary sewers, watermain, storm sewer, and other underground facilities within 150' shall be provided. PAGE 4 S:\MunicipaMotsego23xx\2330.13 Villas at Kittredge Crossings\A-REVIEW PHASE\OT2330.13 RVW2(revised).docx 10. Show location, names, widths of existing streets, sidewalk, buildings, etc within 150'. The wetland receiving the storm water discharge from this site on the west side of Kittredge Parkway and the park parking lot and driveways on the north side of 71St Street shall be shown as well. DEMOLITION PLAN 11. The trees along Kittredge Parkway boulevard shall be saved to the extent possible. This appears to be accomplished with the revised site layout. 12. The curb and gutter along 71 st Street at the east future entrance/driveway shouldn't be removed until the next phase of construction when that driveway is to be constructed. 13. The watermain connection to Kittredge Parkway (between lots 8 and 9) will not be necessary. Plug the end of the stub after the excess pipe is removed. 14. The connection to STMH #306 will likely required removal and replacement of the existing sidewalk. The plans shall indicate this. SITE PLAN 15. Provide a clear 1St Addition boundary line on all sheets. The plans include all the improvements for the future phases as well. Clearly mark the end of the proposed current construction. We recommend all future site improvements shall be in a background color to aid in identifying the limits of construction. 16. List/Label setback line distances in the plans. The setbacks between the houses appear to be only 12.33' (labeled on the preliminary plat and agrees with scaled dimension on final plans) which is less than the 14' required. 17. 701/2 Street NE shall be named 71th Lane NE. 18. A 10' wide bituminous trail shall be constructed with the initial phase of the development. The trail is shown in the overall plan but no detail or information is provided for it in the plans. A profile of the trail shall be included in the plans. 19. Label the NWL and HWL elevation for the wetland on the west side of Kittredge Parkway (receives the storm water discharge of the new proposed pond). 20. Confirm the existing street grade along both entrances at 71 St Street. A concrete valley gutter will be required across the new private drive entrances if this less than 1%. 21. We would recommend using a minimum 15' radii at the private drive entrance at 71St Street (currently 10' radii are called out). 22. Notes 13 & 14 on sheet C2-2 can be removed. The City of Otsego do not license contractors and no right-of-way permit is needed from the City of Otsego just approval of these plans and a fully executed development agreement. PAGE 5 S:\Municipal\Aotsego23xx\2330.13 Villas at Kittredge CrossingsWREVIEW PHASE\OT2330.13 RVW2(revised).docx 23. The distance between lots where water, sanitary, and storm sewer are located is only 14 foot. A minimum 20 foot wide easements centered on the pipe are required. Steel casings for each of these pipes are being provided instead of the required seperation which is acceptable but the sanitary sewer manhole #1 is very close to a building corner will be very difficult to maintain in the future once these homes are constructed (less than 10' separation from building for a 17' deep manhole). The manhole and/or houses shall be moved to provide a minimum of 1:1 (-17') separation from the building pads. GRADING PLAN 24. List/Label setback line distances in the plans. 25. The central storm pond shall be reshaped to be less square and to provide a more natural look. 26. The entire private drive has cross -slope towards the east. Provide arrows showing this cross - slope direction. 71s' Street slopes to the west. A transition is going to be needed to match the existing 71 st Street at the new entrance. Provide additional detail (spot elevations, grade arrows with %) showing how this transition is to be made. 27. The emergency overflows (EOFs) for the street low points shall be labeled. All garages shall be a minimum of 1.5' above this overflow elevation. 28. The EOF elevations for the pond/basin have overlapping text next to Lot 26 and cannot be read. All houses adjacent to this pond shall have lowest openings a minimum 1.5' above this EOF elevation. 29. The grading between the rear of lots adjacent to Kittredge Parkway appears to require retaining walls (exceeds 4:1 slopes). Review and confirm and note that retaining walls will be required. 30. A 10' wide bituminous trail shall be constructed with the initial phase of the development. This will require grading along the north side of 70th Street. UTILITY PLAN 31. See comments 415 and #24. 32. The irrigation service shall be shown in the plans. 33. Hydrant coverage is insufficient. A maximum spacing of 300' (150' radius) is required. 34. A wet -tap into the existing 10" watermain in 71 St Street will not be allowed. This connection shall be made by cutting in a 10"x8" tee. 35. The castings for structures 203 and 205 should be drive over castings, Neenah R-3501 PAGE 6 S:\Municipal\Aotsego23xx\2330.13 Villas at Kittredge Crossings\A-REVIEW PHASE\OT2330.13 RVW2(revised).docx 36. Label the anticipated (planned) stub inverts at the connections in the profiles. 37. Please label the size of the steel casing/sleeve between the buildings in the profiles. 38. Additional valves are required at all the tees and at the connection points to the existing waterman along 711t Street. See attached redline for valve locations. 39. Provide sanitary service wye stationing on the plans. A couple of services appear to be directly into manholes which will not be allowed. 40. The insulation between the storm sewer and watermain shall be a minimum of 4" thick. 41. Provide a typical distance from the back of curb for each of the water service curb stops. All shall be the same along the private streets and those along 71' Street shall also be the same. STREET AND STORM PLAN 42. Provide horizontal curve information for the private drives. These are private streets, though we still recommend that all street meet 30 mph design speeds. Some vertical curves do not meet this requirement. 43. Provide stationing in the plan view for the "20' access roads" at the south ends of Kittredge Lane and Kalland Lane. Provide a street grade in the profile for both of these access streets. 44. Provide drainage/cross slope arrows on the streets in the plan views. Provide additional drainage arrows and spot elevations along each intersection radii. At the intersections to 71St Street the pedestrian ramps will require details showing elevations/slopes meeting ADA requirements. 45. The north end of profile of Kalland Avenue has a break in the profile (-7%) without a vertical curve. This is not allowed. 46. Draintile will be needed within the private drive to drain the street section. Show the draintile locations in the plans. 47. The intersection curb radii shall be labeled. We recommend using a minimum 15' radii. 48. The central ponds NWL, 2 -yr, 10 -yr, and 100 -yr HWL elevation labels shall be provided in the storm sewer sheets. 49. The sumps in the storm sewer manholes are not required by the City and the pond will be wet pond so no pretreatment is required. The sumps are on a private storm sewer line so will need to be regularly cleaned and maintained by the home owner's association. We recommend removing these sumps from the manholes to eliminate the need for the association to clean them. DETAILS PAGE 7 S:\Municipal\Aotsego23xx\2330.13 Villas at Kittredge Crossings\A-REVIEW PHASE\OT2330.13 RVW2(revised).dccx 50. Provide a drain tile detail (recommend Otsego Standard Plate 412) SURFACE WATER MANAGEMENT 51. Provide justification as to why infiltration is not an option for the site. Also note all volume reducing methods being used, if any. 52. If infiltration is not applicable because of D type soils the hydrology model shall use D types soils in the calculations. 53. It is unclear why the NW pond is modeled with a starting elevation of 959.80. 54. Provide street spread calculations for the private drive. With no intermediate catch basins all the water flows the far north or south. Verify that there will be a minimum of 1-12' drive lane open during a 10 -yr storm. WETLANDS 55. No comments. OTHER CONSIDERATIONS 56. The draft soil borings are included in the stormwater management plan but a full Geotechnical report shall be submitted. SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above items being addressed. PAGE 8 S:\Municipal\Aotsego23xx\2330.13 Villas at Kittredge Crossings\A-REVIEW PHASE\OT2330.13 RVW2(revised).docx