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HomeMy WebLinkAbout#26 - 9450 Hudson Blvd. PUD PlansSTAFF REPORT DATE: 12/20/2022 MOTION TO: City Council FROM: Molly Just, Planning Director ITEM: Final PUD – 9450 Hudson Boulevard BACKGROUND: The City Council is being asked to consider a request by SRD 2.0 for approval of the Final PUD plans for 9450 Hudson Boulevard. The Final Plat was approved by the City Council at the November 1st meeting. The Development Agreement will be brought to Council once the terms have been set between staff and the developer. Consistent with Council direction, staff is considering an approach to phasing public improvements that is more appropriate for vertical development without extensive public infrastructure like new streets and stormwater ponds. This will be reflected in the Development Agreement. Staff have reviewed the application for the Final PUD and found the application consistent with the Preliminary PUD approved with conditions. Staff is recommending approval of the request subject to meeting the conditions of approval listed in this report. ISSUE BEFORE THE CITY COUNCIL Should City Council approve the Final PUD for 9450 Hudson Boulevard? 2 GENERAL INFORMATION: Applicant: SRD 2.0 LLC of 900 N. Third Street, Minneapolis, MN 55401 Property Owner: DPS-Lake Elmo, LLC of 6007 Culligan Way, Minnetonka, MN 55345 Location: North of Hudson Boulevard, west of Julia Avenue PID#: 34.029.21.34.0012 Request: Final PUD Plan approval Site Area: 14.15 acres Land Use Guidance: 2040 Comprehensive Plan – Mixed Use Commercial Zoning: MU-C PUD (Mixed Use Commercial/PUD) Surrounding Land Use Guidance: Mixed Use Commercial to the west, Medium Density Residential to the North, High-density residential (The Springs) across Julia Avenue to the east, and Hudson Boulevard and I-94 to South. History: Final Plat approval November 1, 2022. Zoning Map Amendment, Conditional Use Permit & Preliminary Plat & PUD Plan approval August 16, 2022. Deadline for Action: Application Complete – 10/6/2022 60-Day Deadline – 12/5/2022 Extension to 60-Day Deadline – 11/9/2022 – 120 Day-Deadline is 2/3/23 Applicable Codes: Article 18 – Planned Unit Development Regulations PROPOSAL DETAILS/ANALYSIS Consistency with Preliminary PUD. Staff reviewed the application for Final PUD and found the application consistent with the Preliminary PUD approved with conditions. The Preliminary PUD was approved for parking placement in front of the daycare center and for density at 15.57 units per acre. No change is proposed with the Final PUD. Buildings. The Final PUD plans depict a daycare facility and a multifamily building. GODDARD SCHOOL FACING JULIA AVE. 3 Landscape Architect Comments. On October 24th the Landscape Architect reviewed the Final PUD application (complete review memo attached) and wrote: “Please see attached updated memo. I added the stormwater management vegetation concerns – recommending a more detailed maintenance plan / schedule for the stormwater facilities weed management. I also recommended that the fence along the north property line be extended to fully satisfy the Screening requirement. It currently screens the parking lot only, which satisfies the parking lot landscaping code 105.12.480(e) but does not meet (f) in its entirety.” Engineering Comments. On November 5, 2021, the City Engineer reviewed the final pud application (complete review memo attached) and wrote: “Please see the attached engineering review comments for the Lake Elmo Apartments (9450 Hudson Boulevard) Final Plat application. I believe the final plan can proceed forward with the contingent approvals identified in my memo.” Fire Department Comments. On October 7th the Fire Chief reviewed the Final PUD and wrote: “FD has reviewed the revised apparatus turning exercise and this meets the needs of the fire department. FD has reviewed the fire hydrant locations and find them to be acceptable. FDC location will be reviewed with the contractor at the time of fire sprinkler plan review. All other comments from the 9/9/22 FD memo have been reviewed and are incorporated into plans.” 4 DRAFT FINDINGS Staff and the Planning Commission recommend approval of the Final PUD Plan for 9450 Hudson Boulevard based on the following findings. 1) That the Final PUD Plans are generally consistent with the Preliminary PUD Plans as approved by the City of Lake Elmo on August 16, 2022 by resolution 2022-079. 2) That the Final PUD Plans are generally consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 3) That the Final PUD Plans are consistent with the general intent of the Mixed Use Commercial zoning district with PUD modifications. 4) That the Final PUD Plans are generally consistent with the City’s Zoning Code except for parking placement for the daycare center and the maximum allowed density. 5) That the Final PUD Plans are generally consistent with the Lake Elmo Design Guidelines and Standards Manual. 6) That the Final PUD Plans must be revised to be consistent with the City’s engineering standards and as noted in the City Engineer’s memorandum. 7) That the Final PUD Plans must be revised to be consistent with the City’s landscape plan and tree replacement standards pursuant to the Landscape Architects memo. 8) That the Final PUD Plans are generally consistent with the City’s fire department standards. 9) That the Final PUD Plans meet the minimum requirements for a PUD including minimum lot area, open space and street layout. 10) That the Final PUD Plans meet one or more of the required PUD objectives identified in Article 18 including providing: Planned unit developments should not be allowed simply for the purpose of increasing overall density or allowing development that otherwise could not be approved. a. Innovation in land development techniques that may be more suitable for a given parcel than conventional approaches. b. Promotion of integrated land uses, allowing for a mixture of residential, commercial, and public facilities. c. Provision of more adequate, usable, and suitably located open space, recreational amenities, natural resource protection and other public facilities than would otherwise be provided under conventional land development techniques. d. Accommodation of housing of all types with convenient access to employment opportunities and/or commercial facilities; and especially to create additional opportunities for senior and affordable housing. e. Preservation and enhancement of important environmental features through careful and sensitive placement of buildings and facilities. f. Preservation of historic buildings, structures or landscape features. g. Coordination of architectural styles and building forms to achieve greater compatibility within the development and surrounding land uses. h. Creation of more efficient provision of public utilities and services, lessened demand on transportation, and the promotion of energy resource conservation. i. Allowing the development to operate in concert with a redevelopment plan in certain areas of the City and to ensure the redevelopment goals and objectives will be achieved. j. Higher standards of site and building design than would otherwise be provided under conventional land development technique. 5 11) That the Final PUD Plans include amenities that are worthy of amenity points to increase the overall housing density in the development from a max of 15 units per acre to 15.57 units per acre. The qualifying amenity is the provision of interior and exterior plaza amenities and that the indoor amenities exceed the 1,000 sqf. requirement. This amenity qualifies for 5 points (5%) of bonus density or 8 units. See Article 18, Table 16-2. Recommended Conditions of Approval. Staff recommends the Planning Commission recommend City Council approval of the Final PUD for 9450 Hudson Boulevard with the following conditions: 1. That before the Final Plat of DPS Lake Elmo 3rd Addition may be recorded the applicant shall obtain approval from the City Council for any needed easement vacations. The Final Plat shall be updated to reflect any vacations to the satisfaction of the City Attorney before the City will release the Final Plat for recording. 2. That the Final PUD plans would be for the parcel with the PID 34.029.21.34.0012. 3. No construction may begin until the applicant has received City Engineer approval for the Final Construction Plans; the applicant has obtained from the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 4. That prior to the City releasing the Final Plat for recording the plans shall be revised to address the comments in the City Engineer’s memo dated October 20, 2022 and any carryover comments from the preliminary plans. 5. That prior to the City releasing the Final Plat for recording the plans shall be revised to address the comments in the Landscape Architect’s memo dated October 24, 2022. 6. That prior to the City releasing the Final Plat for recording the plat shall be revised to address the issues identified in the Plat Opinion letter dated October 26, 2022. 7. That the applicant’s Storm Water Management Plan shall meet both City and South Washington Watershed District requirements. 10. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 11. That the PUD overlay zoning allow for the following: A. Parking located between the daycare building and the street (Julia Avenue); B. Residential density at 15.57 units per acre. 12. That the development shall incorporate stormwater reuse for irrigation as approved by the City Engineer. 13. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work. 14. Before the installation or construction of any subdivision identification signs or neighborhood markers within the development, the developer shall submit sign plans to the City for review and obtain a sign permit from the City. 15. Before the execution and recording of a final plat for the development, the developers shall enter into a Developer’s Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. 6 FISCAL IMPACT: There would be no fiscal impact to the City. When the property develops, it will have urban services and will pay sewer and water connection charges, building permit fees and the like that the developer and/or contractors will pay. This section of Hudson Boulevard will be built out. PUBLIC COMMENT: A public hearing notice was sent to surrounding property owners on November 2, 2022 and published in the Stillwater Gazette on November 4, 2022. On November 14th the Planning Commission held a public hearing and voted to recommend City Council approval of the project with conditions. No members of the public commented on this application. OPTIONS: 1. Approve with recommended conditions of approval; 2. Table action with specific reasons; or 3. Deny the Final PUD Plan, citing findings of fact for denial. RECOMMENDATION: “Move to approve Resolution 2022-1240, approving the Final PUD Plans for 9450 Hudson Boulevard based on the findings of fact and conditions outlined in the staff report.” ATTACHMENTS: 1. City Engineer’s memo 2. Landscape Architect’s memo 3. Plans 4. Resolution No. 2022-124 1 CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022-124 RESOLUTION APPROVING THE DPS LAKE ELMO 3RD ADDITION FINAL PLANNED UNIT DEVELOPMENT (PUD) PLANS WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, SRD 2.0 LLC, 900 North Third Street, Minneapolis, MN 55401 submitted application to the City of Lake Elmo (“City”) for a Final Plat and Final PUD Plan for the DPS Lake Elmo 3rd Addition, a copy of which is on file in the City of Lake Elmo Community Development Department; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on May 23, 2022 to review and consider a Preliminary Plat and Preliminary PUD approval request; and WHEREAS, the consensus of the Lake Elmo Planning Commission was to recommend to the City Council approval of the Preliminary Plat and Preliminary PUD subject to conditions of approval; and WHEREAS, the City Council reviewed and approved the Preliminary Plat and PUD Plan at its August 16, 2022 meeting subject to conditions of approval; and WHEREAS, the proposed DPS Lake Elmo 3rd Addition Final Plat and Final PUD Plan includes two lots for a 190 unit rental multifamily building and a day care center on a 14.15 acre site at 9450 Hudson Boulevard (PID 34.029.21.34.0012); and WHEREAS, the City Council reviewed the DPS Lake Elmo 3rd Addition Final Plat at its meeting held on November 1, 2022 and approved the Final Plat subject to conditions of approval; and WHEREAS, the City Council reviewed the DPS Lake Elmo 3rd Addition Final PUD Plan at its meeting held on December 20, 2022 and made the following findings of fact: 1) That the DPS Lake Elmo 3rd Addition Final PUD Plans is consistent with the Preliminary Plat and PUD Plans as approved by the City of Lake Elmo on August 16, 2022 by resolution 2022-079. 2) That the Final PUD Plan is consistent with the intent of the 2040 Lake Elmo Comprehensive Plan and the 2040 Land Use Map for this area. 3) That the Final PUD Plan complies with the general intent of the Mixed Use Commercial zoning district with PUD modifications. 2 4) That the Final PUD Plan generally complies with the City’s Zoning Code except for parking placement for the daycare center and the maximum allowed density. 5) That the Final PUD Plan generally complies with the Lake Elmo Design Guidelines and Standards Manual. 6) That the Final PUD Plan must be revised to be consistent with the City’s engineering standards and as noted in the City Engineer’s memorandum. 7) That the Final PUD Plan must be revised to be consistent with the City’s landscape plan and tree replacement standards pursuant to the Landscape Architects memo. 8) That the Final PUD Plan is consistent with the City’s fire department standards. 9) That the Final PUD Plan meets the minimum requirements for a PUD including minimum lot area, open space and street layout. 10) That the Final PUD Plan meets one or more of the required PUD objectives identified in Article 18 including providing: Planned unit developments should not be allowed simply for the purpose of increasing overall density or allowing development that otherwise could not be approved. a. Innovation in land development techniques that may be more suitable for a given parcel than conventional approaches. b. Promotion of integrated land uses, allowing for a mixture of residential, commercial, and public facilities. c. Provision of more adequate, usable, and suitably located open space, recreational amenities, natural resource protection and other public facilities than would otherwise be provided under conventional land development techniques. d. Accommodation of housing of all types with convenient access to employment opportunities and/or commercial facilities; and especially to create additional opportunities for senior and affordable housing. e. Preservation and enhancement of important environmental features through careful and sensitive placement of buildings and facilities. f. Preservation of historic buildings, structures or landscape features. g. Coordination of architectural styles and building forms to achieve greater compatibility within the development and surrounding land uses. h. Creation of more efficient provision of public utilities and services, lessened demand on transportation, and the promotion of energy resource conservation. i. Allowing the development to operate in concert with a redevelopment plan in certain areas of the City and to ensure the redevelopment goals and objectives will be achieved. j. Higher standards of site and building design than would otherwise be provided under conventional land development technique. 11) That the Final PUD Plan includes amenities that are worthy of amenity points to increase the overall housing density in the development from a max of 15 units per acre to 15.57 units per acre. The qualifying amenity is the provision of interior and exterior plaza amenities and that the indoor amenities exceed the 1,000 sqf. requirement. This amenity qualifies for 5 points (5%) of bonus density or 8 units. See Article 18, Table 16-2. NOW, THEREFORE, BE IT RESOLVED THAT the City Council does hereby approve the DPS Lake Elmo 3rd Addition Final PUD Plan subject to the following conditions: 1. That before the Final Plat of DPS Lake Elmo 3rd Addition may be recorded the applicant shall obtain approval from the City Council for any needed easement vacations. The Final 3 Plat shall be updated to reflect any vacations to the satisfaction of the City Attorney before the City will release the Final Plat for recording. 2. That the Final PUD plans would be for the parcel with the PID 34.029.21.34.0012. 3. No construction may begin until the applicant has received City Engineer approval for the Final Construction Plans; the applicant has obtained from the City all applicable permits, easements and permissions needed for the project; and a preconstruction meeting has been held by the City’s engineering department. 4. That prior to the City releasing the Final Plat for recording the plans shall be revised to address the comments in the City Engineer’s memo dated October 20, 2022 and any carryover comments from the preliminary plans. 5. That prior to the City releasing the Final Plat for recording the plans shall be revised to address the comments in the Landscape Architect’s memo dated October 24, 2022. 6. That prior to the City releasing the Final Plat for recording the plat shall be revised to address the issues identified in the Plat Opinion letter dated October 26, 2022. 7. That the applicant’s Storm Water Management Plan shall meet both City and South Washington Watershed District requirements. 10. The applicant/developer is responsible, at their own expense, for installing all required improvements in and adjacent to Julia Avenue and Hudson Boulevard. 11. All storm water facilities internal to the site shall be privately owned and maintained. A storm water maintenance and easement agreement in a form acceptable to the City shall be executed and recorded with the final plat. 12. That the PUD overlay zoning allow for the following: A. Parking located between the daycare building and the street (Julia Avenue); B. Residential density at 15.57 units per acre. 13. That the development shall incorporate stormwater reuse for irrigation as approved by the City Engineer. 14. If necessary, the applicant shall provide the City with a copy of written permission for any off-site grading work and storm sewer discharges to adjacent properties before starting any site work. 15. Before the installation or construction of any subdivision identification signs or neighborhood markers within the development, the developer shall submit sign plans to the City for review and obtain a sign permit from the City. 16. Before the execution and recording of a final plat for the development, the developers shall enter into a Developer’s Agreement with the City. Such an Agreement must be approved by the City Attorney and by the City Council. The Agreement shall delineate who is responsible for the design, construction and payment for the required improvements with financial guarantees therefore. The Agreement shall outline any approved phasing plan. 4 Passed and duly adopted this 20th day of December, 2022 by the City Council of the City of Lake Elmo, Minnesota. ___________________________________ Mayor Charles Cadenhead ATTEST: ____________________________________ Julie Johnson, City Clerk     PAGE 1 of 2  MEMORANDUM         Date:  October 20, 2022       To:  Molly Just, Planning Director  Re:  Lake Elmo Apartments (9450 Hudson Boulevard)  Cc:  Marty Powers, Public Works Director    Final Plat/Plan Review    Dustin Kalis, Fire Chief      Cc:  Chad Isakson, PE, Assistant City Engineer      From:  Jack Griffin, PE, City Engineer          An engineering review has been completed for the Lake Elmo Apartments Final Plat/Plans located at 9450 Hudson  Boulevard. The review consisted of the following documentation received on October 3, 2022:   Preliminary Plat dated September 13, 2022.   DPS Lake Elmo 3rd Addition Final Plat, September 27, 2022.   Lake Elmo Apartments Site Development Plans dated September 23, 2022.   Stormwater Management Report dated September 23, 2022.      STATUS/FINDINGS: STATUS/FINDINGS: Please  see  the  following  review  comments  relating  to  the  Final Plat  application. No construction plan review memo has been prepared as the submitted construction plans were  significantly incomplete.      FINAL PLAT AND EASEMENTS  1. The Final Plat shall not be recorded until the City Engineer approves the final construction plans.  2. Final Construction Plans and Specifications must be prepared in accordance with the latest version of the  City  Engineering  Design  Standards  Manual,  dated  January  2022,  using  City  details,  plan  notes  and  specifications and meeting City Engineering Design Guidelines.  3. Final Construction Plans and Specifications submitted with the Final Plat application were incomplete and  will require significant quality control review and plan revisions prior to resubmittal for city review and  comment. The construction plans must be revised to meet city format requirements including use of plan  and profile sheets for all utilities, the consistent use of stationing on all plan sheets, accurately presented  plan scales and legends, producing plan sheets using scalable drawings in both full size and 11 x 17 plan  sets,  fully  labeling  and  dimensioning  critical  elements  for  each  applicable  plan  sheet,  completing  all  labeling and details for typical sections consistent with city standard typical sections, labeling all contours  when shown, and using current city standard details and plan notes whenever available. In addition, the  design documents must include project specifications using current city design standards.  4. Final  Plat  approval  must  be  contingent  upon  the  applicant  completing  improvements  to  Hudson  Boulevard as part of the site development improvements. The Hudson Boulevard Improvements must be  completed in conformance with the Hudson Boulevard Design Standards, with an Urban section along the  north boulevard and bituminous trail along the full frontage of the development parcel, and then properly  tapered to match existing conditions as approve by the City Engineer. The project plans will require  revisions to Hudson Boulevard to include mill and overlay along Hudson Boulevard for the full extent of  the of the construction limits.   FOCUS ENGINEERING, inc.  Cara Geheren, P.E.   651.300.4261  Jack Griffin, P.E.                651.300.4264  Ryan Stempski, P.E.  651.300.4267  Chad Isakson, P.E.  651.300.4285      PAGE 2 of 2  5. No construction on the Project may begin until the applicant has received City Engineer approval for the  Final Construction Plans; the applicant has obtained and submitted to the City all applicable permits,  easements and permissions needed for the project; and a preconstruction meeting has been held by the  City’s engineering department.  6. Final Plat must be contingent upon a revised Storm Water Management Plan meeting both City and  SWWD rules and design standards.    The  revised  Stormwater  Management  Plan  and  Grading  plan  submitted  with  the  Final  Plat  is  significantly  different  than  the  plans  proposed  for  Preliminary  Plat  approval  and  is  no  longer  compliant with city requirements and design standards. Significant plan revisions will be required, in  particular to providing 2 feet of vertical separation from all structure low floor elevations and any  adjacent stormwater basin 100‐year HWL elevation.   The SWMP executive summary is incomplete and requires additional summary information for city  review, including 100‐year HWL elevations for all proposed basins, an itemization of all proposed  basins and the mitigation benefit provided by each one, and correcting stated city requirements.   Stormwater mitigation now includes a proposal that includes stormwater reuse. While to city strongly  promotes the use of stormwater reuse, the application provides no design documentation or plans  showing the proposed infrastructure, and no exhibits that detail areas to be irrigated or that supports  any  underlying  assumptions  made  in  the  SWMP.  The  SWMP  plan  must  be  revised  to  provide  supporting calculations and exhibits for the proposed plan with all stormwater BMPs named and  labeled consistently between the SWMP and project plans.   Soil borings are required in accordance with the City Engineering Design Standards Manual dated  January 2022 to verify the feasibility of infiltration or lack thereof. The borings submitted to date for  the proposed project have not been taken within several proposed BMP footprints.  7. No Outlots are proposed as part of the Final Plat.  8. A 100‐foot right‐of‐way dedication along Julia Avenue is shown on the Final Plat as required, to replace  existing Public Roadway Easement per Doc No 4228019, and existing Drainage and Utility Easement per  Doc No 4007704. The existing easements should be vacated if deemed necessary by the City Attorney.  9. Additional right‐of‐way dedication is required at the Hudson Boulevard and Julia Avenue Intersection to  ensure the proposed trail is fully incorporated into the right‐of‐way.  10. Drainage and utility easements are shown to be dedicated on the Final Plat, as required along all lot lines,  including a minimum 10‐foot‐wide easement along Julia Avenue. Easements along the public right‐of‐way  must be dedicated for use by small/dry utilities and therefore must be free from any encroachments and  must maintain grades that do not exceed 4:1.  11. Dedicated utility easements will be required over all public watermain and sanitary sewer as determined  by the City Engineer and Public Works Director. Utility easements are shown on the Final Plat as required.  Easements revisions may be necessary to reflect any changes to the utility layout and alignments.  12. All easement areas must be free from all encroachments other than those approved by the City Engineer  and upon execution of an easement encroachment agreement. Prohibited encroachments include, but  are not limited to trees, landscaping, fences, retaining walls, and building structures.  13. A stormwater maintenance and easement agreement in the city’s standard form of agreement must be  executed and recorded with the Final Plat for all privately owned stormwater facilities, including the 100‐ year  high  water  level  areas,  maintenance  access  roadways  and  benches  and  to  protect  all  overland  emergency flow paths. The stormwater drainage and utility easements are not shown on the Final Plat as  they will be dedicated with the maintenance agreement. The stormwater drainage and utility easements  must be revised as required by the City Engineer and Public Works Director, to cover all storm water  basins proposed for the site and the easement(s) accurately shown on the Preliminary Plat, site plans,  utility plans and grading plans.  14. Final Plat approval must be contingent upon the applicant providing to the city all off‐site permanent or  temporary construction easements required to construct the development improvements.  15. Written  permission  or  permit  must  be  acquired  and  provided  to  the  city  prior  to  construction  plan  approval for any proposed work or encroachment in the existing gas Main easement.  16. No pipe oversize costs are anticipated for this development.  Memo File: 227704974 To: Molly Just, City of Lake Elmo Planning Director From: Sarah Harding, Landscape Architect Mark Flicker, Landscape Architect Subject: City of Lake Elmo Landscape Plan Review 9450 Hudson Boulevard Final Plat/PUD Review #5 Date: October 24, 2022 Submittals • 9450 Hudson Boulevard Apartments – Revised Final Plat/PUD Submission Packet, dated September 23, 2022, received on October 3, 2022. Review History • Initial landscape review on March 17, 2022. • Revised landscape review on May 3, 2022. • Revised landscape review on June 9, 2022. • Revised landscape review on September 13, 2022. Location: Northwest quadrant of Hudson Blvd N and Julia Ave N (proposed Julia Ave N extension) Current Land Use Category: Rural Transitional (RT) Future Land Use Category: MU-C (Mixed Use Commercial) within the MUSA South Planning Area Planned Growth Proposed Future Land Use Category: HDR PUD – High Density Residential Planned Unit Development Adjacent and Surrounding Land Use: Commercial (C) to the west of site, Medium Density Residential (MDR-PUD) to north of site, Julia Ave N to east of site, and City of Woodbury commercial and Hudson Blvd / I-94 to the south of site. Tree Preservation: 105.12.470 • A tree preservation plan has been submitted that meets all requirements and meets the Code requirements for replacement. Total Caliper Inches of Significant Trees On-Site (Residential): 13 Cal Inches Common Trees Conifer/Evergreen Trees 13 Hardwood Trees Nuisance Trees 0 Significant Inches Removed On-Site (Residential) 13 Cal Inches Common Trees Conifer/Evergreen Trees 13 Hardwood Trees Nuisance Trees 0 30% Tree Removal Limits (Cal. Inches) Allowed Proposed October 24, 2022 Molly Just, Planning Director City of Lake Elmo Page 2 of 4 Subtract Common Tree Removals 0 Subtract Conifer/Evergreen Tree Removals 3.9 Subtract Hardwood Tree Removals 0 0 Removals in excess of 30% allowances Removals in excess of 30% allowances 9.1 Cal Inches Common Removals in Excess of 30% Allowance 0.0 Conifer Removals in Excess of 30% Allowance 9.1 Hardwood Removals in Excess of 30% Allowance 0.0 Common Tree Replacement Needed (1/4 the dia inches removed) 0.0 Cal Inches Conifer Tree Replacement Needed (1/2 the dia inches removed) 4.6 Cal Inches Hardwood Tree Replacement Needed (1/2 the dia inches removed) 0.0 Cal Inches Common Tree Replacement Required @ 2.5" per Tree 0 # Trees Conifer Tree Replacement Required @ 2.5" per 6' Tall Tree 2 # Trees Hardwood Tree Replacement Required @ 2.5" per Tree 0 # Trees Landscape Requirements: 105.12.480 • A landscape plan for the daycare facility site has not been resubmitted with this application and thus has not been reviewed. Resubmittal of the plans for this portion of the site is required. • A landscape plan for The Hendrix residential site has been submitted that does not include all requirements. − The landscape plan does not include required City standard notes and details. The Applicant has indicated that they are waiting for these from the City. − On Sheet L1.01, the Lake Elmo Landscape Code proposed tree calculations do not match the quantities in the plant schedule and on the plan. − Plans have been updated to show parking lot light locations. − Three (3) Norway Spruce trees are shown within the northern parking lot islands which may reduce vehicular and pedestrian visibility over time. These trees are also 4-ft to 7-ft from underground utilities. Trees should be placed 10-ft from all utilities. Recommend relocating these large evergreens where they will not be a visual or safety barrier and are not a conflict with utilities. − It is not apparent if the stippled hatch around Wet Pond 3P is a maintenance access route, however if it is, 3 YD shrubs and 1 BS evergreen tree will limit access along this route as located. Recommend adjusting their locations outside of this access route if that is the intent. − The dog park area is not noted on the plan. An unlabeled fenced area west of the building is noted as low-maintenance turf, which may conflict with the pea gravel surface treatment noted in the dog park detail if these two areas are the same. Please clarify. • Stormwater Management Vegetation: − 3:1 slopes are shown with low-maintenance turf seed and sod which would be mowed and irrigated per notes on Sheet L1.02, and are shown throughout filtrations basins 4P, and 11P-15P. Verify regular mowing and weed management is achievable within these basin areas and on steep slopes. The filtration basin details conflict with the landscape plan as the detail notes 3-inches of wood mulch throughout the basins; plans show seed or sod. Please clarify. − Wet Pond 3P calls for an iron enhanced sand filter along the bench which as noted on the plan would be under water (top of bench is 1002 to 1003; NWL is at 1003). The detail also suggests that the iron/sand layer is covered by 5-inches of compost and 10-inches of sand which may provide opportunity for volunteer woody vegetation to grow within this compost media. MPCA recommends October 24, 2022 Molly Just, Planning Director City of Lake Elmo Page 3 of 4 iron enhanced sand filters are kept free of plantings within the live storage area of the pond/basin. Recommend Applicant provide detailed maintenance plan and schedule as it relates to vegetation and weed management within the stormwater management facilities. • Perimeter Parking Lot Landscaping: − Information on the fence has been provided for the north property line where the parking lot is abutting residential districts. Fence to be 6-ft cedar fence in conjunction with overstory trees, to satisfy the parking lot landscape requirements. • Screening: − Requirements of 105.12.480 (f) Screening is required between the commercial and residential land uses and the Medium Density Residential to the north, which consists of either a masonry wall or fence in combination with landscape material that forms a screen at least 6-ft in height and not less than 90% opaque. Landscape material shall include trees, planted at a minimum of one deciduous or coniferous tree per forty (40) linear feet along the property line. Additional landscape material such as shade trees or trellises may be required to partially screen views from above. − Screening has not been addressed between the commercial and residential land uses. The Applicant indicated that they are waiting upon final approval from property owner. − The screening fence and landscaping between the Medium Density residential parcel to the north and this residential site should be extended east to the edge of the building (street face edge) and west to the edge of parking lot to fully satisfy the 6-ft height/90% opacity requirement along the entire property line. − Submit details and cross-sections of the proposed screening to meet these requirements. • The landscape plan meets the minimum required number of trees. Site Measurement Code Required Proposed Street Frontage (LF) 1,283 Julia Ave N + Hudson Blvd N Required Street Frontage Trees (1 per 50 LF) 26 26 Development or Disturbed Area (Acres) 12.2 Required Development Trees (5 per Acre) 61 61 Interior Parking Lot Spaces (Residential Lot) 167 Required Parking Lot Trees (1 per 15 Spaces) 12 12 Interior Parking Lot Spaces (Commercial Lot) 49 Required Parking Lot Trees (1 per 10 Spaces) 5 5 Perimeter Parking Lot Frontage (Residential, Non-Street) (LF) 722 North perimeter of residential parking lot Required Perimeter Lot Frontage Trees (1 per 40 LF) 19 19 Perimeter Parking Lot Frontage (Street) (LF) 151 East & south perimeter of commercial parking lot *Required Perimeter Lot Frontage Trees (1 per 50 LF) *Already counted within Required Street Frontage Trees October 24, 2022 Molly Just, Planning Director City of Lake Elmo Page 4 of 4 Screening Perimeter between Land Uses (LF) 350 North perimeter of commercial use bldg & parking lot Required Perimeter Lot Frontage Trees (1 per 40 LF) 9 9 Required Mitigation Trees 2 2 Required Number of Trees 134 134 • The current landscape plan meets the tree species composition requirements: Master Plan Qty % Composition Deciduous Shade Trees 65 49% >25% required Coniferous Trees 52 34% >25% required Ornamental Trees 17 13% <15% required Tree Count 134 Recommendation: It is recommended that a condition of approval include: • Submit an updated landscape plan and details, including screening cross sections, for both sites of the project. Stantec Consulting Services Inc. Sarah Harding, PLA (MN) City of Lake Elmo Municipal Landscape Architect P: (952) 334-4838 E: sarah.harding@stantec.com Offices in Minneapolis Saint Paul St. Cloud 150 South Fifth Street Suite 700 Minneapolis, MN 55402 (612) 337-9300 telephone (612) 337-9310 fax www.kennedy-graven.com Affirmative Action, Equal Opportunity Employer LA515-110-833863.v2 Kennedy SARAH J. SONSALLA Attorney at Law Direct Dial (612) 337-9284 Email: ssonsalla@kennedy-graven.com October 26, 2022 VIA E-MAIL ONLY Ms. Molly Just, Planning Director City of Lake Elmo 3880 Laverne Avenue North Lake Elmo, MN 55042 RE: Plat Opinion for DPS LAKE ELMO 3RD ADDITION Dear Molly: At your request, I have reviewed the title commitment issued by Stewart Title Guaranty Company, as agent for Commercial Partners Title, with an effective date of September 22, 2022 (the “Title Commitment”). I have also reviewed a plat prepared by Sambatek, Inc., which is titled DPS LAKE ELMO 3RD ADDITION (the “Plat”). The Title Commitment purports to cover the following legal description: Outlot B, DPS Lake Elmo. Washington County, Minnesota Abstract Property (the “Property”). Based on my review of the Title Commitment and the Plat, I have the following comments relative to the proposed Plat: 1. Plat execution. The Plat must be signed by: a. The fee owner, DPS-Lake Elmo, LLC, a Minnesota limited liability company. The Plat must be executed with all the formalities of a deed of title. We require a certificate of good standing from the Minnesota Secretary of State and evidence that the fee owner of the Property is authorized to convey the easements dedicated Ms. Molly Just October 26, 2022 Page 2 LA515-110-833863.v2 on the Plat and that the persons signing are authorized to execute the Plat on the fee owner’s behalf. I require review of these instruments. b. The Commitment indicates that there is no mortgage on the Property. If the Property is to be encumbered by a mortgage prior to the recording of the Plat, either a consent to plat must be executed by the mortgagee or the mortgagee must sign the Plat. I require review of any consents to plat. 2. Plat Corrections: a. The fee owner’s name according to the Secretary of State is DPS-LAKE ELMO, LLC. The fee owner’s name should be revised throughout from “DPS-Lake Elmo LLC” to “DPS-LAKE ELMO, LLC”. I require review of these revisions. b. The surveyor may consider revising the spacing between the fee owner’s signature line and the signatory’s title, in order to place the signatory’s title closer to the signor’s name than to the notary block. c. The Surveyor’s notarization block may either be revised from “Mark R. Salo, Licensed Land Survey” to “Mark R. Salo, Licensed Land Surveyor” or “Licensed Land Survey” may be omitted entirely. I require review of this revision. 3. Title Commitment Exceptions. The Plat is subject to the following exceptions: a. Easement for pipeline purposes in favor of Standard Oil Company, an Indiana corporation, its successors and assigns, as contained in Right of Way Conveyance dated August 7, 1946, filed August 26, 1946, in Book 150 of Deeds, Page 219; as assigned to The American Oil Company by Assignment of Rights of Way dated December 31, 1960, filed January 25, 1961, in Book 236 of Deeds, Page 240, as Document No. 212531; as affected by an Agreement Limiting Right of Way Easement dated July 19, 2001, filed August 3, 2001, as Document No. 3172091; as assigned by BP Central Pipelines LLC, a Delaware limited liability company, by Assignment and Conveyance Agreement dated effective September 1, 2019, filed December 5, 2019, as Document No. 4220640. The pipeline easement is depicted on the Plat as Document No. 3172091. The pipeline easement traverses the drainage and utility easements dedicated to the public in the northwestern corner of the Plat. The City should review the easement in order to determine whether it will interfere with any public improvements. b. Mineral and mineral rights reserved in favor of the United States government as shown in Book 209 of Deeds, Page 493. No further action is required. c. Terms and conditions of and easements as contained in Utility Easement dated October 3, 2014, filed November 20, 2014, as Document No. 4007704. The document conveys a permanent drainage and utility easement and a now-expired Ms. Molly Just October 26, 2022 Page 3 LA515-110-833863.v2 temporary construction easement in favor of the City of Lake Elmo. The drainage and utility easement is depicted on the Plat. No further action is required. d. Terms and conditions of and right-of-way easement in favor of the City of Lake Elmo, contained in Right-of-Way Easement, dated January 23, 2020, filed January 23, 2020, as Document No. 4228019. The easement is depicted on the Plat as “public street easement”. No further action is required. e. Terms and conditions of Site Grading Agreement (Springs of Lake Elmo) dated February 7, 2020, filed February 24, 2020, as Document No. 4231927, by and between the City of Lake Elmo, a Minnesota municipal corporation and Continental 483 Fund LLC, a Wisconsin limited liability company. Continental 483 Fund LLC was allowed to begin mass grading and tree removal on the Property and was required to, among other things, furnish to the City of Lake Elmo a letter of credit in the amount of $1,257,125.00. No further action is required. f. Terms and conditions of and easements as contained in Stormwater and Stormwater Quality Treatment Facility Maintenance and Easement Agreement dated February 4, 2020, filed April 10, 2020, as Document No. 4237924. The document conveys a drainage and utility easement to both Continental 483 Fund LLC and to the City of Lake Elmo. The easement is depicted on the Plat. No further action is required. g. Terms and conditions of Temporary Access and Construction Easement and Private Stormwater Maintenance Agreement between DPS-Lake Elmo, LLC and Continental 483 Fund LLC, dated February 4, 2020, filed April 10, 2020, as Document No. 4237927. The temporary easements have expired. The maintenance agreement is still in effect but an assignment and assumption agreement will need to be recorded to reflect the owner of the Property will assuming the obligations for maintenance of the stormwater facilities but that Continental 483 Fund LLC will pay, on an ongoing basis, 50 percent of the maintenance costs. 4. Property taxes and assessments. All real estate taxes must be paid prior to recording. Taxes payable in 2022 are in the amount of $23,694.00 and are fully paid, according to County tax records (PID No.: 34.029.21.34.0012). Base taxes in the amount of $17,943.81 have been paid, and levied assessments as certified to 2022 taxes in the sum of $5,698.19 have been paid. There are no pending assessments. This letter does not purport to set forth every matter relevant to a determination of whether title to the Property is marketable, and no one should rely upon it for that purpose. The sole purpose of this letter is to identify required signatories to the Plat and related issues of interest to the City in connection with platting, as evidenced by the Title Commitment. This opinion is conditioned upon the issuance of a title policy in the amount of $100,000 in favor of the City of Lake Elmo, insuring the City’s interests as they appear on the Plat. Ms. Molly Just October 26, 2022 Page 4 LA515-110-833863.v2 Please contact me if you have any questions regarding this information. Thank you. Sincerely, Sarah J. Sonsalla Sarah J. Sonsalla SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING KNOW ALL PERSONS BY THESE PRESENTS: That DPS-Lake Elmo LLC, a Minnesota limited liability company, owner of the following described property, situated in the County of Washington, State of Minnesota, to wit; Outlot B, DPS LAKE ELMO, WASHINGTON COUNTY, MINNESOTA Has caused the same to be surveyed and platted as DPS LAKE ELMO 3RD ADDITION and does hereby dedicate to the public for public use forever the public ways as shown on this plat and also dedicate the drainage and utility easements as created by this plat. In witness whereof said DPS-Lake Elmo LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 . Signed: DPS-Lake Elmo LLC, a Minnesota limited liability company By: Alan Dale Its: Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this day of , 20 , by Alan Dale as Chief Manager of DPS-Lake Elmo LLC, a Minnesota limited liability company, on behalf of the company. Notary Public, County, Notary Printed Name My Commission Expires I Mark R. Salo do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certification are shown and labeled on the plat; and all public ways are shown and labeled on this plat. Dated this day of , 20 . Mark R. Salo, Licensed Land Surveyor, Minnesota License No. 43933 STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me on this _________ day of _________________, 20______, by Mark R. Salo, Licensed Land Survey. Notary Public, County, Minnesota Notary Printed Name My Commission Expires CITY PLANNING COMMISSION, CITY OF LAKE ELMO, STATE OF MINNESOTA Approved by the Planning Commission of the City of Lake Elmo, Minnesota at a regular meeting thereof on the ______ day of _______________, 20_____. Planning Commission, City of Lake Elmo, Minnesota By: By: Chair, Planning Commission Secretary, Planning Commission CITY COUNCIL, CITY OF LAKE ELMO, STATE OF MINNESOTA This plat of DPS LAKE ELMO 3RD ADDITION was approved and accepted by the City Council of the City of Lake Elmo, Minnesota at a regular meeting thereof held this ______ day of _______________, 20_____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Lake Elmo, Minnesota By: By: Mayor Clerk COUNTY SURVEYOR, COUNTY OF WASHINGTON, STATE OF MINNESOTA Pursuant to Chapter 820, Laws of Minnesota, 1971, and in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this ________ day of ________________________, 20_____. By: By: Washington County Surveyor COUNTY AUDITOR/TREASURER, COUNTY OF WASHINGTON, STATE OF MINNESOTA Pursuant to Minnesota Statutes, Section 505.021, Subd. 9 and Section 272.12, taxes payable in the year 20_____ on real estate hereinbefore described have been paid; and there are no delinquent taxes, and transfer has been entered on this _______ day of _________________, 20_____. By: By: Washington County Auditor/Treasurer Deputy COUNTY RECORDER, COUNTY OF WASHINGTON, STATE OF MINNESOTA Document Number I hereby certify that this instrument was recorded in the Office of the County Recorder for record on this _______ day of _______________, 20______, at ______ o'clock ____ .M., and was duly recorded in Washington County Records By:By: Washington County Recorder Deputy SHEET 1 OF 2 SHEETS DPS LAKE ELMO 3RD ADDITION JULIA AVE NBLOCK 1 LOT 2 LOT 1 SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 2 OF 2 SHEETS DPS LAKE ELMO 3RD ADDITION DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 43933 DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT FOUND AND MARKED BY LICENSE 44530 OR AS NOTED. 0 NORTH SCALE IN FEET 50 100 BEING 10 FEET IN WIDTH AND ADJOINING PUBLIC WAYS AND BEING FIVE FEET IN WIDTH AND ADJOINING SIDE LOT LINES AND REAR LOT LINES, UNLESS OTHERWISE INDICATED ON THIS PLAT. 10 5 5 10 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) THE EAST LINE OF OUTLOT B, DPS LAKE ELMO, ACCORDING TO THE RECORDED PLAT THEREOF, WASHINGTON COUNTY, MINNESOTA IS ASSUMED TO HAVE A BEARING OF SOUTH 00 DEGREES 06 MINUTES 31 SECONDS WEST SEC. 34, T. 29 N, R. 21 W VICINITY MAP NOT TO SCALE NOT TO SCALE H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB TITLE SHEET C1.01 DEVELOPER/OWNER SCHAFER RICHARDSON 900 NORTH THIRD STREET MINNEAPOLIS, MN 55401 612-305-7095 DJENSON@SR-RE.COM CONTACT: DOMINIK JENSON ARCHITECT URBANWORKS ARCHITECTURE, LLC. 901 NORTH THIRD STREET, SUITE 145 MINNEAPOLIS, MN 55401 612-455-3106 DHAALAND@URBAN-WORKS.COM DAVID HAALAND CIVIL ENGINEER SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JBAILEY@SAMBATEK.COM CONTACT: JOSEPH BAILEY LANDSCAPE ARCHITECT SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JWORKMAN@SAMBATEK.COM CONTACT: JOHNNIE WORKMAN SURVEYOR SAMBATEK 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763-476-6010 JWITTSTOCK@SAMBATEK.COM CONTACT: JAY WITTSTOCK BM NO. 1 TNH EAST SIDE OF SITE ELEV.=1019.85 BM NO. 2 TNH WEST SIDE OF SITE ELEV.=1000.13 SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS C2.02 DEMOLITION PLAN C3.01 SITE PLAN C3.02 FIRE TRUCK TURNING EXHIBIT C4.01 GRADING PLAN C4.02 GRADING NOTES C5.01 PHASE ONE EROSION CONTROL C5.02 PHASE TWO EROSION CONTROL C5.03 EROSION CONTROL NOTES AND DETAILS C6.01 UTILITY PLAN C9.01 DETAILS C9.02 DETAILS L0.01 TREE PRESERVATION L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE DETAILS AND NOTES L1.03 LANDSCAPE PLAZA for Final Site Development Plans THE HENDRIX Schafer Richardson Lake Elmo, Minnesota Presented by: NO SCALE VICINITY MAP SITE CONSULTANT CONTACT LIST:BENCHMARKS N.T.S. CITY OF LAKE ELMO SPECIFICATIONS (2019) CITY ENGINEER'S ASSOCIATION OF MINNESOTA STANDARD SPECIFICATIONS (2013) MNDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018 EDITION) GOVERNING SPECIFICATIONS 494 694 94 C7.01 HUDSON BLVD EXISTING CONDITIONS C7.02 HUDSON BLVD REMOVAL PLAN C7.03 HUDSON BLVD STREET PLAN AND PROFILE C7.04 HUDSON BLVD TYPICAL SECTIONS AND TRANSITION PLAN C7.05 HUDSON BLVD GRADING PLAN C7.06 HUDSON BLVD STRIPING PLAN C7.07 HUDSON BLVD EROSION CONTROL PLAN C7.08 HUDSON BLVD EROSION CONTROL NOTES AND DETAILS C7.09 HUDSON BLVD TRAFFIC CONTROL PLAN C7.10 PEDESTRIAN RAMP DETAILS C7.11 C7.12 C7.13 C7.14 C7.15 C8.01 HUDSON BLVD STORM SEWER PLAN & PROFILE C8.02 HUDSON BLVD DETAILS C8.03 WEST DETENTION POND EXPANSION PLAN PEDESTRIAN RAMP DETAILS PEDESTRIAN RAMP DETAILS PEDESTRIAN RAMP DETAILS PEDESTRIAN RAMP DETAILS PEDESTRIAN RAMP DETAILS C9.03 DETAILS HUDSON BOULEVARD N OUTLOT B JULIA AVE N4TH S T R E E T N O R T H 52.1 200.252.1200.266.0 13.766.014.221.824.5 21.524.7 30.248.330.2 48.61004 1005 100610071 0 0 8 1 0 0 9 1010101110121013101410151016101910181020102110221025103010301031101510 1 5 102010191010 1000 1014101410131012101110101009100810071006100510041003100210011000998999997996995994993995 102 0 1 0 2 5 1030 2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 EOF1001FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN TELEPHONE PEDESTALUT ELECTRIC TRANSFORMER UG GAS METER OVERHEAD WIREOW CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE EASEMENT LINE SETBACK LINE BUILDING LINE BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE LEGEND STANDARD DUTY ASPHALT PAVING WATERMAIN SANITARY SEWER FLARED END SECTION STORM SEWER CONCRETE CURB RESTRICTED ACCESS PROPERTY SUMMARY 1. SUBJECT PROPERTIES ADDRESS IS 9450 HUDSON BLVD N, LAKE ELMO. ITS PROPERTY IDENTIFICATION NUMBER IS 34-029-21-34-0012. 2. THE GROSS AREA OF THE SUBJECT PROPERTY IS 14.143 ACRES OR 616,076 SQUARE FEET. 3. THE SUBJECT PROPERTY IS ZONED RURAL TRANSITIONAL (RT), PER ZONING MAP FOUND ON THE CITY OF LAKE ELMO WEBSITE. 4. THE BUILDING(S) AND EXTERIOR DIMENSIONS OF THE OUTSIDE WALL AT GROUND LEVEL ARE SHOWN ON THE SURVEY. IT MAY NOT BE THE FOUNDATION WALL. BENCHMARKS 1. THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TNH EAST SIDE OF SITE ELEV.=1019.85 BENCHMARK #2 TNH WEST SIDE OF SITE ELEV.=1000.13 SURVEY NOTES 1. THE BEARING SYSTEM IS BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING OF NORTH 89 DEGREES 53 MINUTES 57 SECONDS EAST FOR THE SOUTH LINE OF THE SW 1/4, SECTION 34, TOWHSHIP 29 N, RANGE 21 W. 2. FIELD WORK WAS COMPLETED ON 01/27/2022. SCALE IN FEET 0 8040 NORTH H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION REVISED FINAL PUD SUBMISSION 09.23.2022 THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB MRS EXISTING CONDITIONS C2.01 Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Land Surveyor under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202243944 MARK R. SALO 303 HUDSON BOULEVARD N OUTLOT B JULIA AVE N1004 1005 10061 007 1 0 0 8 1 0 0 9 1010101110121013101410151016101910181020102110221025103010301031102010191010 1014101410131012101110101009100810071006100510041003100210011000998999102 0 1 0 2 5 1030 2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 REMOVE EXISTING CURB DEMOLITION NOTES 1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY SAMBATEK DATED JANUARY 31, 2022. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4. CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 6. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 7. THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 8. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 9. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 10. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 12. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 13. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 14. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15. ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 16. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. LEGEND GAS METER HYDRANT LIGHT STORM SEWER DRAINTILE WATERMAIN SANITARY SEWER OVERHEAD ELECTRIC WIREUNDERGROUND TELEPHONE FORCEMAIN (SAN.) UNDERGROUND CABLE TV UNDERGROUND ELECTRICUNDERGROUND GAS LINE WIRE FENCE IRON FENCE WOOD FENCE CHAIN LINK FENCE STONE RETAINING WALL SPRINKLER HEADSH SPRINKLER VALVESV GUARDRAIL HANDRAIL TREE LINE GUARD POST SIGN CONCRETE CURB BUILDING LINE REMOVE UTILITY STRUCTURE REMOVE EXISTING CONCRETE CURB SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING LANDSCAPING REMOVE EXISTING BUILDING DEMO TREE REMOVE EXISTING (DEMO LG) REMOVE UTILITY STRUCTURE DEMO LIGHT REMOVE CHAIN LINK FENCE H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 #### NORTH SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB DEMOLITION PLAN C2.02 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT HUDSON BOULEVARD N OUTLOT B JULIA AVE NPROPOSED BUILDING 49,417 S.F. FFE=1022.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD)(PRIVATE ROAD)GFE=1011.00 STORMWATER POND BOT=993.0 NWL=997.0 HWL=999.75 ADDITIONAL STORAGE CAPACITY = 4296 CU FT FILTRATION BASIN 7PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1015.72 TOP SAND = 1010.22 BOTTOM SAND = 1007.53 INFILTRATION BASIN 1PPRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.17 BOTTOM = 1016.00 WET POND 3P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1005.68 NWL = 1003.00 BOTTOM = 992 FILTRATION BASIN 4P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1008.93 TOP SAND=1006.6 BOTTOM SAND= 1003.6 FILTRATION BASIN 11PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1020.19TOP SAND = 1018.50BOTTOM SAND = 1015.79 FILTRATION BASIN 12P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.69 TOP SAND = 1017.50 BOTTOM SAND = 1014.90 FILTRATION BASIN 13P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1016.99 TOP SAND = 1016.00 BOTTOM SAND = 1013.52 FILTRATION BASIN 14P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1013.42 TOP SAND = 1012.50 BOTTOM SAND = 1010.10 FILTRATION BASIN 15P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1010.78 TOP SAND = 1010.00 BOTTOM SAND = 1007.74 B F F I J B 1012 24 20 16 16 12 824.0'36.0'24.0'18.0'22.0'24.0'7.7'A A B B B B B B B B B F F F I J A 24.0'A R30.0'R30.0 '13.7 '5.0 '10.5 '26.0 ' 22.0'22.0'9.0'5.7'A A A 32.0'K K L L M 15 34R18.0'R 5 . 0 ' R42.0' R1 8 . 0 'R5.0'R15.0' R1 5 . 0 ' R20.0' R20.0'R15.0'R381.0'R350.0'R10.0'R30.0'R1 5 . 0 ' R162.0' R138.0' R138.0' R162.0'R10.0'R150.0'R5.0'R5.0'R5.0'R5.0'Pumper Fire Truck W/W RAD 38 A 14 4 B 18.0'24.0'18.0' 11.3' 7 6 8 SCALE IN FEET 0 6030 NORTH H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 A. BUILDING, STOOPS, STAIRS (SEE ARCHITECTURAL PLANS) B. B-612 CONCRETE CURB AND GUTTER C. B-618 6CONCRETE CURB AND GUTTER D. CONCRETE APRON E. FLAT CURB SECTION F. CONCRETE SIDEWALK G. SEGMENTAL BLOCK RETAINING WALL H. ACCESSIBLE RAMP I. ACCESSIBLE STALL STRIPING J. ACCESSIBLE PARKING SIGN K. TRANSFORMER L. BIKE RACK KEY NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. COORDINATE WITH GRADING CONTRACTOR. 4. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 5. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 6. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 7. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 8. LIGHT STANDARD LOCATIONS ARE FOR REFERENCE ONLY, SITE LIGHTING PLAN IS DESIGN BUILD BY CONTRACTOR. CONTRACTOR SHALL CONFIRM LIGHT STANDARD LOCATION WITH LIGHTING VENDOR. 9. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 10. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE HAVE BEEN DESIGNED WITH A MAXIMUM LONGITUDINAL SLOPE OF 4.5%, AND A MAXIMUM CROSS SLOPE OF 1.5%. THIS IS LESS THAN THE ADA CODE MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). THE MAXIMUM DESIGN SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE IS 1.5%, LESS THAN THE ADA CODE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE OF 2.00% (1:50). THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS PAVEMENT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT AND COORDINATE WITH GRADING CONTRACTOR. 11. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 12. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. DEVELOPMENT NOTES AREA LOT 1 LOT 2 R-O-W NET SITE MAX PERCENT IMPERVIOUS PROPOSED PERCENT IMPERVIOUS PARKING SUMMARY LOT 1 SURFACE PARKING PROVIDED LOT 2 SURFACE PARKING PROVIDED BUILDING SETBACKS FRONT YARD REAR YARD SIDE YARD PARKING SETBACK REAR FROM RESIDENTIAL OPEN SPACE REQUIRED OPEN SPACE PROVIDED MINIMUM LOT SIZE EXISTING ZONING PROPOSED ZONING DEVELOPMENT SUMMARY 471,278 SF 10.819 AC 84,778 SF 1.946 AC 60,021 SF 1.378 AC 616,076 SF 14.143 AC 75% 37.6% 167 STALLS 49 STALLS 20 FT 20 FT 10 FT 20 FT 57,300 SF 168,948 SF 1500 SF PER UNIT RURAL TRANSITIONAL (RT) MIXED USE COMMERCIAL (MU-C)THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB SITE PLAN C3.01 CONCRETE CURB EASEMENT LINE BUILDING LINE RETAINING WALL WETLAND TREE LINE SAW CUT LINE SIGN PROPOSED EXISTING LEGEND BOLLARD ##REGULAR PARKING STALL COUNT 1 KEYNOTE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) BOUNDARY LINE STANDARD DUTY ASPHALT PAVING PROPOSED IMPROVEMENTS BY OTHERS SEE SHEETS C7.01-C8.03 FOR HUDSON BLVD IMPROVEMENTS PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT HUDSON BOULEVARD N OUTLOT B JULIA AVE NPROPOSED BUILDING 49,417 S.F. FFE=1022.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD)(PRIVATE ROAD)GFE=1011.00 STORMWATER POND BOT=993.0 NWL=997.0 HWL=999.75 ADDITIONAL STORAGE CAPACITY = 4296 CU FT FILTRATION BASIN 7PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1015.72 TOP SAND = 1010.22 BOTTOM SAND = 1007.53 INFILTRATION BASIN 1PPRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.17 BOTTOM = 1016.00 WET POND 3P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1005.68 NWL = 1003.00 BOTTOM = 992 FILTRATION BASIN 4P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1008.93 TOP SAND=1006.6 BOTTOM SAND= 1003.6 FILTRATION BASIN 11PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1020.19TOP SAND = 1018.50BOTTOM SAND = 1015.79 FILTRATION BASIN 12P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.69 TOP SAND = 1017.50 BOTTOM SAND = 1014.90 FILTRATION BASIN 13P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1016.99 TOP SAND = 1016.00 BOTTOM SAND = 1013.52 FILTRATION BASIN 14P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1013.42 TOP SAND = 1012.50 BOTTOM SAND = 1010.10 FILTRATION BASIN 15P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1010.78 TOP SAND = 1010.00 BOTTOM SAND = 1007.74 Pumper Fire Truck W/W RAD 38 Pumper Fire Truck W/W RAD 38 H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB FIRE TRUCK TURNING EXHIBIT C3.02 LAKE ELMO FIRE DEPARTMENT VEHICLE INFORMATION WHEEL BASE: 223 IN TIRE SIZE: 425 BUMBER EXTENSION: 24 IN OUTSIDE CURB TO CURB TURNING RADIUS INPUT WHEELBASE: 223 IN INPUT FRONT WHEEL INSIDE TURN ANGLE: 45 DEG INPUT OFFSET FROM KINGPIN TO OUTSIDE OF WHEEL: 16 TURN RADIUS: 33.24 FT WALL TO WALL TURNING RADIUS INPUT WHEELBASE: 223 IN INPUT LENGTH OF EXTENSION: 24 IN INPUT WIDTH OF EXTENSION: 101 IN INPUT FRONT WHEEL INSIDE TURN ANGLE: 45 DEG INPUT RADIUS AT FRONT CORNER: 12 TURN RADIUS: 37.71 40 8 22 Pumper Fire Truck W/W RAD 38 Overall Length 40.000ft Overall Width 8.167ft Overall Body Height 7.745ft Min Body Ground Clearance 0.656ft Track Width 8.167ft Lock-to-lock time 5.00s Wall to Wall Turning Radius 38.000ft HUDSON BOULEVARD N OUTLOT B JULIA AVE N10151 0 2 0 102010111012101310141016101710181019 1 0 211021 1020101610171018101910211022101 0 1006 100710081009 1011 102010171018 1019 102110221022 PROPOSED BUILDING 49,417 S.F. FFE=1022.00 10101015102020' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD)(PRIVATE ROAD)100010051010100110021003100410061007100810091011 1012 1013 1014 1014 10149951000993994996997998999100110021003EOF 1021.45 GFE=1011.00 10101010 10151 0 2 0 EOF1010.73 EOFEOF1011.00EOF EOF 1007. 3 2 EOF1001.001009.94 1010.31 1010.39 1010.26 1009.99 1011.09 1003.00 1002.00 1002.00 1009.00 1003.00 1004.00 1009.00 1009.00 1013.67 1013.67 1013.29 1019.21 1019.21 1015.88 1016.07 1018.451019.06 1019.03 1013.56 STORMWATER POND BOT=993.0 NWL=997.0 HWL=999.75 ADDITIONAL STORAGE CAPACITY = 4296 CU FT 1012.56 1015.55 1019.64 1019.62 1021.37 TC1020.87 GL 1021.20 TC/GL 1021.76 TC/GL 1021.76 TC/GL 1022.32 TC/GL 1022.57 TC1022.07 GL 1019.68 1019.39 1011.49 1010.81 1010.80 1010.99 1010.981010.721010.41 1010.26 1010.77 1010.85 1010.70 1010.07 1009.90 1006.80 1006.36 1006.10 1006.71 1006.84 1007.25 1010.26 1010.06 1010.17 1010.34 1010.46 1010.60 1010.60 1014.41 1014.57 1014.63 1015.02 1015.14 1016.13 1016.25 1016.47 1016.25 1015.96 1015.83 1015.711016.41 1016.73 1019.43 1019.19 1019.43 1019.65 1019.43 1021.53 1021.75 1021.53 1021.88 1021.92 1021.86 1021.921021.91 1021.92 1022.00 1022.00 1021.24 1020.87 1021.14 1021.24 1021.20 1021.23 1021.01 1019.56 1019.15 1012.33 1022.00 1022.00 1022.00 1022.00 1022.00 1019.09 1019.09 1019.55 1022.00 1022.00 1019.55 1022.00 1022.00 TOP OF STAIRS 1021.92 1019.55 1019.55 TOP OF STAIRS 1021.92 TOP OF STAIRS 1021.92 1021.35 1020.69 1021.68 1011.50 1011.09 1011.02 1011.34 1011.42 1011.45 1011.55 1014.32 1014.32 TOP OF STAIRS 1021.92 1019.53 1019.59 1019.32 1012.37 1012.48 1011.38 1012.63 FILTRATION BASIN 7PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1015.72 TOP SAND = 1010.22 BOTTOM SAND = 1007.53 INFILTRATION BASIN 1PPRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.17 BOTTOM = 1016.00 1022.00 1022.00 EOF1010.34WET POND 3P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1005.68 NWL = 1003.00 BOTTOM = 992 1010.77 1011.62 1011.61 1011.14 1009.73 1011.34 1008.40 1010.75 1011.88 1011.88 1010.77 1011.01 1010.78 1011.05 1011.00 1011.42 1011.68 1015.55 1016.01 1016.36 1019.84 1021.00 1021.40 1021.44 1021.52 1021.88 1022.72 1020.91 1021.24 FILTRATION BASIN 4P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1008.93 TOP SAND=1006.6 BOTTOM SAND= 1003.6 FILTRATION BASIN 11PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1020.19TOP SAND = 1018.50BOTTOM SAND = 1015.79 FILTRATION BASIN 12P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.69 TOP SAND = 1017.50 BOTTOM SAND = 1014.90 FILTRATION BASIN 13P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1016.99 TOP SAND = 1016.00 BOTTOM SAND = 1013.52 FILTRATION BASIN 14P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1013.42 TOP SAND = 1012.50 BOTTOM SAND = 1010.10 FILTRATION BASIN 15P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1010.78 TOP SAND = 1010.00 BOTTOM SAND = 1007.74 1012.11 1011.88 1011.88 1011.62 1011.62 1010.97 1010.37 1010.77 1010.77 1010.77 1010.77 1010.881011.12 1009.90 1011.17 BOTTOM OF STAIRS 1019.92 BOTTOM OF STAIRS 1019.92 BOTTOM OF STAIRS 1019.92 BOTTOM OF STAIRS 1019.92 TOP OF STAIRS 1021.92 TOP OF STAIRS 1021.92BOTTOM OF STAIRS 1019.42 BOTTOM OF SAIRS 1019.42 1009.41 1007.32 1021.44 1011.04 1019.27 EOF1010.88EOF1018.7 1009.41 1011.14 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT REINFORCE SPILLWAY BETWEEN FOREBAY AND WET POND IRON ENHANCED SAND FILTER AROUND WET POND NWL. SEE DETAIL C9.03 CONTECH STORMFILTER PROPERTY LINE CONCRETE CURB BUILDING LINE RETAINING WALL TREE LINE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # STORM SEWER DRAINTILE WETLAND LIMITS 800 SPOT ELEVATIONS RIPRAP EOF 902.5 OVERFLOW ELEV. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. STANDARD DUTY ASPHALT PAVING H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB GRADING PLAN C4.01 PROPOSED IMPROVEMENTS BY OTHERS SEE SHEETS C7.01-C8.03 FOR HUDSON BLVD IMPROVEMENTS H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. 3. ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.00% (1:50). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.00% (1:50). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11. EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. a.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. b. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. c. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. d. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. e.BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. f. PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: i. TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. ii. ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, I.E..., BOBCAT. iii.STUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. iv.TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. g. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. h.MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. i. THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13. TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14. FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES a. THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. c. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. d. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. e. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18. DISTURBED AREAS WITHIN WETLAND MITIGATION SITE AND ANY DISTURBED AREAS WITHIN THE WETLAND SHALL BE RESTORED WITH 6 TO 12 INCHES OF ORGANIC SOILS, PREFERABLY SOILS THAT WERE PREVIOUSLY REMOVED FROM WETLAND AREAS. SEEDING IN THE WETLAND MITIGATION AREAS ABOVE THE NORMAL WATER LEVEL SHALL BE MN STATE SEED MIX 34-271, WET MEADOW SOUTH AND WEST, OR APPROVED EQUAL. FOR STATE SEED MIXES, OATS AND WINTER WHEAT SHOULD BE SELECTED BASED ON THE TIME OF YEAR THAT THE MIX IS BEING USED. OATS SHOULD BE INCLUDED IN MIXES IF BEING USED BETWEEN OCTOBER 15TH AND AUGUST 1ST. WINTER WHEAT SHOULD BE USED BETWEEN AUGUST 1ST AND OCTOBER 15TH. THE SEEDING RATE IS THE SAME FOR OATS AND WINTER WHEAT. MIX 34-271 SHOULD BE APPLIED AT 12 POUNDS PER ACRE. SEED SHALL BE WATERED UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 19. FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. 20. NON-VIBRATORY EQUIPMENT MUST BE USED WITHIN THE BP EASEMENT CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. REV. DATE GRADING NOTES 1.FILTRATION BASIN CONSTRUCTION REQUIREMENTS: a.PERMITTEES MUST NOT EXCAVATE IFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE FILTRATION AREA. WHEN EXCAVATING AN INFILTRATION SYSTEM TO WITHIN THREE (3) FEET OF FINAL GRADE, PERMITTEES MUST STAKE OFF AND MARK THE AREA SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE FILTRATION AREA. ONCE STREET AND UTILITY CONSTRUCTION CEASES AND “FINAL STABILIZATION” (AS DEFINED ACCORDING TO SECTION 8 OF THE SWPPP NARRATIVE) OF CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETED, AND ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED, FILTRATION BASIN SHALL BE EXCAVATED TO FINISHED GRADE. b.HEAVY EQUIPMENT SHALL NOT TRAVEL WITHIN THE FILTRATION BASIN AREA. EXCAVATION WITHIN THE FILTRATION BASIN SHALL BE PERFORMED BY USE OF A BACKHOE BUCKET WITH TEETH. CONTRACTOR SHALL DISC OR TILL THE SOILS IF REQUIRED BY THE SOILS ENGINEER. c. FILTRATION BASIN SHALL BE PROTECTED BY SILT FENCE DURING ALL CONSTRUCTION ACTIVITIES. ALL DEPOSITED SEDIMENT DURING CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF INFILTRATION BASIN, IF POSSIBLE. d. ALL FLARED END SECTION INLETS AND CATCH BASIN MANHOLE INLETS SHALL HAVE INLET EROSION CONTROL PROTECTION IN PLACE UNTIL FINAL STABILIZATION BASIN HAS OCCURRED. e. ABOVE THE FILTRATION BASIN OUTLET ELEVATION, INCLUDING THE BERM AND DISTURBED AREAS, A MINIMUM OF 4" DEPTH OF TOPSOIL MATERIAL SHALL BE PLACED TO THE FINISHED GRADE ELEVATION. TOPSOIL SHALL MEET (MN/DOT) SPECIFICATION. THE AREA SHALL BE SEEDED WITH MN STATE SEED MIXTURE 25-131 (LOW MAINTENANCE TURF) APPLIED AT A RATE OF 220 LBS/ACRE, OR MN STATE SEED MIXTURE 35-241 (MESIC PRAIRIE GENERAL) APPLIED AT A RATE OF 36.5 LBS/ACRE. SOD MEETING (MN/DOT) SPECIFICATION 3878.2-B CAN BE SUBSTITUTED FOR SEED.SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED BY USE OF (MN/DOT) SPECIFICATION 3885 CATEGORY 1 EROSION BLANKET.ABSENT A SOIL TEST, FERTILIZER MEETING ANALYSIS 22-5-10 (NPK) 80% W.I.N. SHALL BE APPLIED AT A RATE OF 350 LBS/ACRE FOR SEED MIXTURE 25-131, OR FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER) NATURAL BASE SHALL BE APPLIED AT A RATE OF 150 LBS/ACRE FOR SEED MIXTURE 35-241. f. BELOW THE FILTRATION BASIN OUTLET, INCLUDING BASIN FLOOR, PLACE PLANTING MEDIUM SOIL BASED ON - SITE SOIL CONDITIONS, AND ALSO BASED ON LANDSCAPE ARCHITECT, WATERSHED, AND/OR CITY RECOMMENDATIONS (SEE DETAIL ON PLAN). DISTURBED AREAS TO BE SEEDED WITH MN STATE SEED MIXTURE 33-261 (STORMWATER SOUTH AND WEST) APPLIED AT A RATE OF 35 LBS/ACRE. DRAINTILE INSTALLATION (IF REQUIRED) SHALL BE INSTALLED CONCURRENTLY WITH FLOOR CONSTRUCTION. NOTE: FILTRATION BASIN FLOOR EXCAVATING, PLANTING MEDIUM SOIL PLACEMENT, DRAINTILE INSTALLATION, ETC. SHALL TAKE PLACE ONLY AFTER THE OWNER'S ENGINEER AUTHORIZES CONTRACTOR TO PROCEED AND AFTER FILTRATION BASIN SIDESLOPES (ABOVE OUTLET ELEVATION) HAVE UNDERGONE “FINAL STABILIZATION” WHICH INCLUDES FLUSHING OUT ACCUMULATED SILT AND SEDIMENT FROM CONTRIBUTING STORM SEWER. EXCAVATED BASIN MATERIAL SHALL BE DISPOSED OF DOWNSTREAM OF BASIN AREA, IF POSSIBLE, OR OFF-SITE.SEED APPLICATION PROCEDURE: MIXTURE APPLICATION PROCEDURES SHALL FOLLOW (MN/DOT) SPECIFICATION 2575.3. SEED SHALL BE SECURED BY USE OF HYDRO MULCH, OR SECURED BY (MN/DOT) SPECIFICATION 3885 CATEGORY 1 OR CATEGORY 3 EROSION BLANKET. ABSENT A SOIL TEST, FERTILIZER WITH AN ANALYSIS OF 18-1-8 (NPK) (FOR LOAMS, CLAY LOAM SOIL), OR 17-10-7 (NPK) (FOR SANDS WITH LESS THAN 30% ORGANIC AND CLAY MATTER), NATURAL BASE SHALL BE APPLIED AT A RATE OF 120 LBS/ACRE. g. CONTRACTOR SHALL RESEED OR REPLANT ANY AREAS ON WHICH THE ORIGINAL SEED HAS FAILED TO GERMINATE AS DIRECTED BY THE OWNER'S ENGINEER. h.IF ALTERNATIVE METHODS OF INFILTRATION BASIN CONSTRUCTION ARE PROPOSED BY THE CONTRACTOR, THOSE ALTERNATIVE METHODS WILL REQUIRE WRITTEN APPROVAL BY THE OWNER'S ENGINEER. i. COSTS FOR REMOBILIZATION (IF REQUIRED) TO COMPLETE INFILTRATION BASIN CONSTRUCTION WILL BE CONDUCTED AT THE CONTRACTOR'S EXPENSE. 2.PERFORMANCE TESTING OF INFILTRATION BASINS:(TO BE CONDUCTED IF DESIGN FILTRATION RATE WAS VERIFIED ACCORDING TO ASTM D-3385-03 "STANDARD TEST METHOD FOR FILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER".)ALL COSTS RELATED TO THE PERFORMANCE FILTRATION TESTING SHALL BE PAID BY THE OWNER, EXCEPT AS NOTED. THE FILTRATION BASINS WILL BE TESTED IN ACCORDANCE TO THE FOLLOWING PROCEDURE: a. A MINIMUM OF TWO FILTRATION TESTS SHALL BE COMPLETED FOR EACH FILTRATION BASIN (0.5 ACRE FLOOR AREA OR LESS). THE REQUIRED NUMBER OF TESTS SHALL BE VERIFIED WITH THE SOILS ENGINEER AND THE GOVERNING AUTHORITIES. b. TWO ADDITIONAL TESTS WILL BE REQUIRED FOR EACH 0.5 ACRE OF FILTRATION BASIN FLOOR AREA. c. TEST PROCEDURE WILL FOLLOW ASTM D-3385-09 "STANDARD TEST METHOD FOR FILTRATION RATE OF SOILS IN FIELD USING DOUBLE-RING INFILTROMETER". d. TEST WILL BE CONDUCTED AT THE FINISHED BASIN FLOOR ELEVATION. e. TEST WILL BE FOR A PERIOD AS OUTLINED IN ASTM D-3385-09. f. THE TEST RESULTS WILL BE AVERAGED TO OBTAIN THE FILTRATION RATE USED FOR ACCEPTANCE. g. THE LOWEST MEASURED FILTRATION RATE SHALL EXCEED THE DESIGN INFILTRATION RATE OF 0.8 INCHES/HOUR. IF THE FILTRATION RATE AS TESTED DOES NOT MEET OR EXCEED THE REQUIRED RATE AS DETERMINED ABOVE, CONTRACTOR WILL BE REQUIRED TO COMPLETE SOIL CORRECTIVE AND/OR SOIL REPLACEMENT WORK AS NECESSARY WITHIN THE FILTRATION BASIN AREA AT THE CONTRACTOR'S EXPENSE UNTIL THE INFILTRATION RATE AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. SUBSEQUENT RE-TESTING WILL BE REQUIRED UNTIL THE FILTRATION AS TESTED EXCEEDS THE REQUIRED RATE AS DETERMINED ABOVE. RE-TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE AND WILL BE DEDUCTED FROM THE AMOUNT DUE THE CONTRACTOR. FILTRATION BASIN CONSTRUCTION NOTES THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB GRADING NOTES C4.02 HUDSON BOULEVARD N OUTLOT B JULIA AVE N1004 1005 10061 007 1 0 0 8 1 0 0 9 1010101110121013101410151016101910181020102110221025103010301031102010191010 1014101410131012101110101009100810071006100510041003100210011000998999102 0 1 0 2 5 1030 2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 IP2 IP2 IP2 IP2 IP2 IP2 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 2460 SILT DIKE LINEAR FEET 0 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 1 INLET PROTECTION DEVICE (IP-1)UNIT 0 INLET PROTECTION DEVICE (IP-2)UNIT 6 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES CONCRETE CURB STORM SEWER DRAINTILE CONTOUR RIPRAP OVERFLOW ELEV.EOF 902.5 BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP1 TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP)TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENGRANCE H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB PHASE ONE EROSION CONTROL C5.01 HUDSON BOULEVARD N OUTLOT B JULIA AVE N1004 1005 10061 007 1 0 0 8 1 0 0 9 1010101110121013101410151016101910181020102110221025103010301031102010191010 1014101410131012101110101009100810071006100510041003100210011000998999102 0 1 0 2 5 1030 PROPOSED BUILDING 49,417 S.F. FFE=1022.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD)(PRIVATE ROAD)EOF 1021.45 GFE=1011.00 EOF1010.73 EOFEOF1011.00EOF EOF 1007. 3 2 EOF1001.00STORMWATER POND BOT=993.0 NWL=997.0 HWL=999.75 ADDITIONAL STORAGE CAPACITY = 4296 CU FT FILTRATION BASIN 7PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1015.72 TOP SAND = 1010.22 BOTTOM SAND = 1007.53 INFILTRATION BASIN 1PPRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.17 BOTTOM = 1016.00 EOF1010.34WET POND 3P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1005.68 NWL = 1003.00 BOTTOM = 992 FILTRATION BASIN 4P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1008.93 TOP SAND=1006.6 BOTTOM SAND= 1003.6 FILTRATION BASIN 11PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1020.19TOP SAND = 1018.50BOTTOM SAND = 1015.79 FILTRATION BASIN 12P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.69 TOP SAND = 1017.50 BOTTOM SAND = 1014.90 FILTRATION BASIN 13P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1016.99 TOP SAND = 1016.00 BOTTOM SAND = 1013.52 FILTRATION BASIN 14P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1013.42 TOP SAND = 1012.50 BOTTOM SAND = 1010.10 FILTRATION BASIN 15P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1010.78 TOP SAND = 1010.00 BOTTOM SAND = 1007.74 EOF1010.88EOF1018.7 IP2 IP2 IP2 IP2 IP2 IP2 IP1IP2 IP1 IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP2 IP1IP3 IP1IP3 IP1IP3 IP1IP2 IP1IP2 IP1IP2 IP1 IP2 IP1IP2 IP1 IP3 IP1 IP2 IP1IP2IP1IP2 IP1IP3 IP1IP2 IP1 IP3 IP1 IP3 IP1 IP3 IP1 IP3 THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR CONCRETE CURB STORM SEWER DRAINTILE CONTOUR RIPRAP OVERFLOW ELEV.EOF 902.5 BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP1 TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP)TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENGRANCE H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 6300 SILT DIKE LINEAR FEET 0 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 2 INLET PROTECTION DEVICE (IP-1)UNIT 30 INLET PROTECTION DEVICE (IP-2)UNIT 27 INLET PROTECTION DEVICE (IP-3)UNIT 9 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS EROSION CONTROL MATERIALS QUANTITIES THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB PHASE TWO EROSION CONTROL C5.02 H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 DEVELOPER/OWNER: SCHAFER RICHARDSON TEL 612-305-7095 DJENSON@SR-RE.COM CONTACT: DOMINIK JENSON SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: CROSS BRACE MIN.15"18"MAX.2" X 4" STAKE3' MIN.DROP INLETWITH GRATE 2" X 4" WOOD (TYP.) 5' MIN. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. OVERLAP 5' MIN. SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) DEFLECTOR PLATE OVERFLOW 2 - TOP OF CURB BOX OVERFLOW 1 - CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY ·NEENAH R-3067 ·NEENAH R-3512 NOT TO SCALE 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.) 3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF 1'-0" INTO GROUND EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP NOT TO SCALE CONCRETE WASHOUT AREA POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. AREA SUMMARY IN ACRES PAVEMENT AREA 3.39 AC± BUILDING AREA 1.44 AC± SEEDED AREA 6.55 AC± TOTAL DISTURBED 11.38 AC± PRE - CONSTRUCTION IMPERVIOUS 0.65 AC± POST - CONSTRUCTION IMPERVIOUS 4.83 AC± FRAME PUBLI C R O A D HARD S URF ACE MI N 0 . 5 % G R A D E 20' MINI M U M 50' M I N I M U M MINIMUM 0.5% GRADE DOWN FROM PUBLIC STREET GEOTEXTILEUNDERLINER 4"- 6" DIAMETERCLEAN STONE 10" MINIMUM N.T.S. SILT FENCE INLET PROTECTION (IP-1) TEMPORARY STONE CONSTRUCTION EXIT ROAD DRAIN INLET PROTECTION (IP-2) GENERAL EROSION NOTES: SITE SITE 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 10. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. 12. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 18. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. (NOTE TO THE PREPARER: WHERE PERMANENT SEEDING IS NOT CALLED OUT IN THE GRADING AND/ OR LANDSCAPE PLAN, REPLACE THE LAST SENTENCE IN THIS ITEM WITH THE FOLLOWING: SEED WET PONDS WITH MN/DOT SEED MIXTURE 310 "NATIVE WET TALL" BELOW THE HWL. SEED ALL OTHER AREAS WITH SEED MIXTURE 260 "COMMERCIAL TURF". SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2573.3.) 19. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20. ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 22. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 24. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. SEQUENCE OF CONSTRUCTIONMAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3. SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5. CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL FILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE IFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE FILTRATION AREA. PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. 8. BEGIN GRADING THE SITE. 9. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE. 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT.THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB EROSION CONTROL NOTES AND DETAILS C5.03 HUDSON BOULEVARD N OUTLOT B JULIA AVE NPROPOSED BUILDING 49,417 S.F. FFE=1022.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD)(PRIVATE ROAD)EOF 1021.45 GFE=1011.00 EOF1010.73 EOFEOF1011.00EOF EOF 1007. 3 2 EOF1001.00STORMWATER POND BOT=993.0 NWL=997.0 HWL=999.75 ADDITIONAL STORAGE CAPACITY = 4296 CU FT FILTRATION BASIN 7PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1015.72 TOP SAND = 1010.22 BOTTOM SAND = 1007.53 INFILTRATION BASIN 1PPRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.17 BOTTOM = 1016.00 EOF1010.34WET POND 3P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1005.68 NWL = 1003.00 BOTTOM = 992 FILTRATION BASIN 4P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1008.93 TOP SAND=1006.6 BOTTOM SAND= 1003.6 FILTRATION BASIN 11PPRIVATELY OWNED AND MAINTAINED100-YR HWL = 1020.19TOP SAND = 1018.50BOTTOM SAND = 1015.79 FILTRATION BASIN 12P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1018.69 TOP SAND = 1017.50 BOTTOM SAND = 1014.90 FILTRATION BASIN 13P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1016.99 TOP SAND = 1016.00 BOTTOM SAND = 1013.52 FILTRATION BASIN 14P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1013.42 TOP SAND = 1012.50 BOTTOM SAND = 1010.10 FILTRATION BASIN 15P PRIVATELY OWNED AND MAINTAINED 100-YR HWL = 1010.78 TOP SAND = 1010.00 BOTTOM SAND = 1007.74 EOF1010.88EOF1018.7 MH 04 RE=1019.06 IE=1008.53 EIE=1001.78 W 31 LF - 8" SAN SWR @ 2.00% 263 LF - 8" SAN SWR@ 2.00% MH 03 RE=1019.03 IE=996.53 E IE=996.43 S 200 LF - 8" SAN SWR @ 2.00% MH 02 RE=1013.56 IE=992.43 N IE=992.33 S 63 LF - 8" SAN SWR @ 2.00% CONNECT TO EXISTING STRUCTUREMH 01 RE=1011.92 IE=991.08 N 56 LF - 8" SAN SWR @ 2.00% MH 05RE=1018.45 IE=1009.24 S IE=1009.14 W HYDRANT 6" GATE VALVE 8" x 6" TEE HYDRANT 6" GATE VALVE 8" X 6" TEE HYDRANT 6" GATE VALVE 8" x 6" TEE 8" - 45° BEND WET TAP EXISTING 12" WATERMAIN WITH 8" GATE VALVE 8" - 22.5° BEND 8" - 22.5° BEND 6" - 45° BEND 8" TEE 8" WATE R M A I N 8" WATERMAIN 8" WATERMAINPROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT CONNECT TO EXISTING WATERMAIN STUB 8" GATE VALVE 62 LF - 8" SAN SWR @ 2.00% 8" - 45° BEND HYDRANT 6" GATE VALVE 8" X 6" TEE 8" X 6" REDUCER HYDRANT 6" GATE VALVE 8" X 6" TEE 6" - 45° BEND 6" - 45° BEND 53 LF - 18 " STM SWR @ 1 . 0 0 % 79 LF - 12" STM SWR @ 1.00% 32 LF - 12" STM SWR @ 1.00% 37 LF - 12" STM SWR @ 1.00% 24 LF - 12" STM SWR @ 3.14% 75 LF - 12" STM SWR @ 3.14% CBMH501RE=1019.21IE=1012.49 SE IE=1012.25 E IE=1014.08 N IE=1012.25 W CB 504 RE=1016.07 IE=1013.36 S CBMH 503RE=1015.88IE=1013.04 NIE=1013.04 W CB 803RE=1006.71IE=1003.71 W CB 602RE=1006.10IE=1002.96 EIE=1002.96 W CBMH 302RE=1009.41IE=1003.70 NIE=1003.70 S CBMH 301 RE=1009.41 IE=1003.63 N IE=1003.63 E CBMH 103 RE=1010.31IE=1007.39 SCBMH 102 RE=1010.39 IE=1006.68 E IE=1007.31 N IE=1007.31 S FES 300 IE=1003.00 W 2P OCSRE=1006.97IE=1002.85 N IE=1001.50 W FES 701 IE=1003.00 S STMH 601 RE=1019.23 IE=1006.62 E IE=1006.62 W 251 LF - 1 5 " STM SWR @ 1 . 4 4 % 77 LF - 24" STM SWR @ 0.82% 8 LF - 15"STM SWR @ 1.00% CBMH 101 RE=1009.90 IE=1006.88 N IE=1006.88 SE 8 LF - 24" STM SWR @ 0.87% 30 LF - 36" STM SWR @ 0.50% 53 LF - 15" STM SWR @ 0.97% STMH 307 RE=1011.01 IE=1007.40 SW PRIVATE SERVICE PRIVATE SERVICE 8" TEE SANITARY SERVICE CONNECTION IE=1003.00 S FES 100 RE=1006.60 IE=1006.60 NW 85 LF - 18" STM SWR @ 0.33% 130 LF - 18" STM SWR @ 0.33% FES 500 IE=1011.72 E FES 900 RE=1018.03 IE=1017.50 S 1P OCSRE=1018.87IE=1017.02 WIE=1017.02 S 14 LF - 15" STM SWR @ 3.43% FES 1001 IE=1017.50 E 120 LF - 15"STM SWR @ 3.43% CORE DRILL & CONNECTTO EXISTING STRUCTURE RE=1015.91 IE=1010.81 (N,E)(EX) IE=1012.91 N FES 602 IE=1011.72 W 44 LF - 15" STM SWR @ 0.43%7P OCS RE=1017.44 IE=1011.53 E IE=1007.53 W 92 LF - 15" STM SWR @ 0.99% 20 LF - 36" STM SWR @ 8.09% FES 800IE=997.00 SE CONNECT TO EXISTING STRUCTURE RE=1003.60 (EX) IE=1000.60 E IE=999.11 (SW) IE=998.65 NW FES 401 RE=1006.60 IE=1006.60 S 15 LF - 24"STM SWR @ 0.00% OCS 4PRE=1010.08IE=1006.60 NIE=1003.60 S 103 LF - 24"STM SWR @ 0.58% FES 400IE=1003.00 N CONTECH STORM FILTER INLET: 1001.45 OUTLET:999.65 FES 200 RE=1008.75IE=1006.75 N 25 LF - 12" STM SWR @ 1.00% RD 201RE=1015.23IE=1007.00 S 508 LF - 10"STM SWR @ 1.78% RD 104 RE=1021.76 IE=1015.71 W 90 LF - 8" STM SWR @ 2.00% RD 901RE=1021.53IE=1019.29 N 92 LF - 8" STM SWR @ 2.00% RD 502 RE=1021.92 IE=1015.92 S RG 5 RE=1011.73 RG 3 RE=1017.50 RG 2 RE=1019.64 RG 1 RE=1019.98 RG 4 RE=1014.58 72 LF - 15" STM SWR @ 0.97% IRRIGATION REUSE VAULTDESIGN BUILD BY OTHERS 11 LF - 18" STM SWR @ 0.50% FES 700IE=997.00 E 139 LF - 18"STM SWR @ 1.91% FES 600 IE=1003.00 E PD 1RE=1021.74IE=1018.74 N 27 LF - 12"STM SWR @ 0.50% PD 2RE=1021.96IE=1018.60 SIE=1018.60 W 46 LF - 12"STM SWR @ 0.50% PD 3RE=1021.92IE=1018.38 EIE=1018.38 SW 23 LF - 12" STM SWR @ 0.50% WYE 4RE=1021.24IE=1018.26 NEIE=1019.00 SE IE=1008.31 SW 25 LF - 12"STM SWR @ 0.50% POOL DRAIN STUB RE=1022.13 IE=1019.13 NW 62 LF - 1 2 " STM S W R @ 0. 5 0 % FES 1100 RE=1007.67 IE=1008.00 NE SANITARY STUBRE=1020.43 IE=1003.55 S WATERMAIN STUB FES 500AIE=1008.19 SW 75 LF - 27"STM SWR @ 0.17%STMH 501A RE=1011.86 IE=1008.06 NEIE=1008.06 S 201 LF - 27"STM SWR @ 0.15%FES 502AIE=1007.76 N CBMH 305 RE=1010.37 IE=1006.34 N IE=1006.34 S STMH 306RE=1010.67IE=1006.89 NEIE=1006.89 S 56 LF - 15" STM SWR @ 0.97% CBMH 304 RE=1010.23 IE=1005.64 NIE=1005.64 S 63 LF - 15" STM SWR @ 0.97% CBMH 303 RE=1010.50 IE=1005.03 N IE=1005.03 S 167 LF - 18" STM SWR @ 0.80% THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. PROPOSED EXISTING LEGEND SANITARY SEWER FORCEMAIN (SAN.) STORM SEWER DRAINTILE WATERMAIN UNDERGROUND GAS LINEUNDERGROUND TELEPHONE UNDERGROUND ELECTRIC CONCRETE CURB EASEMENT LINE UTILITY CONSTRUCTION NOTES 1. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. a. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIRMENTS, INCLUDING BUT NOT LIMITED TO CITY, DEPARTMENT OF LABOR AND INDUSTRY AND MINNESOTA DEPARTMENT OF HEALTH REQUIREMENTS. b. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF CONTRACTOR. c. A MINIMUM VERTICAL SEPARATION OF 18 INCHES, AND HORIZONTAL SEPARATION OF 10-FEET, BETWEEN OUTSIDE PIPE AND/OR STRUCTURE WALLS, IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 2. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. a. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. b. ALL SANITARY SEWER TO BE PVC SDR-35, UNLESS NOTED OTHERWISE. i. ALL SANITARY SEWER SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. c. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, or PVC C-900, UNLESS NOTED OTHERWISE. i. ALL WATERMAIN TO HAVE 7.5-FEET OF COVER OVER TOP OF WATERMAIN. ii. PROVIDE THRUST BLOCKING AND MECHANICAL JOINT RESTRAINTS ON ALL WATERMAIN JOINTS PER CITY STANDARDS. d. ALL STORM SEWER PIPE TO BE SMOOTH INTERIOR DUAL WALL HDPE PIPE WITH WATERTIGHT GASKETS, UNLESS NOTED OTHERWISE. i. ALL STORM SEWER PIPE FOR ROOF DRAIN SERVICES TO BUILDING SHALL BE PVC SCH 40 CONFORMING TO ASTM D2665. e.RIP RAP SHALL BE Mn/DOT CLASS 3. 3.COORDINATE ALL BUILDING SERVICE CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. 4. ALL BUILDING SERVICE CONNECTIONS (STORM, SANITARY, WATER) WITH FIVE FEET OR LESS COVER ARE TO BE INSULATED FROM BUILDING TO POINT WHERE 5-FEET OF COVER IS ACHIEVED. 5.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 6. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 7. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. 10. CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO ______________. CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SHOP DRAWING REVIEW. 11. CONTRACTOR AND MATERIAL SUPPLIER SHALL DETERMINE THE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER STRUCTURE. H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB UTILITY PLAN C6.01 PROPOSED IMPROVEMENTS BY OTHERS SEE SHEETS C7.01-C8.03 FOR HUDSON BLVD IMPROVEMENTS EOF999.50COMM PED999.20 1000 998999997996995994993991990 995 HUDSON BOULEVARD JULIA AVENUEHUDSON BOULEVARD FOUND MONUMENT SET MONUMENT MARKED ELECTRIC METER LIGHT AIR CONDITIONER GUY ANCHOR HANDICAP STALL UTILITY POLE POST SIGN TELEPHONE PEDESTALUT ELECTRIC TRANSFORMER UG GAS METER OVERHEAD WIREOW CHAIN LINK FENCE IRON FENCE WIRE FENCE WOOD FENCE EASEMENT LINE SETBACK LINE BUILDING LINE BUILDING CANOPY BITUMINOUS SURFACE CONCRETE SURFACE LANDSCAPE SURFACE LEGEND STANDARD DUTY ASPHALT PAVING WATERMAIN SANITARY SEWER FLARED END SECTION STORM SEWER CONCRETE CURB RESTRICTED ACCESS BENCHMARKS 1.THE VERTICAL DATUM IS BASED ON NAVD88. BENCHMARK #1 TNH EAST SIDE OF SITE ELEV.=1019.85 BENCHMARK #2 TNH WEST SIDE OF SITE ELEV.=1000.13 SURVEY NOTES 1.THE BEARING SYSTEM IS BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM, NAD83 (1986 ADJUST). WITH AN ASSUMED BEARING OF NORTH 89 DEGREES 53 MINUTES 57 SECONDS EAST FOR THE SOUTH LINE OF THE SW 1/4, SECTION 34, TOWHSHIP 29 N, RANGE 21 W. 2.FIELD WORK WAS COMPLETED ON 01/27/2022. SCALE IN FEET 0 6030 NORTH H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD EXISTING CONDITIONS C7.01MATCHLINEMATCHLINERegistration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION MILL EXISTING BITUMINOUS MILL EXISTING BITUMINOUSEOF999.50COMM PED999.20 1000 998999997996995 REMOVE & RELOCATE EXISTING LIGHT REMOVE & RELOCATE EXISTING SIGN REMOVE 67 LF EXISTING CURB AND GUTTER TO CB REMOVE EXISTING BITUMINOUS REMOVE EXISTING 36" RCP CULVERT AND 2 FES PROTECT EXISTING UG GAS REMOVE EXISTING CONCRETE REMOVE EXISTING FES REMOVE & RELOCATE HYDRANT REMOVE EXISTING FES REMOVE EXISTING 18" CMP CULVERT AND 2 FES SAWCUT EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS REMOVE EXISTING STRIPINGJULIA AVE996995994993991990 EXISTING FES REMOVE EXISTING BITUMINOUS REMOVE EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS HUDSON BLVD HUDSON BLVD SCALE IN FEET 0 10050 NORTH LEGEND GAS METER HYDRANT LIGHT STORM SEWER DRAINTILE WATERMAIN SANITARY SEWER OVERHEAD ELECTRIC WIREUNDERGROUND TELEPHONE FORCEMAIN (SAN.) UNDERGROUND CABLE TV UNDERGROUND ELECTRICUNDERGROUND GAS LINE WIRE FENCE IRON FENCE WOOD FENCE CHAIN LINK FENCE STONE RETAINING WALL SPRINKLER HEADSH SPRINKLER VALVESV GUARDRAIL HANDRAIL TREE LINE GUARD POST SIGN CONCRETE CURB BUILDING LINE REMOVE UTILITY STRUCTURE REMOVE EXISTING CONCRETE CURB SAW CUT EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING GRAVEL DRIVE REMOVE EXISTING LANDSCAPING REMOVE EXISTING BUILDING DEMO TREE REMOVE EXISTING (DEMO LG) REMOVE UTILITY STRUCTURE DEMO LIGHT REMOVE CHAIN LINK FENCE DEMOLITION NOTES 1. DEMOLITION NOTES ARE NOT COMPREHENSIVE. CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION TO OBTAIN A CLEAR UNDERSTANDING OF THE INTENDED SCOPE OF WORK. 2. THE DESIGN SHOWN IS BASED ON ENGINEER'S UNDERSTANDING OF EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON ALTA AND TOPOGRAPHIC MAPPING PREPARED BY SAMBATEK DATED JANUARY 31, 2022. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, CONTRACTOR SHALL HAVE MADE, AT OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 4. CLEARING AND GRUBBING: CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5. CONTRACTOR IS RESPONSIBLE FOR THE DISCONNECTION OF UTILITY SERVICES TO EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 6. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT LOCATIONS OF EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM INFORMATION AVAILABLE. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE UTILITY MAPPING ACCURACY. PRIOR TO START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION FOR ON-SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. 7. THE MAPPING LOCATION OF ALL EXISTING SEWERS, PIPING, AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 8. CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO REMOVAL AND/OR RELOCATION OF UTILITIES. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANIES' FORCES AND ANY FEES WHICH ARE TO BE PAID TO UTILITY COMPANIES FOR SERVICES. CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 9. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ROAD RIGHT OF WAY DURING CONSTRUCTION. 10. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES. 11. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 12. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED AND APPROVED BY THE LOCAL AUTHORITY. 13. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 14. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15. ABANDON OR REMOVE ALL SANITARY, WATER AND STORM SERVICES PER CITY STANDARDS. COORDINATE ALL WORK WITH CITY. ALL STREET RESTORATION SHALL BE COMPLETED IN COMPLIANCE WITH LOCAL STANDARDS. 16. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE GOVERNING AUTHORITY A TRAFFIC AND/OR PEDESTRIAN TRAFFIC PLAN PER CITY/COUNTY/STATE STANDARDS TO BE APPROVED BY THE LOCAL GOVERNING AUTHORITY. H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD REMOVAL PLAN C7.02 Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION 990 995 1000 1005 1010 1015 1020 1025 990 995 1000 1005 1010 1015 1020 1025 2.92% -0.20%PVI STA = 2+70.30PVI ELEV = 999.26PVI STA = 5+10.00PVI ELEV = 1006.26PVI STA = 11+98.00PVI ELEV = 1014.21PVI STA = 11+18.02PVI ELEV = 1014.36PVI STA:8+14.01 PVI ELEV:1014.48 K:221.57 LVC:608.02 BVCS: 5+10.00BVCE: 1006.26EVCS: 11+18.02EVCE: 1014.36HP STA:11+09.39 HP ELEV:1014.37 PROPOSED CENTERLINE GRADE EXISTING ℄PROFILE BEGIN CONSTRUCTION STA. 2+70.3END CONSTRUCTION/CENTERLINE JULIA AVE. - STA. 12+51.3CENTERLINE ACCESS ROAD -STA. 4+99.09-0+50 0+00991.5991.520+50992.8992.771+00994.2994.181+50995.7995.682+00997.2997.182+50998.7998.673+001000.11000.143+501001.61001.634+001003.21003.174+501004.61004.615+001006.01006.005+501007.31007.286+001008.51008.496+501009.61009.637+001010.61010.587+501011.51011.478+001012.21012.218+501012.81012.849+001013.41013.399+501013.91013.8910+001014.11014.1410+501014.31014.3211+001014.41014.3511+501014.31014.3012+001014.21014.2012+501014.01014.0013+001013.61013.6013+501012.01011.9614+001011.11011.1014+501010.21010.2315+001010.11010.1015+50 16+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 BEGIN ROADWAY IMPROVEMENTS STA 02+70.3 (MATCH EXISTING) BEGIN B624 CURB & GUTTER END ROADWAY IMPROVEMENTS STA 12+51.3 (MATCH EXISTING) PROPOSED EDGE OF BITUMINOUS END B624 CURB & GUTTER 46.5' FOC TO EOP 46.5' FOC TO EOP HUDSON BOULEVARD JULIA AVENUERIGHT OF WAY R3 5 ' 8' SHARED USE BITUMINOUS PATH 8' SHARED USE BITUMINOUS PATH R 1 5 'R15'PROTECT EXISTING UG GAS ADJUST MH CASTING R15'OUTLOT B CP NAIL 400971023.33BLDG COR 401731014.29BENCH B 401741014.28BENCH E EOF999.50COMM PED999.20 1000 998999997996995994993991990 995 SCALE IN FEET 0 10050 NORTH HUDSON BOULEVARD N A.B-624 CONCRETE CURB AND GUTTER B.ACCESSIBLE RAMP C.MATCH EXISTING CURB AND GUTTER D.RELOCATE HYDRANT 2' FROM PATH AS NECESSARY. E.ADJUST GATE VALVE KEY NOTES A B A BB CC B 1.BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM PATHWAYS THROUGHOUT THE ENTIRE LENGTH. 2.TOPSOIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DAMAGE TO THE BITUMINOUS TRAILS AND SIDEWALKS. FINAL GRADE OF BACKFILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID TRAPPING WATER. 3.CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS. NOTES D C C E H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD STREET PLAN & PROFILE C7.03 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION EOF999.50COMM PED999.20 998999997996995994993991990 995 815.1' 10' UTILITY EASEMENT 2' CZ 8' SHARED-USE PATH BLVD. VARIES 4' SHLD CURB REACTION 12' WB THRU LANE 13' EB LEFT TURN LANE/ SHARED TURN LANE 12' EB THRU LANE 6' PAVED SHLD MAX 1:4 2.0%4.0%2.5%2.5% MAX 1:4 TRANSITION PLAN B624 CURB AND GUTTER MILL AND OVERLAYFULL ROAD RECONSTRUCTION ℄ 2.25" SPWEB230B MNDOT SPEC. 2360 8" AGGREGATE BASE CLASS 5 (2211) COMPACT SUBGRADE (2112) INSET "B" BITUMINOUS PATH INSET "B" HEAVY DUTY PAVEMENT NOTES:1.THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATION FOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OF THE OWNER'S GEOTECHNICAL CONSULTANT. 2.ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3.MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 2" BITUMINOUS BASE COURSE, MN/DOT 2360 SPNW* 10.5" CLASS 6 CRUSHED STONE AGGREGATE BASE, MN/DOT 3138 24" SELECT GRANULAR MATERIAL, MN/DOT 3149.2B GEOFABRIC, MN/DOT TYPE V, MIRAFI 500X (IF REQUIRED BY SOILS ENGINEER) APPROVED SUBGRADE N.T.S. * REFER TO BITUMINOUS MIX DESIGN REQUIREMENT PROVIDED BY THE GEOTECHNICAL CONSULTANT INSET A 2" BITUMINOUS WEARING COURSE, MN/DOT 2360 SPWE* 01 PAVEMENT SECTION INSET "A" H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD TYPICAL SECTIONS AND TRANSITION PLAN C7.04 SCALE IN FEET 0 6030 NORTH 1:50 TRANSITION TAPER SEE STRIPING PLAN FOR STRIPING REVISIONS MILL AND OVERLAY SHOULDER AREA FOR TRANSITION. FOLLOW TYPICAL SECTION FOR CONSTRUCTION OUTSIDE EXISTING ROADWAY LIMITS Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION EOF999.50COMM PED999.20 HUDSON BOULEVARD 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0015+03 1 0 0 0 1 0 0 2 1 0 0 4 1 0 0 6 1 0 0 8 10 1 0 101 2 1014 SCALE IN FEET 0 10050 NORTH PROPERTY LINE CONCRETE CURB BUILDING LINE RETAINING WALL TREE LINE HEAVY DUTY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PAVEMENT BY OTHERS (SEE ARCHITECTURAL PLANS) PROPOSED EXISTING LEGEND SOIL BORING999.9 ST # STORM SEWER DRAINTILE WETLAND LIMITS 800 SPOT ELEVATIONS RIPRAP EOF 902.5 OVERFLOW ELEV. 1.PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT “GUTTER OUT” WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRUCTED AS “GUTTER IN” CURB. 3.ALL GRADIENT ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5% (1:20), EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08% (1:48). MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS AISLE SHALL BE IN 2.08% (1:48). CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. COORDINATE ALL WORK WITH PAVING CONTRACTOR. 4.CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5.SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6.CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: ADDRESS: PHONE: DATED: CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. 7.CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION. 8.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL SHALL BE PERFORMED ON THE STREET AND PARKING AREA SUBGRADE. CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 9.REPLACE ALL SUBGRADE SOIL DISTURBED DURING THE CONSTRUCTION THAT HAVE BECOME UNSUITABLE AND WILL NOT PASS A TEST ROLL. REMOVE UNSUITABLE SOIL FROM THE SITE AND IMPORT SUITABLE SOIL AT NO ADDITIONAL COST TO THE OWNER. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 11.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. a.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION WITHIN THE RESTRICTED AREAS SHALL REMAIN. b.CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. c.ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY “WASHOUT” OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BY THE ENGINEER. d.ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. e.BEFORE COMMENCING WITH ANY EXCAVATION CONTRACTOR SHALL COMPLETE ALL PREPARATORY WORK REGARDING TREE REMOVAL, ROOT PRUNING, TREE PRUNING AND STUMP REMOVAL TO THE SATISFACTION OF THE OWNER. f.PREPARATORY WORK SHALL INCLUDE THE FOLLOWING AND SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE: i.TREE REMOVAL: CONTRACTOR SHALL FELL THE TREES. AT NO TIME SHALL TREES BE BULLDOZED OUT, BUT SHALL BE CUT DOWN AND STUMPS REMOVED SEPARATELY. PRIOR TO THE FELLING OF ALL TREES, PROPER REMOVAL OF A PORTION OR ALL OF THE CANOPY SHALL BE COMPLETED SO THAT TREES IN THE RESTRICTED AREAS SHALL NOT BE INJURED IN THE PROCESS. ii.ROOT PRUNING: BEFORE ANY STUMPS ARE TO BE REMOVED, ALL ROOTS SHALL BE SEVERED FROM ROOTS IN THE RESTRICTED AREAS BY SAW CUTTING WITH A VERMEER DESIGNED FOR ROOT PRUNING, BY HAND, OR WITH A CHAINSAW. TREE ROOTS PROJECTING INTO THE CONSTRUCTION ZONE SHALL BE EXPOSED PRIOR TO ROOT PRUNING WITH SMALL MACHINERY, I.E..., BOBCAT. iii.TUMP REMOVAL: AT SUCH TIME THAT ROOTS HAVE BEEN PROPERLY SEVERED, STUMPS MAY BE REMOVED. WHERE REMOVAL OF CERTAIN STUMPS COULD CAUSE DAMAGE TO EXISTING PROTECTED TREES, TREE STUMPS SHALL BE GROUND OUT. ALL STUMP REMOVAL SHALL BE UNDER THE DIRECT SUPERVISION OF THE OWNER'S REPRESENTATIVE. iv.TREE PRUNING: PROPER PRUNING OF TREES IN THE RESTRICTED ZONE SHALL BE DIRECTED BY AND SUPERVISION AT ALL TIMES BY THE OWNER'S REPRESENTATIVE. g.AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. h.MULCH RATHER THAN SEED OR SOD WILL BE USED AT THE BASE OF QUALITY TREES TO A PERIMETER DETERMINED BY THE OWNER'S REPRESENTATIVE. AREAS TO BE SEEDED FOR EROSION CONTROL PURPOSES WITHIN THE CONSTRUCTION ZONE ARE TO BE DETERMINED BY THE OWNER'S REPRESENTATIVE. NATURAL GROUND COVER WILL BE MAINTAINED WHEREVER POSSIBLE. i.THE USE OF RETAINING WALLS NEAR TREES, IN ADDITION TO THOSE REQUIRED ON THE PLANS SHALL BE DETERMINED IN THE FIELD, BASED ON TREE LOCATIONS AND TOPOGRAPHY. 12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES. 13.TRENCH BORROW CONSTRUCTION: IF ALLOWED BY THE OWNER, CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION, AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. SNOW FENCE SHALL BE FURNISHED AND PLACED ALONG THE PERIMETER OF THE TRENCH BORROW AREA WHERE THE SLOPES EXCEED 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1). 14.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15.TOLERANCES a.THE RESIDENTIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b.THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. c.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. d.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. e.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. 16.AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17.CONTRACTOR SHALL DETERMINE THE LOCATION OF ANY HAUL ROADS THAT MAY BE REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL “SITE MAP”. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY OF EACH ROADWAY. CONTRACTOR SHALL POST WHATEVER SECURITY AND COMPLY WITH ALL CONDITIONS WHICH ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 18.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES AND DATA SHEET 79G. 19.RETAINING WALL(S) SHALL BE CONSTRUCTED OF _________________ (MODULAR BLOCK, TREATED TIMBER, BOULDER, ETC.) MATERIAL. CONTRACTOR SHALL SUBMIT TO THE ENGINEER AND LOCAL AUTHORITY CERTIFIED ENGINEERING DRAWINGS, DESIGN CALCULATIONS AND SOIL BORINGS. THE CERTIFIED ENGINEER FOR THE RETAINING WALL(S) SHALL PROVIDE CONSTRUCTION OBSERVATIONS OF THE RETAINING WALL IMPROVEMENT, AND A LETTER CERTIFYING THE INSTALLATION OF THE WALL(S) WAS CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. CIVIL 3D MODEL LIMITATIONS SAMBATEK'S DELIVERABLE AND GOVERNING DOCUMENTS FOR CONSTRUCTION SHALL BE A HARD COPY AND/OR PDF PLAN SHEETS. IF A CIVIL 3D MODEL IS GENERATED IN THE PROCESS OF PREPARING THE PLAN SHEETS, IT IS AS A DESIGN TOOL ONLY AND NOT AS A SEPARATE DELIVERABLE. AT THE OWNER'S REQUEST, WE WILL RELEASE OUR CIVIL 3D MODEL FOR THE CONTRACTOR'S USE. HOWEVER, ITS USE IS AT THE CONTRACTOR'S RISK AND SHALL NOT BE USED FOR STAKING OF CURB, SIDEWALK, OR OTHER HARD SURFACE IMPROVEMENTS. IF A CIVIL 3D MODEL FOR STAKING HARD SURFACE IMPROVEMENTS IS REQUIRED, WE CAN PROVIDE A SUPPLEMENTAL AGREEMENT FOR REFINEMENT AND PREPARATION OF THE CIVIL 3D MODEL. STANDARD DUTY ASPHALT PAVING H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD GRADING PLAN C7.05 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION 180.0' SHARED TURN LANE HUDSON BOULEVARD999.50COMM PED999.20 16'13'12'6'EDGE OF BITUMINOUS 260.0' REVISE EXISTING STRIPING TO SHIFT TRAFFIC FLOW AS SHOWNLEFT TURN LANE HUDSON BOULEVARD JULIA AVENUEEDGE OF BITUMINOUS 754.0' TAPER TO EXISTING SHOULDER STRIPING EDGE OF BITUMINOUS EDGE OF BITUMINOUS 15.0'19.7'HUDSON BOULEVARD SCALE IN FEET 0 6030 NORTH MATCH LINENOTES: 1)ALL SIGNS MUST MEET MMUTCD. 2)ALL SIGN SHEATHING TO BE TYPE IX DIAMOND GRADE (DG3). 3)SIGN POSTS TO BE SQUARE TUBE SIGN STANDARD WITHOMNI BASE. 4)EPOXY RESIN AND DROP-ON GLASS BEADS FOR ALLPAVEMENT MARKINGS, EXCEPT PAVEMENT SYMBOLS, SHALLMEET THE REQUIREMENTS OF MnDOT "SPECIFICATIONS FORCONSTRUCTION, 2020 EDITION". 5)ALL PAVEMENT MARKING SYMBOLS SHALL BE GROUND-INPREFORMED THERMOPLASTIC PAVEMENT MATERIAL. 6)LOCATE ALL EXISTING UNDERGROUND UTILITIES LIGHTINGWIRES PRIOR TO SIGN INSTALLATION. --- COLOR W=WHITEY=YELLOW PATTERN S=SOLID B=BROKEN D=DOUBLE T=DOTTED LINE WIDTH 4=4" 6=6" 12=12" STRIPING KEY LEGEND 24=24" RIGHT TURN ARROW LEFT TURN ARROW STOP 36"x36"2 18.0R1-1 SIGN DESC.QTY SQ FTSIZE W1-4L TW-X3 36"x36"1 9.0 136"x36"9.0 4SW 4SW 4SW4SW 4SW R1-1 RIGHT TURN ARROW R1-1 4BY4SY R3-9BR3-9B24SY4SY TW-X3W1-4L136"x36"9.0 LEFT TURN ARROW R3-7RR3-7LR3-7L R3-7R 136"x36"9.0 H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD STRIPING PLAN C7.06MATCH LINE4BY4SY MATCH LINEMATCH LINERegistration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION IP2 IP2 IP1IP2 IP1IP2 OUTLOT B EOF999.50COMM PED999.20 1000 998999997996995 SCALE IN FEET 0 10050 NORTH THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 0 SILT DIKE LINEAR FEET 0 BIO-ROLL LINEAR FEET 0 CONSTRUCTION ENTRANCE UNIT 0 INLET PROTECTION DEVICE (IP-1)UNIT 0 INLET PROTECTION DEVICE (IP-2)UNIT 0 * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS PROPOSED EXISTING LEGEND NOTE TO CONTRACTOR EROSION CONTROL MATERIALS QUANTITIES CONCRETE CURB STORM SEWER DRAINTILE CONTOUR RIPRAP OVERFLOW ELEV.EOF 902.5 BIO-ROLL SILT FENCE SILT DIKE LIMITS OF DISTURBANCE SOIL BORINGS DIRECTION OF OVERLAND FLOW TEMPORARY DIVERSION DITCH CHECK DAM LIMITS OF DRAINAGE SUB-BASIN INLET PROTECTION DEVICEIP1 TEMPORARY SEDIMENT BASINSB TEMPORARY STABILIZATION MEASURES (SEED, MULCH, MATS OR BLANKETS AS OUTLINED IN THE SWPP)TSM TEMPORARY STORAGE AND PARKING AREATS TEMPORARY STONE CONSTRUCTION ENGRANCE SEQUENCE OF CONSTRUCTIONMAINTENANCE NOTES: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1.ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2.TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART 10.1-10.5 OF THE GENERAL PERMIT). 3.SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE INSPECTED FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. THE REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) CALENDAR DAYS OF OBTAINING ACCESS. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4.CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF-SITE PAVED SURFACES, WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART 9.11-9.12 OF THE GENERAL PERMIT. 5.CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL (ACCORDING TO PART 3.1 TO 3.8 OF THE MPCA GENERAL PERMIT) OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A (N.O.T.) HAS BEEN SUBMITTED TO THE MPCA. 6.IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS (E.G., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7.ALL FILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE IFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE FILTRATION AREA. PHASE I: 1.INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2.PREPARE TEMPORARY PARKING AND STORAGE AREA. 3.CONSTRUCT THE SILT FENCES ON THE SITE. 4.INSTALL INLET PROTECTION DEVICES ON EXISTING STORM STRUCTURES, AS SHOWN ON THE PLAN. 5.CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS, AS REQUIRED. 6.HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPs. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7.CLEAR AND GRUB THE SITE. 8.BEGIN GRADING THE SITE. 9.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1.TEMPORARY SEED DENUDED AREAS. 2.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3.INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4.INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5.PREPARE SITE FOR PAVING. 6.PAVE SITE. 7.INSTALL INLET PROTECTION DEVICES. 8.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT. H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD EROSION CONTROL PLAN C7.07 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION DEVELOPER/OWNER: XXXXXXX XXXXXXX XXXXXXXX XXX-XXX-XXXX SITE OPERATOR / GENERAL CONTRACTOR SUPERINTENDENT: CROSS BRACE MIN.15"18"MAX.2" X 4" STAKE3' MIN.DROP INLETWITH GRATE 2" X 4" WOOD (TYP.) 5' MIN. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS (SEE NOTE 1) 1. ATTACH THE WOVEN WIRE FENCE TO EACH POST AND THE GEOTEXTILE TO THE WOVEN WIRE FENCE (SPACED EVERY 30") WITH THREE WIRE TIES OR OTHER FASTENERS, ALL SPACED WITHIN THE TOP 8" OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1" VERTICALLY APART. 2. WHEN TWO SECTIONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED ACROSS TWO POSTS. 3. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP. DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HALF THE HEIGHT OF THE FABRIC. MAINTENANCE CLEANOUT MUST BE CONDUCTED REGULARLY TO PREVENT ACCUMULATED SEDIMENTS FROM REACHING ONE-HALF THE HEIGHT OF THE SILT FENCE MATERIAL ABOVE GRADE. 4. ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. OVERLAP 5' MIN. SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 30" ON CENTER (SEE NOTE 1) DEFLECTOR PLATE OVERFLOW 2 - TOP OF CURB BOX OVERFLOW 1 - CENTER OF FILTER ASSEMBLY 10" FILTER ASSEMBLY CURB CG 3067 HIGH-FLOW FABRIC MIRAFI FF101 ROAD DRAIN CASTING APPLICABILTY ·NEENAH R-3067 ·NEENAH R-3512 NOT TO SCALE 8' X 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA 2'-0" MIN BERM AROUND PERIMETER GROUND SURFACE 12" MIN 12" MIN COMPACTED EMBANKMENT MATERIAL (TYP.) 3:1 OR FLATTER SIDE SLOPES NOTES: 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.CONCRETE WASHOUT AREA SHALL BE LINED WITH MINIMUM 10 MIL THICK PLASTIC LINER. 3.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 4.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 5.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER EXTEND WIRE FENCE A MIN. OF 3" INTO GROUND EXTEND SILT FENCE MATERIAL A MIN. OF 1'-0" INTO GROUND EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE USGS MAP NOT TO SCALE CONCRETE WASHOUT AREA POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. NOT TO SCALE AREA SUMMARY IN ACRES PAVEMENT AREA X.XX AC± BUILDING AREA 0.00 AC± SEEDED AREA X.XX AC± TOTAL DISTURBED X.XX AC± PRE - CONSTRUCTION IMPERVIOUS X.XX AC± POST - CONSTRUCTION IMPERVIOUS X.XX AC± FRAME PUBLI C R O A D HARD S U RF ACE MI N 0 . 5 % G R A D E 20' MINI M U M 50' M I N I M U M MINIMUM 0.5% GRADE DOWN FROM PUBLIC STREET GEOTEXTILE UNDERLINER 4"- 6" DIAMETER CLEAN STONE 10" MINIMUM N.T.S. SILT FENCE INLET PROTECTION (IP-1) NOT TO SCALE TEMPORARY STONE CONSTRUCTION EXIT ROAD DRAIN INLET PROTECTION (IP-2) GENERAL EROSION NOTES: SITE SITE 1.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2.THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION & SEDIMENTATION CONTROL PLAN-ESC PLAN), THE STANDARD DETAILS, THE PLAN NARRATIVE, AND ITS APPENDICES, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT, ISSUED AUGUST 1, 2018) AND BECOME FAMILIAR WITH THE CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. (NOTE TO THE PREPARER: EDIT APPLICATION PROCESS PER PROJECT REQUIREMENTS) 4.CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, AND THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. (NOTE TO THE PREPARER: REVISE INSPECTION RESPONSIBILITY PER OPTIONS IN SWPPP NARRATIVE (SECTION 02370)) 5.CONTRACTOR SHALL COMPLY WITH TRAINING REQUIREMENTS IN PART 21.1-21.3 OF THE GENERAL PERMIT. 6.BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 7.ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 8.CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE ESC PLANS SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GROUND DISTURBING ACTIVITIES MUST NOT OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. 9.GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 10.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 11.ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A COMPACTED CLAY LINER IS NOT ACCEPTABLE. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES. SELF-CONTAINED CONCRETE WASHOUTS ON CONCRETE DELIVERY TRUCKS ARE ALLOWED. 12.SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 13.DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 15.HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 16.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 17.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED, WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER 21-111 OR 21-112 DEPENDING ON THE SEASON OF PLANTING ( SEE MN/DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3F1 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.3H MAY BE USED IN PLACE OF TEMPORARY MULCH. 18.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. (NOTE TO THE PREPARER: WHERE PERMANENT SEEDING IS NOT CALLED OUT IN THE GRADING AND/ OR LANDSCAPE PLAN, REPLACE THE LAST SENTENCE IN THIS ITEM WITH THE FOLLOWING: SEED WET PONDS WITH MN/DOT SEED MIXTURE 310 "NATIVE WET TALL" BELOW THE HWL. SEED ALL OTHER AREAS WITH SEED MIXTURE 260 "COMMERCIAL TURF". SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2573.3.) 19.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 20.ON-SITE & OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 21.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 22.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 23.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 24.ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD EROSION CONTROL NOTES AND DETAILS C7.08 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION JULIA AVENUEHUDSON BOULEVARDEOF999.50COMM PED999.20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0015+03 MILL EXISTING BITUMINOUS REMOVE EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS JULIA AVENUEHUDSON BOULEVARD OUTLOT B EOF999.50COMM PED999.20 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+0015+03 MILL EXISTING BITUMINOUS REMOVE EXISTING BITUMINOUS SAWCUT EXISTING BITUMINOUS SCALE IN FEET 0 10050 NORTH SCALE IN FEET 0 200100 NORTH H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD TRAFFIC CONTROL PLAN C7.09 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB PEDESTRIAN RAMP DETAILS C7.10 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB PEDESTRIAN RAMP DETAILS C7.11 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB PEDESTRIAN RAMP DETAILS C7.12 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB PEDESTRIAN RAMP DETAILS C7.13 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB PEDESTRIAN RAMP DETAILS C7.14 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB PEDESTRIAN RAMP DETAILS C7.15 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION 990 995 1000 1005 1010 1015 1020 1025 1030 990 995 1000 1005 1010 1015 1020 1025 PROPOSED CENTERLINE GRADE EXISTING ℄PROFILE -0+50 0+00991.5991.520+50992.8992.771+00994.2994.181+50995.7995.682+00997.2997.182+50998.7998.673+001000.11000.143+501001.61001.634+001003.21003.174+501004.61004.615+001006.01006.005+501007.31007.286+001008.51008.496+501009.61009.637+001010.61010.587+501011.51011.478+001012.21012.218+501012.81012.849+001013.41013.399+501013.91013.8910+001014.11014.1410+501014.31014.3211+001014.41014.3511+501014.31014.3012+001014.21014.2012+501014.01014.0013+001013.61013.6013+501012.01011.9614+001011.11011.1014+501010.21010.2315+001010.11010.1015+50 16+00 90 LF - 18" RCP @ -1.25% 68 LF - 18" RCP @ -1.25% 117 LF - 15" RCP @ - 1 . 2 5 % 150 LF - 15" RCP @ - 1 . 2 5 % 149 LF - 15" RCP @ - 1 . 2 5 % 236 LF - 15" RCP @ - 1 . 2 5 % CB8 RIM=1013.64 INV=1007.68 CB7 RIM=1013.03 INV=1004.75CB6 RIM=1011.44 INV=1002.86CB5 RIM=1008.86 INV=1000.99CB4 RIM=1006.08 INV=999.56 CB3 RIM=1004.18 INV=998.86CB2 RIM=1001.55 INV=997.55 CBMH1 RIM=999.51 INV=997.65 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00HUDSON BOULEVARD 236 LF - 15" RCP @ -1.25%149 LF - 15" RCP @ -1.25%150 LF - 15" RCP @ -1.25% 117 LF - 15" RCP @ -1.25% 68 LF - 18" RCP @ -1.25%90 LF - 18" RCP @ -1.25%EOF999.50COMM PED999.20 1000 998999997995 CBMH 1 CBMH 2 CBMH 3 CBMH 4 CBMH 5 CBMH 6 CBMH 7 CB 8 CONNECT TO EXISTING STMH 63 LF - 18" RCP @ -1.25% REMOVE FES AND CONNECT TO EXISTING STORM SEWER MH 9 RIM=999.76 INV=994.60 SCALE IN FEET 0 8040 NORTH HUDSON BOULEVARD N H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD STORM SEWER PLAN & PROFILE C8.01 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION 13-1/2"1/2" R 6"6" 8"24" 3" R 1/2" R 7"2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 2"2"2"SLOPE 3/4" PER FT. 1 313-1/2"1/2" R 6"6" 6" MIN 8"24" 3" R 1/2" R 7"A MINIMUM OF 4" OF CLASS 5 SHALL BE PLACED BELOW THE CURB 2 - #4 REINFORCING RODS AT CATCH BASINS 20 FEET IN LENGTH, CENTERED ON THE STRUCTURE 2"2"2"SLOPE 3/4" PER FT. 1 3 N.T.S. 01 B624 CONCRETE CURB & GUTTER H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB HUDSON BLVD DETAILS C8.02 Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION 3+00 4+00 5+00 HWL BOT NWL SCALE IN FEET 0 4020 NORTH H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTIONTHE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JJB JDB WEST DETENTION POND EXPANSION PLAN C8.03 902.5X902 SPOT ELEVATION CONTOUR RIP RAP OVERFLOW ELEV. CURB & GUTTER BUILDING RETAINING WALL PROPERTY LIMIT EXISTINGPROPOSED LEGEND WETLAND LIMITS TREELINE STORM SEWER SOIL BORINGS DRAINTILE EOF 902.5 D POND CLAY LINER 1.SHALL MEET THE FOLLOWING REQUIREMENTS: 1.1.50 PERCENT OR GREATER PASSING #200 SIEVE OR 1.2.20 PERCENT FINES WITH A PI OF 7 2.PLACEMENT AND DOCUMENTATION SHALL COMPLY WITH NRCS WISCONSIN SPECIFICATION 204, EARTHFILL FOR WASTE STORAGE FACILITIES 3.MINIMUM THICKNESS SHALL BE 24” Registration No.Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 08/25/202260236 JOSHUA J. BROWN NOT FOR CONSTRUCTION H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB DETAILS C9.01 H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 6" MIN. SLABTHICKNESS NOTE:WHEN WEIR WALL HEIGHT IS GREATER THAN6' THE FOLLOWING SHALL BE REQUIRED:1. STEPS 2. 6' Ø MH 3. 8" WEIR WALL W/ 8" KEYWAY 6" ELEV.=1017.45 ELEV.=1006.53 GRATE DETAIL PLAN VIEW OUTLET INLET OUTLET NOTE: ALL PVC FITTINGS WITHIN STRUCTURE SHALL BE AWWA C-900 OR C-907 (FITTINGS), SUITABLE FOR PRESSURE SERVICE WITH WATERTIGHT CONNECTIONS. NON PERFORATED PIPE SHALL BE INSULATED. DUCTILE IRON MAY BE SUBSTITUTED FOR PVC. 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149H MOD.) 6" MIN. HOLE FOR 15" DIA. OUTLET PIPE INV=1007.53 GASKETED FLEXIBLEWATERTIGHT CONNECTIONFOR ALL PIPE. SEE GRATE DETAIL N.T.S. 5' Ø MH (TYP.) 1'MIN POND 7P - OUTLET CONTROL STRUCTURE PROVIDE 4- 1/2" Ø SS ANCHOR BOLTS WITH CLIPS 1/4"x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) OUTSIDE MH WALL HOT-DIPPED GALVANIZED#5 SMOOTH BAR @ 4" ELEV.=1017.95 GRATE IN 2 SECTIONS1-1/4"3-1/4"x 3-1/4" OPENINGS) TO FLAT BAR=1" 08 O.C. EACH WAY (PROVIDES BIOFILTRATION BASINBOTTOM = 1010.22 6" DRAINTILE @ 0.5% MIN HWL = 1015.72DRAINTILE INLET 6" PVC WATERTIGHT JOINT SEAL (TYP.)GATE VALVE TRANSITION PIECE PERFORATED TO NON-PERFORATED FROM FILTRATION BASIN (SEE FILTRATION BASIN DRAINTILE DETAIL) HOLE FOR 15" DIA. INLET PIPE INV=1011.53 HOLE FOR 6" DIA DRAINTILE INV=1007.53SEE DRAINTILE INLET DETAIL N.T.S. PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT. NATIVE PLANTS RECOMMENDED. (SEE LANDSCAPE PLAN) MEDIA WIDTH-VARIES BOTTOM-VARIES 3H:1L MAX. 2" GRASS EDGE UNDISTURBED, UNCOMPACTED INSITU SOIL SEE IRON AMENDMENTS LAYERING SCHEDULE(DETAIL THIS PAGE) MNDOT 3733 TYPE V GEOTEXTILE LINER FOR SEPARATION1:3 (MIN) TYP0.25% (MAX) TYP.BOTTOM ELEVATION SEE GRADING PLAN 36"MIN.3" MULCH SEE DRAINTILE CROSS SECTION 05 FILTRATION BASIN WITH LINER DRAINTILECROSS SECTION FILTER MEDIA OVER DRAINTILE I = 0.5-FT MIN UNDISTURBED NATIVE SOIL 30 MIL SMOOTH POLYVINYL CHLORIDE GEOMEMBRANE OR APPROVED EQUIVALENT 6" MIN SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE DRAINTILE MNDOT TYPE 3733 TYPE V GEOTEXTILE FOR SEPARATION 3" OF WASHED # 57 STONE ON TOP AND SIDES OF DRAINTILE NOTES: 1. IMPERMEABLE LINER SHALL BE 30 MIL SMOOTH POLYVINYL CHLORIDEGEOMEMBRANE OR APPROVE EQUIVALENT. 2. DRAINTILE SHALL BE SCHEDULE 40 OR SDR 35 SMOOTH WALL PVC PIPE OR APPROVED EQUIVALENT (ASTM D-1785 or AASHTO M-278). DRAINTILE SHALL CONTAIN 3/8” PERF. @ 6” ON CENTER, 4 HOLES PER ROW. THERE SHALL BE A MINIMUM OF 3" WASHED #57 STONE (1.5"-3.5") OVER DRAINTILE. 3. USE SOLID SECTIONS OF NON-PERFORATED PVC PIPING AND WATERTIGHT JOINTS WHEREVER THE UNDERDRAIN SYSTEM PASSES BELOW BERMS, DOWN STEEP SLOPES, MAKES A CONNECTION TO DRAINAGE STRUCTURE, OR DAYLIGHTS ON GRADE. 4. DRAINTILE CLEANOUTS SHALL BE PLACED AT THE UPSTREAM ANDDOWNSTREAM END OF EACH DRAINTILE, OR PER UTILITY PLANS. CLEANOUTS SHALL BE AT LEAST 4-IN DIAMETER VERTICAL NON-PERFORATED SCHEDULE 40 PVC PIPE, AND EXTEND TO SURFACE. CAP CLEANOUTS WITH WATERTIGHT REMOVABLE CAP. 5. GEOTEXTILE FABRIC SHALL BE MNDOT TYPE 3733 TYPE V GEOTEXTILE FORSEPARATION OR APPROVED EQUIVALENT. 6. FILTRATION MEDIA SHALL MEET MPCA BIOFILTRATION MEDIA MIX D REQUIREMENTS. 3" MULCH 2" OF CHOCKING STONE (1/2" MINUS) ON TOP AND SIDES 6" MIN. SLAB THICKNESS NOTE: WHEN WEIR WALL HEIGHT IS GREATER THAN 6' THE FOLLOWING SHALL BE REQUIRED: 1. STEPS 2. 6' Ø MH 3. 8" WEIR WALL W/ 8" KEYWAY 6" ELEV.=1010.08 ELEV.=1002.60 GRATE DETAIL PLAN VIEW OUTLET INLET OUTLET NOTE: ALL PVC FITTINGS WITHIN STRUCTURE SHALL BE AWWA C-900 OR C-907 (FITTINGS), SUITABLE FOR PRESSURE SERVICE WITH WATERTIGHT CONNECTIONS. NON PERFORATED PIPE SHALL BE INSULATED. DUCTILE IRON MAY BE SUBSTITUTED FOR PVC. 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149H MOD.) 6" MIN. HOLE FOR 24" DIA. OUTLET PIPE INV=1003.60 GASKETED FLEXIBLE WATERTIGHT CONNECTION FOR ALL PIPE. SEE GRATE DETAIL N.T.S. 5' Ø MH (TYP.) 1'MIN POND 4P - OUTLET CONTROL STRUCTURE PROVIDE 4- 1/2" Ø SS ANCHORBOLTS WITH CLIPS 1/4"x 1" FLAT BAR(ROLLED TO PROVIDEOUTER RING) OUTSIDE MH WALL HOT-DIPPED GALVANIZED#5 SMOOTH BAR @ 4" ELEV.=1010.58 GRATE IN 2 SECTIONS1-1/4"3-1/4"x 3-1/4" OPENINGS) TO FLAT BAR=1" 06 O.C. EACH WAY (PROVIDES BIOFILTRATION BASINBOTTOM = 1006.60 6" DRAINTILE @ 0.5% MIN HWL = 1008.93DRAINTILE INLET 6" PVC WATERTIGHT JOINT SEAL (TYP.)GATE VALVE TRANSITION PIECEPERFORATED TONON-PERFORATED FROM FILTRATION BASIN (SEE FILTRATION BASIN DRAINTILE DETAIL) HOLE FOR 24"DIA. INLET PIPEINV=1006.60 HOLE FOR 6" DIA DRAINTILEINV=1003.60SEE DRAINTILE INLET DETAIL TOP OF WEIR WALLINV=1008.00 6" MIN. SLAB THICKNESS NOTE: WHEN WEIR WALL HEIGHT IS GREATER THAN 6' THE FOLLOWING SHALL BE REQUIRED: 1. STEPS 2. 6' Ø MH 3. 8" WEIR WALL W/ 8" KEYWAY 6" ELEV.=1016.76 GRATE DETAIL PLAN VIEW OUTLET INLET OUTLET NOTE: ALL PVC FITTINGS WITHIN STRUCTURE SHALL BE AWWA C-900 OR C-907 (FITTINGS), SUITABLE FOR PRESSURE SERVICE WITH WATERTIGHT CONNECTIONS. NON PERFORATED PIPE SHALL BE INSULATED. DUCTILE IRON MAY BE SUBSTITUTED FOR PVC. 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149H MOD.) 6" MIN. HOLE FOR 15" DIA. OUTLET PIPE INV=1017.02 GASKETED FLEXIBLE WATERTIGHT CONNECTION FOR ALL PIPE. SEE GRATE DETAIL N.T.S. 5' Ø MH (TYP.) POND 1P - OUTLET CONTROL STRUCTURE PROVIDE 4- 1/2" Ø SS ANCHORBOLTS WITH CLIPS 1/4"x 1" FLAT BAR(ROLLED TO PROVIDEOUTER RING) OUTSIDE MH WALL HOT-DIPPED GALVANIZED#5 SMOOTH BAR @ 4" ELEV.=1017.26 GRATE IN 2 SECTIONS1-1/4"3-1/4"x 3-1/4" OPENINGS) TO FLAT BAR=1" 07 O.C. EACH WAY (PROVIDES HWL = 1018.17 WATERTIGHT JOINT SEAL (TYP.) HOLE FOR 15"DIA. INLET PIPE INV=1017.02 INLET INFILTRATION BASIN BOTTOM 1016.00 1'-4"1'-4" 6"MAX.24"MAX. "O" NOTE: TIE LAST 3 JOINTS ON INLET AND OUTLET. IF NO APRON IS USED, TIE LAST 3 SECTIONS OF PIPE. USE 2 TIE BOLT FASTENERS PER JOINT INSTALLED AT 60° FROM TOP OR BOTTOM OF PIPE. USE 5/8" TIES FOR PIPE SIZES 12" TO 27". USE 3/4" TIES FOR PIPE SIZES 30" TO 66". USE 1" TIES FOR PIPE SIZES OVER 72". NUTS AND WASHERS ARE NOT REQUIRED ON PIPE SIZES LESS THAN 21". INDIVIDUAL STONES, EXCEPT THOSE USED FOR CHINKING, SHALL NOT WEIGHT LESS THAN 50 LBS. EACH. PLACE RIPRAP AROUND SIDES AND OVER TOP OF FLARED END SECTIONS. GEOFABRIC REQUIRED UNDER RIPRAP (MIRAFI 500 OR EQUAL). TRASH GUARDS WILL BE REQUIRED ON 12" OR LARGER PIPES. IN PLACE OF TRASH GUARDS, ENERGY DISSIPATORS (MN/DOT STANDARD PLATE NO. 5201 B) MAY BE USED. HAND-PLACED RIPRAP, 1 FOOT DEEP NOTE: ONE CU. YD. IS APPROXIMATELY 1.4 TONS. SIZE OF PIPE RIPRAP REQUIRED 54" & Over 20-24 CU. YD. 36" to 48"10-13 CU. YD. 27" to 33"6-8 CU. YD. 24" & Less 4-6 CU. YD.SIZE OF PIPE12" TO 18"21" TO 42"48" TO 72" PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TOF.E.S. HOT DIP GALVANIZE AFTER FABRICATION. "O" 4" 6" 12" BOLTS 58" 34" 1" BARS 34" 1" 1-14" N.T.S. 01 FLARED END SECTION STANDARD STALL ADA STALL ACCESS ISLE ADA STALL STANDARD STALL 6" TRANSITION PAVEMENT TO FLUSH WITH SIDEWALK INTEGRALSIDEWALK CURBSEE DETAIL ACCESSIBLEPARKING SIGNSEE DETAIL 2' STRIPING - 4"TRAFFIC WHITE INTEGRALSIDEWALK CURBSEE DETAIL INTEGRAL SIDEWALK CURBSEE DETAIL 1.5% (2% MAX.) PLAN VIEW OF ADA PARKING SECTION A-A SECTION B-B B B AA N.T.S. NO PARKING ACCESSIBLE STALLMARKING SEE DETAIL 8' MAX NO PARKING SIGN 02 ADA PARKING N.T.S.12"3.5'3'1.5'3'3"1' VEHICLE IDREQUIRED PARKINGNOTE: ANY SIGN FREESTANDING INASPHALT PARKINGLOT SHALL BE MOUNTED AS SHOWN.FOR VIOLATIONUP TO $200 FINE CONCRETE GRANULAR BASE PAVING ONE WRAP OF #30 ROOFING FELT 6"Ø SCH. 40 STEEL PIPE-FILL WITH CONC. 4" x 4" STEEL TUBE (SEE SIGN DETAILS THIS SHEET) STANDARD MNDOT SIGN NO. R7-8M 1.5' ACCESSIBLE VAN PROVIDE VAN ACCESSIBLE SIGN AT RIGHT HAND DISCHARGE PARKING SPACES STANDARD MNDOT SIGN NO. R7-8B 5.0' MIN. 5.5' MAX.(WHEN R7-8B NOT PROVIDED)5.0' MIN. 5.5' MAX.(WHEN R7-8B PROVIDED)NO PARKING ACCESSAISLE PROVIDE NO PARKING, ACCESS AISLE SIGN CENTERED AT HEAD OF ACCESSIBLE ACCESS AISLE 03 ACCESSIBLE PARKING SIGN THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB DETAILS C9.02 STANDARD DUTY PAVEMENT NOTES: 1.THE PAVEMENT SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MNDOT "STANDARD SPECIFICATIONFOR CONSTRUCTION", AND ALSO THE REQUIREMENTS OFTHE OWNER'S GEOTECHNICAL CONSULTANT. 2.ALL THICKNESSES, AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3.MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BEPLACED BETWEEN SUCCESSIVE BITUMINOUS LIFTS ANDAGAINST ABUTTING CONCRETE CURB EDGES. 2" BITUMINOUS BASE COURSE, MN/DOT SPNWB330F* 10" CLASS 5 AGGREGATE BASE, MN/DOT 3138 APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE, MN/DOT SPWEA330F*1.5" BITUMINOUS BASE COURSE, MN/DOT SPWEB340F* 8" CLASS X AGGREGATE BASE, MN/DOT 3138 APPROVED SUBGRADE 1.5" BITUMINOUS WEAR COURSE, MN/DOT SPWEA440F* N.T.S. 08 * REFER TO BITUMINOUS MIX DESIGN REQUIREMENT PROVIDED BY THE GEOTECHNICAL CONSULTANT PAVEMENT SECTIONS 6" MIN. SLAB THICKNESS NOTE: WHEN WEIR WALL HEIGHT IS GREATER THAN 6' THE FOLLOWING SHALL BE REQUIRED: 1. STEPS 2. 6' Ø MH 3. 8" WEIR WALL W/ 8" KEYWAY 6" ELEV.=1008.99 GRATE DETAIL PLAN VIEW OUTLET INLET OUTLET NOTE: ALL PVC FITTINGS WITHIN STRUCTURE SHALL BE AWWA C-900 OR C-907 (FITTINGS), SUITABLE FOR PRESSURE SERVICE WITH WATERTIGHT CONNECTIONS. NON PERFORATED PIPE SHALL BE INSULATED. DUCTILE IRON MAY BE SUBSTITUTED FOR PVC. 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149H MOD.) 6" MIN. HOLE FOR 18" DIA. OUTLET PIPE INV=1001.50 GASKETED FLEXIBLE WATERTIGHT CONNECTION FOR ALL PIPE. SEE GRATE DETAIL N.T.S. 5' Ø MH (TYP.) POND 3P - OUTLET CONTROL STRUCTURE PROVIDE 4- 1/2" Ø SS ANCHORBOLTS WITH CLIPS 1/4"x 1" FLAT BAR(ROLLED TO PROVIDEOUTER RING) OUTSIDE MH WALL HOT-DIPPED GALVANIZED#5 SMOOTH BAR @ 4" ELEV.=1009.49 GRATE IN 2 SECTIONS1-1/4"3-1/4"x 3-1/4" OPENINGS) TO FLAT BAR=1" 09 O.C. EACH WAY (PROVIDES HWL = 1005.68 WATERTIGHT JOINT SEAL (TYP.) HOLE FOR 18" DIA. INLET PIPE INV=1002.80 INLET NWL: 1003 AQUATIC BENCH: 1002 MAINTENANCE BENCH: 1004 N.T.S.IRON AMENDMENTS LAYERING SCHEDULE07 5" 20% COMPOST, 80% ASTM 33 SAND 10" 100% ASTM 33 SAND 10" 95% ASTM 33 SAND, 5% IRON FILINGS HOLE FOR 6" DIA. DRAINTILE FROM SAND BENCH INV=1001.50 THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL EAB JDB DETAILS C9.02 H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental NOT FOR CONSTRUCTION Registration No. Date: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state of Minnesota. If applicable, contact us for a wet signed copy of this plan which is available upon request at Sambatek's, Minnetonka, MN office. 09/23/202258645 JOSEPH D. BAILEY REVISED FINAL PUD SUBMISSION 09.23.2022 LEVEL 1 IMPERMEABLE LINER NWL:1003 LEVEL 1 IMPERMEABLELINER NWL:1003BOTTOM: 99218"MINIMUM FILTRATION BED DEPTH N.T.S. IRON ENHANCED FILTRATION BENCH IN WET POND01 CORRUGATED 6" PIPE WITH PERFORATIONS IRON ENHANCED SAND FILTER MEDIA, 5-8% IRON FILINGS BY WEIGHT 18" MINIMUM FILTRATION BED DEPTH IRON ENHANCED SAND FILTER MEDIA, 5-8% IRON FILINGS BY WEIGHT CORRUGATED 6" PIPE WITH PERFORATIONS PEA GRAVELPEA GRAVEL SEE SHEET C4.01 FOR BENCH WIDTH SEE SHEET C4.01 FOR BENCH WIDTH 6" MIN. SLABTHICKNESS NOTE:WHEN WEIR WALL HEIGHT IS GREATER THAN6' THE FOLLOWING SHALL BE REQUIRED: 1. STEPS 2. 6' Ø MH 3. 8" WEIR WALL W/ 8" KEYWAY 6" ELEV.=1010.35 ELEV.=1006.74 GRATE DETAIL PLAN VIEW OUTLET INLET OUTLET NOTE: ALL PVC FITTINGS WITHIN STRUCTURE SHALL BE AWWA C-900 OR C-907 (FITTINGS), SUITABLE FOR PRESSURE SERVICE WITH WATERTIGHT CONNECTIONS. NON PERFORATED PIPE SHALL BE INSULATED. DUCTILE IRON MAY BE SUBSTITUTED FOR PVC. 6" AGGREGATE BACKFILL (MNDOT SPEC. 3149H MOD.) 6" MIN. HOLE FOR 24" DIA. OUTLET PIPE INV=1007.74 GASKETED FLEXIBLEWATERTIGHT CONNECTIONFOR ALL PIPE. SEE GRATE DETAIL N.T.S. 4' Ø MH 1'MIN POND 15P - OUTLET CONTROL STRUCTURE PROVIDE 4- 1/2" Ø SS ANCHOR BOLTS WITH CLIPS 1/4"x 1" FLAT BAR (ROLLED TO PROVIDE OUTER RING) OUTSIDE MH WALL HOT-DIPPED GALVANIZED#5 SMOOTH BAR @ 4" GRATE IN 2 SECTIONS1-1/4"3-1/4"x 3-1/4" OPENINGS) TO FLAT BAR=1" 08 O.C. EACH WAY (PROVIDES BIOFILTRATION BASINBOTTOM = 1010.00 6" DRAINTILE @ 0.5% MIN HWL = 1010.78 DRAINTILE INLET 6" PVC WATERTIGHT JOINT SEAL (TYP.)GATE VALVE TRANSITION PIECE PERFORATED TO NON-PERFORATED FROM FILTRATION BASIN (SEE FILTRATION BASIN DRAINTILE DETAIL) HOLE FOR 6" DIA DRAINTILEINV=1007.74SEE DRAINTILE INLET DETAIL HUDSON BOULEVARD N JULIA AVE N2501 2502 2503 2504 2505 2506 2507 2508 2509 2510 2511 2512 PROPOSED BUILDING 49,417 S.F. FFE=1022.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD) (PRIVATE ROAD ) GFE=1011.00 PROPOSED BUILDING 13,150 S.F. FFE=1023.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACK52'X30' SPORT COURT CALCULATIONS INCHES ON SITE (RESIDENTIAL) CONIFERS INCHES COMMON INCHES HARDWOOD INCHES INCHES ON SITE (COMMERCIAL) CONIFERS INCHES COMMON INCHES HARDWOOD INCHES * MITIGATION TREES WILL BE FULFILLED CONCURRENTLY WITH LANDSCAPE REQUIREMENTS LEGEND LAKE ELMO LANDSCAPE CODETREE REMOVAL REQUIRED TREES 2 7 15 3 REQUIRED INCHES 9/2 = 5 34/2 = 17 150/4 = 38 15/2 = 8 Tree replacement calculations. Thirty (30) percent of the total diameter inches of significant trees on the site of new construction, new development, or redevelopment may be removed without replacement. The applicant shall plant all required replacement trees on the site of the proposed new construction, new development, or redevelopment. The following calculation procedure must be used to determine tree replacement requirements: Tally the total number of diameter inches of all significant trees on the site. A calculation must be provided which breaks out the number of inches removed for hardwood, evergreen/deciduous, and common trees. The thirty (30) percent removal figure applies to each category individually and trees are replaced according to the Tree Replacement Schedule in subsection (c)(8) of this section. Tree replacement schedule. Tree removals over the allowable tree removal limit on the parcel or site of new construction, new development, or redevelopment shall be replaced according to the following schedule: Common tree species shall be replaced with new trees at a rate of one-fourth (1/4) the diameter inches removed. Coniferous/evergreen tree species shall be replaced with new coniferous or evergreen trees at a rate of one-half (1/2) the diameter inches removed. Since coniferous species are often sold by height rather than diameter inch, the following conversion formula can be used: Height of Replacement Coniferous Tree/2 equals Diameter Inches of Credit. Hardwood deciduous tree species shall be replaced with new hardwood deciduous trees at a rate of one-half (1/2) the diameter inches removed. Replacement tree size. Replacement trees must meet the minimum sizes listed in LEC 105.12.480. H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 09/23/202259119 JOHN R. WORKMAN NOT FOR CONSTRUCTION REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL MJL JRW TREE PRESERVATION L0.01 REMOVED 13 - - 34 150 15 2501 White Spruce (Picea glauca)13 Coniferous Remove 2502 Red Maple (Acer rubrum)9 Hardwood Remove 2503 Red Maple (Acer rubrum)6 Hardwood Remove 2504 Silver Maple (Acer saccharinum)16 Common Remove 2505 Silver Maple (Acer saccharinum)19 Common Remove 2506 Silver Maple (Acer saccharinum)24 Common Remove 2507 Silver Maple (Acer saccharinum)31 Common Remove 2508 Silver Maple (Acer saccharinum)30 Common Remove 2509 White Spruce (Picea glauca)11 Coniferous Remove 2510 White Spruce (Picea glauca)10 Coniferous Remove 2511 Silver Maple (Acer saccharinum)17,13 Common Remove 2512 Austrian Pine (Pinus nigra)13 Coniferous Remove PROPOSED 2 7* 15* 3* EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN TREE PROTECTION FENCE LIMITS OF DISTURBANCE TREE TO BE REMOVED D S LS RIPRAP ON SITE 13 - - 34 150 15 LAKE ELMO TREE PRESERVATION CODE ALLOWABLE (30%) 4 INCHES COLORED, STAMPED CONCRETE, RANDOM FLAGSTONE PATTERN PROPOSED BUILDING 49,417 S.F. FFE=1022.00 20' SETBACK20' SETBACK 20' SETBACK20' SETBACKT T (PRIVATE ROAD)(PRIVATE ROAD)GFE=1011.00 THUNDER GRAY INTEGRAL CONCRETE COLOR HUDSON BOULEVARD N OUTLOT B JULIA AVE N3/4″ CREME/BUFF LIMESTONE PROPOSED BUILDING 13,150 S.F. FFE=1023.00 CD 4 SSL 6 JHP 20 LH 24 RD 4 YD 7 CD 5 YD 6 YD 4 CD 4 YD 3 CD 5 DW 3 KFG 8 KFG 8 KFG 8 BH 15 KFG 13 SW 3 LH 2 1 SW 5 YD7 DW 5 CD 2 YD 7 DW 2 YD 5 DW 5 CD 4 DW 3 YD 3 DW 20 SBA 31 BSC 2 TH SS 10 BL 4 2 NS SG 11 HB1 GB 1 HL 1 HL 1 HB 1 GB 1 HB HL 1 1 HL 1 GB 1 HB 1 SG HL 1 1 NS 1 BL RB 3 RB 1 3 RB BS 2 1 SO 1 GB 3 IL WP 3 1 PE JVS 2 JSM 11 1 SG 1 HB 1 SG 1 SG 1 GB 1 HB 1 GB 3 BS 3 BF 1 BS 1 PE HB 3 1 BF 1 BL 3 PE SG 1 GB 1 WP 3 BL 1 GB 1 3 WP 2 BS GB 1 15 BH 15 BH 11 BH 3 BF 13 KFG 13 KFG 6 SBA 6 PMS 5 HA 3 GL 3 GL BS 6 BF 2 2 RD VTC 3 1 SDI 2 YD 2 SDI1 HB 3 SDI 1 RD YD 2VTC 3 3 YD SDI 1 1 WP WP 5 1 GB CALCULATIONS OVERALL TREES FOR DISTURBED AREA (5 per ACRE) OVERALL STREET TREES (1 per 50 LF OF FRONTAGE) OVERALL ADDITIONAL REPLACEMENT TREES TOTAL REQUIRED TREES PERIMETER LOT TREES (RESIDENTIAL: 1 per 40 LF) PARKING LOT (RESIDENTIAL) PARKING LOT (COMMERCIAL) LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED LAKE ELMO LANDSCAPE CODE WETLAND LIMITS TREELINE PROPOSED 92 26 2 120 27 12 5 CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE D S LS RIPRAP REQUIRED 61 26 2 89 19 12 5 A minimum of one tree shall be planted for every 50 feet of street frontage, lake shore or stream frontage, or fraction thereof. In addition to the requirements of subsection (c)(1) of this section, a minimum of five trees shall be planted for every one acre of land that is disturbed by development activity. Such trees may be used for parking lot landscaping or screening as specified in subsections (d) and (e) of this section. At least five percent of the interior area of parking lots with more than 30 spaces shall be devoted to landscape planting areas. Areas may consist of islands or corner planting beds. A variety of trees and shrubs should be used to provide visual interest year-round. No more than 50 percent of the required number of trees and shrubs may consist of any one species. A minimum of 25 percent of the required number of trees shall be deciduous shade trees, and a minimum of 25 percent shall be coniferous trees. Ornamental trees may be used when applied towards landscaping requirements. However, the number of trees shall not exceed 15 percent of the required amount. GROUND COVERS CODE BOTANICAL / COMMON NAME CONT 25-131 MNDOT Seed Mix 25-131 / Low Maintenance Fescue mix Seed 33-261 MNDOT Seed Mix 33-261 / Ponds and Wet Areas Seed 35-241 MNDOT Seed Mix 35-241 / Mesic Prairie General Seed TUR HIG Turf Sod Highland Sod / Sod Sod GROUNDCOVER SCHEDULE H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 09/23/202259119 JOHN R. WORKMAN NOT FOR CONSTRUCTION REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 6030 NORTH THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JRW JRW LANDSCAPE PLAN L1.01 PLANT SCHEDULE TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY SG Acer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2.5"Cal 6 RB Betula nigra `Cully` TM / Heritage Birch B & B 2.5"Cal 7 HB Celtis occidentalis / Common Hackberry B & B 2.5"Cal 9 GB Ginkgo biloba `Autumn Gold` TM / Maidenhair Tree B & B 2.5"Cal 10 HL Gleditsia triacanthos `Skyline` / Skyline Honey Locust B & B 2.5"Cal 5 SO Quercus bicolor / Swamp White Oak B & B 2.5"Cal 1 BL Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal 7 PE Ulmus americana `Princeton` / American Elm B & B 2.5"Cal 5 CONIFERS CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY BF Abies balsamea / Balsam Fir B & B 6` 9 JSM Juniperus scopulorum 'Medora' / Medora Juniper B & B 7` 11 JVS Juniperus virginiana 'Skyrocket' / Skyrocket Eastern Redcedar B & B 6`2 NS Picea abies / Norway Spruce B & B 6` 3 BS Picea glauca densata / Black Hills Spruce B & B 6` 14 WP Pinus strobus / White Pine B & B 6` 13 ORN. TREES CODE BOTANICAL / COMMON NAME CONT CAL SIZE QTY SS Malus x `Spring Snow` / Spring Snow Crab Apple B & B 2"Cal 10 IL Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac B & B 2"Cal 3 SHRUBS CODE BOTANICAL / COMMON NAME CONT BX Buxus x `Chicagoland Green` TM / Glencoe Boxwood 10 gal 18 YD Cornus alba `Bud`s Yellow` / Bud`s Yellow Dogwood 5 gal 39 RD Cornus baileyi / Bailey`s Red-twig Dogwood 5 gal 7 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 34 BH Diervilla lonicera / Dwarf Bush Honeysuckle 5 gal 56 LH Hydrangea paniculata `Jane` / Little Lime Hydrangea 5 gal 26 TH Hydrangea paniculata `Tardiva` / Tardiva Hydrangea 5 gal 2 JHP Juniperus horizontalis `Prince of Wales` / Prince Of Wales Juniper 5 gal 28 PMS Philadelphus x 'Miniature Snowflake' / Miniature Snowflake Mockorange 5 gal.8 SW Physocarpus opulifolius `Summer Wine` / Summer Wine Ninebark 5 gal 4 GL Rhus aromatica `Gro-Low` / Gro-Low Fragrant Sumac 5 gal 6 SDI Salix discolor / Pussy Willow 5 gal 7 DW Salix purpurea `Nana` / Dwarf Arctic Willow 5 gal 29 SSL Sorbaria sorbifolia `Levgreen` TM / Matcha Ball Ash Leaf Spirea 5 gal.6 HA Thuja occidentalis `Holmstrup` / Holmstrup Cedar 10 gal 5 VTC Viburnum trilobum `Compactum` / Compact American Cranberrybush 5 gal 6 GRASSES CODE BOTANICAL / COMMON NAME CONT KFG Calamagrostis x acutiflora `Karl Foerster` / Feather Reed Grass 1 gal 63 PERENNIALS CODE BOTANICAL / COMMON NAME CONT LMA Alchemilla mollis `Thriller` / Lady`s Mantle 1 gal 15 SBA Allium x `Summer Beauty` / Summer Beauty Allium 1 gal 44 PDA Aster novae-angliae `Purple Dome` / Purple Dome New England Aster 1 gal 14 CVZ Coreopsis verticillata `Zagreb` / Zagreb Tickseed 1 gal 23 BSC Isotoma fluviatilis / Blue Star Creeper 1 gal.102 LSD Leucanthemum x superbum 'Daisy Duke' TM / Daisy May Shasta Daisy 1 gal 14 LSS Leucanthemum x superbum 'Snowcap' / Snowcap Shasta Daisy 1 gal 16 KOL Liatris spicata `Kobold` / Spike Gayfeather 1 gal 19 GCJ Lysimachia nummularia 'Aurea' / Golden Creeping Jenny 1 gal 62 PLANT SCHEDULE H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 09/23/202259119 JOHN R. WORKMAN NOT FOR CONSTRUCTION REVISED FINAL PUD SUBMISSION 09.23.2022 PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF TREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. 30" RADIUS MULCH RING A1.5 X A MIN. 1 1 TREE PLANTING DETAIL 1/4" = 1'-0" L1.02 P-01 1 INSTALL 3" LAYER OF MULCH, DO NOT PLACE IN CONTACT W/ SHRUB STEM APPLY PRE-EMERGENT HERBICIDE EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS EXCAVATE PLANT BED MIN. 4" DEEPER THAN ROOT BALL HT. SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED SEE PLAN12" MIN SHRUB PLANTING DETAIL 3/8" = 1'-0" 18"MINPLANTING SOIL. REFER TO SPECIFICATIONS L1.02 P-02 2 INSTALL 3" LAYER OF MULCH. DO NOT PLACE IN CONTACT WITH PLANT EDGE CONDITION VARIES EDGER, REFER TO PLAN AND SPECIFICATION LOOSEN ROOTS OF CONTAINER GROWN PLANTS PLANTING SOIL, REFER TO SPECIFICATIONS SCARIFY SIDES AND BOTTOM OF PLANTING BED WITH SPADE UNDISTURBED SUBGRADE PREPARE SOIL FOR THE ENTIRE BED 18"MIN.6" REFER TO PLAN NOTE: REFER TO EXTERIOR PLANTING SPECIFICATION PERENNIAL PLANTING DETAIL 1/2" = 1'-0" L1.02 P-03 3 MULCH/DECORATIVE ROCK PER PLAN AND LANDSCAPE NOTES 316" THICK STEEL EDGER (BLACK) W/ STAKE FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN STEEL EDGER 1 1/2" = 1'-0" L1.02 P-06 4 GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO SAME SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION.6.THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION ANDPLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 8. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 11. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON-SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2. A GRANULAR PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS AT THE MANUFACTURERS RECOMMENDED RATE PRIOR TO PLANT INSTALLATION. 3. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 4. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 5. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 6. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 7. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 8. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 9. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 10. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 11. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 12. MULCH: DOUBLE SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON-SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 3" FOR SHRUB BEDS, TREE RINGS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 13. BUILDING MAINTENANCE STRIP: WHERE NO LANDSCAPE PLANTING BEDS EXIST ADJACENT TO A BUILDING FOUNDATION, CONTRACTOR SHALL INSTALL A DECORATIVE ROCK MAINTENANCE STRIP PER PLAN. DECORATIVE ROCK SHALL BE 1"-3" DRESSER TRAP ROCK, GREY IN COLOR. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 15. USE ANTI-DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 16. WRAP ALL SMOOTH-BARKED DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER 1 AND REMOVE WRAPPING AFTER MAY 1. TREE WRAPPING MATERIAL SHALL BE WHITE TWO-WALLED PLASTIC SHEETING APPLIED FROM TRUNK FLARE TO THE FIRST BRANCH. 17. ALL DECIDUOUS, PINE, AND LARCH PLANTINGS SHALL RECEIVE RODENT PROTECTION PER MNDOT 2571.31.218. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAMCONTAINING A LIBERAL AMOUNT (4% MIN.) OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED IN A 6" LAYER AND ROTO-TILLING IT INTO THE TOP 12" OF SOIL AT A 1:1 RATIO.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. 19. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT EACH EXCAVATED TREE AND SHRUB PIT WILL PERCOLATE PRIOR TO INSTALLING PLANTING MEDIUM AND PLANTS. THE CONTRACTOR SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER AND CONFIRM THAT THIS WATER WILL PERCOLATE WITHIN A 24-HOUR PERIOD. IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY, A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED OR THE PLANTING SHALL BE RELOCATED IF DIRECTED BY THE LANDSCAPE ARCHITECT. 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 21. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 22. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 22.1.POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 22.2.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 22.3.EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 22.4.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 22.5.TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 22.6.NATIVE MIX SEEDING: 4/15 - 7/20; 9/20-10/20 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE-SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 24. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 25. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW:1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TOINSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 12" INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4. TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURE NO.25-121 WILL BE PLACED AT THE RATE OF 65 POUNDS PER ACRE. 5. ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6. ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. GENERAL TREE SPECIFICATIONS: 1. ALL STREET AND PARKING LOT TREES SHALL BE LIMBED UP TO THE FOLLOWING HEIGHTS: 1.1. 2" CAL. TREES: LOWEST BRANCH 6' HT. 1.2. 3" CAL.+ TREES: LOWEST BRANCH 7' HT. 2. TREE CANOPY WIDTH SHALL BE RELATIVE TO HEIGHT/CALIPER OF TREE AND TYPE OF TREE. 2.1. 1" CALIPER/6-8' HT: 3-4' WIDTH MIN. 2.2. 2" CALIPER/12-14' HT: 4-5' WIDTH MIN. 2.3. 3" CALIPER/14-16' HT: 6-7' WIDTH MIN. 3. CANOPY TREES SHALL NOT HAVE CO-DOMINATE LEADERS IN LOWER HALF OF TREE CROWN. 4. ALL TREES SHALL HAVE SYMMETRICAL OR BALANCED BRANCHING ON ALL SIDES OF THE TREE. 5. TREES SHALL NOT BE TIPPED PRUNED. 6. TREES SHALL BE FREE OF PHYSICAL DAMAGE FROM SHIPPING AND HANDLING. DAMAGED TREES SHALL BE REJECTED. 7. SUMMER DUG TREES SHALL HAVE ROOTBALL SIZE INCREASED BY 20% 8. TREES WHICH EXCEED RECOMMENDED CALIPER TO HEIGHT RELATIONSHIP SHALL BE REJECTED. IRRIGATION NOTES: 1. IRRIGATION SYSTEM TO BE DESIGN/BUILD. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL OF SYSTEM LAYOUT PRIOR TO INSTALLATION. 2. ALL SOD TO RECEIVE SPRAY OR ROTOR IRRIGATION HEADS WITH MINIMUM DESIGN OF 1" IRRIGATION PER WEEK. 3. ALL PLANT BEDS TO RECEIVE DRIP LINE IRRIGATION , WITH A MINIMUM DESIGN OF .25" IRRIGATION PER WEEK. 4. CONTRACTOR TO INSTALL A TOTAL OF 4 QUICK COUPLERS AT THE CORNERS OF THE PROPERTY. A 2.5" TYPE K SOURCE PIPE IS PROVIDED BY MECHANICAL. LOW MAINTENANCE FESCUE NOTES: 1. DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCE PER MONTH AT 5" HEIGHT 2. DO NOT USE HIGH NITROGEN FERTILIZER ON FESCUE LAWN 3. OVERSEED THIN,BARE SPOTS IN FALL 4. ALWAYS USE SHARP BLADE WHEN MOWING TO AVOID TEARING LEAF BLADE 5. SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON NATIVE SEED MIX NOTES: 1. ESTABLISHMENT AND YEAR ONE: MOW THREE(3) TIMES FIRST YEAR ON 30-DAY INTERVALS TO A HEIGHT BETWEEN FIVE AND EIGHT INCHES. DO NOT USE FERTILIZERS. SPOT TREAT INVASIVE WOODY PLANTS OR HAND WEED INDIVIDUAL NOXIOUS WEEDS. 2. YEAR TWO: PERFORM ONE MOWING BETWEEN MID-JUNE AND MID-AUGUST. SPOT SPRAY WEEDS AS NEEDED WHERE THEY ARE ESPECIALLY DOMINATE. 3. YEAR THREE (AND BEYOND): CUT ONE TIME PER YEAR AS A CLEAN UP PROCEDURE (EITHER IN EARLY MAY OR LATE NOVEMBER). PRESCRIBED BURNS MAY BE USED AS WELL IN PLACE OF MOWING. CHECK LOCAL REGULATIONS AND PERMIT PROCEDURES. NOTES THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JRW JRW LANDSCAPE DETAILS AND NOTES L1.02 4" X 4" CEDAR POSTS 1" CHAMFER AT TOP (4 SIDES) 8" O.C. MAX. 1" X 6" CEDAR 'DOG EAR' BOARDS 1/4" GAP TYPICAL, S.S. SCREWED TO 2" X 4" CEDAR CROSS MEMBERS ON BOTH SIDES. FINISH ALL CEDAR WITH PENETRATING OIL BASE SEALER 10" DIA. SONOTUBE FOOTING W/ 4000 PSI CONCRETE, 48" DEPTH (MIN) TO FROST BY THE GENERAL CONTRACTOR. EXISTING SUBGRADE NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FROM FENCING INSTALLER CEDAR FENCE DETAIL 1/4" = 1'-0" 6'-0"L1.02 P-11 7 CONCRETE FOOTING. 3000PSI.4'48"10' MAX. TERMINAL /CORNER POST (2 78" O.D.) LINE POST (2 38" O.D.) RAIL (1 58" O.D.) CHAIN LINK FENCE, BLACK IN COLOR 12" NOTE: SEE MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR FURTHER DETAILS. SUBMIT SHOP DRAWINGS FOR APPROVAL. 4' CHAIN LINK FENCE - DOGPARK DETAIL 1/4" = 1'-0" BURY FENCE 6" BELOW GRADE. L1.02 P-38 5 4" PEA GRAVEL 6" STEEL EDGER (BLACK) W/ STAKE FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN DOG PARK - PEA GRAVEL 1 1/2" = 1'-0" WOVEN GEOTEXTILE BARRIER 6" COMPACTED BASE MATERIAL 6 P-LE-01L1.02 GFE=1011.00 CVZ 5 CVZ 3 BX 9 8 CVZ CVZ 7 BX 9 LSS 8 1 PMS CD 3 LSD 7 LSD 7 PMS 1 LSS 8 PDA 7 SBA 8 JHP 4 CD 3 SBA 10 PDA 7 JHP 4 KOL 2 BSC 6 2 LMA 11 GCJ 8 BSC 2 LMA 7 GCJ 4 KOL 8 BSC 1 LMA 9 GCJ 2 KOL 5 BSC 4 BSC 8 GCJ 6 BSC 2 LMA10 GCJ 11 BSC2 LMA 6 GCJ13 BSC 6 LMA 9 KOLBSC 10 11 GCJ 3/4″ CREME/BUFF LIMESTONE THUNDER GRAY INTEGRAL CONCRETE COLOR 2 KOL LEGEND EASEMENT CURB & GUTTER BUILDING RETAINING WALL SIGN PIPE BOLLARD STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PROPERTY LIMIT EXISTINGPROPOSED WETLAND LIMITS TREELINE CONCRETE SIDEWALK S S SANITARY SEWER LANDSCAPE EDING STORM SEWER WATERMAIN FORCEMAIN (SAN.) YARDDRAIN LIMITS OF DISTURBANCE D S LS RIPRAP H:\21\21-0022\05 - Consultants\5.0 All\220330 CAD\21-0022A22Central_NEW_JHighley@urban-works-ScottBeckman-5303851.jpg © URBANWORKS ARCHITECTURE LLC, 2020901 NORTH THIRD STREET, SUITE 145, MINNEAPOLIS, MN 55401CONSULTANT REVISIONS DATE PROJECT # PHASE DRAWN BY CHECKED BY NOT FOR CONSTRUCTION FINAL PUD SUBMISSION 08.26.2022 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering | Surveying | Planning | Environmental Registration No. Date: I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. This certification is not valid unless wet signed in blue ink. If applicable, contact us for a wet signed copy of this survey which is available upon request at Sambatek, Minnetonka, MN office. 09/23/202259119 JOHN R. WORKMAN NOT FOR CONSTRUCTION REVISED FINAL PUD SUBMISSION 09.23.2022 SCALE IN FEET 0 105 NORTH PLANT SCHEDULE SHRUBS CODE BOTANICAL / COMMON NAME CONT QTY BX Buxus x `Chicagoland Green` TM / Glencoe Boxwood 10 gal 18 CD Cornus sericea `Alleman`s Compact` / Dwarf Red Twig Dogwood 5 gal 6 JHP Juniperus horizontalis `Prince of Wales` / Prince Of Wales Juniper 5 gal 8 PMS Philadelphus x 'Miniature Snowflake' / Miniature Snowflake Mockorange 2 gal.2 PERENNIALS CODE BOTANICAL / COMMON NAME CONT QTY LMA Alchemilla mollis `Thriller` / Lady`s Mantle 1 gal 15 SBA Allium x `Summer Beauty` / Summer Beauty Allium 1 gal 18 PDA Aster novae-angliae `Purple Dome` / Purple Dome New England Aster 1 gal 14 CVZ Coreopsis verticillata `Zagreb` / Zagreb Tickseed 1 gal 23 BSC Isotoma fluviatilis / Blue Star Creeper 1 gal.71 LSD Leucanthemum x superbum 'Daisy Duke' TM / Daisy May Shasta Daisy 1 gal 14 LSS Leucanthemum x superbum 'Snowcap' / Snowcap Shasta Daisy 1 gal 16 KOL Liatris spicata `Kobold` / Spike Gayfeather 1 gal 19 GCJ Lysimachia nummularia 'Aurea' / Golden Creeping Jenny 1 gal 62 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT TUR HIG Turf Sod Highland Sod / Sod Sod PLANT SCHEDULE PLAZA THE HENDRIXLAKE ELMO, MN9400 HUDSON BOULEVARDLAKE ELMO, MN, 5504208/26/2022 50643 FINAL JRW JRW LANDSCAPE PLAZA L1.03