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PZ Agenda packet Part 2; 8-24-15
Tin Csny ()I. PLANNING COMMISSION LAKE E L MCS DATE: 8124/15 AGENDA ITEM: 5B — BUSINESS ITEM CASE. 4 2015-28 ITEM: Savona 3`d Addition Residential Subdivision — Final Plat SUBMITTED BY: Kyle Klatt, Planning Director U(, REVIEWED BY: Jack Griffin, City Engineer SUMMARY AND ACTION REQUESTED: The Planning Commission is being asked to consider a Final Plat request from Lennar Corporation for the third phase of a planned 310 unit residential development to be located on 112.6 acres west of Keats Avenue and within Stage I of the City's I-94 Corridor Planning Area. The final plat will include 21 single-family Iots and 99 single-family attached units, all of which will be accessed via the 5°h Street Parkway off of Keats Avenue. The City has previous granted approval of a Conditional Use Permit to allow the single-family attached units that are accessed via a series of private roads. Staff is recommending approval of the request subject to compliance with a series of conditions as listed in this report. GENERAL INFORMATION Applicant: U.S. Home Corporation, D/B/A Lennar, 16305 361h Avenue North, Suite 600, Plymouth, MN Property Owners: U.S. Home Corporation, DBIA Lennar, 16305 36'h Avenue North, Suite 600, Plymouth, MN Location: Outlots C and F of Savona 2nd Addition, north of I-94, west of Keats Avenue, and south of the Hammes West development site and Goose Lake. PID Numbers 34.029.21.42.0073 and 34.029.21.41.0055. Request: Application for final plat approval of a 120 -unit residential subdivision to be named Savona 3`d Addition, which is comprised of 99 single-family attached units and 21 single family detached lots. Existing Land Use and Zoning: Agricultural land, land that has been mass graded for residential development. Current Zoning: LDR and MDR Surrounding Land Use and Zoning: North — active mining and gravel operation that has been reclaimed for a future residential subdivision; west and south — agricultural land; east — Savona I" and 2nd Additions. Comprehensive Plan: Urban Low Density Residential (2.5 — 3.99 units per acre) and Urban Medium Density Residential (4 — 7 units per acre) BUSINESS ITEM 5B 2 History: Sketch Plan review by Planning Commission on 12110112. EAW approved by the City Council on 712113. Preliminary Plat approved on $/6113. Final Plat for first addition approved on 2/18114. Final Plat for second addition approved on 9/16/14. Deadline_ for Action., Application Complete — 8/12115 60 Day Deadline — 10/11/15 Extension Letter Mailed — No 120 Day Deadline — N/A Applicable Regulations: Chapter 153 — Subdivision Regulations Article 10 — Urban Residential Districts (LDR) § 150270 Storm Water, Erosion, and Sediment Control REQUEST DETAILS The City of Lake Elmo has received a request from Lennar Corporation for final plat approval of the third phase of the Savona residential development (Savona 3`d Addition). The final plat includes 21 single family residential lots, 99 single family attached units (townhouses), and the infrastructure necessary to support the future homes on these lots. The City Council approved the Savona Preliminary Plat on August 6, 2013, which covered 113 acres of land within the 1-94 Corridor planning area. There are 310 single family and multi -family residential units planned within the entire subdivision, and the final plat covers portion of the overall total of units that will eventually be platted. Lennar has finalized its purchase of the land included in the final plat area, and is acting as the sole applicant for this request. With the third addition, the total number of homes that will have been platted within the Savona development is 233 residential units, which includes 112 single family lots and 121 single-family attached lots. Upon approval of the final plat, there will be 77 single family lots remaining in the subdivision to be platted. The majority of the third addition comprises the remaining build -out of the townhouse area south of 5`h Street. The initial 22 townhouses were platted with the second addition, along with the initial leg of 5`h Street Lane North that will provide a public road connection to all of the private townhouse access streets. Because of revisions to the storm water plan that have previously been required by the watershed district, there have been some changes to the ponding and infiltration system within the preliminary plat area. The most significant of these changes resulted in an expansion of the storm water pond in the southeast comer of the townhouse area (Outlot J of 2"d Addition). In order to accommodate a larger pond in this area, some of the townhouse lots around the pond were reconfigured to provide the needed room for the pond. The location of the public road through this area remains unchanged, and the reconfiguration resulted in one less townhouse unit than was approved at the preliminary plat stage. Staff has deemed that the overall changes are consistent with the preliminary plat as approved. The applicant has submitted detailed construction plans for related to sanitary sewer, water main, storm sewer, grading, drainage, erosion control, landscaping, and other details that have been reviewed by the City Engineer, The grading plans cover the remaining portions of Savona that have not yet been developed, and the applicant has entered into a grading agreement with the City to start this work prior to final plat approval. All of the other construction and development plans are specific to the third addition lots. Please note that the applicant's grading plans require grading work to occur on adjacent property, but the approved plans only authorize work on the Lennar site. The BUSINESS ITEM 5B applicant has indicated that they will be securing temporary grading easements from any affected neighboring parcels, and the City's approval of this work will need to be contingent upon the securing of these easements. One of the issues that had been a significant part of the discussions between the developer and the City concerning Savona is the construction and platting of 5" Street through the subdivision area. The City has maintained a position that 5`h Street is an integral component of development within the 1-94 corridor, and that private developers will need to build this road as part of their subdivisions. The first leg of 5th Street west of Keats Avenue is being constructed as part of the first addition plans, while another further extension is under construction as part of the second addition (up to Junco Road North). The City further adopted a condition of approval in response to a request by Lennar to change the preliminary plat requirements for secondary access that required Lennar to plat and build 51' Street to the furthest extent west that any lot is platted. The proposed development plans for third addition have therefore been updated to depict plans for 5th Street that will extend to the western boundary of the third addition. The developer has secured an easement for public access and maintenance for all future portions of Stn Street through Savona, and Staff has found that this easement meets the spirit and intent of the City's previous conditions related to the construction of 5`'' Street. The road will need to be platted once the Dale property to the south of Savona is developed. The City's subdivision ordinance establishes the procedure for obtaining final subdivision approval, in which case a final plat may only be reviewed after the City takes action on a preliminary plat. As long as the final plat is consistent with the preliminary approval, it must be approved by the City. Please note that the City's approval of the Savona Preliminary Plat did include a series of conditions that must be met by the applicant, which are addressed in the "Review and Analysis" section below. There are no public hearing requirements for a final plat. The City's zoning map for all of the area included in the preliminary plat for Savona has been updated to be consistent with the City's Comprehensive Plan. The portions of the plat that are planned for single family detached housing are zoned LDR — Low Density Residential, while the proposed townhouses are located within a MDR — Medium Density Residential Zoning District. As noted in the City's preliminary plat review, the single family and townhouse lots fall within the density ranges allowed in the Comprehensive Plan. Please note that as part of the MDR zoning district requirements, townhouses that do not have frontage on a public street may only be allowed with a Conditional Use Permit (CUP). The townhouses shown in the attached plat will have access to a private road which then connects to a proposed public road that will loop through the portion of the site south of 5th Street. The City has previously approved a Conditional Use Permit that allows the use of a private road to serve the individual townhouse lots in Savona. In order to provide further clarity concerning the future phases of the townhouse area, the applicant has previously prepared updated plans for the overall townhouse area as part of the second addition submittal. These plans were found to not substantially alter the preliminary plat for the townhouses, and the Yd Addition plans are consistent with this submission. Staff has reviewed the final plat and found that it is consistent with the preliminary plat that was approved by the City. The developer has previously updated the preliminary plan submissions to comply with the conditions of approval, and the final plat application incorporates these updates as well. Please note that the final plat now includes proposed street names as recommended by the Planning Department. The City Engineer has reviewed the final plat, and his comments are attached to this report. Although there are some additional revisions to the final construction plans that will need to be addressed by the applicant, the majority of these revisions can be made before the City releases the BUSINESS ITEM 5B 4 final plat for recording and authorizes construction to commence on the site. The other requirements concerning grading easements will need to be addressed prior to the start of street and utility construction, REVIEW AND ANALYSIS The preliminary plat for Savona was approved with several conditions, which are indicated below along with Staff's comments on the status of each. There are additional comments concerning the overall development in addition to any general items and issues that have not otherwise been addressed. Staff is recommending approval of the final plat with conditions intended to address the outstanding issues that will require additional review and/or documentation. In order to assist the Planning Commission with its review, Staff is also including a summary the critical issues that need to be resolved for the subdivision to move forward. Critical Issues Summary: 1) Secondary Access. The preliminary plat included a condition that requires the construction of a secondary access into Savona, and that no more than half of the planned lots (155) could be platted until such time that this access was provided. The developer successfully petitioned the City to amend this condition earlier this year; however, there were two conditions attached to this approval. The first required that 5th Street be platted and constructed to the western most portion future subdivisions and the second required all necessary utility work to be completed for the second addition (this work is now part of the second addition plans). The limit was also changed from a platting restriction to a building permit restriction. In practice, this means that the City will not issue more than 155 permits within Savona (out of the 233 total lots that would be final platted upon the approval of the third addition) until a second access is provided. Lennar has indicated that the fourth and final project phase will include all remaining lots and the rest of 51h Street to the western boundary with Boulder Ponds. Because Boulder Ponds includes a connection to Hudson Boulevard, the fourth addition will satisfy building permit restriction. 2) 5th Street. Lennar has previously granted an casement to the City for all portions of 5" Street within the Savona subdivision that is located outside of the first addition. Although the conditions noted the preceding section specify that 5th Street must be platted as part of future additions, Staff has found that the existing easement will provide for proper public access and the ability to maintain this road indefinitely into the future and that the spirit and intent of this requirement has therefore been met by the applicant. The third addition plans include the construction of 5`h Street to the western -most extent of the plat. When development occurs on the parcel south of Savona, 5" Street will need to be incorporated into any future subdivisions on this land. 3) Grading Easements. The grading plans as approved by the City do not allow any grading work to occur on adjacent parcels. The developer's ultimate plans for these areas do include some grading activity on these adjacent parcels. As noted in the City Engineer's review comments, temporary off-site grading easements must be secured from MFC Properties, the Ebertz family, and DPS -Lake Elmo (Alan Dale) to allow this grading to occur. The Engineer is recommending that signed easement documents by provided to the City prior to the start of any street and utility construction work within Savona 3rd Addition. BUSINESS ITEM 513 5 4) Other Issues, All other recommended conditions of approval relate to final details that must be addressed by the applicant and can be handled prior to release of the final plat for recording. Please also note that the applicant provided a response to the preliminary plat conditions with the first addition final plat; this response has not been duplicated for this report. Preliminary Plat Conditions — With Staff Update Comments (updated information in bold italics). I ) Within six months of preliminary plat approval, the applicant shall complete the following: a) the applicant shall provide adequate title evidence satisfactory to the City Attorney; b) the applicant shall pay all fees associated with the preliminary plat; c) the applicant shall submit a revised preliminary plat and plans meeting all conditions of approval, All of the above conditions shall be met prior to the City accepting an application for final plat and prior to the commencement of any grading activity on the site. Comments: a) all title work has previously been reviewed by the City Attorney; b) the applicant has submitted an escrow payment related to the preliminary plat and final plat applications that are being used to cover Staff and consultant expenses related to the City's review; c) a revised preliminary plat and plans has been approved by the City and was found to address all previous comments. The applicant has commenced mass grading of the site and updated the grading plans in accordance with changes required by the two watershed districts and City Engineer.. 2) The applicant shall dedicate a minimum of 30 feet of land around the "Exception" parcel in the northwest portion of the Savona subdivision to allow for the construction of an eight -foot bituminous trail to the western edge of the subdivision and to allow for sufficient room for drainage and utilities adjacent to "Street A". Comments: The preliminary plat and plans have been revised to address this condition. Although the applicant is proposing to use a portion of the street right-of-way for the trail, there is a 3D foot area around all portions of the exception parcel for the trail This proposed configuration is a reasonable compromise to still provide access to the exception parcel. The 3rd Addition does not include any of the area around the exception parcel. 3) The applicant shall provide for a minimum green belt/buffer of 100 feet around all of the adjacent Stonegate subdivision, and must revise the preliminary plat in the vicinity of Lots I and 2 of Block 10 to properly account for this buffer. Comments: The plat has been adjusted in this area, but there are still two lots (Lots I and 2, Block I of the final plat) that are within 65 feet of the boundary with Stonegate. The second addition plat was updated to depict an outlot in the place of two buildable parcels in this area. The developer will need to secure a buffer easement or otherwise make revisions to the planned lots in order to comply with this requirement This condition does not impact any lots within the third addition. 4) The eight -foot bituminous trail located within Outlot A shall be moved off of the property line of the adjacent Stonegate subdivision and shall be designed to continue into the property to the north and to provide a connection to "Street A". Comments: The preliminary plans have been updated to address this requirement The construction plans for 3' Addition do not show any trails —these will need to be included in the plans for the fourth addition. 5) The trail within the green belt/buffer area is encouraged to be located within the southern one- third or eastern one-third of the buffer and as close as possible to the lots within the Savona BUSINESS ITEM 5B 0 subdivision. Comments: The preliminary plans have been updated to address this requirement. The applicant has noted that the "design and plans have been revised to shift the trail to the southern portion of the buffer outlot, except as otherwise required due to grading, drainage, and topography challenges. The trail meanders to provide for a pleasant user experience, avoids the existing wetland, and minimizes impacts on property owners on either side". No portion of this trail is located within the third addition. 6) The sidewalk along "Street A" must continue along this street until its termination point at the northern boundary of the subdivision. Comments: The preliminary plans have been updated accordingly, and this condition was addressed as part of the second addition review. 7) The applicant shall work with the City and Washington County to identify and reserve sufficient space for a future trail corridor along the western right-of-way line of Feats Avenue. Comments: A trail alignment is planned far construction as part of the first addition. No trail is planned south of 5`h Street 8) The landscape plan shall be updated to include tree protection fencing in all areas where grading will be near trees intended for preservation. Comments: Tree preservation fencing is depicted on the plans far the trees within Outlot G of the 151 Addition. This outlot is located within the townhouse area and is being grading as part of the third addition. 9) The landscape plan shall be reviewed and approved by an independent forester or landscape architect in advance of the approval of a final plat and final construction plans. Comments: Staff has previously reviewed the tree preservation and protection plan and found the plan to be in compliance with the City Code. The proposed boulevard plantings conform to the City's planting requirements for streets. The City's landscape architecture consultant has previously reviewed the overall landscape plan for Savona. 10) Sidewalks shall be required on both sides of the public street providing access to the multi -family housing portion of the subdivision. Comments: The preliminary plans have been updated and the final construction plans for the townhouses within 3' Addition include a sidewalk on both sides of the street. 11) The applicant shall be responsible for the construction of all improvements within the Keats Avenue (CSAH 19) right-of-way as required by Washington County and further described in the review letter received from the County dated July 3, 2013. The required improvements shall include, but not be limited to: construction of a new median crossing, closure and restoration of the existing median crossing in this area, continuation of the planned ten -foot bituminous trail through the median, tum lanes, and other improvements as required by the County. Comments: This requirement was addressed with the first addition. 12) The applicant shall observe all other County requirements as specified in the Washington County review letter dated July 3, 2013. Comments: The final construction plans have been revised in response to these comments. 13) The developer shall follow all of the rules and regulations spelled out in the Wetland Conservation Act, and shall acquire the needed permits from the appropriate watershed districts prior to the commencement of any grading or development activity on the site, Comments: The applicant has received a permit from the Valley Branch Watershed District (attached) for the BUSINESS ITEM 5B 7 grading work proposed in the final plans. This permit includes conditions that must be met prior to the commencement of any grading work on the site. Any revisions to the preliminary plans required by the watershed district are included in the attached plans. 14) The applicant shall submit revised preliminary plans that incorporate the changes made to the western portion of the preliminary plat, and specifically, the rearrangement of lots around the "Exception" parcel. Comments: The revised lot configuration has been included in the updated preliminary plans, this condition is not applicable to the 3' Addition. 15) The applicant shall enter into a maintenance agreement with the City that clarifies the individuals or entities responsible for any landscaping installed in areas outside of land dedicated as public park and open space on the final plat. Comments: The applicant has indicated that there will be a homeowner's association created for this development; the declarations and HOA documents have been created and recorded with the first addition final plat. A maintenance agreement and evidence that the HOA has been established should be retained as a condition of approval for the final plat. A separate agreement between the City and developer concerning these areas was created for the first and second additions, this agreement should also be used for the 3'"d Addition. 16) The developer shall be required to pay a fee in lieu of park land dedication equivalent to the fair market value for the amount of land that is required to be dedicated for such purposes in the City's Subdivision Ordinance less the amount of land that is accepted for park purposes by the City. Any cash payment in lieu of land dedication shall be paid by the applicant prior to the release of the final plat for recording. Comments: The developer paid a cash payment in lieu of land dedication in the amount of $209,429 as part of the developer's agreement for the first addition. This amount covers all of the area included in the preliminary plat. 17) Any land under which public trails are located will be accepted as park land provided the developer constructs said trails as part of the public improvements for the subdivision. Comments: The dedication of land associated with was reviewed in accordance with the preceding condition. 18) The applicant shall provide for an active recreation area (either public or private) within the multi -family portion of the subdivision. This area shall be sufficient for a small play structure or other similar improvement subject to review and approval by the Planning Director. Comments: The revised preliminary plans include a small play area within the multi family area. The play is included as part of the third addition plans, and Staff is recommending that these improvements be installed at the time the townhouses on Blocks 11 and 12 are constructed 19) No more than half of the residential units depicted on the preliminary plat (155) may be approved as part of a final plat until a second access is provided to the subdivision, either via a connection to Hudson Boulevard to the south, Inwood Avenue (CSAR 13) to the west, or back to Keats Avenue (CSAH 19) through the property to the north of Savona. Comments: This condition was revised as noted in the summary of critical conditions. As amended, the developer will be able to obtain up to 155 building permits for the entire subdivision until a secondary access out of the development is provided 20) A future realignment of 5th Street along the western border of the plat may be considered by the City Council as part of the final plat submission for this are provided the realignment does not BUSINESS ITEM 513 result in any significant modifications to the preliminary plat. Comments: the City has approved a lot line adjustment that will allowed for this realignment. The road right-of-way for 5" Street within Savona now aligns with the right-of-way within the adjacent Boulder Ponds development. 21) The applicant must enter into a separate grading agreement with the City prior to the commencement of any grading activity in advance of final plat and plan approval. The City Engineer shall review any grading plan that is submitted in advance of a final plat, and said plan shall document extent of any proposed grading on the site. Comments: The applicant did enter into this agreement and has been grading the site in accordance with the approved plans. The grading work for first and second addition has been completed and homes are under construction in each of the earlier subdivisions. The grading work for third addition has commenced in accordance with the approved plans. 22) The preliminary grading, drainage and erosion control plan must be revised to address the comments from the City Engineer in his review letter dated July 9, 2013 regarding the size of specific ponds in relation to the drainage areas that are served by these ponds. Comments: The revised grading, erosion control, and storm water management plans address these comments The plan has been subject to further revisions based on comments from the Valley Branch Watershed District 23) The preliminary plans must be revised to incorporate all proposed improvements within the 5`h Street right-of-way. All improvements as requested by the City shall be included in these plans and the design shall be consistent with City specifications and with the concept plan prepared for the City by Damon Farber and Associates. Comments: The City Council recently approved a final set of design standards for 5" Street, and these standards must be included in the landscape plan for 5' Street for all portions of the project area, including the third addition. 24) All required modifications to the plans as requested by the City Engineer in a review Ietter dated July 9, 2013 shall be incorporated into the plans prior to consideration of a final plat. Specific requirements include, but are not limited to, the following: a. The applicant must provide the city a letter of approval to perform the proposed work in the BP Pipeline easement. Work includes installation of storm sewer pipe, grading activities, and relocation of the High Pressure Gas line, if necessary. b. The applicant must provide the city a letter of approval to perform the proposed work in the Electrical Transmission easement areas. Work includes installation of storm sewer pipe, grading activities, and storm water ponding. Comments: Neither of these conditions are pertinent to the 2"d Addition. 25) The City will not accept an application for final plat approval until the 429 public improvement project for Section 34 has been ordered by the City Council. If the City Council does not order this project, the applicant must revise the preliminary plans to provide adequate utilities to serve the subdivision. Any such plan revisions will be subject to review and approval by the City Council. Comments: The Section 34 public improvement project has been ordered by the City and the project is complete. BUSINESS ITEM 5B Z 26) The applicant shall secure any necessary permits for the multi -family area, including but not limited to a conditional use permit to allow for single family detached residences that do not have frontage on a public street, at the time a final plat is submitted for this area. Comments.: The City has previously approved a Conditional Use Permit for the townhouses. 27) The applicant is encouraged to preserve or re -use as many trees as possible that are currently located on the former golf facility property and to incorporate these trees as part of the landscape plan for the Savona subdivision. Comments: The applicant has stated their intent to preserve these trees if possible, however, based on observed site conditions, it does not appear that many of these trees will be salvageable due to the sandy soil conditions 28) The applicant shall work with. the Planning Director to name all streets in the subdivision prior to submission of a final plat. Comments: The applicant has agreed to the street names as proposed by Staff. The proposed names have been designed to comply with the County's uniform addressing system. Staff is recommending that the conditions noted above that pertain to the final plat and that have not yet been addressed by the applicant should be adopted with the final plat. The City Engineer's review letter does identify several issues that need to be addressed by the developer in order for the City to deem the final plans complete; however, nearly all of these concerns are related to the construction plans and should not have any bearing on the final plat. Staff is recommending that City Officials not sign the final plat mylars until the City's construction plan review is finalized and all necessary easements are documented on the final plat. Other general comments from Staff concerning the proposed final plat include the following; Townhouse Area. The final plat includes the remainder of the planned townhouses within Savona that were not platted with the 2' Addition. The townhouses have been designed to comply with the City's minimum requirements for lot area and common open space within such developments. The preliminary plat was approved with the private street concept, and the proposed layout will provide adequate access to each home while minimizing the amount of public infrastructure needed to serve each home. Trails. Both the 2"d and 3' Addition subdivision included portions of the land on which the planned trail system within Savona will be located, but did not include all of the land that will be necessary to complete the trail system. Staff is recommending that all trails that have not been constructed with previous additions be completed as part of any subsequent plats. Townhouse Area Retaining Wall. The revised grading and storm water plan for Outlot J in the southeast portion of the townhouse area now depicts a 10- 12 foot retaining wall that will separate the storm water pond from the back of the planned townhouses. This wall must be designed in accordance with engineering standards and will need to comply with any applicable building codes concerning setbacks and public safety measures. Although the retaining wall is not a preferred option for grading in this area, the developer is requesting the proposed wall in order to accommodate the expanded pond without substantial revisions to the Iayout of the townhouses. BUSINESS ITEM 5B 10 Based on the above Staff report and analysis, Staff is recommending approval of the final plat with several conditions intended to address the outstanding issues noted above and to further clarify the City's expectations in order for the developer to proceed with the recording of the final plat. The recommended conditions are as follows: Recommended Conditions of Approval: 1) Final grading, drainage, and erosion control plans, utility plans, sanitary and storm water management plans, and street and utility construction plans shall be reviewed and approved by the City Engineer prior to the recording of the Final Plat. All changes and modifications to the plans requested by the City Engineer in review memo dated 8/20115 shall be incorporated into these documents before they are approved. 2) Prior to the execution of the Final Plat by City officials, the Developer shall enter into a Developer's Agreement acceptable to the City Attorney and approved by the City Council that delineates who is responsible for the design, construction, and payment of the required improvements with financial guarantees therefore. These improvements shall include the play equipment located in the private park area north of Block 11. 3) All easements as requested by the City Engineer and Public Works Department shall be documented on the Final Plat prior to the execution of the final plat by City Officials. 4) A Common Interest Agreement concerning management of the common areas of Savona and establishing a homeowner's association shall be submitted in final form to the Community Development Director before a building permit may be issued for any structure within this subdivision. The applicant must create a separate agreement for the single-family attached lots. Said agreements shall comply with Minnesota Statues 515E-103, and specifically the provisions concerning the transfer of control to the future property owners. The applicant shall also enter into a maintenance agreement with the City that clarifies the individuals or entities responsible for any landscaping installed in areas outside of land dedicated as public park and open space on the final plat. 5) The final landscape plan shall be updated to address the review comments from the City's landscape architecture consultant and shall incorporate all design elements as specified in the City's 5th Street Standard Details and Design Book. b) The developer shall provide signed easement documents to verify that the proposed grading activity on property presently owned by MFC Properties, Walter Ebertz, and DPS -Lake Elmo, LLC will be allowed. 7) All multi-purpose trails that are depicted on the approved preliminary development plans shall be constructed as part of any subsequent final plat within Savona. 8) The proposed retaining wall east of Block 13 must be designed by a professional engineer registered in the state of Minnesota and must comply with all applicable building codes and any other authorities with jurisdiction for the wall and proposed grading adjacent to the wall. 9) The final plat must be updated to document the recorded access and roadway easement over the future extension of 51s Street adjacent to the Savona subdivision. BUSINESS ITEM 5B 10) The developer is encouraged to incorporate elements from the Lake Elmo Theming Study into the final design of the community mailboxes within InWood. DRAFT FINDINGS Staff is recommending that the Planning Commission consider the following findings with regards to the proposed Savona 2" Addition Final Plat: • That the proposed Final Plat for Savona 3 Addition consists of the creation of 21 single- family detached and 99 single-family attached residential structures. • That the Final Plat is consistent with the Preliminary Plat and Pians as approved by the City of Lake Elmo on August 8, 2013 and revised on November 25, 2013. • That the Final Plat is consistent with the Lake Elmo Comprehensive Plan and the Future Land Use Map for this area. • That the Final Plat complies with the City's Urban Low Density Residential and Medium Density Residential zoning districts. • That the Final Plat complies with all other applicable zoning requirements, including the City's landscaping, storm water, sediment and erosion control and other ordinances, except as noted in this report or attachments thereof • That the Final Plat complies with the City's subdivision ordinance. • That the Final Plat is consistent with the City's engineering standards with the plan revisions as requested by the City Engineer. • That the Permanent Public Street Easement Agreement as filed and recorded with Washington County sufficiently addresses previous conditions of approval for Savona that required the platting of 5'h Street to coincide with future project phases. RECCOMENDATION: Staff recommends that the Planning Commission recommend approval of the Final Plat for Savona 3rd Addition with the 10 conditions of approval as listed in the Staff report. Suggested motion: "Move to recommend approval of the Savona 31 Addition Final Plat with the 10 conditions of approval as drafted by Staff' ATTACHMENTS: 1. Application Forms 2. City Engineer Review Letter 3. Valley Branch Watershed District Review 4. Permanent Public Street Easement Agreement 5. Savona 3rd Addition Final Plat BUSINESS ITEM 5B 12 6. Construction Plans: Grading, Drainage, and Erosion Control 7. Construction Plans: Sanitary Sewer, Water Main, Storm Sewer and Streets 8. Savona 3" Addition Landscape Plans ORDER OF BUSINESS: - Introduction ......... .,.— .................... Report by Staff ............................... Questions from the Commission.... - Public Comments ........................... Discussion by the Commission ...... Action by the Commission ............. .............................................. Planning Staff .............................................. Planning Staff ................... Chair & Commission Members ............................................................ Chair ................... Chair & Commission Members ................... Chair & Commission Members BUSINESS ITEM 5B Date Received Received By: _ LU File M. FINAL PLAT APPLICATION Applicant: Address: Phone #: t'tiE, CITY OF LA K E ELMO 651-747-3900 3800 Laverne Avenue North Lake Elmo, MN 55042 Email Address:[,4t._::73t5C&JiW , FeeOwner: _ i; n:t < � �-, fi+ �.5 t�7�3 L.M L t _,0rC_' Address: Phone #: Email Address: Property Location (Address and Complete (longQ�egal Description: !S6-U&K1A — General information of proposed subdivision: �vb Cf1,�C c3E= In signing this application, I hereby acknowledge that I have read and fully understand the applicable provisions of the Zoning Ordinance and current administrative procedures. I further acknowledge the fee explanation as outlined in the application procedures and hereby agree to pay all statements from the City pertaining to additional application expense. Signature of applicant: k i< GSC 4-%- — Date: <',`2{ Fee Owner Signatu Revised 3/1212014 11:36 AM THE QTY OF SAKE ELMO Lake Elmo City Hall 651-747-3900 3800 Laveme Avenue North Lake Elmo, MN 55042 AFFIRMATION OF SUFFICIENT INTEREST I hereby affirm that I am the fee title owner of the below described property or that I have written authorization from the owner to pursue the described action. Name of applicantr,l.. `tea (Please Print) Street address/legal description of subject property 3ya A ` 75 4 ADO01,,l /F Signature t yrs' Date If you are not the fee owner, attach another copy of this form which has been completed by the fee owner or a copy of your authorization to pursue this action. If a corporation is fee title holder, attach a copy of the resolution of the Board of Directors authorizing this action. If a joint venture or partnership is the fee owner, attach a copy of agreement authorizing this action on behalf of the joint venture or partnership. Revised 311312014 9:12 AM THE CITY 01= IJAKE ELMO Lake Elmo City Hall 651-747-3900 3800 Laverne Avenue North Lake Elmo, MN 55042 ACKNOWLEDGEMENT OF RESPONSIBILITY This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have read and understand the instructions supplied for processing this application. The documents and/or information I have submitted are true and correct to the best of my knowledge. I will keep myself informed of the deadlines for submission of material and of the progress of this application. I understand that this application may be reviewed by City staff and consultants. I further understand that additional information, including, but not limited to, traffic analysis and expert testimony may be required for review of this application. I agree to pay to the City upon demand, expenses, determined by the City, that the City incurs in reviewing this application and shall provide an escrow deposit to the City in an amount to be determined by the City, Said expenses shall include, but are not limited to, staff time, engineering, legal expenses and other consultant expenses. I agree to allow access by City personnel to the property for purposes of review of my application. Signature of app] f Name of applicant �Z.''�t'� — L04AA-C—Phone '2A -- -�Qr� (Please Print) Name and address of Contact (if other than applicant) Revised 3/1312014 4:11 AM MEMORANDUM FOCUSENGINEERING, 'Inc. Cara Geheren, P.E. 651.300.4261 Jack Griffin, P.E. 651.300.4264 Ryan 5tempski, P.E. 651.300.4267 Date: August 20, 2015 Chad Isakson, P.E. 651.300.4283 To: Kyle Klatt, Planning Director Re: Savona 3rd Addition — Final Plat Review Cc: Ryan 5tempski, P.E., Assistant City Engineer From: Jack Griffin, P.E., City Engineer The submittal for this review included the following items: • Savona 3rd Addition Final Plat, Sheets 1-5, not dated. • Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets prepared by Westwood Professional Services, Inc. dated 08.12.2015. • Construction Plans for Grading and Erosion and Sedimentation Control, dated 08.06.2015. • Landscape Plans, dated 07.20.2015. Not reviewed. STATUS/FINDINGS: An engineering review has been completed for the Savona 3rd Addition Final Plat and Construction Plans. Please see the following comments relating to the Final Plat application. FINAL PLAT — SAVONA 3RD ADDITION • Off-site grading easements are required from MFC Properties, Ebertz, and DPS -Lake Elmo LLC. Signed easement documents for all off-site easements and right-of-way necessary for the project must be submitted to the City to verify that the project can be constructed as proposed. Signed easement documents must be provided before the construction plans can be approved and the start of any construction work. • The Final Plat is not complete as submitted. Final Plat approval must be contingent upon an updated Final Plat to include the permanent street easement for 5th Street North. • The Final Grading Plans are not complete as submitted. Final grading plans must be updated to show final grades for the project including any off-site grading on adjacent properties necessary to complete the project. Off-site grading easements must be shown on the grading, site and utility plans. • The Street and Utility Construction Plans must be updated to show the construction of 6th Street to the 3rd Addition plat boundary along Lot 1, Block 1. • The proposed temporary turnaround location for 6th Street Lane must be extended beyond the Savona 3rd Addition boundary to accommodate final site conditions for Lots 1 and 8, Block 2. The temporary turnaround detail must be changed from City Standard Detail No. 807A to No. 807B. A temporary access and utility easement must be provided to the City accordingly. • Sheet No. 15 -- A minimum 15 foot easement is required around all sides of CB -253 and along each side of the storm sewer run from CB -253 to CBMH-252. • The temporary utility easement for the trunk watermain along the west side of Lot 1, Block 2 must be expanded to a minimum of 15 feet from the pipe centerline. PAGE 1 of 2 FINAL CONSTRUCTION PLANS & SPECIFICATIONS • No construction, except for on-site grading operations may occur until the applicant has received City Engineer approval for the Final Construction Plans for Grading, Drainage and Erosion Control and Final Construction Plans for Street and Utilities; the applicant has obtained and submitted to the City all applicable permits needed for the project; and a preconstruction meeting has been held by the City's engineering department. • The Final Plat shall not be recorded until final construction plan approval is granted. • Final Construction Plans and Specifications must be prepared in accordance with the City Engineering Design Standards Manual using City details and specifications and meeting City Engineering Design Guidelines. • Final Construction Plans for Grading, Drainage and Erosion Control and Final Construction Plans for Street and Utilities must be revised to show the permanent street easement for 5th Street North. • The Specifications must include the following statement as the first clause of the supplementary provisions, "The City Standard Specifications for Public infrastructure, dated February 2015, shall apply to the work performed under this contract. Any supplemental specifications are intended to supplement the City Standard Specifications, however they do NOT supersede the City Standard Specifications, Details, Design Standards, or ordinances unless specific written approval has been provided by the City." The following comments have been provided to direct plan corrections necessary for final construction plan approval. When submitting revised plans, please provide a point by point response letter that details the changes made to the plans. STORM SEWER: • Sheet 9 — CB -247 must be revised to allow the draintile invert to be above the top of effluent pipe. • Sheet No. 9 — Remove "CB -250" text on Lot 3, Block 2. • Sheet No. 10—CB-405, CB -40$, CBM H-94, CBMH-411A, CBM H-411 and CBMH-412 must be revised to allow the draintile invert to be above the top of effluent pipe. • Sheet No. 10 — Add draintile at the low point on the southeast corner of the 5th Street Lane and 5th Street intersection. • Sheet No. 15—Storm sewer along Profile D must be a minimum of 15 feet from the backside of the proposed retaining wall and must be a minimum 15 inches in diameter. • An updated Rational Storm Sewer Design Tabulation must be provided to include all storm sewer structures in Savona 3`a Addition.. STREETS: • Sheet No. 10 — Revise the Typical Section for 5th Street Lane (with Landscaped Median) to have an asphalt grade B and Traffic Level 2 (consistent with the remaining 5th Street Lane bituminous mix design). • Sheet No. 11— Private Drive 14 and 15 cannot have a breakover (rollover) angle in excess of 5%. This means the maximum difference between the slope of 51h Street Lane and the slope of the private drive cannot exceed 5%. • Sheet 19 —Type III Barricades should remain on 5th Street at Junco Road. • Sheet 19 — A paved turnaround must be accommodated at STA 29+70 on 51h Street. • Sheet 20 — Signage for the left turn land must be added to the plan. LANDSCAPE PLAN AND OTHER AMENTIES: • Sheet No. 2 — Revise Street Lighting Plan Note require a nominal 30 -foot pole with Evans -Style lamp type. • The Landscape Plan must updated to include landscaping for 5th Street North per the 5th Street Collector Street Standards and Guidelines, dated August 2015. • This review does not cover the Landscape Plan. Plan review to be completed by other City representatives. PAGE 2 of 2 July 28, 2015 Joe Jablonski Lennar 16305 36`I' Ave North, Suite 600 Plymouth, MN 55446 Re: Savona 3" Addition—Lake Elmo, Minnesota VBWD Permit #2015-07 Dear Mr. Jablonski; Enclosed is the Valley Branch Watershed District (VBWD) permit for your project, Please note the following conditions imposed by the Managers, which are also listed on the back of the permit. Permit #2015-07: On July 23, 2015, the VBWD Managers approved Permit #2015.07 for Savona 3' Addition, as shown on the Westwood Professional Services, Inc. June 25, 2015 Grading, Drainage and Erosion Control Plan. The VBWD Managers imposed the same conditions as included in previous permits. Amendment to Permit #2014-25: On June 25, 2015 the VBWD Managers approved the following amendments to Permit #2014-25: • Approved Elevation 1003.8 as the minimum floor elevation for Block 5—Lots 4 and 5 and Block 6—Lots 6-8. • Require that drain tile be installed around the exterior foundations of the subject lots. Permit #2014-25 was only for those multifamily units and the work shown on the Westwood Professional Services' Grading, Drainage & Erosion Control Plan dated August 8, 2014. All of the permit conditions from Permit #2013-20 were imposed with approval of Permit 2014-25. Permit Conditions from Permit #2013-20: 1. This permit is for Lots 14-15 of Block 8 and Blocks 9-19, the southeast portion of Outlot A, most of Outlot E, part of Outlot I, and all of Outlots B, C, G, and H, and the associated roads and storm sewer, as shown on the Sheets 3-6 of the Grading, Drainage & Erosion Control Plan dated 11/25/2013 and as owned by US Home Corporation. Another permit(s) will be required for all other work, including but not limited to the proposed multifamily units. 2. Manholes immediately upstream from treatment basins (e.g., Lots 10/11 of Block 8; Lot 5 of Block 17; Outlot C; CB in Street I upstream of Outlot I) shall have sumps greater than 3 feet and be equipped with porous baffles (e.g., SAFL baffles) to provide pretreatment and reduce washout/resuspension of sediment. 3. The bioretention basins shall be no deeper than 1.5 feet. The grading plans shall be revised and approved by the VBWD Engineer prior to construction. 4. Prior to construction, details of the proposed outlets from the treatment basins shall be provided and approved by the VBWD Engineer, DAVID BUCHECK - LINCOLN FETCHER 0 DALE BORASH ■ JILL LUCAS • EDWARD MARCHAN VALLEY BRANCH WATERSHED DISTRICT - P.O. BOX 838 - LADE ELMO, MINNESOTA 55042-0538 www.vhwd.org Joe Jablonski: Lennar Savona 3rd Addition: VBWD Permit '2015-07 July 28, 2015 Pave 2 5. The low openings of Lots 4-7, Block 8 shall be no lower than El. 996.9. The low openings of Lots 1- 2, Block 8 shall be no lower than El. 992.2. Drain tile shall be installed around the perimeter of the foundations of the Homes on these lots. 6. This permit is not valid until a maintenance agreement in the general format of Appendix B of the VBWD Rules is submitted to and approved by the VBWD Attorney. 7. Prior to construction, the required surety shall be submitted to the VBWD. S. The VBWD Engineer and Inspector shall be notified at least 3 days prior to commencement of work. 9. Erosion controls shall be installed prior to the commencement of grading operations and must be maintained throughout the construction period until turf is established. Additional erosion controls may be required, as directed by the VBWD Inspector or VBWD Engineer. 10. All disturbed areas shall be vegetated within 14 days of final grading. 11. This pennit is not transferable. 12. The required drainage easements and access easements shall be recorded with the Washington County Recorder's Office. 13. This permit is subject to obtaining all other permits required by governmental agencies having jurisdiction (including a NPDES permit). 14. The applicant is responsible for removal of all temporary erosion -control measures, including silt fence, upon establishment ofpennanent vegetation at the project site as determined by the VBWD Engineer and/or Inspector. 15. The following additional erosion controls shall be implemented on the site: a. All proposed slopes 3 feet horizontal to 1 foot vertical (M.IV) should be covered with erosion - control blanket. b. Silt fence should follow existing contours as closely as feasible to limit the potential for gully erosion along the edges. c. Additional silt fence may be needed during construction. d. Street sweeping shall be performed if sediment collects on streets. e. A construction sequencing plan shall be submitted, approved, and followed. f. If erosion occurs at the outlets of the storm sewer pipes, the applicant will be responsible for correcting the problem to the satisfaction of the VBWD. g. Any sediment that collects in storm sewers, ponds, or other water management features shall be removed. 16. To prevent soil compaction, the proposed infiltration areas shall be staked off and marked during construction to prevent heavy equipment and traffic from traveling over it. If infiltration facilities are Jae Jablonski: Lennar Savona 3" Addition_ VBWD Permit #2015-07 July 28, 2015 Pave 3 in place during construction activities, sediment and runoff shall be kept away from the facility, using practices such as diversion berms and vegetation around the facility's perimeter. Infiltration facilities shall not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. The final phase of excavation shall remove all accumulated sediment and be done by Iight tracked equipment to avoid compaction of the basin floor. To provide a well-aerated, highly porous surface, the soils of the basin floor shall be loosened to a depth of at least 24 inches to a maximum compaction of 85% standard proctor density prior to planting. 17. The Valley Branch Watershed District shall be granted drainage easements, which cover land adjacent to stormwatcr management facilities, wetlands, and lowlands up to their 100 -year -flood elevations and which cover all ditches, storm sewers, and maintenance access to the stortnwater management facilities. 18. The minimum floor elevations for all buildable lots in the development shall be recorded in a Declaration of Covenants and Restrictions or on the final plat. 19. Return or allowed expiration of any remaining surety and permit closeout is dependent on the permit holder providing proof that all required documents have been recorded (including but not limited to easements) and providing as -built drawings that show that the project was constructed as approved by the Managers and in conformance with the VBWD rules and regulations. Thank you for your cooperation with the District's pennit program. Sincerely, r Davideck, President Valley r nch Watershed District DJBlymh c: Susannah Torseth, VBWD Attorney Ray Roemmich, VBWD Inspector Jenifer Sorensen, MDNR Kyle Klatt, City Planning Director --City of Lake Elmo Jack Griffin, City Engineer, FOCUS Engineering --City of Lake Elmo Rick Chase, Building Inspector ---City of Lake Elmo John Bender, Westwood Professional Services—Authorized Agent Thomas Hingsberger, Corps of Engineers Brad Johnson, MDNR Jed Chesnut, Washington Conservation District Brooke Haworth, MDNR Ben Meyer, Minnesota Board of Water and Sol] Resources Karen Wold, Barr Engineering Co. Yvonne Huffman, Barr Engineering Co. P.-Npls123 MN182123820201 MovedFromMpls_P1201512415-07_Savona3rd12015-07_PermitLtr July 2015.doex VALLEY BRANCH WATERSHED DiSTR[CT TO BE COMPLETED By VBWD PEP,MfT APPLICATION PERMIT NUMBER .__7, U_j=f1•I_ PERMIT FEE RECEIVED�T�p Return application to DATE RECEIVED �,/ ^� - - - - - -- - -� _• , .,, ,. „a. Wt'v"'WR'vvea, me perm" conditions *N eftectred to the back of this form. By signing this permit applicatlon, the permit applicant, his/her agent, and owner (hereinafter,permittee`) shall abide by all the conditions set by the Valley Branch Watershed District (VBWD), All work which violates the terms of the permit by reason of presenting a serious threat of soil erosion, sedimentation, or an adverse effect upon water quality at quantity, or violating any rule of the VBWD may result In the VBWD Issuing a Stop Work Order which shall Immediately cause the work on the project related to the permit to cease and desist. All work on the project shall cease until the permit conditions are met and approved by the VBWD representatives. In the event Permittee contests the Stop Work Order issued by the VBWo, Permittee shall attend a VBWD Board of Managers meeting and discuss the proJect. Any attorney fees, coats, or other expenses Incurred on behalf of the VBWD In enforcing the terms of the permit shelf be the icant's permit fee, if said sole expense of the permit applicant. Costs shall be payable from the permil appl fees exceed the permit amount, the Permittee shall have ten (10) days from the date of receipt of the Invoice from the VBWD to pay for the cost Incurred in enforcing the permit, by which to pay the VBWD for said costs, if cots are not paid within the ten (10) days, the VBWD will draw on the permit applloant s surety, The Permittes agrees to be bound by the terms of the final permit and candlNons required by the VBWD for approval of the permit. The permit applicant further acknowledges that halt -he has the authority to bind the owner of the property and/or any entity performing the work on the property pursuent to the terms of the V8WD permit, and shall be responsible for complying with the terms of the VBWD permit, Signatures (Required): �orlzedAq( p c nUDste thvner (Ir alff.rent thin Ayptiotntj/D8t6 wner' LINCOLN FETCHER DAVID BUCHEOK - DCHALD 601JEEL • DALE BO AW . RAY LUCKSIHOIER VALLEY BRANCH WATERSHED dtsTR♦CT i P:O. BOX 438 • LAKE ELMO, MINNESOTA 55042-0538 WAW'VbWdorQ Permit Amendment to Permit #2014-25 A VBWD permit was issued for a portion of the Savona development an January 9, 2014, Whilc the overall plan assumed multifamily units south of 5th Street North, the VBWD-issued permit did not allow for their construction. The current proposal is consistent with the previously approved overall plan. Stormwater management facilities were designed to handle the runoff from the proposed lownhomes. All of the permit conditions from Permit 2013 20 are recommended to remain. This permit is only for those multifamily units and the wvor}: shown on the Westwood Professional Services' Grading, Drainage & Erosion Control Plan dated August 8, 2014. Permit Conditions from Permit 420113-20: 1. This pen -nit is for Lots 14-15 of Block 8 and Blocks 9-19, the southeast portion of Outlot A, most of Outlot E, part of Outlot 1, and all of Outlets B, C, G, and H, and the associated roads and storm sewer, as shown on the Sheets 3-6 of the Grading, Drainage & Erosion Control Plan dated 11/25/2013 and as owned by US Home Corporation. Another pernit(s) will be required for all other work, including but not Hmited to the proposed multifamily units. 2. Manholes immediately upstream from treatment basins (e.g., Lots 10/11 of Block 8; Lot 5 of Block 17; Outlot C; CB in Street I upstream of Outlot 1) shall have sumps greater than 3 feet and be equipped with porous baffles (e.g., SAFL baffles) to provide pretreatment and reduce washout/resuspension of sediment. 3. The bioretention basins shall be no deeper than 1.5 feet. The grading plans shall be revised and approved by the VBWD Engineer prior to construction. 4. Prior to construction, details of the proposed outlets from the treatment basins shall be provided and approved by the VBWD Engineer. 5_ The low openings of Lots 4-7, Block 8 shall be no lower than E1. 996.9. The low openings of Lots 1-2, Block 8 shall be no lower than El. 992.2. Drain the shall be installed around the perimeter of the foundations of the homes on these lots - 6. This permit is not valid until a maintenance agreement in the general formal of Appendix B of the VBWD Rules is submitted to and approved by the VBWD Attorney. 7. Prior to construction, the required surety shall be submitted to the VBWD. S. The VBWD Engineer and Inspector shall be notified at least 3 days prior to commencement of work. 9. Erosion controls shall be installed prior to the commencement of grading operations and must be maintained throughout the construction period until turf is established. Additional erosion controls may be required, as directed by the VBWD inspector or VBWD Engineer. 10. All disturbed areas shall be vegetated within 14 days of final grading. 11, This permit is not transferable, 11 The required drainage easements and access easements shall be recorded with the Washington County Recorder's Office. 13. This pen -nit is subject to obtaining all other pennits required by governmental agencies having jurisdiction (including a NPDES permit), 14, The applicant is responsible for removal of all temporary erosion -control measures, including silt fence, upon establishment of pennanent vegetation at the project site as determined by the VBWD Engineer and/or Inspector. 15. The following additional erosion controls shall be implemented on the site: a. All proposed slopes 3 feet horizontal to I foot vertical (3H: IV) should be covered with erosion -control blanket. b. Silt fence should follow existing contours as closely as feasible to limit the potential for gully erosion along the edges, c. Additional silt fence may be needed during construction, d. Street sweeping shall be performed if sediment collects on streets. e. A construction sequencing plan shall be submitted, approved, and followed. f. If erosion occurs at the outlets of the storm sewer pipes, the applicant will be responsible for correcting the problem to the satisfaction of the VBWD. g. Any sediment that collects in storm sewers, ponds, or other water management features shall be removed. 16. To prevent soil compaction, the proposed infiltration areas shall be staked off and marked during construction to prevent heavy equipment and traffic from traveling over it. If infiltration facilities are in place during construction activities, sediment and runoff shall be kept away from the facility, using practices such as diversion berms and vegetation around the facility's perimeter. Infiltration facilities shall not be excavated to final grade until the contributing drainage area has been constructed and fully stabilized. The final phase of excavation shall remove all accumulated sediment and be done by light tracked equipment to avoid compaction of the basin floor, To provide a well-aerated, highly porous surface, the soils of the basin floor shall be loosened to a depth of at least 24 inches to a maximum compaction of 85% standard proctor density prior to planting. 17. The Valley Branch Watershed District shall be granted drainage easements, which cover land adjacent to stormwater management facilities, wetlands, and lowlands up to their 100 -year -flood elevations and which cover all ditches, storm sewers, and maintenance access to the stonnwater management facilities. 18. The minimum floor elevations for all buildable lots in the development shall be recorded in a Declaration of Covenants and Restrictions or on the final plat. 19. Return or allowed expiration of any remaining surety and permit closeout is dependent on the permit holder providing proof that all required documents have been recorded (including but not limited to ease ents) and providing as -built drawings that show that the project was constructed as approved by the Managers and in confurfl; i he VB D es and regul ' s, Approved: Jul), 23, 2015 Z 4 sig at re Title Valley Branch Watershed District Note: The grant of this permit in no way purports 10 Permit acts, which may be prohibited by other governmental agencies. Receipt-* 212555 4007702 EAS S4600 ECRV wemptfrom Taxes Return to, NORTH NORTH AMERICAr•I r9rrE i'�O Certified Filed and/or recorded on: 6450 WEDGWOOD ROAD 11120/2014 2 30 PM 0107 MAPLE GROVE MN 55311 3602 4007702g7L2 Office of the County Recorder Washington County, Minnesota JPnnrf{,>r Wag—r Courrly Recorder Kewn Crr61d Audita, T'"Su r PERMANENT PUBLIC STREET EASEMENT AGREEMENT THIS PERMANENT PUBLIC STREET EASEMENT AGREEMENT shall be effective as S -Lake Elmo, of the date that the last party executes this Agreement, is made by and between DP LLC, a Minnesota limited liability company, hereinafter referred to as the "Owner," and the City of Lake Elmo, a Minnesota municipal corporation, hereinafter referred to as the "City." The Owner owns the real property situated within Washington County, Minnesota as described on the attached Exhibit A (hereinafter "Owner's Property"). The Owner in consideration of one dollar ($1.00) and other good and valuable consideration does hereby grant and convey to the City, its successors and assigns, the following: 1- A permanent easement for public street, road, highway, sidewalk and path purposes purposes; utility and drainage purposes; including all rights of a "drainage easement" and an "utility easement" as defined by Minn. Stat. § 505.01, Subd, 3(b) and 30); and, all such purposes ancillary, incident or related thereto (hereinafter "Permanent Easement") under, over, across, through and upon that real property identified and legally described on Exhibit B, (hereinafter the "Permanent Easement Area") attached hereto and incorporated herein by reference. The Permanent Easement rights granted herein are forever and shall include, but not be limited to, the construction, maintenance, inspection, repair and replacement of any public street, road, highway, sanitary sewer, storm sewer, storm sewer ponds, rain gardens, landscaping, light stanchions, water mains, any utilities, underground pipes, conduits, other utilities and mains, and all facilities and improvements ancillary, incident or related thereto, under, over, across, through and upon the Permanent Easement Area. EXEMPT FROM STATE DEED TAX The rights of the City also include the right of the City, its contractors, agents and servants: 115947130 a•) to enter upon the Permanent Easement Area at all reasonable times for the Purposes of construction, reconstruction, inspection, repair, replacement, grading, sloping, and restoration relating to the purposes of this Permanent Easement; and NORTH AMERICAN TITLE COMPANY 5001 American BIV(J W suite 300 sloomington, MN 55437 -At-t�ZE'2 b.) to maintain the Permanent Easement Area, any City improvements and any underground pipes, conduits, or mains, together with the right to excavate and refill ditches or trenches for the location of such ponds, rain gardens, pipes, conduits or mains; and C.) to remove from the Permanent Easement Area trees, brush, herbage, aggregate, undergrowth and other obstructions interfering with the location, construction and maintenance of the pipes, conduits, or mains and to deposit earthen material in and upon the Permanent Easement Area; and d.) to remove or otherwise dispose of all earth or other material excavated from the Permanent Easement Area as the City may deem appropriate. e.) to prohibit obstructions or interference with its use of the Easement Area. The City shall not be responsible for any costs, expenses, damages, demands, obligations, penalties, attorneys' Fees and losses resulting from any claims, actions, suits, or proceedings based upon a release or threat of release of any hazardous substances, petroleum, pollutants, and contaminants which may have existed on, or which relate to the Permanent Easement Area or the Owner's Property prior to the date hereof. Nothing contained herein shall be deemed a waiver by the City of any governmental immunity defenses, statutory or otherwise, Further, any and all claims brought by the Owner, its successors or assigns, shall be subject to any governmental immunity defenses of the City and the maximum liability limits provided by Minnesota Statute, Chapter 466. The Owner, for itself and its successors and assigns, does hereby warrant to and covenant with the City, its successors and assigns, that it is well seized in fee of the Owmer's Property described on Exhibit A, and the Permanent Easement Area described on Exhibit B, and has good right to grant and convey the Permanent Easement herein to the City. In addition, the Owner, for itself and its successors and assigns, does hereby warrant to and covenant with the City, its successors and assigns, the right of after acquired title to the Permanent Easement granted and conveyed in this Agreement provided that the Owner receives title to all or part of the Permanent Easement Area after the recording of this Agreement. This Permanent Public Street Easement Agreement may be simultaneously executed in several counterparts, each of which shall be an original and all of which shall constitute but one and the same instrument. 115947130 IN TESTIMONY WHEREOF, the Owner and the City have caused this Permanent Public Street Easement Agreement to be executed as follows: Owner: DPS -Lake Elmo, LLC, a Minnesota limited liability company Signature: � -4=� Print Name: Alan J. dale, Chief Manager STATE OF MINNESOTA } ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this � y day of 2014, by Alan J. Dale, the Chief Manager of DPS — Lake Elmo, LLC, a Minnesota limited liability company, on behalf of the limited liability company. Notary Public H5947130 Randy Stye Simmer �-= Notary Public Minnesota *Cammiss�onEVkesJ8!mwy31, xi118 CITY OF LAKE ELMO By. c Pearson, Mayor ATTEST: Adam Bell, City Clerk STATE OF MINNESOTA ss. COUNTY OF WASHINGTON On this 2 N day of OC A 6�2P,y- , 2014, before me a Notary Public within and for said County, personally appeared Mike Pearson and Adam Bell, to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and City Clerk of the City of Lake Elmo, a. Minnesota municipal corporation, the municipality named in the foregoing instrument, and that the seal affixed to said instrument was signed and sealed on behalf of said municipality by authority of its City Council and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipality. otary Public This instrument was drafted by: David K. Snyder, .Esq. Johnson & Turner, P.A. 56 East Broadway Avenue, Suite 206 Forest Lake, MN 55025 651-464-7292 4 1159,1713v5 A. STACY BODSBERG a� NOTARY PUBLIC - MINNESOTA � irN IN Commission Expires Jan. 31,20T6 �1 EXHIBIT A LEGAL DESCRIPTION OF OWNER'S PROPERTY That part of the East Half of the Southwest Quarter and that part of the West Half of the Southeast Quarter, both in Section 34, Township 29, Range 21, Washington County, Minnesota, described as follows: Commencing at the West Quarter corner of said Section 34; thence South 00 degrees 00 minutes 40 seconds East, along the west line of said Section 34, a distance of 472.55 feet; thence North 89 degrees 57 minutes 32 seconds East, a distance of 1315.91 feet to the west line of said East Half of the Southwest Quarter; thence South 00 degrees 02 minutes 55 seconds West, along said west line a distance of 714.99 feet to the point of beginning; thence North 89 degrees 55 minutes 22 seconds East, a distance of 212.38 feet; thence southeasterly along a tangential curve concave to the southwest having a central angle of 29 degrees 05 minutes 37 seconds, a radius of 1100.00 feet for an arc distance of 558.56 feet; thence thence South 60 degrees 59 minutes 01 seconds East, tangent to said curve, a distance of 224.27 feet; thence southeasterly along a tangential curve concave to the north, having a central angle of 68 degrees 21 minutes 23 seconds, a radius of 760.00 feet for an are distance of 906.71 feet; thence North 50 degrees 39 minutes 36 seconds East, a distance of 410.97 feet; thence northeasterly along a tangential curve concave to the southeast, having a central angle of 20 degrees 49 minutes 17 seconds, a radius of 1060.00 feet for an arc distance of 385.20 feet; thence North 71 degrees 28 minutes 52 seconds East, tangent to said curve, a distance of 202.22 feet to the east line of said West Half of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West, along said east line a distance of 1517.53 feet to a line parallel with and distant 217.80 feet north of the north right of way line of Highway No. 12; thence South 89 degrees 54 minutes 16 seconds West, along said parallel line, a distance of 200.00 feet to a line parallel with and distant 200.00 feet west of said east line of the West Half of the Southeast Quarter; thence South 00 degrees 01 minutes 13 seconds West, along said parallel line, a distance of 173.18 feet to the north line of Minnesota Department of Transportation Right of Way Plat No, 82-43; thence South 89 degrees 18 minutes 12 seconds West, along said north line a distance of 1875.94 feet; thence continuing along said north line South 89 degrees 53 minutes 55 seconds West, a distance of 230.61 feet to the east line of the West 333.00 feet of said East Half of the Southwest Quarter; thence North 00 degrees 02 minutes 55 seconds East, along said east line a distance of 599.99 feet to the north line of the South 675.00 feet of said East Half of the Southwest Quarter; thence South 89 degrees 53 minutes 57 seconds West, along said north line a distance of 333.00 feet to said west line of the East Half of the Southwest Quarter; thence North 00 degrees 02 minutes 55 seconds East, along said west line a distance of 774.53 feet to the point of beginning. 11594713v5 EXHIBIT B LEGAL DESCRIPTION AND DEPICTION OF THE PERMANENT EASEMENT AREA A Roadway Easement lying over, under and across that part of the West Half of the Southeast Quarter and that part of the East Half of the Southwest Quarter, all in Section 34, Township 29, Range 21, Washington County, Minnesota, described as follows: Commencing at the southwest corner of Outlot F, SAVONA, according to the recorded plat thereof said Washington County; thence North 00 degrees 01 minutes 13 seconds East, assumed bearing along the west line of said Outlot F a distance of 351.65 feet to the point of beginning; thence South 71 degrees 28 minutes 52 seconds West, a distance of 165.33 feet; thence southwesterly, along a tangential curve, concave to the southeast, having a central angle of 20 degrees 49 minutes 17 seconds, a radius of 1103.12 feet for an arc distance of 400.87 feet; thence South 50 degrees 39 minutes 36 seconds West, tangent to said curve, a distance of 356.54 feet; thence westerly, along a tangential curve, concave to the north, having a central angle of 68 degrees 21 minutes 23 seconds, a radius of 860.00 feet for an arc distance of 1026.02 feet; thence North 60 degrees 59 minutes 01 seconds West, tangent to said curve, a distance of 224.27 feet; thence westerly, along a tangential curve, concave to the southwest, having a central angle of 29 degrees 05 minutes 37 seconds, a radius of 1000.00 feet for an arc distance of 507.78 feet; thence South 89 degrees 55 minutes 22 seconds West tangent to said curve, a distance of 212.60 feet to the west line of said East Half of the Southwest Quarter of Section 34; thence North 00 degrees 02 minutes 55 seconds East along said west line, a distance of 100.00 feet; thence North 89 degrees 55 minutes 22 seconds East, a distance of 212.38 feet; thence easterly, along a tangential curve, concave to the southwest, having a central angle of 29 degrees 05 minutes 37 seconds, a radius of 1,100.00 feet for an arc distance of 558.56 feet; thence South 60 degrees 59 minutes 01 seconds East tangent to said curve, a distance of 224.27 feet; thence easterly along a tangential curve, concave to the north, having a central angle of 29 degrees I I minutes 27 seconds, a radius of 760.00 feet for an are distance of 387.20 feet to the southwest corner of Outlot A, said SAVONA; thence continuing easterly along the southerly line of said Outlot A and along a compound tangential curve, concave to the north, having a central angle of 39 degrees 09 minutes 56 seconds, a radius of 760.00 feet for an arc distance of 519.51 feet; thence North 50 degrees 39 minutes 36 seconds East tangent to said curve and along said southerly line of Outlot A, a distance of 410.97 feet; thence northeasterly along said southerly line of Outlot A and along a southerly line of Outlot C. said SAVONA and along a tangential curve, concave to the southeast, having a central angle of 20 degrees 49 minutes 17 seconds, a radius of 1,060.00 feet for an arc distance of 385.20 feet; thence North 71 degrees 28 minutes 52 seconds East tangent to said curve and along said southerly line of Outlot C, a distance of 202.22 feet to the northerly extension of said west line of Outlot F; thence South 00 degrees 01 minutes 13 seconds West along said west line, a distance of I16.02 feet to the point of beginning. 2 115447130 EXHIBIT B FORM OF DRAINAGE AND UTILITY EASEMENT SA VONA 3RD ADDI TION NAI W ACL t'El?SUW Ur VEZZ R ERWIM ]hat U.S. Home Corporation, a Delaware corporation, fee owner of the following described property situated in the County of Washington, Stale of Minnesota, to wit. Oullot C. Putlot D and Outlet F. SAVONA 2ND ADD1AOfr', according to the recorded plat thereof, Washinglon County, Minnesolo. Has caused the same to be surveyed and platted as SAbOM 31D AUGIFANJV and does hereby donate and dedicate the public ways, as shown on this plat and also dedleate the easements as created by this plat for drainage and vNity purposes only. In witness whereof said U.S Home Corporation, a Delaware corporation, has caused these presents to be signed by its proper officer this day of 20 us IYO E CGR713"TT2Y By Jonathan Aune, Dh.oision Vice President STATE OF AMWESPTA COUNTY OF Me foregoing instrument was acknowledged before me on this day of 20� by Jonathon Aune, Division Wce President of U.S. Home Corporation, a Delawom carporafion, art behalf of the corporction. t4+1 Notary Public, My Commission Expires County, Minnesota t— nisi} CNTY FLAANNiG COliASSM Approved by the Planning Commission of the City of Lake Elmo. Minnesota, an this day of 20 By By Chair Secretary QTY OF LAW EEMQ AMWESOIA This plat was approved by the City Council of the City of Lake Elmo, Minnesota this day of _ 2Q_, and hereby certifies compttooce with all requirements as set forth in Minnesolo Statutes, Seclion 505.03, Subdivision 2, By By May- COUR"Y SURWYM Pursuant to Chapter 820, Laws of Minnesota, 197f, and in accordance with Minnesota Stolules, Section 505.02!, Sabr1 11, this plat has been reviewed and approved this day of 20 8y By Washington County Surveyor GOUIM AUPR R/YR i15Ea77 Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, loxes payable in the year 20 on the land hereinbefore described have been paid. Also, pursuant to Minnesola Statutes, Section 27-2.12, there are no delinquent taxes and transfer entered on this day of I 2Q--- i 0= f hereby certify that t have surveyed and platted or directly supervised the survey and platting of the property described on this plat as SAMMA 3m ADOfnAM that 1 am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of BY By the boundary survey, that all mathematical data and labels ore correctly designated on the plat, that alt monuments depicted on the Washington County Auditor/Treasurer Deputy plat have been or will be correctly set within one year as indicated an the plat- that alt water boundaries and wet lands as defined in MS Section 505.01, Subd. 3 existing as of the date of this cerfilicotion are shown and labeled on the plat, and that an, public ways are shown and labeled on the plat. Dated this . day of 20 COUNTY AECOIwnR Document Number Craig W. Morse, Licensed Land Surveyor Minnesota License No, -23(121 STATE OFAAAME.S'OTA COUNTY OF A19WdERN the foregoing Surveyor's Certificate was Dakaowfedged before me on this day of _ 20— by Craig W. Morse, Licensed Land Surveyor, Minnesota License No. 23021. MO—) pori rrc.+-U Notary Public, County Minnesota My Commission Expires f hereby certify that this instrument was retarded 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. Hy By Washington County Recorder Depu ly Westwood Professional Servias, Inc- t4+) nc Sheat t of 5 sheets IL I j:,a' t8=x33°5Y32'F . ',t,4 920 .rt„"�R•*. `�./ I -- -" d=9°15'39 �i� x78°SG a "W R=270.00 60002 '. 4.Z64 tisv , i A h I A 1 r5 V \ \ z \ 4 t7t10AT A 5 B A Irn 7 d � � S m 4 n 2 F, 09 �01- I� CB's �1+ g1 n fes_ 1/ Y V m o X11 19� _ fid 1 % 07149.12 �' \ oao. N.N h 1 Urn-arC 82.e3 • ,�° r r !T t L J lkA7" Jy - �t Y�1 ry v s YT 1 � v SA V ONA 3RD A DDI TIO V •t `-F—d Washlhyf- Comfy I CostIran rtonumerrl Eust C. -w Caner or II 5z 34, W 29, Rge. 21 I Q r I Cs I� h % �^ '4R3tr 1d hf r' 'tiwl z a T" f 3 / 6y'I • ti 1 r 3 Vd� 4 ,9d=-R-N=53°()Tt02001''W 0OY# - 01, 2 B 129'W B }68s6.55 l w x89°4323`W 4 / Z O4� 'Gai �II (F-42.41 ?�27`E Mn ' o p 9 5 3 B N 538.7571 iF 4 2 . • I 87.04 t +�f`tr 1 3 7 i11 4 15 a t r / h�1 2 1 •�,0 T 0 s 3gy Up�7 + ' _de �1 }oma 2 d tY' S' '� FWtrd sw'id 510'6 i05� ipjio r . 41'.2 # OtfILaTDI t r'4- N90°00'00`E28I.T7 4ea r -,Z_=11089 5556 55.89 n23 � i12'L- ti.l.i r -T r /5 -r 85.94 v V r r_. v t The orieniaf ba of this bearing system is bused on Me south line of Outlot F, SAVONA 2ND ADDITION is assumed to bear At 89°553f� F. o Denotes 112 inch by f4 Jh dh iron rebor set and marked by License No. 23021 • Denotes 112 i,wh by 14 inch iron rebar found and marked by license No. 23021, unless Ocnotherwise shown ates Casl Iron Manument found marked by Washington County �J t5 ;1 t 2 2 oce 3 1. '-FM,d f/2 mch Cl.- hon Pyr 1 2g .�1 s i 2T 1 z 4 Q o 1 5 2 o 4 d 4 4 1 r� h1v a z 2 d t 4 o y 7 2 5 4 0 9 0 4 d s B 5 � 011f1,DTD t + N89 5531 � 70'63.80 - 1 sas'ss �r'w 2.s3 er - I �'-S-rh line of 0.0 t F. SAWMA $ND ADDM/ W 1 I .i itd rr� r4r- Tt r- 11 a VI I F1L- .�Le_- + 1Narh fie" rhr 1f45F 114 I th of Sec. ,74 I , 100 0 100 200 300 scale in feet 1 inch - 100 Feel Westwood Professional Services, Inc. 5A VONA 3RD ADDITION INSET A (From sheet 2 of 5 sheet) 4a92 2l=7°28 27' CB=N3 48 32'E 40 0 4D 80 120 5cpte In feet I Inch = 4D Feet Dminage and Utility Easements are shown thus I J 5—S I y I I fl 10 t0 ---------J L - - - - ,------ (No Scale) Being 5 feet in width, unless otherwise indicated, and adjoining Tot lines and 10 feet in width and adjoining right-of-way lines os shown on the plot. The Drientotion al this bearing system is based on the south line of Outlot r, SAVONA 2ND ADDIRON is assumed to bear N 89°5531" E. Denotes 112 inch by 14 inch iron rebor set and morked by License No, 23021 • Denotes 1/2 inch by 14 Inch iron rebor found and morked by Ucense No. 23021, unless otherwise shown Westwood Professional Services, Inc Ch— 7 of 9 —1- Dr &ein and 40 0 40 $O 120 odjo Seale in feet 1 fpeh = 40 fleet The orientation of this hearing system is based an the south line of Outlot F, SAVWA 2ND ADD1170N1 is assumed to bear N 89°55:11" E. 0 Denotes 112 klch by 14 kr h iron rebar set and marked by License No. 23021 • Demotes 112 inch by 14 inelr iron rebor found and marked by License No. 23021, unless otherwise shown SA V O VA 3RD A DDI TION Ga D�$� fip�da Easements are shown lh- R tigti' INSET B (From sheet 2 of 5 sheets) I • 5T < % � 5 �$ C I I i0 5�t , 551°pb r, ,L ,►(b£ O All 'o Scde} a5 -f° 64� i t� 5y A5 t3 rp i' unless otherwise indicated, and 10 feet in width and �,� DA Q ,� y limes as shown on the plat. Z h'S +t'�r' w 15 7 (� D1�3 �° n = } n $ N 10 8 4 l OWN, $v� `b 14E ` 5Joo * 5R 4i •5,x°5 ¢� k,�q�i� H'•-, 5p 'lg� 5 oto .o a�g09 � ..Gt �y4V' s -'.;y5\ $ \ c ��0� ��$nt,�q'�'o t °'"'$; '' 5i�pdy ., r2 $ o� %�� 1ln i CP� � �0 � z $ a� ^� c7 M�` t q ,'°' Ii' moi_+ 5t' o � DETAIL ' ``` �� ro 5�'a9 . .. ,.o_ �W�q 0� J_ s^ .,aA 3 $ '.. ,.► -'�04�4� ; .' a z j k DETAIL I✓.,.- rs$5fl 5g� ¢ n9°Q,`+;'-t15�� a�4 0 4 Tri v�f° 3 N5� 8 • p � �J4�4��, , � ;; 5> � j � � 0`3'`4 a4 Q� t %1y5�l� °5 '�% a �► 4 9� °�j'4 ti6,�Q' �Q°k ''E1 Ngo3pa° r o 11565 �° �i o } o q" o Vic] f o� 7 /�y�5�-p� / / 2 ems`_ \ 6 ® ' fy `�O+_Dill ts�t i�-? lie; �_ awn r'O o� v l 4v1 ! > oa° �` og d, 1°5k $5t Zg. !fi25 ti35 1 \ Q ap, N� �`n 5a�o5 og 3 oa +� $ " t 05� 43/ ✓5/56/\\\ \� O 3 v 1;y5° 19 OUlLOT D 2 $ `y51,5� 5 1c I 1J 4 �cpi \ v u, U-°m°gv vmfa�tY 30 .� t�T �� o� 5&p 5`* o Q-\ rw 9 ``t, .,d 5�`9 \\ \\ _ Fosem°°1 nJl m 5°17 "o N 9 ,1 pV k!6 ` .• 65 1 2 I I t owm a r 5 Q `j�o 3 1 in u+_ k 'S'I°5 '�� \'.5 t 5. \\/ �Y Ms9 sa'47'W v �� 5�� p f/Z-OTO---,_ 'a a 5 >vjF D¢I8\4 3 I 6 9 12 505''89 ;� /6=1°sa'Ds' � � y �17� N83 5556 o A a?esu mwOrA1OOF-281.f7 19.ss' 66.41 A ,yi• 14.77--`r fJCIROTD 1 + I + N N9rd°o00o W 30083 -+ &�00 a^39.: R240o12� li 15 11•\�1 1 ?p�.3 0 589 5847T 7.94 - 6 26°49 ry MoD w �;d=10°0473" r N �'-26.37 9a°Op3ro'f 33P 47 �G=3°2t1'D1" ty9p ^ +Jr o o tl _ 28.02'�.� o s7 o M i 5TH 577EETLAhENOW]J% Q Nr1°�t rY i D$ �► oac J 3 1 589 58 f7 -E h g k$ ' r Orvin.°9e k Wary 0 58,00 2 b r D .s`�_ E°srnlrnf °rnr dl i o I ' r1 __;•-s 77.19" 4 126.001 !` f87-29 6.00 f5.9 1 �5`n of Cumin D 2 { a N..... r7Y �� 'i` 1? I Sd4°49'39"W 4511` s= N Q, ° 4409 /' M32°3}'411 .r.` _ 5y S12°4.S 76I NJZ°530AF r - Lt'12 1 o R 1 ZZ 32 �'".:` ZT 21f Z20 ; a 94,00 4 A - 589°49' �W 9{. 00 58.00 58.00 J 5800 5800 � � 1 47.00 4700 1 o.4 t l 47.00 47.60 1� 2 4 y. N90'DO'DO"W 1 N90 Oob0'W t ! V90°00,001W I f N90°00'f10`W 5 0 0 o V m t~ o o ' H1�°$1}'4a"W Q O q O �+ O O elf �_. � 4 O P O I d q 7 581)0 $ v 1 00 l `� o $ 1 o v , + "E� w 5 u. q 5 4 I f +n t w o o c o �i N9ft'o0'o0-E N90°DO'00 E M90°00'OD1 N91 00 Go F .tl U89 -9-T N89°4939'1 �_ �' N89°49:39 E N6'9°49- E I _� Sa 0o 0 c` � o b e 5&00 0 � 0�9 47.00 0 47.00 q 1 {� I 47. c0 {7.00 W q q 4 ? q 4, I q 1 5v Ep. O b b FO q h DR O 4 h �Oy '° p q 0 q 4 f $ W o0 2 0 $ 2 Bqs q 2 0 �q 2 q o 24 6 N q ? e B O F O O 1 b b q r+y °y V h a q O q ,t �-z o �i ni w° : W 'i a r ; r .41 ` �i r i W °i H o n +� "� o t f. q 589°58"471 0 (� ®h N90°DO OD'W n L" M N90°00'00"W '� W "1 N9D°00'00"W `I o Q :`� �7 N9D°09'00"W h W ';! 589°4939`W 589°49'39V h "£589°49:39"W S89'4939,W o v o q ow o 58cD �0 4 W a a ? '° �'" h 3 4700 4]_!10 58.00 F o $ O �.� 58.00 0 $ 58.00 o L, 58£10 o q 47.00 47.00 w q w 9 q , q 3 42 0:+ 0o ° a 7 q 5y ry 10 n ~ 7 NW°W'00-F '� z S'o "1 N90'00710E h 2 �_ � h N90,00,001E h� N90'00"00"F 5800 0 $ 4! a 5800 o Saco58D0 58.60 1-• - q q 47..00 47.00 y o n 47.00 0 4700 z l N 2 z q a o 4 H89°49'391 ;tN89°49"E r'c N89'49:39E 2 N89°49:39£ 0 o h Q o 4 o a 4 q a`d o 4 3 q Q O �Ep O V q p q 4 p 8 �O ��b5do I .0;005°00 011 F 589 4958"W I' N90°00Y10 E + 7qd, Y 1! N90°00'00 £ I N89°SO'0[I'f 5. N9O DD'00� F I I l a •� I! a W l i n •i .5800 8.00 47 tm 58.00 5800 4729 581Y0 1 11 U r f � _ __ � 47.Ob 47.00 47.00 47.D0 1 12 4 2 5 58915511-W 40793 3 B I I I 2 13 3 a I � f � o 1 I I O 4 _54046 f7 W N90'00"00'W 589°39489Y N90 fX1'002'S - 29 f7 OEM -OTD 1 Y' _ - - Eax -t er D... Na 3748914 1r5&7°3978i' N�°a4'0i'W; __-___ - N87°03'10 E __�''' , 7.7.99 45.IX! `�� - 21.37 P 407 92 • 1 t 5 3„V - - - - - - - - -, Westwood i --d 142 hdr Go- r,- P4. r°„nd I,- po -' PT0fessiorlal Services, Inc. LS Na 22440 I -i 30 0 30 so 90 scale in feet 1 inch = 30 Feet SA I/ONA 3RD ADDITION Drainage and Utility Fosements are shorn thus, I I S --I I 5 II I I to G 10 ---------J L----}------ (No Score) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and odjoiniog right-of-way lines as shown on the plat. The orientation of this bearing system is based an the south line of Qutlot F. SA kONA 2ND ADD177ON is assumed to bear At 89055'31' E. n Denotes 1/2 inch by 14 inch iron rebor set and marked by License N'n. 23021 • Denotes 1/2 inch by 14 inch Iran rebar found and marked by License No. 23021, unless otherwise shown DETAIL (From sheet 4 of 5 sheefs) !/ x'oo i`.S.S�' 0§g'S3� pP lips egg i N .16 QO E / 52 85 s 93 / r' Ii n'eso?✓ii `a `�� 4 1 N �f. ' 4� �ry oh' 16 �•� `ai 2g Or p., `•, N ,�� o 0 0. d h/o2 4 mpu D,°�°g� 01011 a °LA 06 r 000°1 D ^ 4j f �4np5 to V 55'6 ►f�( ~ 19' ~ .n�.n ytr w �A,s10 .Q f -°`" 7, *' .,� } ,�o2b \ i •L,o..q °\ m. $ a �6x pb'f` vubtrc D.°r�°gr ar: •ra s fi'14 ' a+ \ w a o sly ufdit E°sr�ne,�f Nfi� 5$'� D— N° 3vs�%i4 2 94' k7!� j l yme��,rnurine�~'� I ts,. r \ .r 1r N 1� y r Pfnr oI SAr.Va n 1°0� N o \ ,,COQ 2'E.� r 2Np n0prnDN - p�3ae0Q42 Drain°9e B r/tdify �+ 1 •t UQ o. h.} �6� - - 77382 D vnevl ai�er Wily ` NSV-15'41 E ' 0 tar D 94 55 89 -�' x36°rrsrw as 3 a7oa 6 ��12 N83a5_5'9 nor°s6'0s•- _ 1964 x \t ,y 14.77 w V 00 Iva ZO �4t ~ '' Publ'c D—qu & otdiry--�`'` \ r: w • \ ' �`Ea�.n.ent Pr'r oro No. 398J734 11 p_ ` 6 1t }? op X64 01 0.� �} i z k 5 X32 - p 17.00 4zm W safi°421z7 D i 'J !� N67°3t 29F N671°3t 29'1' , S `t Al 10. i +l o 2 4 p' - t N 4a .00 I r 5600 NS 47� F E 47.00 x90Q00100-W s In a 4 o #w g o i>' F � N6T°3r'29� i�. I N8 47 37.06 4 0 0 Cl O I a Ci H n O 47.00 r r 869°4939'W S8914939"W p o l N70-13'99�ir till I Y 4 12 ry F� ry SM 4939-W o 569°4939'W � ` O +Y h t q 7 3 47.00 W 4ZOO M89°4939 E h $ 26.00 • 1 47.00 47.00 r r 869°4939'W S8914939"W p o l N70-13'99�ir till I Y 4 12 47.00 v 47.60 SM 4939-W o 569°4939'W � ` O +Y h t q 7 J 47.00 W 4ZOO M89°4939 E ry N89°49°39$ $ O Q 3>, 6 47 00 4}.00 I mIU till I a lu ryl N90°OO UO F p 3' >ta �I _ ry 0 sso0 I o x9O°O0'0O'W 2 .yl z �'.� w M M fll 0 4 516.00 I N90°0900 F r w 5 a x90°0000 i l I � 51aoo 569°49 39'W '�51 - N89°49 39 E 94.!10 - i V69°4 MIE ri 90 7J ---125382 N8905531 -E P b1r maaa9a & utw;ryi" f' — las -1 pa 0- No. 5463731 ' Found !rm Pq�a--'' tS N°. 22440 S.hd Aron P,pe Westwood Professional Services, Inc moot -� of 4 chn.f� 02015 Wal Lwood Professional Services, Ina. Construction Plans for Grading, Drainage Plans for & Erosion Control Savona 3rd Addition Lake Elmo, Minnesota Prepared for: Lennar Corporation 16305 36th Avenue North Suite 600 Plymouth, Minnnesota 55446 Contact: Joe Jablonski Phone: 952-249-3033 Prepared by-- Westwood y_Westwood INr,e 111531 P]T.6t50 few Mapr..n O.i.. F� 1115311]T.6ez2 .t E..d{..W{6iNy Tell lull e]t.bt5u r.alr�modF..mm W—.w r'AQ lf.,*—I— Project number: 0000565.03 Contact John Bentlef SINGLE FAMILY GRADING AREA TOWNHOME GRADING AREA Vic1n1 (Nal to Scale) � rr NO. Sheet Gist Table Sheet Number Sheet Title 1 Cover 2 Overall Grading Pion 3 4 Grading, Drainage & Erosion Control Plan Grading, Drainage & Erosion Control Plan 5 Grading, Drainage & Erasion Control Plan 6 Grading Drainage & Erosion Control Pion 7 Details 8 Details 9 Street Profiles TO Street Profiles 11 Pre -Development Drainage Area Plan 12 Post -Development Drainage Area Plan SINGLE FAMILY GRADING AREA TOWNHOME GRADING AREA Vic1n1 (Nal to Scale) � rr NO. DATE REVISION SFE9M 1 05/20/15 REVISED PER WATERSHED ALL 2 06/03/15 REVISED PER COMMENTS ALL 3 06/25/15 REVISED PER COMMENTS ALL 4 07/14/15 REVISED PER COMMENTS ALL 5 08/05/15 REVISED SOC HOLDDOWN 6 WARNING: XCEL TRANSMISSION LINES ARE PRESENT WITHIN THE PROJECT AREA. EXCAVATION CLOSE TO STRUCTURE LOCATION. A MINIMUM DISTANCE OF TEN (10) FEET OF SUPPORTED EARTH MUST BE MAINTAINED FROM ANY PART OF THE LINE STRUCTURE. SUPPORT OF THE GROUND BEYOND THE (10) FEET MAY BE PROVIDED BY A SLOPE NO GRATER THAN THREE FEET HORIZONTAL TO ONE FOOT VERTICAL. SUPPORT MAY ALSO BE PROVIDED BY THE USE OF CRIBB[NG, SHEET PILING, RETAINING WALL OR TUNNFUNG. THE SPECIFIC PLAN FOR PROVIOING THE REQUIRED SUPPORT AND THE EXCAVATIGN PLAN FOR THE PROPOSED PRO ECT MUST BE SUBMITTED TO XCEL ENERGY FOR RENEW AND APPROVAL PRIOR TO CONSTRUCTION START, CLEARANCE TO EQUIPMENT AND WORKERS A WORKING CLEARANCE OF TWENTY (20) FEET BETWEEN THE ELECTRICAL CONDUCTORS AND ANY CRANES OR DIGGING EQUIPMENT USED AT CONDUCTOR ELEVATION IN OR NEAR THE EASEMENT AND A CLEARANCE OF TEN FOOT EIGHT INCHES (9 D'-8") TO THE PHYSICAL PROXIMITY OF WORKERS MUST BE MAINTAINED AT ALL TIMES, IN ADDITION, ANY CONSTRUCTION NEAR THE TRANSMISSION UNE(S) SHALL COMPLY WITH ALL OSHA SAFETY CLEARANCES. IF THIS CLEARANCE CANNOT BE MAINTAINED. THE CONTRACTOR CR DEVELOPER MUST ARRANGE FOR A LINE OUTAGE BY CALLING XCEL ENERGYS SYSTEM CONTROL DEPARTMENT (STEVE ROLLIN 612/330-2875). ADEQUATE ADVANCED NOTICE MUST BE PROVIDED IN ORDER TO SCHEDULE A UNE OUTAGE, IF AN OUTAGE IS AVAILABLE, Construction Puns for Grading, Drainage & Erosion Control Plans for Savona 3rd Addition Lace Hmo. Mi]mesota Date OUVI15 Sheet 1 of 12 F #015--?.Yeg!>rpod-�xnfe951asd-S L� Coll 4B Hours before before di in 9. 811 or ca11811.com DENOTES SOIL BORING \ T� ON CONTROL BLANICET`�. � � � � - � �� �SF�• DEN❑7E5 SILT FENCE Common Ground Alliance - — _ iJ g`'•�,� � �..''J _ +° f ` � STEL SLOPES (7W) � f 1� �-•.I l I � b � ! —HDSF— DENOTES HEAVY DUTY SILT FENCE \ tI l + I��'/ � K\.`\_y/ -/ I1 �'� -�-�- . a� ;rS, _ / _ ire tr'. I �'.`3 � i _ Ygrl .• I I I l} - 7ac -_ DOTES EXISTING CONTOURS aOTAB 1980— DENOTES PROPOSED CONTOUR S o-��-8�DENOTES PROPOSED INTERIM CO dTDURS_�D4uDENOTES FUTURE STORM WER DENOTES EXISTINGSTORM SEWER _ _.,i I��� ",T1II ..'>''. I.!I. ' 1Ijf7f 1 - La. -11, '1, s-°- . od -_; r, 4".aa_''a --1 , , a_ y3a-to �_.B _- * `-\q - 'w ti �.e_"�\ ,,"• 8a®^'y. }'�_.=°,�c�' 7--a-_e L`.'�,y�•'`-'+`_ m+1�"/''�- \'' ' I.IiI 5\{_. a:r+sl I- I•�- Q_ -' III -I�r. '�T II I l I _1 AFx -,.!'.►_. .� . DDENOTES PROPOSED STORM S E WER DENOTES PROPOSED DRAINTILE DENOTES EXSTING TREE LNE ENOTES EXSTING SPOT ELEVATIONN ys 6T ELEVATIO DENOTES PROPOSED N aL (TYP.) DENOTES ROCK CHECKS fI L� EBF. DENOTES EMERGENCY OVERFLOW ELEVATION .°s \ `\.^y1tkY .•.. 1 - t �d_ �, i l, - - _ _ - f_/ �r a � °°` J eR�y C '-�a-` . - .�,t f S I 1 - `II I 1 ! , _I. _ _�1` le�•���ir���T DENOTES TREE PRESERVATION FENCING 01 ` 31 SLOPE STABILIZATION EROSION CON TROL BLANKET .• /\ POND ACCESS ROUTE ? .` ....'ry',k . '.'�..�.� .'-s _ r / ♦ s�``t'' !'�S :a 4' 6 i f ', _ - : j.. !' 1 ""' 1� �, t f'I t + I • ' ice,`• } INLET CONTROLS �, r .� .1 r 1•'y-ti.i �f� �] �\ ROCK EXITS (ANTI -TRACKING) Yrabc I�,a f•• • ♦ •V . } I ,u. ! ,; w.r� +mu l ✓ �•`.. ,.� /'K ^• �`� ./�1 ' i '�-'.' d0` TEMPORARY CHANNELS TO DRAIN FUTURE ' .�. ;' ii i. -aya �` �. ,� �"✓ r\ i\ .\�'+ - - '.+ PHASES TO TEMPORARY BASINS, :. •:: - I P y •rr �}¢a?��I;� -✓}/ / /`a�, \ f A/•� y i DENOTES PQNOING TO BE UTILIZED FOR ae. 16,.-G, .�',: '� • • L.�� IIy', 8+S' rn� ,S�"" ` ,b sI 4 ? / /l� f 1 n 'r TEMPORARY SEDIMENT BASINS i r ) �� � • � r GENERAL NATES: a J q��l + �,ea� •� /a►A. .j.. 'i, _ `\V.( -, %- �/ r. i 1 7 1 •+ TEMPORARY C�iEa(5 DC1RMiG PHASF 1 \ •' x d" ` '� � � ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER (P(GCR TO PAYMiQi & IiTl11�S} .x �. \ � -.. �:-r � �j a�rn,� h r• ♦ •r. / .�.��.� GRADES UNLESS OTHERWISE NOTED. �rJY .:,/ -s 1 \• ." - _ 1� .-\ �"Lr / yr - -' ~I • REFER TO THE SITE PLAN/RECCRD PLAT FOR MOST CURRENT �;,,. �: :,', f �� 1 ►k e��. r a ', c }HORIZONTAL SITE DIMENSIONS AND LAYOUT. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY f7 '" \. \�=-S--.$1 •Jhy� "^ j a�� At.t,.s ' \, 0A \ 2F`a ��, lyt '' 1 1 i \'\'r \ ,.�� t c ` 'I � r PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. �I ,1 3 \ .. S - 1 � 4 ��t ,� � n� - .mac_ t`'s 1 - _ ,� :ala _;- Y 1, �, 1 I s• y ",� I L - _ f SEE SHEET 7 FOR CITY OF LAKE ELMO STANDARD PLAN NOTES FOR GRADING AND EROSION CONTROL. Dt D — DO NOT DISTURB ggicorna; •� . A—- 1 lPl.l .°� I { :• �f 'L , - c I _. �. s TO PREVENT SOIL COkIPAC1I0N. THE PROPOSED INFILTRATION AREAS/TREATMENT '�:• .. �.. a- 5 _-a--s I _ �_ -f I , I _ 1 5' eI I I BASIN SHALL BE STAKED OFF AND MARKED DURING CONSTRUCTION TO PREVENT �.�ti _ f _ _ a 1 ♦ `� / HEAVY EQUIPMENT AND TRAFFIC FROM TRAVELING OVER IT. IF INFILTRATION ' ` _\ 'way pyL , I ];i�Iy j'I _ r= h , _t '• ♦ FACIUTIES ARE IN PLACE DURING CONSTRUCTION ACTIVITIES, SEDIMENT AND i f� },! It w. nu+L-1Das•u 'a`s- _- �'•=r � I - -, RUNOFF SHALL BE KEPT AWAY FROM THE FACILITY. USING PRACTICES SUCH AS rR MN7. 70 4 �� 3 "'P .�! q'. / 4 �1 1 i \� S I 1 S a Bir N - 5 " \ + iNFILTRATI BERMS AND VEGETATION KAROUNDEXCAVATED THE FACILITY'S PERIMETER. til 4 •�Q "s � - � ' I t �� p��++� ` ('�T \` � `� INFILTRATION FACILITIES SHALL NOT BE EXCAVgT£p 70 FINAL GRADE UNTIL THE WTLFT ELEY.-1025.0/ \ �'`- l;i ! ""' '� ,. s - �� ,0 !� LJ l 1 , \ CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED, r V II s Ovf17. T -102,7.2 \ - r' \ j '' 6T- - % _ _ THE FINAL PHASE OF EXCAVATION SHALL REMOVE ALL ACCUMULATED SE❑WEN7 _`�:� 14 I l �� Y •' 1 aV_A1NL. 102& � f� /y✓- �' AND BE DONE BY LIGHT TRACKED EQUIPMENT TO AVOID COMPACTION OF THE /!- ;r BASIN FLOOR. T-0 PRAVIDE AWELL-AERATED, HIGHLY POROUS SURFACE, THE __ ____ _ __ _ __ , ! ;�` ��' '"\ppb& i�. �' �� •'s v l SOILS OF THE BASIN FLOOR SHALL BE LOOSENED TO A DEPTH OF AT LEAST 24 INCHES TO A MAXIMUM COMPACTION OF 85% STANDARD PROCTOR DENSITY ` •'`- \ \�' ,� _ f (,/�f/ I PRIOR TO PLANTING. WHERE FILL IS NEEDED TO COMPLETE THE FINAL GRADE OF THEiNFILTRATION AREA, THE CONTRACTOR SHALL USE FREE -DRAINING SOIL WITH100% OF THE PARTICLES SMALLER THAN 2 INCHES. SOIL SHALL HAVE I LESS THAN 5% OF PARTICLES BY WEIGHT PASSING A $200 SCEVE WITH A VERIFIED SOIL CLASSIFICATION OF SANDJ _ - _ - _ P r EXCESSIVE MOISTURE. DEBRIS, ROOTS, ORGANIC MATERIAL OR FROZEN THIS SOL SHALL 8 FIRFMATERtAt- SF S1' ��. a ' ,_wpm - f ' v //-`• / '-' �ti ,,�;f - FILL MATERIAL SHALL BE PLACED TO A MAXIMUM COMPACTION OF 653 TEMPORARY Rom-___ OCK . 1 \. .�o J�a�_ -iT _ n Fr' 'C-�''r �� STANDARD PROCTOR DENSITY. 1F NEED BERMt , TEMPORARY FLOAIItI(i � � \ •1' � +off � � ' ��� /' \ � - SIOMMiER AND PPC (SEE DETAIL SHEET B) \ %V �N i TO BE REMOVED ONCE S17E F@ uwt�im�s SF t a's r - ' � �' PKK 1 GRACING HAS 13E7N ESTABLISHED 100 YR HML-1019.9 \ - l IHr1LTRAMW BASIN 2 •` l I / 4 •�' i .:i 4 TEMPORARY PIPMG• WRFT tLgY.-1015.0 TO POND 2 sarrcu-101.12 100 YR KWL-1019.9 11 (SFE SHEET 4) ` DND DURMIG PHASE 1- _� 5 UTILITY. PROVIDE TOP _ 11 I 1 SDI. BETS - - - - - P -PROTECT TEMPORARY PIPING UTUIRE IN lT]fPORARY F1.OATMIG 4"M _ter SIUMM R AND PIPE AREA INLET PROTECTION DEVICE I RA1lDN AREA AND CONNECT INFILTRATION BASIN (SEE DETAIL SHEET d}' I I (1YP.} 1 2 OTS STRUCTURE TO BE REMOVED ONCE SITE Fi OMT SSQUffi1T (SEE SHEET 4j 1 HAS BEN ESTABLISHED ' I, 1. INSTALL PERIMETER SILT FENCE. 2- INSTALL ROCK CONSTRUCTION ENTRANCE(S). 3- GRADE PONDS AND INSTALL TEMP. OUTLETS (FOR USE AS TEMPORARY BASINS). 4. INSTALL SILT FENCE AROUND PONDS PER PLAN, 0' 100' 2{70' 300' 5. MASS GRADE SITE. 6 INSTALL TEMPORARY SEDIMENTATION BASINS PER NPOES OR AS DIRECTED BY THE ENGINEER. Latest Revision Date: 07/23/15 7 INSTALL EROSION CONTROL BLANKET IN DESIGNATED AREAS AS THEY ARE GRADED. S. SEED AND MULCH SITE PER SPECIFICATION INITIATED IMMEDIATELY UPON GRADING COMPLETION. ,nw.�s 470r01 e.,, 4. EXCAVATE INFILTRATION AREAS AFTER FINAL GRADE k STABILZATION HAS OCCURRED. Date Q,f�'J/) she•e 2 oe' i? 10. REMOVE SLT FENCE AFTER PERMANENT- VEGETATION HAS BEEN ESTABLISHED, Savona 3rd �r�°�°`--,.~ Single Family Wes#wood �� zl+�aa o+r u- I,•,,, ra s.l. a �.r f°r � y y y� Additio Addition Ph-- 19azlaaralw Nava Anaaraa oxo (Kj10/,i •.,..a r- w, -.w ffi�a9/Is P. Ca,w,wl. I rellllc7I' Corporation L Overall Grading Plan Pa rum. fiRls]reta r hdrM, wl sa&a iraal•ue,m •.m•vc�amm mM/,e N..I.rd rr ev,...H. A•1!✓• rY�1R_ 16305 36th A.veave Nw'lh Suitt 600 Job. 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TRAIL (.7YP) 0644,7 `7O' BIT. TRAIL TAPER TO r�� 8' SIT TRAIL6 SIC &Shr T `� w WTNO L10e4 J4 P. BY rERs u 0 '16&-\ ! d8 r y - o4i� .� -\r'St, s ,qr2b' G Y WETL4N0 p�OA ypLb w � / .1047.3 44. OF m 10 / R s1049 4 G � � 171�_�c 1oa.S -f~ :06�G \ 5 ILO 1 0 1� OhO ite1 "A iN l\\\ Legend. S® SHM s Can 48 Hours betora dggirT DENOTES SOL BORING 4 DENOTES FUTURE STORM SEWER r 830 DENOTES PROPOSED SPOT ELEVATION DENOTES PADS WITH REAR TRANSITIONS 811or CoII81.com DENOTES SILT FENCE [i - :r -Z' DENOTES EXISTING STORM SEWER DENOTES BIG -ROLL EROSON CHECKS Common Ground Alliance IGO, 150' DENOTES HEAVY DUTY SILT FENCE IF- w --m DENOTES PROPOSED STORM SEVER LOY. DENOTES EMERGENCY OVERFLOW ELEVATION NM -11n- DENOTES EXISTING CONTOURS DENOTES PROPOSED ORAINTILE r+1IIs+e9a+r DENOTES TREE PRESERVATION FENCING SEE SHEET 7 FOR CITY OF LAKE ELMO STANDARD PLAN Latest Revision Date ar/3 980 DENOTES PROPOSED CONTOURS DENOTES EXISTING TREE LINE 3:1 SLOPE STABILIZAnON EROSION CONTROL BLANKET NOTES FOR GRADING AND EROSION CONTROL 0000e6sOY� fICL P-L C,` gI 5 �Ft/ • -I— - 0-��'�`, 2 %✓ - 1 -- l.t�. /Hr,� .' � ir. -960-DENOTES PROPOSED INTERIM CONTOURS 2563 DENOTES EXISTING SPOT ELEVATION POND ACCESS ROUTE nte 62/27/15 Sht 3 OF 12t 1 r. r Savona 3rd Single Family W Y1rLi/'<i •-a`r yay u. ria *- u-wr sr a w R i„ , l �fsd ¢i C .. i for. LennaT Corporation Addition Grading, Drainage & Phre i96i1+116152 ]600 Mo9nm Odra pM er fmi +116 ea.,., rrurm, W nvn ��r3 Rr'e4��.+^� a Dmra GNB Erosion Control Plan lx®).- ..m— Toho, Beads y ta..l.. u�irs _ 10036th nvenee North Suite 646 w.m.oae r�+ma.r sem k orr 177/x3/15 14,®� _ Plymouth. Afinaneeoh 55445 Lake Elmo, NUnnesota 02015 Westwood Professional Services, Int. BIO-ROLL EROSION CHECKS (TYP.) Corr 48 Hours before digging; f �k ole �f �.. ;Q�% * q� #. q --�_ 871 or ca11811.com '�'•*,�1.` f -1049.78 } �� o, G d,* ( - _ 1� Common Ground Alliance - - _ - -- - F-� C _ - - - `Y- - � -_r } i, � / r v / r • � � DENOTES SOL BORING �" F �i jpSG \ �1 /..= '�' r `� 'tl•T$ Fi rot3p ` HT1 I J 90 // ()'�' p e o 3J j < -sr� 1049..3 G i y_O.t0As.2 -tig4 ' \! 5. DENOTES SILT FENCE o n �r DENOTES HEAVY DUTY SILT FENCJ= aIIN/tJ ^!o" 990 -- DENOTES EXISTING CONTOURS X480- DENOTES PROPOSED CONTOURS oENOTEs PROPOSED INTERIM CONTOURS p _ t n 1 (',� ` 10;i.�__ i,_ .1 _ t0as.•.. --- - , _'` ' ,� I `ni ,�, li ' rRy r • n- • DENOTES FUTURE STORM SEWER ❑ -� DENOTES EXISTING STORM SEWER 2 - ■ -w-! DENOTES PROPOSED STORM SEWER DENOTES PROPOSED DRAINTILE DENOTES EXISTING TREE LINE t - �� '• \ +A �' ^` - N F I' -F` - f +'' i - - _ _ . ass .3 DENOTES EXISTING SPOT ELEVATION 11 1 ,.. - ` \ = o \ 'p��rd,'. ,iV `" g p / •.�,. ` �' f e� i ! - r r 66.30 DENOTES PROPOSED SPOT ELEVATION 4 .• • DENOTES BIO-ROLL EROSION CHECKS 1022 h T Q�L E•�•+•A■vri DENOTES EMERGENCY OVERFLOW ELEVATION z DENOTES TREE PRESERVATION FENCING ;" '� 3A SLOPE STABILIZATION EROSION CONTROL BLANKET POND ACCESS ROUTE 4 Joh Y`i' `�'�' � o`4r � 1028.0 `�° ,�• '��� N' � e} ,,'i -} �r�, - �N I I I a%� +.I I; � - _ �ifl4 - l 'O } I el o N - �, ■ DENOTES PONDING TO BE UTILIZED FOROR j� L / •I S Q I t ¢I TEMPARY SEOM€NT BASINS 41 \ i O / Pop RAP fl4ER - J1` i� I 7 1 _ 4 l.1 I �11 V ' jy��,,�� • `IVS' i LL- °<6 FS POND 1 NWL=1026.0 l y �SHz. t *� I o ! N� 1� '' t N ! k _ I ` a O DENOTES PADS WITH REAR TRANSITIONS 1 YR HWL=102 ,9 l -� a _ / • x c TEMPORARY FLdATIN - - 7026 I'r I -� ' t11 �4` 1•ia o. - ..NM SKIMMER AND PIPE INFILTRATION BAST .-.' O - y < IE 025.0 T 1� �"5 \ ` .1` h _ r n -c�� 7 F CITY OF E f,AO (SEE DETAIL SHE�T � �- OUTLET ELEV.-1025.0 j,,� : �,�1 SEE SHEET OR C LAKE EL K40 BE REMOVED N ITE I -o HAS QEN ESTABLI BOTTOM=102�1. 3\ STANDARD PLAN NOTES FOR GRADING AND D - pEaar z .312 + - Ir- m ow• 100, � NW} =1"1028.4 e.o.. ���i_ r " J c Is t,\\ EROSION CONTROL. N J % } � ` 1 ' , �` ~ -J P N r w 4 -_ ©' �� ` � j !i , •' 41 ff: � � � "-r0a0. �1025� � �� ' �"'�'c,. _ � 0 1_ , ',,' h ��` Jq�� � \ \�°,Tj°''a �/ �� `� _ ~ �.+ - -7028 '�x � ° /•,�, V� , ,` - r 1 ?� pW�.^ t,\ , - � \ e s ���� I, ---�..� �� as.a� I � " p I ! ry *` !, I @ � Jd � � � - '.� • tp35.6 i . 4� 1� prry�d` �\ } ••ti � 'k d.�\, i [ =1015 arAi \ SjF 5F \ E-Q.F- [IETAd SF SF OF COM3. 1+ h ,3 1c� i CLE-AN-OUT 650 LF OF 15" + - 2 J°. ,` ✓o?� p ,f �'gi,5�' .i - � IE=1024.5 TEMPORARY PIPING 0 1.62 TO POND 2 304i 1020' PON D2 �� as NWL=1015.5°?z `� 1 0as:� , 100 YR HWL=1019.9 1022P2 INFI TR-ATIflN BASIN 2 OUTLET ELEV.=1015.0 i BOTTOM=1013.2 �. 100 YR HWL=1019.9Al h 4 TEMPORARY FLOATING 3'-18" RC _ I o i SKIMMER AND PIPE 0 5 0 0.520 o SFS (SEE DETAIL SHEET 8) E60.F TO BE REMOVED ONCE SI 1020.8�r J �� HAS BEN ESTABLISHED RE-1023.9; ° t l 1 _�. 150 LV OF 15" 0 IE- 014.35 \ � ' R TEMPORARY PIPING g D.33X 124'-18CP l 4 AND CONNECT TO �•r f i8r FES CL 5 0 O.S2% OCS INFILTRATION BASIN 2N I 1D15.0� C� STRUCTURE 1E=1014.12 1 1 j OU7a1Q1S�0 S A\ { 15" EMP 1 S6' .0 4"0 022 TE=4�La WALL 101 S test Revumait Date 07IM10 acoss�5a3mFCS.e.y Qafc 02127/15 sxRc 4 oa 12 I�Vi s#wlvod `-� -� prepate� Savona 3rd single Family 00301 .mom, nmd o. 14 dd, W..+ oA ti's tbin.k w_ Ptep�ed for. AMil»� a+� Uw 430 d ro. 9mM d ��e4 Cb/30/I! 30.30 nK wwww -------------- P Lennar Corporation Addition OIi Grading, Drainage & ia� int a�1-% . r..dp- I� 0-0. _ m nom_ �a Owww Qt!l. v f63A5 36th Aue North Suite 600 Erosion Control Plan w e r�rdar s..wa rc 67/23/15 m,.,. 433�sa - oma 0h. J dfd r us Plymouth, h�m8 55446 Take M=, Minuraota a" u- N. o stwoot], bf,ioq ces, In `� 'CL-Z-'C. - `'�4g.r G 1047.0 %l / '\ ^.%O� "r•-^"�_ /i _ /�� .- ,•-�,. 4\ x,' Cap 48 Hours before digging: � " h " 811 or co11811.com LEGEND, Common Ground ASifan" a j' `x _ oq / J. V 2 - - - r• DENOTES SOIL BORING SF— DENOTES SILT FENCE u9,, ENOTES EX51ING CONTOURS — DENOTES HEAVY DUTY SILT FENCE o���l---- D `� p c3 1 l t!: 1� 44 '1 `�' � 980- DENOTES PROPOSED CONTOURS a / i044� \ x `T}\. `J •"` w ` 1 F DENOTES PROPOSED INTERIM CONTOURS ^® aT r - / r r-4 0 ' _ 1Q40�° Zk '� " + .i �, 1 I f- �r R DENOTES FUTURE STORM SEWER ` _ J ,J�' ri038 •�� - a °s,� t ' "� 0 1 l _ _� I rm �J DENOTES EXISTING STORM SEWER I x '� 1 -'^ 1 I r----»-i DENOTES PROPOSED STORM SEWER 1 Y 111 1 DENOTES PROPOSED DRAINTILE / C _t0.5. 4 r0� 45 - '�'-'' � I��y_� , _ ,a, § •-\ptr p rO 0951 _ DENOTES EXISTING TREE LINE ta. a 1450 .� ) ti u71 v , i° rA i I„TG.- t 1+ -d, `jam 'o 1 1 - a e 7 Pi w 1 , //k" 111 5 6ENOTES EXISTING SPOT ELEVATION o'I*:t _���+a / +} sfl o t. _ `" - , \ Y . ` `I T }I = ss. DENOTES PROPOSED SPOT ELEVATION mn�L uUS7 BE STAKE k ,a ' y +� y tJ �, 'S 4 I I _ I DENOTES BIO-ROLL EROSION CHECKS _INC raai�OR rrsPARiL ~ Eol. DENOTES EMERGENCY OVERFLOW ELEVATION IEMWM DENOTES TREE PRESERVATION FENCING -a ;, i w +` _, y `� •y0 4} _ i 1 j 0�` `j ; y 1 l ` $ yp A �4 ;41-� 3:1 SLOPE STABILIZATION EROSIONw 'r CONTROL BLANKET ~- POND ACCESS ROUTETL OT DB? DENOTES PONOING TO BE UTILIZED FOR TEMPORARY SEDIMENT BASINS DENOTES PADS WITH REAR TRANSITIONS - _ 3k47 - - 3l �,I{ \ \ t` Nam J p - - e+I 05- °' �� �v �� SEE SHEET 7 FOR CITY OF LAKE ELMO r��REIM j N �� I _ / - ,6 \ �\ . ° \t�� STANDARD PLAN NOTES FOR GRADING AND r� I F+K �I o a j moo•' H 2\ EROSION CONTROL. - - `z - r+ • E.O.F.. cv X6`1^' m 4 1 \ 023.6 II of 1 \ - Ao+ uy - REA: 1 f;. 4�Nl� j -� 0.. CL-CL Y 1 8 �� �'x � '►� EGF i ,�' � '_,03 , � ,.�- � � +�. - � � oM ^ ~ ��. 1 I �,aan �,.-l`� %-'��/ 1 { ♦`Y � � �fr .. �,• �Ji y a \� zO3is 67°' Cl\ ! `6' I� "I4-IQ�3+•06- .SG, ii 5 '� � thq� 37. a0�2- &16 RA Flaw. f V y '° � ED.FOETruL �.� s 2,p0 > _-�� t 1QS4.®&'- - j - .� - � i��-.�• �'�r� .�� a � � j '' 1� `/ / , I - fit/ _ ci /i''.. f OJu, u_ S., r 1 2gS'� 1029.3 j' I 0 '02fi.6 �T � ✓ ./Q,` ' 7022P ` 0.30_ +L I 49 9 y\\ , �� 0.2\ /� / �� �• 10.4 ER- 18 • ' 8 o "� { 1025.75 �f - \ N.P. 1" E.O.F. 1020 8 f ,� / .fir ~ \ \ - _ � r ��_ - \ I I � _ �` 'r J '�- • r021) ' Eff Y � - -I 1441 c4` ' EIWLDERS WILL BE REQUIRED TO INSTALL *DRAINTILE AROUND PERIMETER OF FOUNDATION 0' S0' 100, 150' 32 Latest Revfsion Dake Dy/23/73 SFIO2� SILT FENCE (TYP } ocaose5.atccr04 a.q D to 02/27/0 sheet 5 or 12 Westwood��-q_a�., Savona 3rd single Family r m �, �.. r.o�oru > cu for Addition Grading, Drainage & �' �`" Lennar Corporation ins � h F.. IAF, %,rae� • a a�A�n',�AMwA a„e rr•,��.h Dewy VIM offi 7kadee 1630., 36th A,r®ue North Suite 600 Erasion Control P 07/2:/75 [kms N. 401" Plymmth. Mlna� 5.5446 Lake M=, Mlanasota L F o 2015 Westwood Professional Services, Inc. it .e vuees r ,a rr 7- InAeE51 (vA.E51 r•iePs '. r r,* , 6 nASAn oaoe .nal +cruse o..srn r•vee vsrrn "wsc rwsxPn wxo[ rm vAo nxv+nox n err.[sr ov."e Ar vl+n a vu ¢ e.n rrmey o•+°e roe r+o �, pTvmoi o- evvesr ova+ne n v"+nom rnwwT c.u.cc N _ - � I�- A3 KAR a P W 5 5.0 Ikla• T4 rrBef GAAQ aC1ATa0. - _ er+R•6i_Et94e - n -sem7° - - - 9rt r xxFouno crn.7 - ' \ sro+ ' I � _ _ ra sueaeuur . - sur.we tixw° sa frn.1 •:i snreu er�ve s<rc (rn, '0 a p � y e 59.5 � �, j � ��- --•�, \'//� 1l 4 � � fI seur,�[ 9rN+wc sol (rrv.l I 5 I 1 MULTI—FAMILY WALK—OUT (W0) MULTI—FAMILY LQQK,^flUT (LO) rAaa ecAAwc sw (,w.l N r s `NIq lool;-, , I, I I t rY 8onooea R+aaorm 0' 50' 1C0• 150' r' r� 966. k \des • ` \\ ` r F. > f\ ���, V5 5il I I 'r �� rcvsx � ► Rale.io lrrp. � ] O \ ` 1 � vti ^ '- PP ! I suTrxe erevac soc [Trd me• (rw1 _ _ 5 • • \ � � ,� � j a ' . MULTI—FAMILY SLAB—ON—GRADE ")s BUILDERS WILL BE REQUIRED /../.� --� �!,.' / .oa ((�• �' `` `16' �� e�� \\- - \ -�, '\ l h I �5�' r s , ' vwae5 TO INSTALL DRAINTILE AROUND PERIMETER OF FOUNDATION oa a •` t \ 't `6 iL �: � J1j sJr' Lisa ra su9raane i A / � , ti ,. �.. - , {n, °� 6 � \ V � �� I i I • I I J. A �� C'I 64 ,5 Q, 7-1' .3 ROW TiA1.fAYTiR IV 0 11' vis � 1 ` ✓k1 *'-�" " ' .� � '� _,.. � 1/ sueRoma wI 7 culla ,wO curem 11 s To W �s rEaa k N e+ e / 4 c} Q '� Oi,' t } ► S WTIEN nro,m PRIVATE 57REfi (24'_6-81 NO SCALE SEE CITY ITP CAKE "0 DETAIL ear FOR TYPICAL STREET SECTION 1 r._ _ ..T - 9 �• .464 o+s �+�' , y- � _' •, vr.o 9.9.0 . - � J �`" � 9 3 / �- e'1•' .1 ,� ' arm � I I y �: . x _. •--� ...- ' as / / r. ;? 4p . ra 1 f . J DENOTES SG{L BORING f ((- DENOTES SILT FENCE ` y, T" R - 70 I -� -� DENOTES NERVY DUTY SILT FENCE i l � -� �.r :.. - _ � fa7 DENOTES EXISTING CONTOURS 70 -980- DENOTES PROPOSED CONTOURS -980--- DENOTES PROPOSED INTERIM CONTOURS-- - Y `\ - II OUTLOT a -- - DENOTES FUTURE STORM SEINER 966 `k - 1 `` 03'•' \ r�•! SII t- 1 k a� + °j _ o- I� DENOTES EXISTING STORM SEWER *�•. , N �r ' I o- \ • ';, - - I _ _ _ '. _ F►►� DENOTES PROPOSED STORM SEWER �. ;i ;I I-_ � �.t��940 - 1 1 s — — -- - .ia ax w, `,. o. -,C �' �%}9 1.1 ,_.�,q$,\ I ,' � '� 66. � r. . DENOTES PROPOSED DRAINTILE I. or - - y — <n'C 73.31 •y,.. _ _ ' a & y - }0�' _ ` -. g � // DENOTES EXISTING TREE LINE I� % ` , . .. 986 -- �— _ - an .10•. - 1k� � • V. 1 I . 8553 DENOTES EXISTING SPOT ELEVATIONUL 'n __ 1, �, - _ - 9B •-�_. ,_ --- - 974 V i gyp- - ' 1 1 yy' eWs T,GI 66 x 66.30 DENOTES PROPOSED SPOT ELEVATION 4. 974:2 '� .Y __. - 973 DENOTES 810 -ROLL EROSION CHECKS o, 4, _ _ _ I � n - - P:, _ � � I • ' r � I F OF. DENOTES EMERGENCY OVERFLOW ELEVATION ` P• ......... I !� % I 3 x- ,� i_ •( .. (. . `' 74.7 Y ''14.7 7y. .I ^ ! i .moi. lO t. G�l EX. POND DENOTES TREE PRESERVATION FENCING k � 9 1 9 n, ��� �� ->' 0 BLANKET '1 F, m r 4 y' 9 i ' ry ' ti I' \ r TL%L 946.0 .0 3-1 SLOPE STABILIZATION EROSION CONTROL BLA KE ��__ ! `i 982.9 1 9BZ�B / ,1°• •�► ' ® 974 ., - N I /�_j L..�-E.O.. 5 m n m 1 ew-aua / HY4L=946.0 I ♦� DENOTES INLET CONTROL DEVICE II - 1' rn • • a -j '�- 958 '•.I m \ ! I ROCK EXITS (ANTI -TRACKING) F �. 4 x9 _ .._ M1 rn _I. d"t I m 9 f M1J , iYL.1 r++r-++� PERIMETER SEDIMENT CONTROL ON I , , `\I- `� ,ri 'n I er n r �' • 1 CURBSIDE SEDIMENT CONTROL .� �, m m - I 11' c ' - a3 m II)hl1• 1 :1 Llil m @ t.' rfl ti - W ' ` 48' FES I VERTICAL CONSTRUCTION CURBSIDE I I. ' M7� "i -. ' 0I m k. 4_-%-A Ltl_- ` --' •.. , l m �; �I m 1 IE=94137 CONTROL/PERIMETER SEDIMENT �.. I _ -�i �' r 0 a rl - i '. Fo a ` ' ...II r I -T {e �r7_3 a - Ill r-. T u IMI _'_;-I_ 1�1� DENOTES PDNOING TO BE UTILIZED FOR , I !• II, c_ I ri 00, rn ( �,- _ , r % - �y: i �iin _ s RETAINING WALL TO AE TEMPORARY SEDIMENT BASINS :r.' I,q 1("! We i- knl ee ,. ' f' I1a1 q, r ' I, IWyiv''C) _ '.�y - O 5' m y.,�L- ENGINEER REGISTEREt} t V D NEb & CERTIFIE y {J BY A PROFESSIONAL T 8 `.,, ---- l+-fr ' rn ! < W -- - I 011` - ^= - - ` L Yom_-_-: o' - ' DENOTES PADS NTH REAR TRANSITIONS � � y 9— �`-`�' � r m (, 4 � � � � IN STATE OF MN �, I zA 9 a 5 2 Ofi'E r. SEE SHEET 7 FOR CITY OF LAKE I �_� ELMO STANDARD PLAN NOTES FOR ' _. _ -- = _ F_ yi_=-_ D GRADING AND EROSION CONTROL � -. _ , . ,,,;; �r. � t aye -- � Call 48 Haun before digging: I - -...~-=_....... �» '-_: _-- F.' ` EDIATi'. ANY GRAIN FlECb ENCOUNTERED DURING ... i - � � �. SEPTIC $YSTEM� .� DRAIN FIELD EASEMENT, TOWNHOME EROSION CONTROL - -`(' - _ GRAOING,'.9{ALL BE DECOMMISSIONED IN p��� o000565a'vxfosm,g 811 or Ga11811.com SHOWN TYPICAL FOR [ALL `i FUTURE OFF-SITE '- - NTERM ACCORDANCE W11H LOCAL Latest "Vislon �dtc 08/06/15 TOWNHOME CONSTRU TION FUTU SILT FENCE T4 BE INSTALLED - GRADING TYP ' - ( ). I 51.reet Common Ground Alliance -PRIO 'TO OFF-SITE GRADING TYP i, ( } GRADINC4 TYP A: STATE,REGULA710N5. 0 02/27/15 6 OF 12 W' Savona 3rd Townhorne .-Vestwood pr kNw �Addition cLBding Drainage 10 Lennar Corporation Flw,n F. (.4vss)13m15e E-PIAIw N"sawNTesDi Erosion Control Plan Trp.. (...!praise w.mwe,�.me Jam Fewder wmna...+.vSoo+dvee.. T6305 36th Aveaue North Suite 600vA2e+.em rmr•.w,.Is.wAsc D � 08/06/15 ue� Tw %3359 e.e,.a ne. La.k TILS. Plymouth, 1}Qnmmota 55446 Laine Elmo, Minneeota o2OI5 Westwood Professionol Services. Inc. TYPICAL POND SECTION i�et`PY-�L1Ab T I } ry � TYPICAL POND SECTION CITY OF LAKE ELMO I emu .,nru4 x � - 1 •,a.. -. vus, x [upEG AM FS •F Pa' -W , "w'P rwn � t ,' DITCH Sf Cr,ON FOER ROLL SECTION DITCH CHECK (FeER ROLL) CITY OF LAKE ELMO s T ...,I r, X11 I tPJ (' { �i 'a arr%itx Irk t L F I1iIt ! d �t 1 I i p iY /ty: .`fix Ii( y OIL ,-t 1 4 I .(` -A`.. # ( .. - y.w I..A � �p.E��; Y.'.� TS �_• I L ` �, i 'I z'2 J-, 1' N+l + i lrFl3 d �. 'I' C �I PI•y ; i1t i4 a I,ri�iN li• 1f., &4pl drtl� 9 t Ijo� li �a1 .CONCRETE VALLEY CUTTERz'warr.r.nn.n,nAx s.eTa4sse,aLws u.Bur,I.laxm.�.w..xvr»v>w,T,aua II _r.. ruoau..� 9 w,cw,ea,wmn,Nza4Tz,va,cTTsml HrBswRr sus FEBRUARY'015 CITY OF LAKE ELMO wnc� L,wl '��., CITY OF LAKE ELMO smo HEsRunRrmis CITY OF LAKE ELMO ILAE:iK' CITY OF LAKE ELMO us u L,=1' CITY OF LAKE ELMO >�4 .., P.n A•�n.rpVS ..cv hi CrJx.J�BL' .FLAP h,F t :5M5 U `f SR C6YnA,rwB, ,n • '17 — �-} � cT M. saw scaLB Tnn a •un �sR.w wn w.ru .5m, I rrt 14 ssti .SST uD 9FeW W HAMS Af rvLFSiC HPJwL Gk& � af5 [SWLsdO Ji�TT�IJ _ +W9 wGG - a � a'ac.(6 KG' 4.. u4i_ r� +Mrlr. uw-. iuw n.nw z w.s a rnr. or.1W ! 3.rBAxs .-c �w•rz C'� ns .c.c u. s° H ac wxe w w WCY+[ wa K,- Jiaw +t 5oC N wSUA'.w,46 P [rw nE MS . �„ ' S """ wtlM , �,evY Pr Ip•..i NBA WO eP. cvr+5. �w.F ,.W urw, C�BST � �+C xx(s B unnR +�Ur,BLR � � tarrssc E)�TUNIVOUS WEAR CO,.RSE ADJACENT oETkIL + Ld,.- Mmo, 1rm n.r..rwn a n. , 1 t �xr vtv r�rur.a.s ro• re A �- R a+sl eA5t. 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STMiDARDDPAPLAN NOTES ANS MANHOLE CASTING ADJUSTMENT FFBK a.ARY ZIa45 FEekDAaLT 7813 FWRIHRY 3113 FFBk11A8Y':815 {�NkLfARY 7815 w--a1ulyv" CITY OF LAKE ELMO �ysla� CITY OF LAKE ELMO wryer' Cfl Y OF LAKE ELMO CITY OF LAKE ELMO a 11 u� CITY OF LAKE ELMO i CENTER OF SRM CATEGORY STAPtF QASS I-IV A 1, s, , B a4�"mcw WIDTH AS DE IFu{,rry SiPACINC FGR STAPLES RAP 1I TRDICATEO IH PLAN NEW $Le215k SLOPE 4ATta 5TAPLE3lYARB - Tom. A 0 5: 211 (H: Y), 1 2 STAPLES I 1.7 STAPLES r ♦ 1 �. �Sf PLACE FILTER FABRIC '� z 4"s 6 6 UNaER ROC[ (TYPE IV FABRL_) A 3 4" is.; s I. 4CITUC r,r 4 6' TAMP DIRT bVER 5 5' MAT/ e 5- wo, � T + BLANKET KEYSTCHE INTO THE DITCH BANKS AND EKTEND IT BEYOND THE ABUTMENTS ET as r • 4Hr A MINIMUM OF 1B" TO PREVENT OYER RIP RAP FLOW AROUND DAM TOP OF OVERFLOW Ft©w TDP OF BERM I a a GENERAL y O' F STAPLE i 'li` STAKE AT 3`-5` t TOP DF BERM r �k ---- -- A \ lES� PATTERN � y �Y r INTERVAL 5�� ' Tv J. T ovERLwP T�` ne0. KE'.r IN ENDS OF5 t`\.\�pa� ? y - _ . GEO-TEXTILE FlL1ER FABRICALSr 5 BABRdC TO BE CVERi OW WDTH MINIMUM DF N" INSTALLED UNDEF rN ICA IN LAN VIEW SLl`i1fM1 A .. A TYPE IY TAPRIC RIP RAP (TYP) I Y \ SECTION A -A r �� •L' - THE DP5TANCE SUCH TAT POINTS `A` r AND •B' ARE OF ECUAL ELEVATION CHECK AOT AT 25' INTERVALS TOP OF @ERN TCP OF OVERROW F/G TYF11 SLOPE r a. AROR RIP RAP IF _ NONWOVEN GEOTEkRL DASD( ' �TAf±L,D IN[NCATEC STABILIZE ISGMETRc MEw FILTER TER vABRIG UNDER LIF LctIGRi TO BOTTOM OF SLOPE TYPICAL n r 1..u.T 'T POINT R PgNT `E` �C ATWL AA E. 2 4" `- +,} I 1 MATS/KMIKETSSURFACE SHOULD BE IEE OF ED VERTICALLY AOMRfSLOPE _ 2. SLOPE SURFACE SHALL BE FRE€ CF RGLTTS, CLODS. STICK AND GRA55 1 CHECK SLOT. TO BE CONSTRUCTED 7 6 yU - 3 WAIS/BLANKETS SHAIT HAVE GOO" STM CONTACT PER MANUFACTURERS SPECIFICATIONS. 4 e" e• 4, LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE 2 STAKING OR STAPLING LAYOUT PER 5 5' AdatO 4xnur,4 ( Cy TIAL SECTION B -B SM 3. WANMINIIh ACTURERS S PECIFI % ARDS 2 5. 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END VIEW SIDE VIEW N.n,rAJI cwusml, m el �rwi a IAn wArAE rF (410 SCALE} 9f.Iu[9 aCedbl'AF sngc EAIRCLCTH SKIMMER" DISCHARGE SYSTEM WITH EMBANKME14T I w"twooa I TNe.r Sl�W.i1L -T% --- 0— F,s q#14122 [Ee�P•rr4.W RAM rarr [al.L.ir.a,ai A-rANaHPAAan, YwAe.Dod PT.1..I.Iws.nNe+A rw L IAdr—r NW ds air wa. "hrawq dbAa „oarilN W a,l 1 a alf/ Ba..d YAlauraTNAL e-.rl rR-a.• saw i>r PP AT MNDOT 8624 CONCRETE CURD AND GUTTER NO SCALE CR�� sRr Jr ler N iL AAI N � ia/'aPA1a R-I•d PR Ar�Mw-d /rev r^j /% p./hill5 ..ay.e e� Caw..ih J -m Addrs D.r Q7/23/15 U� tN. ' $,'I" _---____-_ fig; ITArYr JuJeAGR fRrimr � dr<a.rdR r Prrlvrlir0 [PY e.VfR ` ,yr, w JT f LYa < YCLPCY Anir.f S fS i++0. Tllr r PlDFAaTldd daLl (le'a0T dPFL dill) TLLYr ,mvnmW wvsvrrn arrnn. A" --t PAElN PRO. Ad.n dr Orr. reAArxc cvvue mAlt A —9 rfr Jeaucrr r A Twn[ RimA, JiPrder a[Aer e � —7 r-rraar :Oro rrPr rr arc PPL-.rNrrao wore! 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IN%" GRAAE AFTER Timm mwm GRAD[ FUt PAD ELEVATgN Or LOWEST CPOANC AT REAR OF PAD !s ad BELOW TIE TRONT GARAGE arYA0OR. //9t` I a5' tOPSOL �� [NcsnEo�n FlLL �/ t.DD' _ BA$E]A[IRT J -- _ \ a REaLIRm (rrP:l Y 0.1" i0 ,L19pTADE / i_I` SUITABLE REARING SOL (EYP.) Y r sWTALNIE lARrlG s (1YP.) SINGLE—FAMILY WALK—OUT (WO) Ars a7' 3Cr 3, 1 22' F*19HM , RADE AFTER NW'.`E ELEVATION OF LOWEST 0114149 AT REAR DF PAs Is Sd FlAeSMEO OIADE 101E PAD BELOW THE MOOT GARAGE ELEV400N, L._GARAG�.£lOOR 0.0" TO SUKORAOE yg- OO' d LILr00Ali �,, ae• TOPSOIL RS�EF.NLEL41>q-.-- aNalELRED n1L / i/ SUIYA9L[ fR:ARPPG San. {tYP.} 71 IF REp1Nm (EYP.) SUITAM IEARWO SOIL (TlP-) SINGLE—FAMILY LOOK—OUT (LO) ICON 27 GRAM AFTElt NOISE GRADE FOR PAD l• I L3.3d Ho.Otawr SE / Y T a aSD' TOP90R\ ENQIEER@ FILL y IF REQUM (TYP.) . SUITABLE SEMING SPL (,1P.) surTASLE e[ARING SOIL SINGLE— FAMILY -RAMBLER (R) NTS. a i M .1j,$_ �{ ;,I Ili FEBRUARY SIL YrA.muetR•.+aw rn. lak—r' - CITY OF LAKE ELMO Lennar Corporation ]630.5 36th AT mnm North Suite 6X0 Plymouth, Mn=m to S%" LOWEST OPENING LOT CORNER CLCVATION 4 LOT NUMBER 99 1 DRAINAGE ARROW T 1 DRAINAGE EASE .T Wp 1031.7 10124 MINIMUM BASEMENT FLOOR ELEVATION FRONT GRADE ELEVATION aDRIVEWAY WO - GRADED FOR &O' DIFFERENCE FROM GARAGE FLOOR ELEVATION To ROWEST OPENING, LO - GRADE FOR 5-0• DIFFERENCE FROM GARAGE FLOOR ELEVATION TO LOWEST OPENING, R - GRADED FOR 00 DIFFERENCE FROM GARAGE FLOOR ELEVARON TO LOWEST OPENING. ().X) - VERTICAL DROP FROM FIRST FLOOR ELEVATION TO GARAGE FLOOR MVARON (0.3' MIN. - 1.0' MAX). SINGLE-FAVILY TYPICAL LOT DETAIL Savona 3rd Addition F ROADWAY ROAOMAY S RoAAwAr Call 48 Hours before. digging; 811 or call811.com Common Ground Alliance Latest Revmort Hate( 07/23/15 ,J WW, OMTFC2- D.Im 02/27/15 at 8 OF 12 Details F 02015 Westwood Professional Services. Inc. D o � 90.40 VC L.P. ELEV - 1028.56 a 6 _--- + oN n _rNi L.P. STA 43+85.00 7,86-, s' 1zD.DD 1075 PN STA = 43+40.00 �e H.P. STA 38+3{rOR �- 104 M P PVI ELEV - 1029.17 d d A.D. _ -1.12% y cm+ A -D. - d.39% K = 64.71 n m + oM m ra m M .rm OM mo cam on <� ,n . o,❑ Y H.P. ELEV = 1D49.14 ,. a w.qwanaf ,u et.P. STA = 6+45.00 110fl76 !n Y tjNOnT �n i nf O�Q o � N v bo . w •6Dn nuN INN NONni Nn Nd A.D. - -2.35% 1070 nai .N4 GO OQ C on O -o - 3 _r F d(Q n n CC On qn ON 04N0 n GO 92 dd GJo � 102 101 O 1060 101 ELEV - 1026.54m H.P. ELEV - 1032.56 c+t + L.P. STA 1+52.99 H.P. ELEV = 1025.79 n 1055 PVi STA 1+85.00m H.P. STA = 41+48.36 + a PN ELEV = 1025.3t A.D. 7.66% H.P. STA - 29+24.01 '^ 1 G6 10K PVI STA = 41+70.00 N re Q. PVI STA = 28+38.00 a > w N 104 PVI ELEV = 1033.83 L.P. ELEV - 1422.32 a 1 - PN ELEV - 1026.45 vs f = A,D. _ -=4.66x 1 G4 u4 L.P. STA = 35+48.43 N 1 A.D, _ -7.T0% N 105 o K 48.94 1 PVI STA = 36+25 00 N p N 5p� H = 90,40 225.00' VC PN ELEV - 1021.75 > w a w - 280.00' VC 105. D o � 90.40 VC L.P. ELEV - 1028.56 a 6 + oN n _rNi L.P. STA 43+85.00 7,86-, s' 1zD.DD PN STA = 43+40.00 �e H.P. STA 38+3{rOR �- 104 M P PVI ELEV - 1029.17 d d A.D. _ -1.12% y cm+ A -D. - d.39% K = 64.71 n m + oM lG + PVC = 42k95,00 +y o H.P. ELEV = 1D49.14 ��,t'V = ,027.52 a PVT = 43+85.00 et.P. STA = 6+45.00 107 II q ELEV 1030.44 N > 103 a ELEV = 1028.56 > w pis w A.D. - -2.35% 1070 K - 38.38 90,00' VC 102 102 101 O 1060 101 ELEV - 1026.54m c+t [we 10 1090 108 1060 107- 107 106 106 105 105 104 1 Q40 103 1030 10 102 1 46 45 44 43 42 41 A.D. 3.57% K = 64.35 230.00' VC u u -0.609. 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5TH STREET NORTH 1a D o � a 6 + oN n _rNi M N Y 7,86-, s' 1zD.DD H.P. ELEV ='1'027.52 �e H.P. STA 38+3{rOR �- ? PVI STA = 38+00.00 �a o0 oa o0 oG PVI ELEY = 1026.96 �a oc A.D. _ -1.12% K = 53.55 PVC = 37+70.00 PVT = 38+30.00 ELEV = 1026.07 H.P. ELEV = 1D49.14 ��,t'V = ,027.52 u u -0.609. 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 5TH STREET NORTH 1a _rNi ern -o a•m�-N rn mw -,.%t da nv 114 1 `cR Dui an ai cd 4 �. •'3 GS u]Gj N •ar _•Oi 'co yoo o �a o0 oa o0 oG �o 00 �a oc 108C H.P. ELEV = 1D49.14 et.P. STA = 6+45.00 107 PVI STA - 6+00.00 PN ELEV 1047,76 A.D. - -2.35% 1070 K - 38.38 90,00' VC 106 O 1060 L.P. ELEV - 1026.54m c+t + L.P. STA 1+52.99 8 n 1055 PVi STA 1+85.00m + a PN ELEV = 1025.3t A.D. 7.66% '^ 10K = 20.25 N re Q. 155.00' VC a > w N 104 a 1 - vs f = 1 G4 u4 e% N 1 N } o PVI STA = 6+65.03 1 + N p N 5p� PN ELEV = 1049.75 1 1030 a > w a w - 102 10 PVI STA = 1+04.00 1 PN ELEV = 1027.22 101191 1 2 3 4 5 6 7 JASMINE AVE. n Ifi r- w M o^qt r. n tih ip m o N Q QI r h r^1 +E7 D N m .M- r® M m o m m m b rn Nlq np KV'I ,DW r,y 4^. Bo oN nw u�� •.ova ,•ern T., v` m�i tier �1.�-' vW o1 NCMi or�7 ;on �, umi •'gym vm - An mh wo rlp IN an "a '0 -r_ .-.N .'t dd Al � s nil _n Oo.^ oo �n m2 �;n n -ice nId 10 ,nri • .n4 ri ,n.=. vCi vi ONO xai t`N �!•< "'d -6 .'"fl "i r�4 m4 - ed s0 d,q 7uf c BSS ti O� „i6 x6 -14 tri vol e0 moi ryPz -ui ?rf � of 4 V NM1 -6 ,"u9' L 4 ,�. ri ori ricti „ice ,;.4 -jci 6.i ]poi :.Oi not 'In nm tm sn o�m a`„n ¢�,n m na a a a a a 7v ov -ra ,nv "i< - utm .tin im mem m wm m rw m m win •gym �m w,n �J ut ,y .rn -n d _Q ='Q 4 Op VO oo Gn GQ CO OO �JO pn On On c'in a0 n _4 06 Q Q OO JO 9d 4d JO 00 jQ _+O OO pn Cd can O cQ Q Vd P4 OO .30 Od j0 �O On �n 'Jn On Od Dn Dn Jn c-!2 on _ _ _ _ _ _ - " H,l� ELEV = 10665.16 - _ H.P. ELEV = T064.14 •-. _ _ _ _ _ _ _ _ _ _ - _ _ H.P. STA = 14+45.00 H.P. ELEV - 10799 PVI STA = 14+00.00 H.P. STA - 16+46.69 H.P. STA - 2+07.49 PN STA = 16+71.04 PVI STA - 2+53.00 PN ELEV = 1059,00 PVI ELEV = 1066.00 A.D. _ -2.96% PN ELEV - 1057.76 K = 3443 A.D. _ -6.4 L.P. ELEV = 1047.73 L.P. ELEV - 1049,46 90.00' VC _ A.D. _ 40.61 0 LP. STA - 5+63,22 K 0 37A4 K - 40.01 240,00' VC PVI STA = 21+18.00 PN STA - 5+79'22 PVI ELEV - 1048.64 L,P. ELEV = 1043.44 90.00' VC L.P. ELEV = 1044.29 PN ELEV - 1044.97 L.P. STA = 10+30.83 + A.D. - 1.86% PN STA = 11+13.00 d L.P. STA - 24+16.04 K = 53.88 PN ELEV = 1043.10 o rI _ _ A.D. = 2.10% 100,00' VC d A '} o _ - - A K - 42.43 PN STA = 23+71.04 rn N A.P. = 6.69% vi o m _ _ rn 90.44' VC PN ELEV - 1044,00 °1 rr K = 37.39 $ c m - + `i A.D. - 0,55% °b v ;n Q II '' L.P. ELEY - 1039.25 + imn °'. 250.00' VC ui $ N r - K - 143.26 + vmi 'n tu4i Y cy 11 II 90.00' VC L.P. STA 27+76.04 PVI STA = 27+71.04 p Yr,+l N a o > a w� w a PN ELE a-1039.00 w t t m n n o a Y Y a '� \ a. GI v °'N A.D. 2.25% ¢a, r J + 'o ,� rn d > 7.59x _ >` +oa ^ K =40.00 > a m 3 + o a+ o .f r 90.00' VC n_ w J m > N o In + A a m * ,, - �I > - -- - �'Y. goy V k>� - `u + v M + v .a w, 5 + a w h art. w 4 x N a a n o n v w N N rd PVI STA 7+04.04 - --.. > a W `� 11 > If ° + Mo + Mo a ' � ^ PN ELEV - ,059.43 _�._ _ _u a N N 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LOWER 6TH STREET NORTH JUNIPER AVE N I Prete IBBSI9BSf16B i99B atw4,-rn Gro ra IBRI ur-W2x fbnPrx.lrc. ]xlf'A]� Mho IBBNI hiT315P LP11 Wm.emd IM1rHuInYIM SbNa1. Mc -1w r BBi+;3/4F fA,+4rb 0- ia,�nAr 411E Imide OIBe { W310 Lk_ Th 43358 IM lr�lat �. tmd uw�l� YaLc �� a w> 11 II II a w M i u } a 16 17 18 19 20 21 22 23 24 6TH STREET NORTH Lennar Corporation 16305 36th Av nt North Suite 600 Plymouth, bflunnesofa 55446 25 26 27 Savona 3rd Addition Lake HIDe, M1anesota Coll 48 Hours before digging: 811 or ca[1811.com 28 Common Ground AIIlonce 0' 100' 200' 300' Latest Revision Date 07/23/13 �OlOM5 as•7C3 - 02J27/1.5 sus 9 op, 12 Street Profiles F 02415 Westwood Professdonal Services, Inc. 1 1 11 11 tl 11 107 1 QL5 106 105 105 144 104 1 is UOi u•� b rN m n� hrRtl e+0j �. rp o.10 i vvi ,ao mcti .-iv -ry ul� rn� 1 D i11 nb ebb ul[[] J110 iib ti1O u'ib -2 ..tea -2 Nita �b 22 00 Q ai N �.q Q' a0 , 4 H.P. ELEV 1462.67 b w'ra n T n .rN i)m ?r r. pe 1 � t'Ji H.P. STA = 4+46.91 n N orb Mn R wq "u7 oar „10 �N PVI STA = 4+49,00 WM1 0]f0 rn Fi Vi u)ul ciN �� COQ rnG0 a90 Ten am" ... m w � mm PVI ELEV = 1062.94 rt4 ^n nen --4 0+'1 PR r -n tIIr [Ch rnm � a mm �rn ciiL T� ul 7 . rn mrn A. D. _ -2.41.X, 7[+1 -N [5b 4lm �,rn wen �� TO �J�➢ m� �,.b � rn o"m rl Oi Ma> '0 ..']� �YI �� a or K 37.35 101 1065 H,P. ELEV 985.26 90.00' Vc a o H.P, ELEV - 1034,89 a L.P. STA - 6+47.78 PVI ETA y 6+05.00 M10 + 10 H.P. STA - 2+77,43 ' PVI ELEV = 1033.74 + O } w 3J SA.D. a II XI b .a N W ` -N6 _STA 1+00.D0 A > > a a PVI ELE1(= 1058.93 y > a w a w K = 37-03 13 K 41,07 -x.265 r 2 3 4 5 6 7 6TH STREET COURT 102 107 Cali 46 Hours before digging; 811 or caA811.cor11 Common Cround Mmoce 420 101 Q ai N �.q Q' a0 , 4 N n ra N , cT �rar cn r'1 �Y �q b w'ra n T n .rN i)m ?r r. pe 1 � t'Ji n b 0 N .oO �'•R u10 n N orb Mn R wq "u7 oar „10 �N 5 WM1 0]f0 rn Fi Vi u)ul ciN �� COQ rnG0 a90 Ten am" ... m w � mm ui0 fir` ren Orf% -.n4 ron mR �n mn ^-h .a rn -.m mrn moo+ rt4 ^n nen --4 0+'1 PR r -n tIIr [Ch rnm � a mm �rn ciiL T� ul 7 . rn mrn r�J!) ur] wr7 mb ccb �b �b w c,m , w m 7[+1 -N [5b 4lm �,rn wen �� TO �J�➢ m� �,.b � rn o"m rl Oi Ma> '0 ..']� �YI �� a or 101 1065 H,P. ELEV 985.26 LP. ELEV = 1034,76 H.P, ELEV - 1034,89 K = 54.90 50.00' VC L.P. STA - 6+47.78 PVI ETA y 6+05.00 M10 10 H.P. STA - 2+77,43 PVI ELEV = 1033.74 PN ELEV = 1035.51 SA.D. = 3.511 PVI STA - 3+DO.DD A.D. _ -5.60% c o K = 37-03 K 41,07 140 105 PVI ELEV - 986.14 L.P ELEV 3 975.32 a 130.00' Vc 230.00 VC 1005 * A.D. -6.13% K - 21.2} L.P. STA n 5+15.04 PW STA= 5+54.00 H.P. ELEV - 973.89 105 - < x a �A 136.{70' VC PVi ELEV y 975,82 H.P. SiA - 8+00.0C a `2005 1044 > w o 0 o us a A.D. - 3,358 a ct PV! STA = 8+50.00 144 +,� aC, K - 38.75 +C PA ELEV = 473.50 99 x uy '^'� m / 130.fl0' VC A.P. _ -2.60$ o a m 104 -z g,x 995 x II ,� K = 36.41 160.00' VC L.P. ELEV - 965.02 a w W r w W a x ,.. ® 143 PVI ELEV = 1047.51 L.P. STA - 12+00.00 PVI STA - 11+50.04 w , 99 x o ' � n ,/ Jti " u w A Iri m PVI ELEV - 963.37 H.P. ELEV = 961.84 p 94 _ m a > J w W _+ m g n g A.O. - 2.,6$% - H.P. STA = 13+75.00 PVi STA - 14+00.06 102 N Il * R �rn o ,1 0 K = 37.36 PV1 ELEV = 961.62 85 O 3.00% U �� o, _ o R m + a 100.00' VC A.D. _ -1.O09 98 w lag a w _ _ + x x �+ K = 50.00 50.00' YC 84 a. w i> 11 II m o 0 0 q n N o 9 PV[ STA = 1+0000 ` -4.77X a w S $ m q q a vm 9-75i PN ELEV = 983.14 - -" 1 a al + m n 1 n N w en fi °> + 97 _ n 2 e m I" 70 -a w S 4jc p> N fw 965 - a 5 ♦,'-- �--� w W S S _0�7pR a a 960 6 95 -- - 5 PVI ETA �= C6+2fi.12 95 _ PYI ELEV � 958.40 5 co 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1090 b h N 4n © a1 n b m O O 07 M R ® 00 d Y O d p aJq a n "-N Nmb M11��]] ^r'QQi aqyy �1'PPi .�� Fn oe es a eJ �] r4 ^l0 1im X00 ripn Jr YS Llw M1� xl .}a rpt aiD nN M1m riR Mrj 148 a 7V a tla �a M� Y3 M ) JY M] M M +fH f7 A% MN n7 �N NN NN NN DIN -N �lN �N �N nw} ryM NrZ v Oq Oq oq 04 op oq oq Oq op o4 04 oq oq nq�2 1.2oO Oe'3 O© oC Od Oq OC] L.O Op �6 �p bd cp oq _2 10N o4 108 107 H.P_ ELEV = 1045.97 147. H.P. SFA = 1+77.00 RVI STA 2+02.00 PVI ELEV = 1045.47 1065 A.D. _ -MM LP. ELEV = 1034,76 H.P, ELEV - 1034,89 K = 54.90 50.00' VC L.P. STA - 6+47.78 PVI ETA y 6+05.00 H.P. STA = 8+09.64 PVI STA = 9+00.00 10 PVI ELEV = 1033.74 PN ELEV = 1035.51 SA.D. = 3.511 A.D. _ -5.60% c o K = 37-03 K 41,07 105 0 N a 130.00' Vc 230.00 VC + 105 - < x a a `2005 w 5 n > w o 0 o us a a ct N 144 +,� aC, +C + R o a m 104 -z g,x o > 4 x n } PVI STA - 1+00.00 a w W r w `n, o n 0 143 PVI ELEV = 1047.51 a w , x x o ' � n a p 1030 _ - - Iii > i - 102 102 I Ph -s I�}lSrit� 1W W-lrnI PMS rcermv {a!ll rrsF.men Wenndlrnleallrlel SrM� kW 2 3 4 5 6 7 8 9 14 11 6TH STREET LANE N. JJpppp¢¢ 5eeda 4:L��4?i�e.u_?:rV^r.M� Pft D7i2:4i%l$ tie_ N.49358 L.P. ELEV 1022.36 LP.. ETA = 12+56.14 PVI STA r- 12+60.00 PVA ELEV -1017.51 A.D. 10.21% K = 37.23 380.00' VC 60.00' VC H,P. ELEV = 1039,87 H.P. STA = 17+05.60 PVI STA = 15+7500 PA ELEV 1039,12 A.D. _ --2.709 K - 22,20 PVC = 16+45.40 PVT - 17+05.0(1 ELEV = 1437.56 ELEV = 1039.87 d ' b � F x N 4. h�' � w B. w o- 12 13 14 15 16 17 P.t4 41 Prepared for. au Penns �L FAa9_&�41x.Pr/4X11C__ At 18 Lennar Corporation 16345 36th Avenue North Suite 604 Plymouth, Mhmnesota 55446 5TH STREET LANE N. Savona 3rd Addition V 100' 200' 3( Latest Revision Date 07/23/o caaosbs o'airc. 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IAS �a��'_w``►!'�1�� t�7trr100 00, 1AM I'1� >g�iI q�l� . ,�I lE71"��I Ifll , +moiil � • _'L` �� ti �.�� ��� sal%�� x f,.�' 0 "s' ds� -� - li • � - - r � Ad �sre""�.fit#►,e—._.� tee.- __ - _•--- Savona • • • �_ 1 • Addiflon r .I, a m, XffnnemoU U 0' 200` 400 & Latest Revision Datc ay/m/li ., OCCOW5. 030AFC2, Date OZ/27/15 sbut 12 OP 12 Post -Development Drainage Area Plan w -F A�I� n7�i. aG VK gn rl�M�gl4t���y... V �+�\ �ya1•,t;�- , /♦'LAI �Jfy� �1►��".'Y"�\ t�®1 "���Q/���T' ..��' /f�r�Sj'YJt���`� �+�\1'Wr ��� '8*�t _ * , A ` ��- �1 ��J� g'li' "''�(i+�J+ I�I� , _ r� �P��t{?� r %'y[•+•• C11Q11�r. lf�j?, A✓ ,-lei �- M. �1�11�sai.. i-����,;���;, , �yt���ii��rgr�►`' •� ems. ,01 �. U � L� ��i� I, "�-�►�� �����5� il�� ��IIr � 1` �'i��•�.3�'�'���j � ��li� ,� fLB�"r �-������� � ! IAS �a��'_w``►!'�1�� t�7trr100 00, 1AM I'1� >g�iI q�l� . ,�I lE71"��I Ifll , +moiil � • _'L` �� ti �.�� ��� sal%�� x f,.�' 0 "s' ds� -� - li • � - - r � Ad �sre""�.fit#►,e—._.� tee.- __ - _•--- Savona • • • �_ 1 • Addiflon r .I, a m, XffnnemoU U 0' 200` 400 & Latest Revision Datc ay/m/li ., OCCOW5. 030AFC2, Date OZ/27/15 sbut 12 OP 12 Post -Development Drainage Area Plan a 2015 Westwood Pmfessiond Services. Inc. Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets Savona 3rd Addition Lake Elmo, Minnesota Prepared for: Lennar Corporation 16305 36th Avenue North Suite 600 Plymouth, Minnnesota 55445 Contact Joe Jablonski Phone: 952-249-30,3 Prepared by. WVVOW Phme (952) 997 -SIN 7699 Anagram X6.9 V= (952) 937.5@22 Eden Prelrta. MN 65344 T.8 F— (ass 037-5150 }y faGpd�r,�yq vVIe,m+ood Prokobami serer ML Project number_ 0000565.03 Contact: John Bender SINGLE FAMILY AREA TOWNHOME AREA lkff {Nat to Seale} NO PATE RSVi4"iON Sheet List Table 1 05/14/15 Revised Per Lennar 2 07/17/15 City Comments Sheet Number Sheet rak ALL 1 Cover Overall 2 3 Sanitary Sewer and Water Main Construction Plan 4 Sanitary Sewer and Water Main Construction Plan 5 Sanitary Sewer and Water Main Construction Plan 6 Sanitary Sewer and Water Main Construction Plan 7 Sanitary Sewer and Water Main Construction Plan 8 Sanitary Sewer and Water Main Construction Plan 9 Storm Sewer and Street Construction Plan 10 Storm Sewer and Street Construction Plan 11 Storm Sewer and Street Construction Plan 12 Storm Sewer and Street Construction Plan 13 Storm Sewer and Street Construction Plan 14 Storm Sewer and Street Construction Plan 15 Backyard Storm Sewer Construction Plan —16 Details 17 Details _ 18 Details _ 19 5th Street Storm Sewer and Street Construction Plan 20 5th Street Signing, Striping & Geometric Plan 21 5th Street Typical Sections SINGLE FAMILY AREA TOWNHOME AREA lkff {Nat to Seale} NO PATE RSVi4"iON S EMM 1 05/14/15 Revised Per Lennar 2 07/17/15 City Comments ALL 3 08/12/15 Revised per Comments ALL Construction Plans ver Sanitary Sewer, Water Main, Storm Sewer and Streets for Savona 3rd Addition Lake ixte, lrfinneeah Date 04M/L5 bleu: 1 of 21 02015 Westwood Pratessiand Services, Inc. ' 2\' ,Irl + / 12 CLEARANCE TO EQUIPMENT AND WORKERS \- 23 •- CONDUCTORS ANO ANY CRANES OR DIGGING EQUIPMENT USED AT CONDUCTOR Lr Ir \ INCHES (10`-8') TO THE PHYSICAL PROXIMITY OF WORKERS MUST BE - 3-4 °v EX.STI H-231 II I ` r,r II t \ ------------------- - 7 _ L I - EXISTING r= = j ; CBNH-1d6- 1 C XOT � H /-; H-z4E} 2 { r a ry 10w1 lR1�N. �\ \ 3 1IGC1 OT i 4 4 i I MH - L - - _ r-- . i je <r CB -2N4 h � 6 a ° 7 _ 7 I / 4 VA MH -7 18 C !• FB -2 ,i12 x>' l I rr 112 H- I ,ir ' -256 \ ' 2\' 12 CLEARANCE TO EQUIPMENT AND WORKERS \- 23 •- CONDUCTORS ANO ANY CRANES OR DIGGING EQUIPMENT USED AT CONDUCTOR Lr ELEVATION IN OR NEAR THE EASEMENT AND A CLEARANCE OF TEN FOOT EIGHT � / '� 5 INCHES (10`-8') TO THE PHYSICAL PROXIMITY OF WORKERS MUST BE - 3-4 °v EX.STI H-231 THAN THREE FEET HORIZONTAL TO ONE FOOT VERTICAL SUPPORT MAY ALSO BE H=T59 I ` THIS CLEARANCE CANNOT BE MAINTAINED, THE CONTRACTOR OR DEVELOPER - H-z4s � -__-- \ THE EXCAVATION PLAN FOR THE PROPOSED PROJECT MUST BE SUBMIT" TO 7 \ _ L I - EXISTING r= = j ; CBNH-1d6- 1 C XOT � H /-; H-z4E} CB�35B— { r a ry 10w1 lR1�N. �\ \ prpG>� pis ti � COWUHj ` ins timed A lva .5 `.k, / CBUH-142 1 l -135A r..sosr MH- CBMH A.- 2' ICB-409 l ! MH -54 Zr 1 WNARNINR XCEL TRANSIMSSION tiNES ARE PRESENT WITHIN TW PROJECT AREA. CLEARANCE TO EQUIPMENT AND WORKERS EXCAVATION CLOSE TO STRUCTURE LOCATION. A WORKING CLFARANCE OF TWENTY (20) FEET BETWEEN THE ELECTRICAL CONDUCTORS ANO ANY CRANES OR DIGGING EQUIPMENT USED AT CONDUCTOR A MINIMUM DISTANCE OF TEN (10) FEET OF SUPPORTED EARTH MUST BE ELEVATION IN OR NEAR THE EASEMENT AND A CLEARANCE OF TEN FOOT EIGHT MAINTAINED FROM ANY PART OF THE LINE STRUCTURE SUPPORT OF THE INCHES (10`-8') TO THE PHYSICAL PROXIMITY OF WORKERS MUST BE GROUND BEYOND THE (10) FEET MAY BE PROVIDED BY A SLOPE NO GRATER MAINTAINED AT ALL. TIMES. IN ADDITION. ANY CONSTRUCTION NEAR THE THAN THREE FEET HORIZONTAL TO ONE FOOT VERTICAL SUPPORT MAY ALSO BE TRAN9�,ISSION LIN (S) SHALL COMPLY WITH ALL OSHA SAFETY CLEARANCES. 1F PROVIDED BY THE USE OF CRIBBING, SHEET PILING, RETAINING WALL OR THIS CLEARANCE CANNOT BE MAINTAINED, THE CONTRACTOR OR DEVELOPER TUNNFLINC- THE SPECIFIC PLAN FOR PROVIDING THE REQUIRED SUPPORT AND MUST ARRANGE FOR A LINE OUTAGE BY CALLING XCEL ENERGYS SYSTEM THE EXCAVATION PLAN FOR THE PROPOSED PROJECT MUST BE SUBMIT" TO CONTROL DEPARTMENT (STEVE. ROWN 51:2/330-2875). ADEQUATE ADVANCED XCEL ENERGY FOR RENEW AND APPROVAL PRIOR TO CONSTRUCTION START. NOTICE MUST BE PROVIDED IN ORDER TO SCHEDULE A LINE OUTAGE. IF AN OUTAGE IS AVAILABLE. iY Td� V 4Y { r a ry 10w1 lR1�N. __ - prpG>� pis ti � J fe pw w Y� ins timed A lva vlw,� Ipszl ppr-pr§p ,svp,w,p,.�a.Jw. F4 Ip5�l ppi SB2Z Ebert Pride, wN SSAN T4rFw 16pSl B)i-5154 wrMOO4t® pr.IlrsLr Wempmd hokdwWSSA�YsG �� I IS + M. 4.', -IM STREET _ILGHTING 130' POLE LAMP TYPE TO BE DETERMINED BY THE CITY %F_ 1oc &" mm Zwmd 0-dw- Lamm Corporation %3Z 31511h Avraom Naeth .Smte bop nymmoth miprmeota 55448 EXISTING Sanitary Sewer — s — Water I Hyd. w\Valve i4 Storm Sewer PROPOSED s-- PROPOSED Sanitary Sewer --d— Water — 1 --- Hyd. W\Vdve —1 �i Storm Sewer Draintpe we— FUTURE Sanitary Sewer water Hyd- w\Valve Storm Sewer Savona 3rd Adch ion Yoke 1it11I0a Cd! 48 Hours before digging: 811 or coW l _cam Common Ground Alliance G, 100' 204 3DC 0000565 oxlnrol -, »Ic 04/27/15 -%mt -%m- 2 OF 21 OvY 5..f C 2015 Westwood Professionol Sa4ces, Inc. - - , i / DENOTES DRAINAGE k �� � �. Call 48 Hours before &99M9 / UTILITY EASEMENT (_jyP� \, 811 Or ccMI.A7[7t1'1 ! / •l Common Ground AIlialco GENERAL NOTES: 10 .9 8 ,' �('� ; XXXx INVER DENOTES a�T� sTusEwER SERMCE 7 0' 50' 1OD' 150' j 11 5p17 $ . 101s.a 1073.2 J' TO ! 6 - wYE=X+Ioc DENOTES SANITARY SEVER SERVICE WYE WYE=0+D5 WYE=O-F59 131 LOCATED ON MAINLINE FROM I �. p-1 •, I DOWN STREAM M.N. r fDS 1 ! a 12 ON�� j 12-11 �►-�, 1/4 / r g5 = SANITARY SEWER NOTES: - I 1.0" COPPf]R w. 1. ALL SANITARY SEWER AND ACCESSORIES MUST BE K SERVICE w/CtjftH qv` JH 7 I ` I, v r Dx -g CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE '� ,(��+ AVE STOP iYP �� „•y ELMO STANDARD SPECIFICATIONS AND DETAka JAMES MN. ST ( } f� I ( 16END 1 1/4° 1 112'- 1 /4. �� g � T � 2- ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED 1 1 `oo zt' �'�s ACCORDING TO CITY STANDARD DRAWING 143 GRANULAR 1050 1050 6_ k �� ` a =ansa wYE=o+so x b� n MATERIAL BEDDING METHOD FOR PVC SANITARY SEWER p"P x9 4 7 12`-11 1/4 e PES _ ad `'\. ♦ tp BENS Oq-28 5018-1 7073.5 4}T .72UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED ,c. jj//♦ s p - SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR 35 WITH ELASTOMERIC GASKETED JOINTS. "+`Jr,�R�t" �� \ ae �p2 • 7p�, d/4. Q,p �� 4. ALL SANITARY SLIVER SERVICES SHALL BE 4 -INCH PVC, 1445 _ _ _ 1045SCH. 40 OR SDR 26 PIPE, 4 Q S. SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM r M SERVICES .F BE laP P7e€ I' ooh SERVIC ED T ' BAST rte+ N�% cp y8� y WtTli THE REQUIREMENTS OF ASTM D-3034 FOR THE SIZE top pi +Ri \ - �. ♦ `% 7 ,� .` 2"-11 ` STANDARD DIMENSION RATIO (SDR), AND STRENGTH sTA[i= IruiTl 1 REMOVE EXISTING 12" - RO.W.. (, .} ' REQUIREMET7S 1Np1CATED ON THE PLANS, SPECIFICATIONS, 50 LF 72" PLUG 3 CONNECT Td H 77 yAND SPECIAL PROVISIONS. r, EXIS TING WATER MAIN'. ' Z 0 8. REINFORCED CONCRETE PIPE AND FIT77NGS SHALL 1044 1444 LDIP is � O N CL 52 Wr, 12-I1 1/4° W� p"�' HYD. W/AU VALVE % .. . �` o CONFORM WITH THE REQUIREMENTSOR THE M TYPEDOT. SPEC 3236 . x REINFORCED CONCRETE PIPE FOR THE TYPE 9 AND WATER MAIN ' BFmn a 6'-6" DIP - --� / fit 1 ( ) �' a � 12 � - f ro STRENGTH CLASS SPECIFIED HEREIN - 7.5, MIN 12'. 6' TEE HYD. w/AUX VAL 1}I COVER i� _ ': 12"x 1 TEE �,.., �! _�nnS�J � 5._6. � . 7. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE / GRNIM EL=1036 1 �� o., AND GROOVE WITH RUBBER 'O' RING JOINTS PROVIDED ON 1435 .kp. 1435 12" " REDUCER �CD / v4 a4 12"x 6, 9 ,• Mgi 76 I ALL SANITARY SEWER MANHOLES, GRND. 1022-94 0 t 1 , " 8` PLUG �j - Q �,,. Q '{r'. I ,t� �,, 4 & SANITARY SEWER INLET AND OUTLET PYPES SHALL BE -1 Q P --,:-* �, 0 11 JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, X.12"11�( °e ' 12"-/1 Nao CONNECT TO EEL 8` TVI' WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL 1030 1034 .J OUTLOT A 4a 1/4° BEN �I w SANITARY SEWER 'v PLACE ENT OF THE POPE AND MANHOLE TO TAKE 5� ?V1C 26 9. A 1'-0" TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED 25 26 26 12" G V. " SANITARY SERVICE (TVP.) ADJUSTMENT WHENEVER UNDER THE OME SECTION OSSIBLE. FOR HEIGHT TEMPORARY I } 12x12" H-69:1 PROfTLFry A _ I . E 10. ALL SERVICE LINE STUBS MUST HAVE A 2' X 2" 1c ,* HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM A DRAINAGE W 12x8' REOUCFI2-GONNECT- TO-E7E THE END OF THE PIPE TO FINISHED GRADE ELEVATION. A E UTILITY l HYD. w_/AUX. VALVE 12" G.V. 12 WATERMAIN 11. UPON MAKING A CONNECTION TO AN EXISTING SANITARY EASEMENT G -. _ 7"-6` OIP SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE � DIP PLUG TEMPORARY I ,�C,kJ7'LDTB GRN 6" TEE '_;� IE=1027.48 DRAINAGE do UTILITY PREVENTED FROM ENTERING THE FASTING SEWER EBy E 1045 � � ^^ ,y �� GRND. T1.=7O3#.1 _ IMMEDIATELY INSTALLING WATERTIGHT PLUGS AS NEEDED 1045 12' DIP PWG:• EASEMENT IN THE EXISTING MANHOLE, 6th St. Lane N. WATER MAIN NOTE &- CA GRADE S: 444 1- FINISHED CA FINISHED CA SUBGRADE � 1040 PROFILE A 1. ALL OAND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE E WITH THE CITY OF LAKE EllAO STANDARD S 1 _ tii 1035 - SPECIFICATIONS AND DETAILS. 10352, MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL 1025 ! if (N) = 1010.09 - - 3. WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN 1 1035 Tar WE POLYETHYLENE. CLASS -52. = SFA -1.26 Ind 4. ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2617.2_A.1. TI ALL ON PIPE WITH SHALL LE 860 LF 12" UIP 1430 -1 - POLYETHNYLENE ENCAGS 1030 �IENTBE ALL RCONNECTIONS SHALL BE CL 52 WATER MAIN i� 200 DIP INSTALLED UTILIZING CDR -BLUE NUTS AND BOLTS. y MI 7.5" NCOVER � ��� R CL 7. WATER 7.5" MIN COVERVER 5. USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES. - �'- 11 s 1030 RE HYDRANTS 6. GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW ii CONTROL SERIES 2500 OR APPROVED EQUAL GATE VALVES / Tap ppE i STA --8+ ;; 1025 _ Tap PFE 1025 MUST COMPLY WITH CEAM SPEC 2611.2, C_2. 7_ USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER F la^ffi, ii STA -3+ Ti- 1x193 THAN 12 INCHES. B. BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR M11-77 t 1, ` - STA 4+30 HE (N) = 1011.90 RE = 1022.37 IE (SW) = 1DD9.99 ; 1025 RE = 1033.D9 IE (E) = 1004.09 if (N) = 1010.09 APPROVED EQUAL BUTTERFLY VALVES SHALL COMPLY WITH STA 17+16�' _ \ `�' IE (5)-= 1003,99 (W) 1021.36 � IE (SIN)100'a.02MH-7fl �• �� = CEAM SPEC. 2611.2, G.3. FRE = TW. +iq IE (SE) = 1027.09 sAy� \ �i _ -ta 020 10209. BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL . -- ' RE HYDRANTS 10. ALL SHAINLESS ALL BE INSTALLED 5.0 FEET BACK OF MH -76 20 - 8" DIP 1020 CURB. "PACER. .. STA 16+07 RE = 1035.52 - . CL 52 0 0.58,1, MH -78 11. HYDRANTS SHALL BE WATEROUS MODEL WB -67 OR APPROVED EQUAL, FITTED WITH FH 800 SERIES FLEX IE (SO = 1021.00�4 y,�� STA 8+55 RE - 1434.49 015 1015 STAKE AND PAINTRED. ED >£ {NW} = 1020,90 "rI'� y. - Jrj IE (E) - IU21.7A 12. HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 0 A - = IE (W� T021Jd (I.D.) HOSE CONNECTIONS AND ONE 4" STORZ NOZZLE WITH _ 1015 PENTAGONAL 13. CURB STOP SERVICE ASSEMBLY SHALL HAVE A 1010 101(3 MINIMUM 1 -FT ADJUSTMENT RANGE AND SHALL EXTEND 6 NH -75 n N INCHES ABOVE FINISHED GRADE FULLY EXTENDED. STA 14+87 105-- a 14_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING RE = 1029.31 SDR 35 1.05Z 7f}5' 60' - 8' PVC WATER TO HOMES AND BUSINESSES INOSE WATER SUPPLY IE (S) _ 1013.00e' p _ .MH=74 �R 1410 MN -69 50R 26 vT 0 407 IS DISRUPTED DURING THE COURSE OF THE PROJECT. 35 ... IE (NW) = 7814.08 STA 13+82 0 1.62X 117' - 8" PVC .. - - SEE LEFT 15. ALL SINGLE FAMILY WATER SERVICES SHALL BE 1.0' TYPE RE - 1024 46 SDR 74' - 8` PVC 16A6 9 1mr, inns; K COPPER UNLESS OTHERWISE NOTED. I 1 Fl+e ry521e5Y.61m 1f9e Mra.*Pme Fs mm"T.Wr? Etla, FrrMr, W 35.21 Td Fri 111+1917.5150 lsr,le.dirlEr Mlr�m9Fro19�>•WSR MH -73 35 00-40% SDR 35 0 0.40X 27" IE (S) = 1011.80 STA 12+77 X14 - STA 4+30 HE (N) = 1011.90 RE = 1022.37 IE (SW) = 1DD9.99 MH -72 STA 11+59 26 B` P MH -71 0 3 RE = 1033.D9 IE (E) = 1004.09 if (N) = 1010.09 23.60 IEE(SW)a'1009.42 t STA 1U+84 -X 77 _ - r'L'CIE IE (5)-= 1003,99 (W) 1021.36 IF {NE) = 1009.52 IE (SIN)100'a.02MH-7fl �• �� = STA 70+-07 9 X IE (RE) 1009.12 RE = 1030.10 . IE (W) = 1006.39 . IE (NE) = 1006.39 d* `r �vW �ru. +rWr `i l w r ft r ararea� m/ra/ss �r..., ri.... - 0r/IS/r5 RniM Frr Cseelr lis_ n1111 T� ■s3r A + 1 mmw&s_bj �- Lac ae IIA/12J'15 M� Na 413M- 1 Lem" Corporation X%6 361h Avm NW& SW* 690 S 2 3 3 Savona 3rd Addition take Elmo. 1[ioneeola 00W1610317Tr01 erg nme: 04/27/15 9helC 3 . 21 02015 Westwood'' Prof.''°�'ol • Call 48 Hours before digging: .MH=?45 v 811 of caN811_cmn .d '� - - .REMOVE\'qSLU" CONNECT TO�g Common Ground Alliance _2 '`. i . h t11Rl.cfi! E70571NG�$- DIP WM W/8'x 6' JEE a GENERAL NOTE& '+ _ DENOTES SANITARY SEWER SERVICE r f l JOQC.X INVERT 0 END OF STUB. t RE3TAU UG do CaN. C y/r •,�•,,• MH -45 v � - S TO 8' IP I � / ", I d �DENOTES SANITARY SEWER SERVICE WYE 4'-5` QIP X� I O STREAM M.H. LOCATED ON NE FROM 06' TEE 4. - i / f�/ ,% ORO. EL- 3.6. \ >kF ' r 1 � /=% TEE B• EMavE PLUG � CONNECT TO EX 8" DIP WM '� YO. w/AUX" VALVE X.M, , . �` ",. v SANITARY SEWER NOTES: ;1 -8" DIP a a - _ 8•x 6" TEE SSD qpE}' -� Asn `` J 3 I a 1. ALL SANITARY SEWER AND ACCESSORIES MUST BE 87-22 3 GR EL=967. fGflll.OTx,. 1 .l CONSTRUCTED IN ACCORDANCE NXTH THE CITY OF LAKE 11 R Q T/2 BEN 1 +� t " �:� ',r \�� T `� � ELMO STANDARD SPECIFICATIONS AND DETAILS. - 8'x 8' TEES t \. #� I 2. ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED BSN 1 ACCORDING TO CITY STANDARD DRAWING 103 GRANULAR HYD.. w/AUR. VALVE. s _ P 2 it s S, FD pP MATERIAL BEDDING METHOD (FOR PVC SANITARY SEWER HYD. w/AUX VALVE k 9'-6" QIP \ vl '� #y ` MH PIPE}" 8 -6B_ DIP ME � _ _ / n L 8 l H-413. �' y. � � ,�. \ .'\ � 7�, 3" UNLESS NOTED 07HERWISE° ALL SMOOTH WALLED 8•x 6' TEE Si 1`1 I SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR CRND" EL=985.1 8'-22 GRNR. EL -977.7 8"-91 7 4- BE B" CROSS 4 �/ ? z 3 _ �'•., 35 MiTH ETASTOMERi•C GASKETED JOINTS. BEND/ HYQ. w g•x 8• TEE 8 x 8' TEE V ` B" G.V._ \ � - 4" ALL SANITARY SEWER SERVICES SHALL BE 4 -INCH PVC, \ l� r r j/ AGX" VALVE r - --: - ! .. / SCO. 40 OR SDR 26 PIPE. ..,,I -1F ► �, // 9'-6' DIP 5" SMOOTk WALLED PVC PIPE AND FITTINGS SHALL CONFORM 1 \II. 1�1 IRRIGADON SERVICE- t, 8"x 6' REDUCER - WITH THE REQUIREMENTS OF ASTM 0-3034 FOR THE SIZE, `+ - MH - 24 MH -51 , _ 1- - \ 4'x B" TEE GRND. EL -..966.8 STANDARD DIMENSION RATIO (SDR). AND STRENGTH MH -50 - -_"x 8' TEE ` n 4S LF 4' DIP REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS, .I G7(IILOT J M AND SPECIAL PROVISIONS. PP aSL - _ -*^' 4` DIP PL U .. 6. REINFORCED CONCRETE PIPE AND FITTINGS SHALL f a 970 0 CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 ... (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE. AND n L _ -4 FINISHED CA GRADE STRENGTH CLASS SPECIFTFD HEREIN, e 7. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE EXISTING C/L GRADE FINISHED C/L SIBGRADE AND GROOVE WITH RUBBER '0' RING JOINTS PROVIDED ON oufL,OID FL I, 1 T' 1 "1 - 5 r 1 5 ( I -965� - - ` - ALL SANITARY SEWER MANHOLES. 965 ! Y ��. 8" SANITARY SEWER INLET AND OUTLET PIPES SHALL BE SAVONA 2ND ADDITION JOINED TO THE MANHOLE WITH A GASKETED, FLFXIRLE, FINISHED C/I- GRADE " y WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL 0011100111"[nD 2� �e Y e i *,� 1 I. SETTLEMENT OF THE POPE AND MANHOLE TO TAKE - S , 1 / PLACE" 130 LF 8' DIP 9. A 1'-O' TO V-4' MANHOLE SECTION SHALL BE INSTALLED 960 . CL 52 WATER MAIN 960 UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ii 7"5' MIN COVER ADJUSTMENT 5th St. Lane 1 q�T . ,�r ; STAM5+00 �ti; i `� - 10. ALL SERVICE WHENEVER SPMUST HAVE A 2• X 2• 990RE 982.62 - , ; f HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM IF (NE) = 947 47r � THE END OF THE PIPE TO FINISHED GRADE ELEVATION. ~ - i IF (S) - 447-48 I.@ - 11. UPON MAKING A CONNECTION To AN EXISTING SANITARY IE (W) - 947 31 ;: 955 SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE - - - --i`-`,i� _ �- .]G PREVENTED FROM ENTERING THE EXISTING SEWER BY _:T �ik`�y' IMMEDIATELY INSALLING WATERTIGHT PLUGS AS NEEDED IN 985 - ' \ `t(1 1 p`' y�S1�NF1-456 THE EXISTING MANHOLE. 950 i it R£A965.76 950 STA -z+ \ 1 W , , IE (N) = 953.76 WATER MAIN NOTES- EL- EL- 9».7 \_� l-J.'.d-------- '----' L-------_ 5TA 5+51 3.02 1. ALL WA"IERMAIN AND ACCESSORIES MUST BE CONSTRUCTED 980---------- _ P� HIGH - `` - \.`49' 8" PVC_ IES S) (�-= 947"77 IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD POINT Tew.PpE� EXISTING CjL GRADE $OR 35 O 0.40% �----- { SPECIFICATIONS AND DETAILS .STP- ' 945 •E N) = 947.67 945 2 MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED FINISHED cAGRADE FL- 973"7 FINISHED CSU13GWE 4 5 6 7 ONLY BY CITY PERSONNEL. TW�[ /E 3. WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN 975'TA`TMTM - POLYETHYLENE. CLASS -52. In EL- ks .�` .. e . _ 9/75 4. ALL FITTINGS SHALL COMPLY WITH CEAM SPEC 2611.2•A.1" 8' pj'c �� �- ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH .4g - 1 POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE A01-53 9w�� INSTALLED UTILIZING CDR -BLUE NUTS AND BOLTS TOP PIPE `� 945 LF 8" DIP 5" USE GATE VALVES FOR ALL APPLICATIONS DP THROUGH 12 STA 2+99 ' 8• srA-�F6 Tw pm CL 52 WATER MAIN INCHES. -970 - 985.11 UH -53 4Af _ _ EL= gs7A ST •- _ 7.5" MON. COVER 970 S. GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW IE (SE) = 973.11 STA 3+67 T� Ei= 4c6.7 CONTROL SERIES 2500 OR APPROVED EQUAL_ GATE VALVES !E {SW) a 97321 RET 9�7d. sTA7-7a - - \ MUST COMPLY WITH CEAY SPEC 2611.2, C2. IF (E) = 971- - 9�"5 T� P�T� -_�7 - - '- - - _ _ 7. USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER IE (NW) 971"44 3 ` B' Pyt EL-- WIL 7 F] THAN 12 INCHES. 965 54+66 O a BUTTERFLY VALVES SHALL BE MUELLER LINESEAL III, OR .6,5 L /J �.. 965 APPROVED EQUAL BUTTERFLY VALVES SHALL COMPLY WITH RE = 97924 X U P PPE � i - WATETSINN OFFSET IF E = 967.24 T STA -7+ i DROP REWIRES CONTRACTOR CEAM SPEC" 2611.2, C.3. SEE CITY STANDARD (} EL- 9usO r�'iw 9" BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL SPECIFICATIONS & IE (W) - 96 SEE CITY OFFSET 8, i n r 70 REMOVE & INSTALL PLUG DETAIL PLATE 270. IE {S) = 967.34 SEE CLIC STANDARD MH A TOP PPE i �- r r r CORE DRILL k INSTALL BE STAINLESS STEEL SPECIFlCADON5 k r r ' ^ 10. ALL HYDRANTS SHALL BE INSTALLED SA FEft BACK OF STA 6+79 A 9654 r r `� , WATER TIGHT BNST LL THE Wim• c,}60 (5� SWEET 5; RETAIL PLATE 290. RE = 974"77 � O Ei- 9gso „ � r r 9 0 DROP COVERT, INSTALL A DIP HYDRANTS SHALL BE WATEROUS _ MODEL PRIVATE DRIVE -T5) (SFE 'SHEET 5; IE (E) = 9V 77 1 13T - e' {' '' TEE AND EXTEND DIP A 11"APPROVED EQUAL, FITTED MATH FH BDO SERIES B-6 PRIVATE DRIVE -16) IE (W) = 96287 P SDR ' 0.7 1T i'I I�' r MINIMUM OF 18' FROM OR STAKE AND PAM71� REO_ IE (S) =962,87 MH -49 PVC 'i ----�� 12. HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 STA RE 8+09 of -,59 T-59�, (I.D.) HOSE CONNECTIONS AND ONE 4' STOTZ NOZZLE WITH RE = 973.77 MN -48 `-'�'iy AL NUT. 955 WATERMAIN OFFSET IE (NE) =,95x56 STA 9+46 i 955 13" THEPENCURBSTOP SERVICE ASSEMBLY SHALL HAVE A SEE CITY STANDARD IE (W) = 958.66 RE = 970.21 , ADJUST MH TO MINIMUM 1 -FT ADJUSTMENTSERVICE A RANGE AND MALL EXTEND 6 SPECIFICATIONS It E (S) = 958.68 IE (NE) - 957.48 _-_( ' PROPOSED GRADE INCHES ABOVE FINISHED GRADE FULLY E7SHALED" DETAIL PLATE 210. 1E (SWI) = 957.58 ' r r IE (NM17 = 958.66 ' LEX MH -27 9� (SEE SHEET S• E (SE) =957.58 , 14. THE CONTRACTOR SHAH.. RE RESPONSIBLE FOR PROVIDING PRIVATE DRIVE�T7) +;5TA 10+77 i� WATER TO HOMES AND BUSINESSES WHOSE WATER SUPPLY ,rRE ' 965-94 965"72 9550 IS DISRUPTED DURING THE COURSE OF THE PROJECT. jg• _ ®- DIP TIE (5W) - 55,40 15. ALL BACK-TO-BACK TOWNHOME WATER SERVICES SHALL CL 52 • 1"592 i fIE (SE) = 942.67 BE 1.0" TYPE K COPPER UNLESS OTHERWISE NOTED. ALL I elE (NE) - 947.59 ROW TOWNHOME WATER SERVICES SHALL BE 1.5" TYPE K COOPER UNLESS OTHERIISE NOTED. 945 1945 8" PVC SDR 26 a 0 47% ' -------------------- -"'1' O° 50' 100' 150' 940 940 0000565.0aJTf02.d.g 1 2 3 4 5 6 7 8 9 10 11 12 D.Ec 44/27/15 s� 4� 23 Wes*w�od Savona arc Sanitary aSeWN"ri rlav IpsTIG3T.'�130 7s,en-.a.,•,o.s.. �rmnBOiyf:'"-'� _ �a s L/�lli:lsl(JrOn{�.1©n 4nnG� w7'1'I.il Ea leul cn-sux ea.a rs.+rta rM ssw °*� Construction Tangy Ie )R37"3+w wr�egaer�. ph �ta3e U'9DrJ 36th Avenue NoO Sane 606 wv.s,o� w.I..Iars..u,.c Ec 0 r ` tom. !'KCB -. - I .' +~t �F*=K th, Tl�sota Fx5w Take Mm, lfiso9etnbL Am 02015 Westwood Professional Services, Inc Call 48 Hmm before digging: 611 CW caml.com Camman Ground Alliance GENERAL NOTES. DENOTES SANITARY SEWER SERVICE INVERT 9 END OF STUB. OVJLOTD `t ` DENOTES SANITARY SEWER SERVICE WYE ` 1 LOCATED ON MAINLINE FROM 8' x 8' TEE - .. DOWN STREAM M.H. 4' PVC SDR 26 3' $"x $" TEE 8"x 8' TEE -N A APE At �, , S LANE 5f_f jE r_r7llrt 114. SANITARY SEWFft N07E5: I y. 11 1. ALL SANITARY SEWER AND ACCESSORIES MUST BE i= '1L I- CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE t i. MH-50 / ELMO STANDARD SPECIFICATIONS AND DETAILS �� �� cls-- 2. ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED ACCORDING TO CITY STANDARD DRAWING 103 GRANULAR a 8- G.V.(TW 1.5 COPPER TYPE K ERVICE 1.4- COPPER TYPE K SER MATERIAL BEDDING METHOD (FOR PVC SANITARY SEWER O v a r CURB STOP OWMHOMES ( TO ROf ,)E --5T h -TO-' � CK 70WfjH • PIPE). 3_ UNLESS NOTED OITLERWISE, ALL SMOOTH WALLED SANITARY SEWER PNC PIPE AND FITTINGS SHALL BE SUR ) ! 35 WITH ELASTOMERIC GASICETm JOINTS. �' 4. ALL SANITARY SEWER SERVICES SHALL BE 4-INCH PVC, SCH. 40 OR SDR 26 PIPE.. 1A 5. SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM t; 'NTH THE REQUIREMENTS OF ASTM D-3034 FOR THE SIZE. I; r1.] 'd STANDARD DIMENSION RATIO (SDR), AND STRENGTH } rc-Hass . �OU11.pfn mcr+u ra_J,J, REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS. I� t oblLOrn s' 1 1 s J 7 r AND SPECIAL PROVISIONS. 6, REINFORCED CONCRETE PIPE AND FITTINGS SHALL f CONFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 } (REINFORCED 0ONCf2ETE PIPE) FOR THE TYPE. SITE, AND a r, s *; 4 [', I _ ? STRENGTH CLASS ST'ECCFlm HEREIN. 7. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE Y,L-WIVE 9�c-9sfG �_ rr- n i AND GROOVE WITH RUBBER 'O" RING JOINTS PROVIDED ON ALL SANITARY SEWERMANHOLES. B. SANITARY INLETOUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASiETED, FLEXIBLE, I WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL YD. W/AUX. VALVE Y0. w/AUX. VALVE HYD. W/AUX. VALVE SETTLEMENT OF THE POPE AND MANHOLE To TAKE PLACE. 9'-6' DIP 9'-6" DIP W-6' DIP I 9_ A V-0' TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED 8'x 6' REDUCER e'x 6' REDUCER 8'x 6' REDUCER UNDER THE CONE SECTION TO ALLOW FOR HEIGHT 8'-451 BEND 8'-45a BEND 8'-45a BEND I ADJUSTMENT WHENEVER POSSIBLE. GRNO. EL.-992.4 CRND_ FL-984.7 GRIND, EL=975.5 10. ALL SERVICE UNE STUBS MUST HAVE A 2" X 2' HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM I THE END OF THE PIPE TO FINISHED GRADE ELEVATION. - - - - - - - i - - - - - - - - - - - - - - - - - - i i IT. UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER SNB OR MANHOLE, DIRT AND DEBRIS SHALL BE Private Drive 14 PREVENTED FROM ENTERING THE UOSTING SEWER BY IMMEDIATELY MNSALLING WATERTIGHT PLUGS AS NEEDED IN 101Q 1Q1Q THE EXISTING MANHOLE. Private ''J Drive 15 y--�\ 995 995 7� Private Drive 16 WATER MAIN No1ES: 365 965 \. 1. ALL WATERMAIN AND ACCESSORIES MUST HE CONSTRUCTED 1005 1005 r \ CITY OF LAKE ELMO STANDARD INCICOORDANCE 7 SPE/ AND DTHE ETAILS 1\ EXISTING CAL GRADE 2 MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED !� 990 !1 990 FINISHED CA GRADE I ONLY BY CITY PERSONNEL f 980 FINISHED CA SUBGRADE 980 3. WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN / POLYETHYLENE. CLASS-52 1000 _ y - �% 1000 - _ - -- / _ _ 295 LF 8' DIP 4. ALL FITTINGS SHALL COMPLY WITH CEAM SPEC, 2611,2,Al. o 195 DIP rL 52 WATER MAIN ALL FITTINGS SHALL BE DUCTILE IRON PIPE VAT" \ 2 WATER 7.5' MIN COVER fy POLYETHYLENE ENCASEdLEHT. Ail CONNECTIONS SHALE BF 985 a �AIIfI OG�VER�N 985 975 0 -' 975 OR 5. GINS GATE YALYES F( ALL UE LICAT710ARN5 UP�TNROUCGi 12 o EXISTING CA (GR.hDE INCHES. 9955J'j/ 995 FINISHED CA GRADE 6. GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW /' 245 LF 8' DIP FINISHED CA SUBGRADIE � CONTROL SERIES 2500 OR APPROVED EQUAL GATE VALVES CL 52 WATER MAIN � MUST COMPLY WITH CEAM SPEC 2611.2, C.2. EXISTING CA GRADE JJ!! 7.5' MIN COVER 980 - � 980 21'STO, 7,USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER FINISHED C/L GRADE,! 97D SElMEIZ 970 THAN INCHES. 990 FINISHED G/i 5UBGRADE 990 15'STO.SEVlERPIPE Tm Tar PIPE 9. BUTTERFLY EQUAL BUTTERFLY YALVFSVES SHALL BE RLINESEAL III, OR SH COMPLY WITH WATERMAN OFFSET - T� wwE TOP A;1+23 STA-1+40 EL- vs7.4 srA=i+,7 EL- ses., CEAM SPEC. 2611.2, C.3. 9. BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL SEE CITY STANDARD g75 WATERMAIN OFFSET - Ll= 9n.s Et,- 87D.1 975 - 1 BE STAINLESS STEEL SPECIFICATIONS t SE€ CITY STANDARD - 965 �I+ 1 965 tO. ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF 985 DETAIL PUS1E 216. 985 SPECIFICATIONS Lk DETAIL PLATE 21Q S W"18 8" P SDR 35 ®0.4aX HYDR *PACER.- � TG T1_ HYDRANTS SHALL 8E WhTERW5 MODEL WB-67 31 STA-- 13 OR APPROVED EQUAL, FITTED WITH FH SOD SERIES FLEX 970 MH-51 - P SDR M- 915S.4 MH-57 kt+ STA 2+80 STAKE PAINTED RED- STA 1+00 _ Lal}-56. P STA 2+80 970 960 MH-50 SFA 1 +D0 Ll- Jus., I = 974.62 960 12. HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 RE = 979.24 t RE = 984.59 _ RE = 974,77 IE-(N) = 963.5SPENTAGONAL (I.D.) HOSE CONNECTIONS AND ONE 4- STORZ NOZZLE NTH 980 TOP � Sz,�pF - - 380 IE E) = 967.24 ( IF (W) = 967.34 IF (N) = 972.55 IF I;E) = 962.77 WATERLLAIN OFFSET NUT. 13. THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A EL- s7%.7 IF (S) = 967.34 IE (S) -962.87 SEE CITY STANDARD MINIMUM 1-Fi ADJUSTMENT RANGE AND SHALL EXTEND 6 965 IE (S) 96267 SPECIFICATIONS F� 965 955 ULTAIL PLATE 210. 955 14. THE CONTRACTOR BE RESPONSIBLE FOR PROVIDING WATER TO HOMES ' 3tiX 0 1 2 3 AND BUSINESSES WHOSE WATER SUPPLY 75 i41 • MH-55 975 0 1 2 3 IS DISRUPTED DURING THE COURSE OF THE PROJECT 1 g F� - MIH-54 STA 3+30 STA 2+28 RE =' 991.44 15. ALL BACK-TO-BACK TOWNHOME WATER SERVICES SHALL BE 1.6' TWE K COPPER UNLESS OTHERWISE NOTED. ALL STA 195 ty5 - 9 g39X STA .ITE = 988.80 IE N 979.44 (} - ROW TOWNHOME WATER SERVICES SHALL HE 1_5' TYPE K S 985.13.11 SIS IE (NE) = 976.07 COOPER UNLESS OTHERWISE NOTED- IES 11 IF (S) = 976.17 970 IF (SIM) = 973.21 970 O 1 2 3 0' 50' 100' 150' DD 056L.O3WFas.d.g Dme (��/.pry/�� Savona 3rd alstv .....,�.1_..A1>`.�..1 s�� W10 tr �o- 61Mgsrnrcm�. ,�.,� �! � Corforatlon Addition and Water MaiL� r. 6]Iw1c1s3 Fr 1933!9]1-66Y3 1999m.9. am. EbnFrurvq Oe115b1G rr� w > r Pm[ J. ��,�y� ,y.,. Construction IAF.. n]1J991.15153 W gEF T� smaw 16306 361h Ase Naefh Sadbe 696 rws.eesnar..rnr s.we.a we I11Y1 Oai1$/L4 ur.{M. ._-- A-d 13- 149-ftp Ml . Afialm out, 3646 t�syy���� Lake M®mo, MM6mu4 Plan 02015 Westwood Professional Services, Inc t 1.U- COPPER, TYPE \K SERVICE w/CURB STOP TO BACK-TO-BACK TOWNHOMES (TVP.) -� HYD lx AUX Y15LVE- ' 6 DIP 8"x 5' REDUCER R' -l6° RFNO EK ,, , 1.5 COPPER ER TYPE YPE K SERVICE "-/CURB STOP TO ROW TOWM4HOMES (TIP_) Private Drive 17 EXISTING CA GRADE - FINISHED CA 'GRADE .. 550 LF 8' DIP FINISHED C/L SUBGR CL 52 WATER MAIN - 7.5" MIN CO - A , THP RPE STAa4+4 11- 9Q"g0 + ITP RPC ELA 941 1 EEx 964 ATERItAIN OFFSET SEE CITY STANDARD 135' - 8' PVC - SPEGIFICAl10P15 Ar SDR 35 0 O. Ani AIL PLATE 210. MH -61 2D9" - 8" PVC SDR 35 -00.4= STA 1+10 MH -60 RE = 971.95 STA 2+45 IE (SE) = 959.95 RE = 971.50 IE (SE) - 959.50 IE (NW) = 959:40 1 2 3 4 r TOP PPE w 0 STA -r5432 ! -0 5 6 7 7 A' COPPER YPE K SERVICE + r/CURB STOP TYP) HYD_ w/AUX. YA4 9'-6' DIP 8'x 6' REDUCER 8'-45' BEND GRND. EL=972.3 " PVC SUR 26 1 ANITARY ERVICE (TYF' T - - LI YD. w/AUX V.I --6" DIP f "x 6" REDUCER -45a BEND RND, EL=974.2 f S ''J 4 Private Drive 18 EXISTING CA GRADE FINISHED CAGRAD€ FINI9iED CA SUBGRADE 281 IF 8' DIP GL 52WATER MAIN II 123' - 8' PVC 163' - 6' P Com! Edi cq7 35 SOR 35 O 0.75% MH STA -48 1+14 $ p4G RE, = 970.21 IE (NE) = 957.48 RE w 970.43 1E (NW) - 95829 IE (SW) = 957.58 TO A 2• IE (SE) = 957.58 lA•we LN.i F- Iassl.sr.s.as Eon r.sWs,YNS V„ ran. laeelnars,w .wawo#�ca. MH -58- MH --59 STA 6+48 ST 14+55 STA 5+25 RE - 972.46 RE = 973.47 IE (N)961.49 a.k " }+� 43356 IE (N) = 960.46 minammo P 55466 RE = 973.77 IE (S) = 960.56 IE (NE) = 951,56 IE (W) = 958.66 IE (S) = 956.66 IE (NW) = 958.66 5 6 7 7 A' COPPER YPE K SERVICE + r/CURB STOP TYP) HYD_ w/AUX. YA4 9'-6' DIP 8'x 6' REDUCER 8'-45' BEND GRND. EL=972.3 " PVC SUR 26 1 ANITARY ERVICE (TYF' T - - LI YD. w/AUX V.I --6" DIP f "x 6" REDUCER -45a BEND RND, EL=974.2 f S ''J 4 Private Drive 18 EXISTING CA GRADE FINISHED CAGRAD€ FINI9iED CA SUBGRADE 281 IF 8' DIP GL 52WATER MAIN II ' PVC 163' - 6' P Com! Edi cq7 35 MH STA -48 1+14 MH -62 STA 2+12 RE, = 970.21 IE (NE) = 957.48 RE w 970.43 1E (NW) - 95829 IE (SW) = 957.58 1E (S) = 958.39 IE (SE) = 957.58 lA•we LN.i F- Iassl.sr.s.as Eon r.sWs,YNS V„ ran. laeelnars,w .wawo#�ca. ,6366 36th Avenue Milk Sche 6M 1 2 7.5' 3AIN COVER y K-� MH -63 STA 3+74 RE = 971.42 IE (N) = 959.14 3 4 Westwood 7.�T�1,.....�p.. .._., _. y Com! Edi w1o.�a _. •- 4 s_ �' M1, � ■ 1/..wr Lennar Corporation 5 �. resal.ara7sa r1.1,�...na . lA•we LN.i F- Iassl.sr.s.as Eon r.sWs,YNS V„ ran. laeelnars,w .wawo#�ca. ,6366 36th Avenue Milk Sche 6M t1�la W.doed MNrnri9+Wa+.k a.k " }+� 43356 1ri Gr.Jr 4.lir minammo P 55466 --.- Call 48 Hauls before digging: 811 or caN811.corn Common Ground Alliance MLEAL NOTES- XXXX DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB, WyE=X+XX DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.N. SANITARY SEWER NOTES: I. ALL SANITARY SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS. 2. ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED ACCORDING TO CITY STANDARD DRAWING 103 GRANULAR MATERIAL REDDING METHOD (FOR PVC SANITARY SEWER PIPE). 3. UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL BE SDR 35 PATH ELASTOMERIC GASKETED JOINTS. 4. ALL SANITARY SEVIER SERVICES SHALL BE 4 -INCH PVC, SCH. 40 OR SDR 26 PIPE, 5. SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM 0-3034 FOR THE SIZE, STANDARD DIMENSION RATIO (SOR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS AND SPECIAL PROVISIONS, 6_ REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONEORM MATH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. 7. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER '0' RING JOINTS PROVIDED ON ALL SANITARY SHYER MANHOLES, B. SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT OF THE POPE AND MANHOLE TO TAKE PLACE, 9, A V-0" TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE 10. ALL SERVICE LINE STUBS MUST HAVE A 2" X 2" HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM THE END OF THE PIPE TO FINISHED GRADE ELEVATION. 11. UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE. DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER BY IMMEDIATELY INSALLING WATERTIGHT PLUGS AS NEEDED IN THE EXISTING MANHOLE, WATER MAIN NOTES: I. ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS. 2. MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL 3. WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE. CLASS 52, 4, ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A.1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WATH POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR -BLUE NUTS AND BOLTS. 5, USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES. S. GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL GATE VALVES MUST COMPLY WITH CEAM SPEC 2611.2. C.2. 7, USE BUTTERFLY VALVES FOR ALL APPUCATIONS GREATER THAN 12 INCHES. B. BUTTERFLY VALVES SHALL BE MUELLER UNESEAL III, OR APPROVED EQUAL BUTTERFLY VALVES SHALL COMPLY WITH CEAM SPEC. 2611.2, C-3- 9- BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL RE STAINLESS STEEL 10, ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB. Il. HYDRANTS SHALL BE WATEROUS 'PACER; MODEL W13-67 OR APPROVED EQUAL, FITTED WITH FIT BOO SERIES FLEX STAKE AND PAINTED RED. 12. HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 (I -D-) HOSE CONNECTIONS AND ONE 4" STORZ NOZZLE WITH PENTAGONAL NUT. 13. THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 -FT ADJUSTMENT RANGE AND SHALL EXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED. 14_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES WHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT. 15. ALL BACK-TO-BACK TOWNHOME WATER SERVICFS SHALL BE 10 TYPE K COPPER UNLESS OTHERWISE NOTED. ALL ROW TOWYNHOME WATER SERVICES SHALL BE 1.5' TYPE K COOPER UNLESS OTHERWISE NOTED. 0' 50' TOO' 150' Savona 3rd Adcfifion Lake 61m16 hannmoti 0006565 0307101 erg D..r DVV/'L5 fit& 6 fx+ a unitary Sewer and water Main cAm9ftmcfion o2015 Westwood Profen iwd Se vices, lnc. Private Driveway -24 EXISTIN4GR L FINISHED FINISHE WATERMAIN OFFSET SEE CITY STANDARD LF B" HNP SPECIFICATIONSCL 52 WATER DETAIL PLATE 210, LCOVE ✓ �`. - ` rP S4M2+84 iSTA®Y+S SANITARY SERVICE TO BE CONNECTED TO 1 PREVIOUSLY INSTALLED MAINLINE UTILITIES. Q SANITARY CONNECTION TO BE ROMAC _ 6" PVC a- - R 35 *a, R 1 ' P -ME•I-65 - MH -66' STA 1+10 STA 2+75 RE = 969.49 RF = 968.20 IF (SE) = 956,48 3 - 312 LF e' DIP It (S:) = 955.83 970 970 It (NW). = 955.83 E SEE CITY STANDARD It (NE) = 955.73 1 2 3 MH -64 STA 4+36 RE = 969.84 It (NW) - 957.67 4 T -� _F_ I - Private Driveway -19 EXISTING CA GRADE FINISHED CA GRADE FINISHED CA SUBGRADF PROPOSED PROPOSED RIM=968 40 RIM=965'72 PROPOSED RIM =966.50 lap PrE TIP PIPE STA -3+ STA --3+38 F1.� WM4 q= $1,7 LI 364 LF 8- DIP CL 52 WATER MAIN 7.5" MIN COVER Call 48 Hours before digging: 811 or cuMl.com Common (3Tourld Alliance GENERAL NOTES: 70IX,X DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB. WYE=X+XX( DFNOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M_H_ Y 2MO NOTES- 11- ALL SANITARY SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS - 2. ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED ACCORDING TO CITY STANDARD DRAWING 103 GRANULAR MATERIAL BEDDING METHOD (FOR PVC SANITARY SEWER PIPE). 3. UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL RE SDR 35 WITH ELASTOMERIC GASKETED JOINTS. 4. ALL SANITARY SEWER SERVICES SHALL BE 4 -INCH PVC, SCH. 40 OR SDR 26 PIPE. 5. SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM D-3034 FOR THE SIZE, STANDARD DIMENSION RATIO (SOR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6, REINFORCED CONCRETE PIPE AND FITTINGS SHALL CCNFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE. SIZE, AND STRENGTH CLASS SPECIFIED HEREIN 7_ JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER 'O" RING JOINTS PROVIDED ON ALL SANITARY SEWER MANHOLES. 8. SANITARY SEWER INLET AND OUTLET PIPES STALL BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT OF THE POPE AND MANHOLE TO TAKE _ PLACE. 9, A 1'--0' TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. TO. ALL SERVICE LINE STUBS MUST HAVE A 2" X 2" HARDWOOD MARKER PATH METAL SPIKE RUNNING FROM THE END OF THE PIPE TO FINISHED GRADE ELEVATION. IT. UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER HY IMMEDIATELY INSAOLNG WATERTIGHT PLUGS AS NEEDED IN THE EXISTING MANHOLE- WATER ANHOLE Private Driveway -25 I SANITARY SERVICE TO BE CONNECTED TO 1 PREVIOUSLY INSTALLED MAINLINE UTILITIES. Q SANITARY CONNECTION TO BE ROMAC EXISTING C/L GRADE INDUSTFnES STYLE "L'B' SEWER SADDLE FINISHED CA GRADE ALLED MANUFACTURER'S IIISSPECIFICATIONS- FINISHED C/L SU6GRADE ri WATERMAIN OFFSET 3 - 312 LF e' DIP 970 970 52 WATER MAIN 7:5' MIN COVER E SEE CITY STANDARD t i GOVERNING SPECIFICATIONS. SPECIF1CATIQNS h - 965 - / - �,'� DETAIL PLAT€ 210. Lr l I n ii 1 � i i r TOP PPE rl N.. 11 N RIP PPE STA -2+54 ,Y 2+79 iS¢ 11I IVH IEn r>_ 9$s ✓EL- 4i u}l I v,l I w ,n II 1- is � iii rl _trg 955 1W MH --68 S 41-23 . iii .'Zi - STA 1+10 N RE 96 00 W ,w. Iw It (SE) = 956.00 '- i t �s i MH -67 ii_ moi------�`--- -- ---------------- ----------- ----------------------------------"------ RE - 964.66 EX MN -22 EXMH-23 SIA 2+15 EXMH-24 STA 1+01 RE - &F h 965:7,2 IF (SW) = 955.40 \\\ - STA 2+79 RE _ 9660,9 968.50 RE- 956!IF- 968.40 TIE (NW) -=9943.33 IE (N) = 943.48 ;E IE (SE) _ 942.67 . IF (S) _ 9432 (S) 943.58 IE (NE) = 942.59 ADJUST MH TO ADJUST MH TO ADJUST MH TO It (SE) = 951.38 It N _ -951.38 PROPOSED GRADE PROPOSED GRADE PROPOSED GRADE 0 1 2 3 4 5 Call 48 Hours before digging: 811 or cuMl.com Common (3Tourld Alliance GENERAL NOTES: 70IX,X DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB. WYE=X+XX( DFNOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M_H_ Y 2MO NOTES- 11- ALL SANITARY SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS - 2. ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED ACCORDING TO CITY STANDARD DRAWING 103 GRANULAR MATERIAL BEDDING METHOD (FOR PVC SANITARY SEWER PIPE). 3. UNLESS NOTED OTHERWISE, ALL SMOOTH WALLED SANITARY SEWER PVC PIPE AND FITTINGS SHALL RE SDR 35 WITH ELASTOMERIC GASKETED JOINTS. 4. ALL SANITARY SEWER SERVICES SHALL BE 4 -INCH PVC, SCH. 40 OR SDR 26 PIPE. 5. SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF ASTM D-3034 FOR THE SIZE, STANDARD DIMENSION RATIO (SOR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS. 6, REINFORCED CONCRETE PIPE AND FITTINGS SHALL CCNFORM WITH THE REQUIREMENTS OF MnDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE. SIZE, AND STRENGTH CLASS SPECIFIED HEREIN 7_ JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER 'O" RING JOINTS PROVIDED ON ALL SANITARY SEWER MANHOLES. 8. SANITARY SEWER INLET AND OUTLET PIPES STALL BE JOINED TO THE MANHOLE WITH A GASKETED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT OF THE POPE AND MANHOLE TO TAKE _ PLACE. 9, A 1'--0' TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. TO. ALL SERVICE LINE STUBS MUST HAVE A 2" X 2" HARDWOOD MARKER PATH METAL SPIKE RUNNING FROM THE END OF THE PIPE TO FINISHED GRADE ELEVATION. IT. UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE, DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER HY IMMEDIATELY INSAOLNG WATERTIGHT PLUGS AS NEEDED IN THE EXISTING MANHOLE- WATER ANHOLE Private Driveway -25 975 SANITARY SERVICE TO BE CONNECTED TO 1 PREVIOUSLY INSTALLED MAINLINE UTILITIES. Q SANITARY CONNECTION TO BE ROMAC EXISTING C/L GRADE INDUSTFnES STYLE "L'B' SEWER SADDLE FINISHED CA GRADE ALLED MANUFACTURER'S IIISSPECIFICATIONS- FINISHED C/L SU6GRADE DAN 3 - 312 LF e' DIP 970 970 52 WATER MAIN 7:5' MIN COVER �EXISTING SERVICE RISERS TO BE REMOVED l�1 BACK TO MAINLINE AND CAPPED PER f _ GOVERNING SPECIFICATIONS. 965 - / O SANITARY SERVICE TO BE CONNECTED TO _ - 15"5T4.gI£R ' PREVIOUSLY INSTALLED SERVICE RISERS. TOP PPE RIP PPE STA -2+54 ,Y 2+79 iS¢ 960 r>_ 9$s ✓EL- TIP PPE 2+85 EL, -1 "M 955 JMEI-67X_ 35 0 P ? - MH --68 S 41-23 - STA 1+10 N RE 96 00 RE =968.28 It (SE) = 956.00 It (NW) = 956.28 MH -67 950 '-STA'2+75 RE - 964.66 It (NE) = 951.28 It (SUI) =.1351-35 It (SE) = 951.38 It N _ -951.38 945 1 2 3 4 5 0' 50' 100' 150' ru=ter rdrrrd �r ranlPe w+r� 1953193 T -S, SG 1bYiMprrll O,Iw _ �r^,rax. �..0 p L,ennar Corporation F: 195Y199ts®i Eusn fr.M..N55,W1 a5/raJ15" - T �f. Ydrw fessl99T-sY9 xanlaelpEmr Jaw rs� - 11n.�_. 163D5 36FL Avemae North SmEe 600 IW.si 41M >� 081"-k~ p�pq,pr�, Mkmnmta 55448 1r.�d99M neH.r9.r 1.rI� k 11.E M. WATER MAIN NOTES' 1. ALL WAT€RMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS, 2. MANIPULATION OF EXISTING VALVES SHALE NE PERFORMED ONLY BY CITY PERSONNEL. 3, WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE. CLASS -52 4. ALL FITTINGS SHALE COMPLY PATH CEAM SPEC_ 2611.2.07. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR -BLUE NUTS AND BOLTS. S. USE GATE VALVES FOR ALL APPLICATIONS LIP THROUGH 12 INCHES. 6. GATE VALVES SHALL 13F RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 250D OR APPROVED EQUAL. GATE VALVES MUST COMPLY WITH CEAM SPEC 2611.2, C.2 7. USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES. EL BUTTERFLY VALVES SHALL BE MUELLER LINESEAL 01. OR APPROVED EQUAL BUTTERFLY VALVES SHALL COMPLY WITH CEAM SPEC, 2611.2, C.S 9. BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL 10_ ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB. It HYDRANTS SHALL BE WATTROUS -PACER,- MODEL WB --67 OR APPROVED EQUAL. FITTED WITH FH 800 SERIES FLEWS STAKE AND PAINTED RED. 12- HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 (LD_) HOSE CONNECTIONS AND ONE 4- STORZ NOZZLE WITH PENTAGONAL NUT. 13. THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 -FT ADJUSTMENT RANGE AND SHALL EXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED. 14, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES WHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT_ 15. ALL BACK--TO--BACK TOWNHOME WATER SERVICES SHALL BE 1.0" TYPE K COPPER UNLESS OTHERWISE NOTED. ALL ROW TOYIMHOME WATER SERVICES SHALL HE 1-5" TYPE K COOPER UNLESS OTHERWISE NOTED. Savona 3rd Addition 1 Pl --a., my a .a.w Ir0t,,d,q mt. OVV/15 7 OF 21 Sanitary Sewer and Water Main CDriStruct on Plan o2015 Westwood Professional Services, Inc. Private Drive ZU 7 Odl 48 Hours before digging: 811 Or ooWl.WIt1 Common Ground Alliance 7IXXX GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB_ \ DENOTES SANITARY SEWER SERVICE WYE 200 LF 8' DIP. LOCATED ON MAINLINE FROM DOWN STREAM M.H, CL 52 WATER MAH EXISTING CAL GRADE 7.5' MIN COVER FINISHED CA GRADE \ FINISHED C/L:SUBCRADE TOP s1A-z+ EL- 960.8 \ f MH -60 it STA 1+00 RE = 971.50 IE (SE) = 459,50 14="STA=3 8-", PIPE IE (NW) = 959.40 � "-- MH -66R STA $$ 2+46 RE = 968.20 .0 .--1 IE (SE) = 955.63 IF N - 955.83 (� ---- JSUR 35 0 0.807 �' - 8' PVC -ns i Fi i 'IE (NE) = 955.73 SDR 35 0 0.BOX EXMH-19 MH-67 i STA 3+90 STA 4+75 i RE - 964.68 ! i i i R£ - 961.82 94712 IE (NE) = 951.28 ii w (SE) - j IF 941.12 I£ (SW) = 951.38 i i.lE - .. (NW). .9.41.12 _ IE (SE) = 951.38 __. IE (NW) = 951.313 IE (5W) = 950_6Q-_ 9 2 3 4 5 6 7 Odl 48 Hours before digging: 811 Or ooWl.WIt1 Common Ground Alliance 7IXXX GENERAL NOTES: DENOTES SANITARY SEWER SERVICE INVERT 0 END OF STUB_ WYE=X}X71 DENOTES SANITARY SEWER SERVICE WYE LOCATED ON MAINLINE FROM DOWN STREAM M.H, 1. ALL SANITARY SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE NTH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS. 2- ALL SANITARY SEWER PVC PIPE SHALL BE INSTALLED ACCORDING TO CITY STANDARD DRAWING 103 GRANULAR MATERIAL BEDDING METHOD (FOR PVC SANITARY SEWER PIPE). 3. UNLESS NOTED OTHERNSE, ALL SMOOTH WALLED SANITARY SEINER PVC PIPE AND FITTINGS SHALL BE SUR 35 WITH ELASTOME RIC GASKETED JOINTS. 4. ALL SANITARY SEWER SERVICES SHALL BE 4 -INCH PVC, SCH. 40 OR SDR 26 PIPE. S. SMOOTH WALLED PVC PIPE AND FITTINGS SHALL CONFORM WITH T14E REQUIREMENTS OE ASTM D-3034 FOR THE SIZE, STANDARD DIMENSION RATIO (SDR), AND STRENGTH REQUIREMENTS INDICATED ON THE PLANS, SPECIFICATIONS, AND SPECIAL PROVISIONS_ 6. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REO[NRETNENTS OF Mn DOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE. S12E, AND STRENGTH CLASS SPECIFIED HEREIN. 7. JOINTS OF MANHOLE RISER SECTIONS SHALL HE TONGUE AND GROOVE WITH RUBBER '0' RING JOINTS PROVIDED ON ALL SANITARY SEWER MANHOLES. SANITARY SEWER INLET AND OUTLET PIPES SHALL BE JOINED TO 7H€ !MANHOLE PATH A GASKEIED, FLEXIBLE, WATERTIGHT CONNECTION TO ALLOW DIFFERENTIAL SETTLEMENT OF THE POPE AND MANHOLE TO TAKE PUCE. 9. A V-0' TO V-4' MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE 10. ALL SERVICE LINE STUBS MUST HAVE A 2' X 2' HARDWOOD MARKER WITH METAL SPIKE RUNNING FROM THE END OF THE PIPE TO FINISHED GRADE ELEVATION. 11. UPON MAKING A CONNECTION TO AN EXISTING SANITARY SEWER STUB OR MANHOLE. DIRT AND DEBRIS SHALL BE PREVENTED FROM ENTERING THE EXISTING SEWER BY IMMEDIATELY INSALLING WATERTIGHT PLUGS AS NEEDED IN THE EXISTING MANHOLE. 0' 50' 100' 150' I. AIL WATFRMAN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICAT1aN5 AND DETAILS, Z MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL 3. WATERMAN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE. CLASS -52. 4. ALL FITTINGS SHALL COMPLY WITH CLAM SPEC, 261LZAA. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT_ ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR -BLUE NUTS AND BOLTS, 5, USE GATE VALVES FOR ALL APPLICATIONS LIP THROUGH 12 INCHES 6, GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 at APPROVED EQUAL GATE VALVES MUST COMPLY WITH CFAM SPEC 2611.2, C.2. 7. USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES. & BUTTERFLY VALVES SHALL BE MUELLER LINESEAL ill, OR APPROVED EQUAL BUTTERFLY VALVES SHALL COMPLY WITH CEAM SPEC. 2611.2, C.3. 9. BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL 10, ALL HYDRANTS SHALL.. BE INSTALLED 5.0 FEET BACK OF CURB. 11_ HYDRANTS SHALL BE WATEROUS 'PACER,' MODEL WB -67 OR APPROVED €QUAL, FITTED WITH Flt 600 SERIES FLEX STAKE AND PAINTED RED, 12. HYDRANTS SHALT. HAVE TWO OUTLET NOZZLES FOR 2-1/2 (Lb.) HOSE CONNECTIONS AND ONE 4' STORZ NOLU WITH PENTAGONAL NUT - 13. THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1 -FT ADJUSTMENT RANGE AND SHALL EXTEND 6 INCHES ABOVE FINISHED GRADE FULLY EXTENDED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES WHOSE WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT. 15. ALL BACK-TO-BACK TDWNHOME WATER SERVICES SHALL BE 1-0' TYPE K COPPER UNLESS OTHERWISE NOTED. ALL ROW TOWNHOME WATER SERVICES SHALL BE 1.5" TYPE K COOPER UNLESS OTHERWISE NOTED, Westwood Savona 3rd ?YWep+Eed % .+ora �... `.. r ■. r. ■ �� mhrAs w,..a rti i..,. �.�ennar Corporation Addition F� t��l'r3>ssQj Edo PrNr,e.14f5a3i{-MIA514d-dM1Ga�y.lf � ae rar,.. (eaa)aaT-a,w w+a�ee�rer Jo>V !leder 163L1'S 96LL Awe NcaTL SStdsEe 61q v wea.00dn�mis.+l�.e,< yr L>A/12f15 l�ti 493IiB - - , 3fi�s4 5rir ,Y, take Emd6 66anelob 0000565 031ITFOG,d" a» 84/29/15 shut 8 OF 21 sanitary sewer and water Main Construcdon Plan 02415 Westwood Professional Services, Inc. - I PC=13+26.506 PT=16+77.099 T T A=50113'47.7130, f R=400.000 ` ! I r /` 15TMH-23? l L=350.593 III I I •i i 9 1© CONCRETE S1BEk 8 1l NSIOE R.0 W_ (I f} r 7 p - III V ADJUST MH 1 17 �d . 17 rTl CLEAN OUT CASTING (TY� ; [J " 30"tea" .r p A-245 OTES BRAIN I ICBMH-243 AND UTILITY I a STOP ACED TO 12 CBMH-246: FJ�SQ+IENT ( .) BE PUKED ON , I .II a r f I SII i�l STREET SIGN 5 POSTS i4_ _ E} - -+ ►► 1 14 MMM AW_ K fir. rJ �g 4' CLEM T . CWH-256 - 67TH ST 1_ANE �6 CB -2 (TTlE'PO \ 4 8 13 I CBMH-248 f vv 4' CLEAN OUT 4" PERFQRA 30 29 DRAINTILEJAAyE-g }7 YClYCBMH-257 2 -247 -1- ;'\ '� OUN T I _�\ TABLE' �� \ CONCRETE k /f II IIS ��� vv GUTTER �T 4" CLEAN OUT `CB -250 WHITE 'STOP BAR 3 _ -IO' EASE4i- (� CB258 V e b �© CBMH-249 r . I CROSSWALK .E� ' \ i• F,1 �� I I I Nf. CONSTRUCT, r - 2 Ie • �+I ADJUST 20'R RAMP TYP TiP. , ' \ r'\ I f I I tw CB -250 a PC 5+82.8 SII III II � END STREET 4 ! PT -13+26.506 RNISH & INSTALL `CONST C ON �T421O2'07.6501 - (2) TYPE 111 CURB RAOIUS. O1 f'� ^T /•l - R=300.004 \ ^n % BARRICADES j4/' 7 L OOTA 5 L=743.696 - vciii vi !. � 8, CBMH-251 -.- - _ - _- _ _ , _ OU7LOT B Profile A - 15" RCP 5 O 1.ODX 1029.47 (E) = 1024-9 12"0iAl N. CBMH-243 0 1 Westwood rn... Ic5zI B3Td,5p 7699Mpr.n nrVr• rd tmj ®�rsaze na•n •nunw rw vrn� t...l vsraPw r..s.c+�m. U,....oa n r.w.1 srw... Ylc STMH-232 RE = 1015.00 IE (E) = 1004,62 IE (W) - 1011.46 2 3 3 1 I FUR Ae INSTALL (2} NO - - _ 1 _ y �OUTL_ OT DB - - - TYPE III BARRICADES INSTALL TEMPORARY DETAIL) TURN AROUND- (SEE DETAIL) STREET LIGHT (TYP-) �' A O O � N A O O B p O O O PN STA = 17}60.43 6O.00' VC 6th t. Ldine 14. PN ELEV = 1041.26 H.P. ELEV = 1039-87 2 H.P. STA =17+105.00 LP- ELEV = 1022.36 PVI STA = 1 6+75.00 L.P. STA = 12+56.14 I ELEV = 1039-12 PVT STA -12+60.00 \ A.D. _ -270% PN ELEV = 1017.51 i K = 22.20 A.D. 10.21% \ PVC = 16+45-00 m / PVT = 17+0500 K = 37,23 ao ` _EV = 1037.56-�• ELEVVC 1 \ ELEV = 1039.87 0 } ! f 0C50 _ o E STA 17+28 to;,r S u�i a Y RE = 1040-04 \y + o ^ ry IE (SW) = 1035.31 so e + 1E (SE) = 1035.31 - r CBI S` IS - STA f RE 1 1036.Q0 IE (NMI) I IE (SE) = T03O.98. ' CB -258 \ I f 118" - l8' RCP 103` - 18" RCP 99' - 18" RCP RE = 1040.04 117 - 21" RCP 122' - 21" RCP ✓ 0. 5 e.O.355 CL 5 0 O.35% 0. 5 6 0.25% IE (NE) = 1035.54 -CL 5 O 0.295 CL 5 6 O.2a1C - _ _49 51 CBMH-248 ~ � _ _ � i CBMH-2STA STA 9 55 9 C IH -257 z3' - 15" RCP - CBLIHI CBMH-246 STA 11+51 STA 10+51 - RE - + 1031.93 GL 5 O 1.00% CBMH-243 STA 13+83 STA 12+65 TRE = 1023.47 RE = 1027.56 STA 14+97 RE = 1021.95 IE (W} = 1016.58 IE (N) = 9016.8 RE - 1029.47 RE = 1024.12 JE (SW) = 1016.22 LE S 4` LE) 101015. IE (NE) 9016-58 IE (E) = 1016.8; 12`W:M. IE (S) = 1094.93 () = 1015.27 I LE (SW) = 1415:80 LE (NE) = 1416.22 � IE (N) = 1015.27 lE (NWj = 9022.78 IE (E} = 1014.93 � (N) = 1015.80 1E (NW) = 1024,98- IE (W)- = 1017.22 23' - T5" TIP IE (W) = 1O24.69 CL 5 O 1.22% CB -247 RE = 1021.95 4' 1E = 1017.98 IE (E) = 1017-45 CB -250 - RE = 1027.56 IE (SE) = 1023,06 23' - 12" RCP 0 CBUH-246 CL 5 O 1.00% 72"W.M. ! Y.ir �) V >V t.n r p,�r tj � � �✓! A #wMM[ ar..•r•++=.•�L a.e e...+rr tea r.o�u. r� ..v n. r.. r wk..r r �.. •/ls ir.r.a rr �.,. Tull. )tris D" 08/mm - U.- N. 43158 16 15 14 13 12 11 v±r w It.Fm for: L umm Corporation iE306 36171 Aveme North SuBe 600 Plym mdk U mium ola 5'6446 Call 48 Hours before digging: 811 or c1TN811.c om Camrnan Ground Allionee GENERAL NOTES: • RADIUS TO BE 8618 C, h G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB s DENOTES GUTTERLINE ELEVATION ?P AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL HE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS, *CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET S PLACED BELOW THE STREET SUBGRADE. sDRAINTILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE do EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE. *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE. *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REQUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B. SEE DETAIL SHEET 16- * ALL STREET SIGNS do POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706 - LONGER STREET SIGN TO BE PLACED • ON THE BOTTOM. IF STREET SIGN PLATES ARE THE • SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. STORM 5EAI NOTES. I- ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS. Z REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WADI THE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE, AND j STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477. 4. A 1'-0" TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "0" RING JONTS PROVIDED ON ALL STORM SEWER MANHOLES. fi- RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO Mn DOT SPEC. 3601, CLASS III, j OR AS SPECIFIED HEREIN. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL 13E CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SIDEWALK AND TRAIL NOTES: 1, BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM 11-iE PATHWAYS THROUGHOUT THE ENTIRE LENGTH. 2. TOPSOIL AND BACKFa1iING OPERAlTONS 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. DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS, 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS. 0' 50' 100' T50' 10 9 Savona 3rd Addition Cabe ELMO, mhnmfa n"565 ass Tfol 0.9 I D.ue lovv/m %.et 9 OF M Storm Sewer and Sfteet ConshucHon mm a 2015 Westw Pro d 1 /` �[, - _ .S i } nII • �/ 1 '• Call 48 Hovers before digging: V T t7 811 6r C�fN1 S11.S� / I ,/ f v / _,� ,�, - ' 'C" a �' ! `lam A Ca vn Ground Alliance S! t5 h i v 31A2orr- ov f ♦ \\ 1 "� V 41 GENEfl& NOTES: t' / �• ] V sn.ts �\ S- �.. - RADIUS TO BE 8618 C. k G. WITH 10' TRANSITION FROM . Y' *•-` .S =t2+73.984 / p SURMOUNTABLE CORE 512.9. 5r EXCDMH 91� a 1 + DENOTES COTTERLINE ELEVATION ROVE BULLCHEA Ti T I x � AT 1NTERSECrIDNS RJ -r 5M slnrtT XIX1H 6 \ L- 49 ODNNECT TO 1 *+�\\ CASTING NOTE 20 T sTn sr. we K 1 1i� .a IE=956- 4 i XF`•,• n P 0013-� �� sa'xsv" STOP SIGNS TO - -rot MH- .�4"CLE'AN,9 T m I ALL CATCH BASIN CASTINGS IN CURB SHALL 13E r .7 - (>1'P-) `•, - SUMP® 0.10 FEET AND MANHOLE CASTINGS IN ORE DRILL 4' DRAINTIILE 1 + BE PLACED ON FES -420 , , •� V H�94 ;4 I PAVED AREAS SHALL BE SUMPED 0.05 FEET. CONNECTION TO EXITING Y STREET SIL?! ` '' ` 1 �1 r \ r _ s_ RIM ELEVATIONS ON PLAN PROFILES REFLECT CATCH BASIN MANHOLE $ POSTS \ t-., 1, .`` Ou7LprAr Y - THE 91MPED ELEVATIONS. IE=980.00 fi' CONCRETE SIDEWALK - \\ 1B H 100 xo J FZ PC=2+42718 1' INSIDE R-O.W. TTP. I J 2 ` H - s CONDUIT CROSSINGS TO BE 6' CON TE SIDEWALK PT=3+91.728 ( ) \ H-4. W a PERPENDICULAR TO STREET & PLACED s 1' INSIDE R-O.W. (TMP.) I-71 k °2852ADJUST MH 3972 \ 413 � � '� s y � I BELOW THE STREET SUBGRADE. R=120.000 CASTING (TYP.) 4' CLEAN OUT - .. UST a! .II I �. s sDRAINTILE INVERT TO BE LOCATED L=149.710 RMOUNTABLL A A y ♦ y r� CONCRETE & -) arum �� O'R i` r % . r ~� 76011E TOP OF EFFLUENT STORK PIPE '+ GOITER CB -403 CBMH-4WD oUlLOTL '4 r Ac EXTENDING 3 INCHES INTO CATCH G.V. (nf.) ♦ - 1 seam ��' \ ! BASIN STRUCTURE. r "LEAN'Ooe g 1UT, snore RAuMvePa, (TMP .) . ►+ I ! *ALL STOW SEWER INS TALLED SHALL4 HAVE POSITIVE GRADE. + G CBMH-412T s r sSAW AND SEAL OF BITUMINOUS S A [r PC -7#08.378 _ PAVEMENT (40 FOOT INTERVALS) I 4 _gn 0" PT=9+47.881 REQUIRED ON ALL RESIDENTIAL MH- CBMH-407 I CL3MH-405 MH -404 r3. A-34iO17'41.d45 "+ f STREETS WITH ASPHALT GRADE B. s 1 CEI y�T m�e nav- I 4' PERFORATED • - • 2'J 1 I T 7 !! g SEE DETAIL SHEET 16. I L=239. 23 _ 1 I eT I II .. . 1 ! _ *ALL STREET SIGNS k POSTS ARE TO i H-411 OwLora 1 J '.7 P 7 T F- Is I ! I ! I R' O*OT J DF PROVIDED E1M0 BY PLATE 7Os.PER Clrr , I J 4` DRAT TILE ff,� L 1 ! 1 LONGER STREET SIGN TO BE PLACED -" THE ! s ON S 3 s SAW LENGTH, VOLUME STREETSITO3E ON J If- STREET SIGN PLATES ARE THE WIWD BOTTOM. m n m n N w m No 0 0 0 o m a n Y o m n m m v n o n -! vi N Y <4 a'3. n u3. sir N 3.F w r3. ri oSOLWALK ANO TRAIL NOTE& m rn m am a m o'er, m �m m m m m 1.T ALL STORM NSEWER AND ACCESSORIES 1000 C �y c r ''��TT 1000 1. BITUMINOUS 0 MAINTAIN SIDEWALKS POSITIVMUST ST13E AWAY MUST BE CONSTRUCTED IN H.P. E1EV = 985.26 5th St. Lane N. FROM THE PATHWAYS THROUGHOUT THE ENTIRE LENGTH. ACCORDANCE WITH THE CITY OF LAKE 2 TOPSOIL AND BACKFILLING OPERARONS MUST BE ELMO STANDARD SPECIFICATIONS AND PM ST' = +0003 COMPLETEp TO AVOID DAl1AGE TO THE BITUMINOUS 2. REINFORCED CONCRETE PIPE AND DETAILS. PN 57 39%:14 TRAILS AND SIDEWALKS. FINAL GRADE OF BACKFILL AND �IiN E7 -E'1) .13% 199`5 TOPSOIL MUST BE FLUSH WITH THE PATI{ EDGE TO AVOID FITTINGS SHA,ENTS OF CONFORM MNOOT SPEC HE 995 i' A.1). _� 6.13x FITTINGS SHALL TXNVFORM WITH THE K =' 213236 130.00 3. DIVIDE TRAPPING SIDEWALK INTO SECTIONS WITH CONTRACTION (REINFORCED CONCRETE PIPE) FOR THE JOINTS/ L.P. 1" = 975.32 GREATER THAN12 FT IN G SHALL MOT HE LESS ANY DIMENSION. APLACE 1/ 3 FT 2 3. TYPE, SIZE, AND STRENGTH CLASS 00 PRECAST HNREIN- ,n ® V - LP. STA = 6+15.003. PRECAST CONCRETE MANHOLE AND 990 '} ©' taD.op' VC INCH EXPANSION JOINT FILLER AT 50 FT (MAX) CATCH BASIN SECTIONS SHALL + m o ♦. PM STA = 5+50.00 L.P. ELEV = 96372 9 90 INTERVALS. i c.[ 0 ri PVi Ho = 975-82 CONFORM TO 11iE REQUIREMENTS OF 1 1 w A.D. = 3.35X L.P. STA = 12+00.00 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED ASTM C-477. PVI STA = 11+50.00 AT ALL INTERSECTIONS. n K = 3&3.5 4. A 1'-p' 70 1'-4' MANHOLE SECTION > 1 T s 130.00' VC H.P. EV= 973.89 PN ELEV = 963.37 SHALL BE INSTALLED UNDER THE CONE 9� o >u > > H.P. STA = BLOO-DO AD. = 2.68% PA CA P/L SECTION TO ALLOW FOR HEIGHT 1 � L5' RCP o PN STA i 8+50.00 K = 37.36 3d 3[Y ADJUSTMENT WHENEVER POSSIBLE a CL 5 O'2.74% '� PVC = t1+0070 985 % - r3. PVI ELEV = 973.50 5. JOINTS OF MANHOLE RISER SECTIONS 2� m n � - _ A.D. _ -2fiO% PVT = 12+00.04. SHALT BE TONGUE AND GROOVE W1TIT a �1 38.41 ELEV = 965.06 n' s' ta[T u' t4' s' tt` RUBBER 'O' RING JOINTS PROVIDED ON 100.00' VC ELEV =96372 -.'rE -': `'o_ ALL STORM SEWER MANHOLES. { rjx ; > / 1 ,ti o .a + s' 1.ff 6. RIP -RAP SHALL BE HAND -PLACED 980 CgyH_4O9 �� �� o 98Ci -:" ' .`• `' OVER GEOTEXTILE FABRIC AND STA 3+23 a W 1 n O a4 -p; I CONFORM TO MnDGT SPEC. 3607• RE = 984.17 -� 1 46' -- 21" RCP ro °° 0 52' - 18' RCP - 2_SX CLASS 3.11. OR AS SPECIFIED HEREIN. It (5W) = 979.72 122°7-.15-a o a0 CL 5 O 1-19% E (E) = 979.72 f(3 !-� �, CL 5 :O 0.22% 1 61' - 24' RCP o m 29' - T5' RCP 7. THE GEOTtiHTILL FABRIC USED UNDER SOEw4[lt RFP -RAP SH/J1 EXTEND 3 FT UNDER CL 5 O 0.18X e. rr 4DEWAIX THE APRON. 975 CBMH--467 Y.7OX > �` } CL 5 O 2.85X STA 3+77 �; � - -O"77% o_ 1 1 975 aDNTAB[E $. FURNISH ANDON ALL LARED INSTALL TRASH WARDS BEGIN CONSTRUCTION RE = 98251 I S O > > > S 51H ST LAME N. CURD AND GUT1FTt 9. ALL SILT SHALL BEOCLEANED OUT T�+L FROM THE RIP -RAP AT THF END OF AT 1+60 IE (It E) =- 975.63 sfix �! �11� �� a W ' 1 C 5 _ 249% THE PROJECT. It (S} - 975.63 I CBMH-406 970 r - e�k.M �R 97752 CL 5 21' a.z1% CL 5 0 24" .18% � !' 97D IE (W) = 973.07 - iE. (E) = 973.07 -A g. 339y2 ~ '7 RE = 97 97 CBMH-404CBMH-410 CHWH-411A CBMH-411 4' LE 7.59 s2 - 965 STA 5+77 STA 6+47 STA 6+89 STA 7+� IE (W - _ _ - _ - 965 s= 76 i RE = 375.29 RE 974.65 RE - 973.50 RE = 973.63 It (N)' = O. (;WH -100 - '5 O It (W) = 970.82 It ( ) = 967.44 4- FE - 967.87 4- ♦£ - 967.70 IE (S) - 967-06 STA 9+83 Z$9X 87,, CO-403IE (E) = 967-59 It ( ) = 967.44 It (NW) = 967.34 It {W) a 967.17 RE = 96&61 15' RCP RE = 97 n CL 5 O 1_00% E (S)967.59 It (E) = 967.34 It (E = 967.17 It (NYE) = 963.63 960 = 970.51 I (NE) = 963.63 CB_408 CL 5 O 1.22% 23` - 15' R A ,1, + 5 I 960 RE = 987 00O 1r2 1 - CB10L-447 I CL 5 E ( E = 9961.83 'r IE = 977.03 It {E) 96LB3 -i r----- It (N) = 976.50 II 73.• _ 75' RCP E ST 10+86 955 CI -5 O i.00 _ REI = 965.37 .. 955 CB -101 CBMH-100 4 IE = 961.21 H-43 CB -4U5 RE = 965,61 _ IE W) =960-68 RE 964.52 RE = 971.86 It (SE) = K4__ FE (N) = 960.64 4' lE =968.83 CBMH- - - - 3.E (NE) - 957.00 950 It (N) = 968.30 08-w M. IE (SE) _ 960.64 IE (S) = 959-81 950 3 4 5 6 7 8 9 10 11 12 Westwlaod_- ane .�. IM)avrs,so rsssw,.e.e..o . ea..ftwr , 5 I•enriar Corporation FR ;as�a+rsaR m71r71s e.�e a mn,. tewt wra,x rre...Wnm. join aea.9v �` Pl4. 75306 36t3. Atnsoe Neth Suite 600 rr..e..od n.A.d.ol I w[. DO. OBILMA5 u� 4935B - - `/ro-ft klqa� - Plymouth, miusae[loli 56116 (1110 J J ILifimscmw �F Ila! [ma1E'a9�1E�M� �I 51H ST. LANE N. TINWAL 0' 50' 100' 0 SSTF02.dwg �61TT0565.OF Savona 3rd D" '� 21 sin Sewer Addition and Street Construction Labe Elmo, ltdham orb Pi" 02015 Westwood Professlonol Services, Ina II 1 ----------------------------------- �- - - Private Drive 14 CB-4O9A RE - 988.68 ..: 4' IE - 954.71 IE (NE) = 984-18 9a y O U� CMH -409 RE = 984.17 IE (SW) - 979.72 IE (E) = 979.72 Private Drive 15 H.P- ELEV - 982.57 HP- STA = 1+9O.DU +n PN STA - Tt65.DO PN ELEV = 981A9, \ AD. = -3.31& \ n ELEY 9r73-.-0 ! 50 -DO' Vd \ w0. i m H.P. ELEV = 987.85 n i0 - SO HP, STA = 1+90- / O 'PVI STA = 1+'S. ' n o lP41,ELEV = 987. m a / A, K� 14.70 SO.t3D=VC cn _+ IF (E) = %7.34 ���ar^ y.N a J IL a W f f O � s> sox - CL 0- a CB-4O9A RE - 988.68 ..: 4' IE - 954.71 IE (NE) = 984-18 9a y O U� CMH -409 RE = 984.17 IE (SW) - 979.72 IE (E) = 979.72 Private Drive 15 Private Drive 16 H.P- ELEV - 982.57 HP- STA = 1+9O.DU +n PN STA - Tt65.DO PN ELEV = 981A9, 1M T AD. = -3.31& \ n ELEY 9r73-.-0 K = 15.121 50 -DO' Vd \ w0. \ m - SO -- / O 0.Go% - + 00 o _ at n + m a RE = 973,50 4' LE = 967.87 > s 4 W _+ IF (E) = %7.34 ���ar^ y.N a J IL a W f f Private Drive 16 STA = 1+00-28 R FV = 974.82 O 1 2 3 0 1 2 970 970 .,.r...�.......=, arsi . - • - d � � �.w a r� wR.w..�.a�rN..w a.rt s faG • _ O.A2,'5 �,..b - - Lmrw Corporation r: Iasx1®xrseaz ee.nvwn+.uKww o.. � T.F.. cmel wa,sn�d »_4 iTAYIe Illim 961 Avenue NW& 9mlie 68D vr.e.moA Fml-Imd 7r" b. Dr OV" V_1, 4495e -''-- - nywouirk MW=mft 5TM46 Cdl 48 Hours before digging: 811 or caM811.com Common Ground Nlioncc (GENERAL NOTES: • RADIUS TO 13E 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTAHI.E CURB + DENOTES GUTTERUNE ELEVATION ,�,`p AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL 13E SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0-05 FEET - RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. s CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET Sc PLACED BELOW THE STREET SUBGRADE. s DRAINIILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE & EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE_ *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REQUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B. SEE DETAIL SHEET 16. *ALL STREET SHGNS k POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706. LONGER STREET SIGN TO BE PLACED • ON THE BOTTOM. IF STREET SIGN PLATES ARE THE + SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. STORM -SEWER NOTES+ 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS 2. REINFORCED CONCRETE PIPE AND FITRNGS SHALL CONFORM WITH FHE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE:, AND STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477- 4. A T' -U' TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER `O' RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6. RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, CLASS L31, OR AS SPECIFIED HEREIN. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT TINDER THE APRON. 8- FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT, SIDEWALK AND TRAJI_ NOTES- 1. BITUMINOUS TRAILS AND 'SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE 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- DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS, 4, CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS 965 960 3 0' 50' /OD• 150' 0000565 035V03.dwg Savona 3rd neh` 041"I5 sb-& 17 (w 21 j Cons&ucti(m Sty Sewer 1e d4fifion and Street Labe Elm0, T6mmw Pian PVI STA = 1+36.00 1M T ELEY 9r73-.-0 > w0. - SO -- 0.Go% - CBM" -411A RE = 973,50 4' LE = 967.87 IF (NW) = 967.34 IF (E) = %7.34 STA = 1+00-28 R FV = 974.82 O 1 2 3 0 1 2 970 970 .,.r...�.......=, arsi . - • - d � � �.w a r� wR.w..�.a�rN..w a.rt s faG • _ O.A2,'5 �,..b - - Lmrw Corporation r: Iasx1®xrseaz ee.nvwn+.uKww o.. � T.F.. cmel wa,sn�d »_4 iTAYIe Illim 961 Avenue NW& 9mlie 68D vr.e.moA Fml-Imd 7r" b. Dr OV" V_1, 4495e -''-- - nywouirk MW=mft 5TM46 Cdl 48 Hours before digging: 811 or caM811.com Common Ground Nlioncc (GENERAL NOTES: • RADIUS TO 13E 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTAHI.E CURB + DENOTES GUTTERUNE ELEVATION ,�,`p AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL 13E SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0-05 FEET - RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. s CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET Sc PLACED BELOW THE STREET SUBGRADE. s DRAINIILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE & EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE_ *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REQUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B. SEE DETAIL SHEET 16. *ALL STREET SHGNS k POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706. LONGER STREET SIGN TO BE PLACED • ON THE BOTTOM. IF STREET SIGN PLATES ARE THE + SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. STORM -SEWER NOTES+ 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS 2. REINFORCED CONCRETE PIPE AND FITRNGS SHALL CONFORM WITH FHE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE:, AND STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477- 4. A T' -U' TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER `O' RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6. RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, CLASS L31, OR AS SPECIFIED HEREIN. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT TINDER THE APRON. 8- FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT, SIDEWALK AND TRAJI_ NOTES- 1. BITUMINOUS TRAILS AND 'SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE 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- DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS, 4, CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS 965 960 3 0' 50' /OD• 150' 0000565 035V03.dwg Savona 3rd neh` 041"I5 sb-& 17 (w 21 j Cons&ucti(m Sty Sewer 1e d4fifion and Street Labe Elm0, T6mmw Pian 02015 Wwtarood Professional Services• Inc Private Drive 17 PVI STA = 4+ PN ELEV = 9 [l I PVI STA = 1+00.00 PVI FIEV = 972105 PYA STA = 2+15.00 a PVI ELEV = 971.76 SIO' - 24" RCP CL 5 • 0.20% r CB -417 t68' - 24" RCP l RE m s7v.41 CL 5 • a.27% / 4` IE= 967.3) IE (SE) = 966.84 RE E 9 11 CBMH-415 -= 972 44' - 15" RCP' RE = 971.00 IE (SE) _ CL 5 O 1.01% IE (S) = 966.49 IE (N) IE (SW) r 966.40 IE (NW) - 96610 1 2 3 4 3 e: :7 e; ADJUST i 1 Private Drive 18 N n m s I e! 7 I } CB -4T3 = 9 n r a � 1 s > 3O I'IWF1E OFnE .W2,Aa Pnbr! Pw [am,•.b u~r w - SPM STA = 1+25.66 S S a o � a �PN ELEV = 969.97 3 e: :7 e; ADJUST i 1 Private Drive 18 2 3 4 Private Drive 24 54,70 N n m 50.00' VC 56..9 a o } CB -4T3 = 9 n r a � 1 s > n w .W2,Aa Pnbr! Pw [am,•.b u~r w - SPM STA = 1+25.66 S S a o � a �PN ELEV = 969.97 m 2 3 4 Private Drive 24 54,70 50.00' VC 56..9 985 IE (S) = 967.06 CB -4T3 = 9 13 -BO 23• - 24" RCP LP, FLEV = 972.50 CL 5 J1111.0_26% IE (NW) = 967.00 980 .W2,Aa Pnbr! Pw [am,•.b �s Q� -� n n LP. STA = 5+23:03 m N4ir..*r hw.k W 1-1m Wt l%ft 01"e" - Pk 4-M r- rj PH STA = 5+10.00 o ri o c m PN EI_EV = 972.34n T" AD. = 3.56x a, u 0 m A K = 14-06 # 980 I I a PVC = 4+65-00 I ? 975 r,1 A ; N PVT = 5+35.00 ELEV = 973.02 N W F Gi a E7_EV 972,55 CL 64' - 15" RCP 975 a. `CL 5 O 1.00% 970 -'= 97210IF = 96&23t4R . IE (N) =967.70 166.94 rcc = ar<.y,r '167:06 IE (N) = 967.06 56..9 IE (S) = 967.06 CB -4T3 = 9 • 23• - 24" RCP IE 96 E (S) = 7.OD CL 5 J1111.0_26% IE (NW) = 967.00 L„ennar Corporation 5 6 7 7 PVI STA = 4+46.43 PN ELEV = 969.60 / PVI ELEV = 069.94- 1 69,94 1 2 3 4 4 Call 48 Hors before digging 811 Of CXIN$i1.COftl Common Cro nd Affiance GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERUNE ELEVATION ,v!g' AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0,135 FEET- RIM EELRIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS, * CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET & PLACED BELOW THE STREET SUlElGRADE- *DRAINTILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE & EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE, *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE. *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REOUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B. SEE DETAIL SHEET 16. *ALL STREET SIGNS & POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706, LONGER STREET SIGN TO BE PLACED , ON THE BOTTOM. IF STREET SIGN PLATES ARE THE * SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. STORM BOWE NOTES' 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMD STANDARD SPECIFICATIONS AND DETAILS 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE. SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. 3_ PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477. 4. A 1'-0" TO 1•-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE PATH RUBBER "0" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES_ 6_ RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 36131, CLASS 111, OR AS SPECIFIED HERON. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SIDEWALK AND TRAIL NOTES' 1. BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE 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 BACKEILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID TRAPPING WATER. 3. DIVIDE SIDEWALK [NTT) SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION, PLACE 112 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS, 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS 0' 50` TOO' 150' 0000565035TF04 dwq Savona 3rd D*'` 04'"5 m -t 12 OF 21 Storm Sewer Addition and �,�rStreet CoiWLuctkm ][abr 81mo. EL3mao4 Plan rl.rlr * 1'rrr7 L tf'f#i • °'^�naa,� ,s Ia�I1F„�Y� ,a..w.r,.am* L„ennar Corporation .W2,Aa Pnbr! Pw [am,•.b �s Q� -� Fr I95819aT4iaY4 EMn 9�r.iHa, Wi a•, raR.. Iwlear.eraa T6905 3680 Aveme NT=& Sufte 600 1� ]lads N4ir..*r hw.k W 1-1m Wt l%ft 01"e" - Pk 4-M w T3✓It irN� 14 bu=wsma SH46 Call 48 Hors before digging 811 Of CXIN$i1.COftl Common Cro nd Affiance GENERAL NOTES: • RADIUS TO BE 8618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB + DENOTES GUTTERUNE ELEVATION ,v!g' AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0,135 FEET- RIM EELRIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS, * CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET & PLACED BELOW THE STREET SUlElGRADE- *DRAINTILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE & EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE, *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE. *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REOUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B. SEE DETAIL SHEET 16. *ALL STREET SIGNS & POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706, LONGER STREET SIGN TO BE PLACED , ON THE BOTTOM. IF STREET SIGN PLATES ARE THE * SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. STORM BOWE NOTES' 1. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMD STANDARD SPECIFICATIONS AND DETAILS 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE. SIZE, AND STRENGTH CLASS SPECIFIED HEREIN. 3_ PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477. 4. A 1'-0" TO 1•-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE PATH RUBBER "0" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES_ 6_ RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 36131, CLASS 111, OR AS SPECIFIED HERON. 7. THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SIDEWALK AND TRAIL NOTES' 1. BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE 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 BACKEILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID TRAPPING WATER. 3. DIVIDE SIDEWALK [NTT) SECTIONS WITH CONTRACTION JOINTS. SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION, PLACE 112 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS, 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS 0' 50` TOO' 150' 0000565035TF04 dwq Savona 3rd D*'` 04'"5 m -t 12 OF 21 Storm Sewer Addition and �,�rStreet CoiWLuctkm ][abr 81mo. EL3mao4 Plan C2015 Westwood Professional Services, Inc. Private Drive 22 A ri A �In A H.P- STA = 3+5%00 rnm NN mw �h mm PN ELEV = 967.80 C, 0 AD. = -4:79% 0 K = 10.00 K = 10.44 PVC = 2+50'40 ro + ELEV = 967.67 + ELEV = 961148 a M w H .P_ ELEV = 967.95 A H.P- STA = 3+5%00 H.P. STA i 2+80.00 T PIA STA = 3+34.00 PVI STA = 2+65570 ro PN ELEV = 967.80 PVI REV = %&30 A 1 > AD. = -4:79% K = 10.00 K = 10.44 PVC = 2+50'40 PVC = 3+09.00 S a. a a ELEV = 967.67 PVT = 3+59-00 rci ELEV = 961148 S o N ELEV = 967-95 r 0. 0. e (A W m n + + N S 5 0.84% o. .a % W u7 W S f �607G 1 \ �1 4 ti\ \ 5 50.00• VC H.P. ELEV = 967.59 H.P- STA = 1+85.00 PN STA = 2+10.00 RVI ELEV = 967.44 ATI. = -4.665- K = 10.73 PUC =1+a5.00 PVT = 2+35.00 ELEV = 967.59 ELEV = 966.13 STA = 1+00.00 ELEV 968.]0 IB 7 Private Drive 25 a a r \ 5� / y RED_ E =965.95 IE (} = 961.45 i e 2 3 4 5 L � ;\ }' ✓ f �•`` �, SEtR1I0UNTABL CONCRETE & GUTTER O A 1{- m S Private Drive 19 30.00' VC LP- ELEV = 966.55 L.P. STA = 2+1200 PN STA 2+27.00 PN n rV = 966.70 A.D. = 3.20x K - '9.37 1 PVC = 2+1200 PVF = 2+4200 J ECFV = 966.55 ELEV =967.33 50.00• VC 30.00' VC o H .P_ ELEV = 967.95 H.P_ a" = %&48 H.P- STA = 3+5%00 H.P. STA i 2+80.00 T PIA STA = 3+34.00 PVI STA = 2+65570 ro PN ELEV = 967.80 PVI REV = %&30 A 1 > AD. = -4:79% K = 10.00 K = 10.44 PVC = 2+50'40 PVC = 3+09.00 S a. a a ELEV = 967.67 PVT = 3+59-00 rci ELEV = 961148 ELEV = 966.45 o N ELEV = 967-95 n. wS 1 d e m n + + N % % W u7 W S S �607G a a r \ 5� / y RED_ E =965.95 IE (} = 961.45 i e 2 3 4 5 L � ;\ }' ✓ f �•`` �, SEtR1I0UNTABL CONCRETE & GUTTER O A 1{- m S Private Drive 19 30.00' VC LP- ELEV = 966.55 L.P. STA = 2+1200 PN STA 2+27.00 PN n rV = 966.70 A.D. = 3.20x K - '9.37 1 PVC = 2+1200 PVF = 2+4200 J ECFV = 966.55 ELEV =967.33 a PVI STA = 1+11.67 - PVI ELEV = 9656 6 - - - - 1.D0X K= _ y �- ~i5' R CB -97 • IS RCP 68' - RE = 967.60. CLQ O 1.00% CL 5 00-64% 4- IE = 963.13 IE (NE) = 962.60 CBMN-94 ~' CBM11"`� CRE = 96 967.90 69' -" 15'- RCP rr' RE = 965.37 - '1"''W 4' IE = 962.45 ai5-@ �-wx''- 4' IE = 961.21 IE (NN9 .48/a lE-(';119-ew:4z - r IE (W) = 960.65 IE (N) =967.92 IE (N) 960.64 ' IE (SE) = 960.64 \� 0 1 2 3 4 5 01MOT J - I I ? f�DF o 30.00' VC o m o H.P_ a" = %&48 i(NTItE f' H.P. STA i 2+80.00 T PVI STA = 2+65570 ro A A PVI REV = %&30 A 1 > A.O..= -3.00% K = 10.00 PVC = 2+50'40 S PVF = 2+80.00 u.. S a. a a ELEV = 967.67 ELEV = 961148 a PVI STA = 1+11.67 - PVI ELEV = 9656 6 - - - - 1.D0X K= _ y �- ~i5' R CB -97 • IS RCP 68' - RE = 967.60. CLQ O 1.00% CL 5 00-64% 4- IE = 963.13 IE (NE) = 962.60 CBMN-94 ~' CBM11"`� CRE = 96 967.90 69' -" 15'- RCP rr' RE = 965.37 - '1"''W 4' IE = 962.45 ai5-@ �-wx''- 4' IE = 961.21 IE (NN9 .48/a lE-(';119-ew:4z - r IE (W) = 960.65 IE (N) =967.92 IE (N) 960.64 ' IE (SE) = 960.64 \� 0 1 2 3 4 5 01MOT J - I I ? f�DF .b 4 1 i(NTItE f' I Call 48 Hours before di99in9= 811 or c aN8il.com Gammon Ground APtonce GENERAL NOTES: • RADIUS TO BE B618 C. & G. WITH 10' TRANSITION FROM SURMOUNTABLE CURB s DENOTES GUTTERLINE ELEVATION AT INTERSECTIONS CASTING NO ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED U-10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPEO 0.05 FEET- RIM EETRIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS • CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET & PLACED BELOW THE STREET SUBGRADE. * DRAINTILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE & EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE. *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REQUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B. SEE DETAIL SHEET 16. *ALL STREET SIGNS & POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706 - LONGER STREET SIGN TO BE PLACED ON THE BOTTOM. IF STREET SIGN PLATES ARE THE • SAME LrNCTH. THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM. STORM SEWER NOTES: L ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELIO STANDARD SPECIFICATIONS AND DETAILS. 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MNOOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, S1Z€, AND STRENGTH CLASS SPECIFIED HEREIN. 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477. 4_ A 1'-O' TO 1'-4' MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE MATH RUBBFR '0' RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6. RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC. 3601, CLASS III, OR AS SPECIFIED HEREIN. 7- THE GEOTE(TILE FABRIC USED UNDER RIP -RAP SHALL D(TEND 3 FT UNDER THE APRON. S FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SIDEWALK AND TRAIL NOTES: * BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE 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. DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS, SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS. 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS. Westvuloc�d "•.,-or wObF._Ew.by_.�wq - Savona 3rd w� rw r ` r r r raw• mh•hs �n.�l�w=m • Miuq I Ir3i-yib0 icvYlwu.onPrnn 8dk s Ll mr= Corporation Ad(fitxon Fw153m ®aTyezz EMn PrWde.MN5554 mhzhs anW �m..nws Tanw tm)"741W wrw•q..0 JoL 1lsdee �W nR 36705 '36th A►enm 11 m& Sulb: 6W wr e•an•7.1®Iswdl we OL1;245 � 43M F`�y�` - Plylmood>;, Atraaemm SSW Iske EhM, bll]MU oh O 5D' ADO' [50' 0D00565,035TF05_dwg D.te W22/15 66iek 13 OF 21 StImm �+� µ % er md.7 Qt ConshucHon Plan a 2015 Westwood Professional Services, Ina 1 FES -470 -W 24" RG APRON w GUARD ' - 9.2 Cle. CL 3 RIP RAP 4.6 C.Y. FILTER MATERIAL Private Drive 20 50.00' VC H.P. ELEV = 965.56 PVI STA = 4+63.25 PV1 SFA = 1+DO:O0 HLP. STA = 3+65.12 PVI ELEV = 961.60 PVI STA = 3+90.12 PVI ELEV = 971.54 PVI ELEV = 965.00 _ A.D. = -3.62% PN STA = 4+44.85 _ PVI STA = 1+10.43 K = 13.81 PN ELEV = 961.80 PVI ELEV = 971.23 PVC = 3+65.12 \ - PVT.- 4+15.12 \ -273z FLEV = 965.56 ELEV - 963.54 1 CBMH-415 STA 1+15, � \ RE = 971.00 e1 4" IF = 967.112 I C84H-B/it '� 1 IF (S) 966,49 STA 2+14 \ I•�4' _ T5, 1 IF (SMI) = 966.40 I RE = 968.51 �� RCPCt IF (NW) = 966.40 J 4" IE - 964.50 �I S e I.a3z IF (SE) = 963.97 '+ ItAIE (NE) = 963.97 3 6 4 IE = 962.33 1 IF (SW) = 961.33 TE (ME) . T 961.30. I I IF {SE}6 1Q 50 0.99% VIII I 0 1 2 Westwood m 06.1.141W F. '5n 073tZ1 E4 Pr .,NI6 Tl_ 16561631.5150 wewdRao. w.ema n6rrraes..I�, k.. 3 4 1 CBMH-84 STA 4+20 RE - 962.85 IF (SW) = 95&.35 IF (NE) = 956.64 I E(S)-95&35 5 5 I V+b/w¢1M 0676"+ rw� bsrsirW - m Jan Ilsdt __ r ORAZI5 4M - 19' - 15" RCP CL 5 0 2.53% CB -87B RE = 965.93 CEW-86 4"- IF = 962.31- SEE LEFT IF (NW) = 961.78 I I 19' - 15" RCP CL 5 0 2.53% CB -870 HE = 969.00 CBM" -87C 4" IF = 964.98 SEE LEFT IF (NW) = 964.45 26' - 24' RCP CL 5 O 0.31% o3' - 24" RCP CL 500- 31 % FES -429 CBMH-416 CBWH-415 RE = 969.42 - -RE = 971.74 SEE LEFT IF (NE) = 966.00 4" IF = 966.85 IF (NE) 966.32 IF (SW) = 966.32 Iaennar Corporation 15305 961h A*emae blarth Sane 600 Flylmoaeq, MknamtE 554 6 Coll 48 Hours before digging; 811 or coMl.com Common Ground Alliance GENERAL NOTES: • RADIUS TO BE 6618 C. & C. WITH 10' TRANSITION FROM SURMOUNTABLE CURB t DENOTES GUTTERUNE ELEVATION %N�p AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL HE SUMPEO 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPFD M05 FEET, RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. *CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET & PLACED BELOW THE STREET SUBGRADE. s DRAINTILE INVERT TO HE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE h EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE. *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE. *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REQUIRED DN ALL RESFDENIIAL STREETS WITH ASPHALT GRADE B, SEE DETAIL SHEET 16. s ALL STREET SIGNS h POSTS ARE TO BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706_ LONGER STREET SIGN TO BE PLACED • ON THE BOTTOM. IF STREET SIGN PLATES ARE THE . SAME LENGTH. THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM, 51" SEVER NOTES 1. ALL. STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WTH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS, 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE. SIZE, AND STRENGTH CLASS SPECIFIED HEREIN - 3. PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477- 4. A f-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5, JOINTS OF MANHOLE RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "O" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES 6. RIP -RAP SHALL BE HAND -PLACED OVER GEOTEXTILE FABRIC AND CONFORM TO MnDOT SPEC_ 3601, CLASS III, OR AS SPECIFIED HEREIN_ 7- THE CEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. 8. FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED END SECTIONS. 9. ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THE PROJECT. SIDEWALK AND TRAIL NOTE5: 1_ BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE PATHWAYS THROUGHOUT THE ENTIRE LENGTH. 2. TOPSOIL AND BACKETLUNG OPERATIONS MUST BE COMPLETED TO AVOID DAMAGE TO THE BITUMINOUS TRAILS AND SIDEWALKS. FINAL (MADE OF BACKFILL AND TOPSOIL MUST BE FLUSH WITH THE PA1H EDGE TO AVOID TRAPPING WATER. 3. DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS_ SPACING SHALL NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 INCH EXPANSION JOINT FILLER AT 50 FT (MAX) INTERVALS. 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED -A/+ AT ALL INTERSECTIONS. 4' 50' 100" 150' Savona 3rci Take mismo. IIIii>mmaIla 0090565.075TFOt. d -4I i> a4fil/15 � 14 air 21 Sk= Sewer /a--n��d stree..�,t.. W LF. m pM 02015 Westwood Professional Services, Inc fr J . \ CORE DRILL & / d' .iUMNLUIlu . EX STMH-51 }y r4rda- VW �- r ----- �/- 6TH ST LANE _ "' m 3 p OCS-424 I 11 EX STMH-51 \6l 422 Rpl 4 STM 425 I 5 lb FUS/42.3 ►► 4 .� �] 15 RC AP ON 47 � R w ASH D �' b 4.9 C.Y CL 3 R� PI 4- OUMOT ✓ - j 2:4 C.Y. FILTER MATERIALRI } r] / �f a R �.CBMH-254 L I � \. aU2arc FE' S-421 I g � 36" RC APRON w/TRASH GUARD /15.8 C.Y. CL 3 RIP RAP- ' p CB-255 nnn 7.9 C.Y. PLTER MATERIAL 18 r CBMH-252 6 CB- 27 44 - � CBMH-25A 0 - S, ©UTLOT A °° a CB-2 OT 19 �Jg I #II �_ ��_�� : I OLITL>, a j off 98o PROFILE B 980 40 PROFILE A 975 975 1035 1035 f 970 90 OCS-,70 970PROF 1430 ILE D 1030 IE (NW) - 962.22 965 _ - - - - ` 965 965 960 1025 1025 12"1V.M- i ` J ✓ 78' - 12" RCP 0 g:15x 960 960 FES-421 CL 5 6 2.76X _ -RE = 964.17 955 1QQ 15 TIGp 39' - 36RCP IE (SE) = 962.00 t� f $6 /� 18" RCP 1420 CL 6 0 0-X COL427 GL 5 O 0.26X 730' - l5" RCP CL 5 O Q:35X - . _ CB-255 B 0- STMH-426 I (N) _ RE = 1026.70 955 955 tib- RE a.� 9615b9615b015 ICBM"-252 CBMH_25,1 IE (S) = 1022.20 4 1 2 2 954 th9 _ _ -- _ --E- 955.50 CBMH-251 - - TRE.=.1027.20 RE - 1022-50 1015 IF (NE) = 955-50 RE = 1031-93 (NE) 1017.51 IE (N) = 1017-97 PROFILE „ �� R� STWH-425 IE (N) = 1016.83 (S) = 1017.31 IE (SW) = 1017.47 980 E 9 �i 69 � a 36tx RE - 953.80 IE {E) = 1016.83 (1Y) = 1022.75 945 M ° - 5 (SW) = 0.00 i , IE (E) 950.0.00 1014 29' - 15" RCP,Q Q �� LX SIM"-sl CL 5 • 5.9474 EX RE = 949, 71 97$ ! 975 PROP. IF (W)= 947-50 CB-253 940 u EX T {S) 941.5F, RE = 1029:00 1005 IE (E) = 1424.50 1005 - 3 2 1 974 OC$-424 970 CBMH-252 RE = 967-20 SEE ABOVE IE (SWT) - 964.20 1000 1000 Q 1 2 3 4 5 965FES-423 965 RE =968.67 IE (NE) = 966.50 28' - 15" RCP CL 5 4 -8.25X 960 964 0 1 2 Westwood PAY m Lennon Corporation �Nvr {v3zY®iT-S13e ie49 P+a9�Qrl.s ee/�x/R R"rw�rti a..".,e, n_ PPW r.. tasxl exrsev ewn rwr.. rp suw UM W& Ave®e Nm& She 600 T�F� Ceey en-Sita raseega� ]oiM lY�t� 1M.e.sd SwM4a Fe D k lb- Nr _ 43M 1.� osle�trAlr Wffimmmota 5lif41i Cdr 48 Hours before digging: 811 or caMI"corn Common Ground Affiance GENERAL NOTES: • RADIUS TO BE B618 C. & G_ WITH10' TRANSITION FRTMA SURMOUNTABLE CURB a DENOTES GUTIERLINE ELEVATION AT INTERSECTIONS CASTING NOTE: ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.10 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN PROFILES REFLECT THE SUMPED ELEVATIONS. *CONDUIT CROSSINGS TO BE PERPENDICULAR TO STREET do PLACED BELOW THE STREET SUBGRADE. s DRAINTILE INVERT TO BE LOCATED ABOVE TOP OF EFFLUENT STORM PIPE h EXTENDING 3 INCHES INTO CATCH BASIN STRUCTURE. *ALL STORM SEWER INSTALLED SHALL HAVE POSITIVE GRADE *SAW AND SEAL OF BITUMINOUS PAVEMENT (40 FOOT INTERVALS) REQUIRED ON ALL RESIDENTIAL STREETS WITH ASPHALT GRADE B, SEE bETAIL SHEET 16. • ALL STREET SIGNS & POSTS ARE To BE PROVIDED BY DEVELOPER PER CITY OF LAKE ELMO DETAIL PLATE 706. LONGER STREET SIGN TO BE PLACED . ON THE BOTTOM. IF STREET SIGN PLATES ARE THE SAME LENGTH, THEN HIGHER VOLUME STREET SIGN TO BE PLACED ON BOTTOM, STORM SEWER NOTES: I. ALL STORM SEWER AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO STANDARD SPECIFICATIONS AND DETAILS. 2. REINFORCED CONCRETE PIPE AND FITTINGS SHALL CONFORM WITH THE REQUIREMENTS OF MNDOT SPEC 3236 (REINFORCED CONCRETE PIPE) FOR THE TYPE, SIZE.. AND STRENGTH CLASS SPECIFIED HEREIN. 3, PRECAST CONCRETE MANHOLE AND CATCH BASIN SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-477. 4- A 1'-0' TO V-4" MANHOLE SECTION SHALL BE INSTALLED 965 UNDER THE CONE SECTION TO ALLOW FOR HEIGHT ADJUSTMENT WHENEVER POSSIBLE. 5. JOINTS OF MANHOLE. RISER SECTIONS SHALL BE TONGUE AND GROOVE WITH RUBBER "o" RING JOINTS PROVIDED ON ALL STORM SEWER MANHOLES. 6, RIP -RAP SHALL BE HAND -PLACED OVER GEOT"TU 964 FABRIC AND CONFORM TO MnbOT SPEC- 3601, CLASS 111, OR AS SPECIFIED HEREIN. 7, THE GEOTEXTILE FABRIC USED UNDER RIP -RAP SHALL EXTEND 3 FT UNDER THE APRON. S. FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED ENO SECTIONS. 955 9- ALL SILT SHALL BE CLEANED OUT FROM THE RIP -RAP AT THE END OF THF PROJECT. 9-20 956.0c SIDEWALK AND TRAIL NOTES: 950 1. BITUMINOUS TRAILS AND SIDEWALKS MUST BE CONSTRUCTED TO MAINTAIN POSITIVE DRAINAGE AWAY FROM THE PATHWAYS THROUGHOUT THE ENTIRE LENGTH. Z TOPSOIL AND BACKFILLING OPERATIONS MUST BE COMPLETED TO AVOID DAMAGE TO THE BITUMINOUS TRAILS AND SIDEWALKS FINAL GRADE OF BACKFILL AND 945 TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID TRAPPING WATER 3. DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION JOINTS SPACING SHALL, NOT BE LESS THAN 3 FT NOR GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 INCH EXPANSION JOINT FILLER AT 50 FE (MAX) 940 INTERVALS. -- 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED AT ALL INTERSECTIONS. p" 56' 100' 150' 0 womb ass If u d.q Db.�%ZJ �1J She ] et � DP 21 Savona 3rd Baia Rom Addition sewer Construction Ia1.ie Elmo, hannem a Plan 0 2015 Westwood Professiand Services, Inc iu.c:,a eEct MNuL•W WTERIAL 9EI1JN 1 W& iREG 'RAF._ � 4 h• � v EARTH EOUNi1ANON PIPE FOUNDATION DETAILS w_—tl]], . CITY OF LAKE ELMO R -ED kEe EI i'° 9 p TE#YY K .... E.., va. R 5}' CN S 4µ_4b0`• E �—•, (. use _ 9 c �� 4 9EIk, VSWL+II.S Nc rv'S•',E h44[ �� EUS+'mnF su9 G ..9FS M1 _ 9` I�9 P Y4• Wmi0,5 P.. _5, I: WATERMAIN OFFSET CITY OF LAKE ELMO IiiE ` , CITY OF LAKE ELMO GRANULAR MATERIAL BEDDING METHOD "', . ,c : ar, 'Tn r -r, L I CITY OF LAKE ELMO r . SEA: ON < A rlE'�r.E WA,ERTYN -x[. YY ••e mrn xw,.rn a,srj 3uvt+ s•„ Y nr.•fd. Je^,• SANITARY SEWER MANHOLE. TYPE 301 mKL'ARY 915 CITY OF LAKE ELMO 1PNE ,ae, CITY OF LAKE ELMO 1�weJc.,A �a.[t .+.r... ! .•an+o11 T I aW 4: p E ..a TYPICAL HYDRANT LAYOUT CITY OF LAKE ELMO ! ,I.dumvnL.ar Iu c •r SC a.�pT4 '� sMVM• � .I "I, SANITARY SEWER OUTSIDE DROP fERRUANY.gis niwxu •xwu, ea a.I CITY OF LAKE ELMO xo r. a4 - pE-.rx•. uW.N}Y rN6.� -�1— s CO: 1� 1 � I ISECTION h A_A M� I'✓ zzb .t. srcti,• STORM SEWER MANHOLE, TYPE 407 1e__; W , CITY OF LAKE ELMO l 4 n1 p ,, .'TFc 1-' 17 11Arrc -Ill F1 � GATE VALVE INSTALLATION =RLA Y CITY OF LAKE ELMO Vu C:R RiSE i ;sv 4 ,� -� _ 61 — •"`af ' -' ,v � � _ r, so- K N !NTH RISER llN+•rt . :a ua rtw w w r1;RRrleaY'.OIS SANITARY SEWER SERVICE f lue, CITY OF LAKE ELMO mr31s }+ .... E.., va. 11 6 E �—•, (. use _ a^ y Wks.: irn� II.,e cFUE pN S,.aP Nc rv'S•',E h44[ �� EUS+'mnF su9 G ..9FS M1 _ 9` B Sr a � � r Y4• Wmi0,5 P.. _5, rrE b - �sEivf � a 4 rt STORM SEWER MANHOLE, TYPE 408 2C A ,, .'TFc 1-' 17 11Arrc -Ill F1 � GATE VALVE INSTALLATION =RLA Y CITY OF LAKE ELMO Vu C:R RiSE i ;sv 4 ,� -� _ 61 — •"`af ' -' ,v � � _ r, so- K N !NTH RISER llN+•rt . :a ua rtw w w r1;RRrleaY'.OIS SANITARY SEWER SERVICE f lue, CITY OF LAKE ELMO mr31s }+ 1 I E—.' •' CITY OF LAKE ELMO +« M Ell err aivw V� ELS MN h' v} J r � e SEcle CONCRETE REACTION FLICKING "c' -2'j PI Imo_' CITY OF LAKE ELMO I __ I .... E.., va. E �—•, (. use _ f Ru y Wks.: irn� II.,e cFUE pN S,.aP Nc rv'S•',E h44[ �� EUS+'mnF su9 a+ _ B Sr a � � r uEse 9f � STORM SEWER MANHOLE, TYPE 408 2C A 1 I E—.' •' CITY OF LAKE ELMO +« M Ell err aivw V� ELS MN h' v} J r � e SEcle CONCRETE REACTION FLICKING "c' -2'j PI Imo_' CITY OF LAKE ELMO I __ I CITY OF LAKE ELMO [ 4N f iw! �wMi_ ai dd I _ . 6ir a� TaO.lwiCWN. � Ri@i: _ir !r esa rt W Ssae l iis► Plea. fa5PIW.51. --Q_/FT/I]UE, o...t .. Lemm Corporation on MU; 9 74= Eden Pr.Ire, 5W 5S5µ 1Twr 5wR Ta Eew ImpsT•5550 w�dw¢® 10" Isdwr 163M 36& Avenue Narth Sviee 600 155ob1u d llo5etdowwl SaM� be Gae x/12,15 Lb_ � 43M i�� 57Yw15s irAliws Plymof5th, Mimmm ata sm" T•usF� uF*A tt In E.sEucr I � trrr-,yrs eL �ir4 "ocvwc.. r.si �auc.FO sr � ' won 'F „Hw rrE r w:f4u1N E EP✓^r 1 v}}4" z'Ec"' a Evc .nom �w Ju,�ats r•,,,�u _ WATER SERVICE ON DIF MAIN MBRUARY 2015 CITY OF LAKE ELMO �A r` .I .� '7�mz mflmARYxIis _'_' RIPRAP AT RCP OUTLETS 1r T_�ilr+rl CITY OF LAKE ELMO �SI1•ro Savona 3rd Addition Islee Elmo 3[i r ueao4 Call 48 Hours before frigging 811 or calloll.com Common Ground Alliances ��/ OtuoS65U36fFGl.dwq LkRie 'Eszl2715 58 & 16 QF 21 .... E.., va. s G r , f Ru y uu r ti• a+ _ B Sr a � � r ..,wr-„u.�"cc.. u,..�.r irra., u-, o�•.� ,�.,,: a ...a..”. r.��' STORM SEWER MANHOLE, TYPE 409 CITY OF LAKE ELMO [ 4N f iw! �wMi_ ai dd I _ . 6ir a� TaO.lwiCWN. � Ri@i: _ir !r esa rt W Ssae l iis► Plea. fa5PIW.51. --Q_/FT/I]UE, o...t .. Lemm Corporation on MU; 9 74= Eden Pr.Ire, 5W 5S5µ 1Twr 5wR Ta Eew ImpsT•5550 w�dw¢® 10" Isdwr 163M 36& Avenue Narth Sviee 600 155ob1u d llo5etdowwl SaM� be Gae x/12,15 Lb_ � 43M i�� 57Yw15s irAliws Plymof5th, Mimmm ata sm" T•usF� uF*A tt In E.sEucr I � trrr-,yrs eL �ir4 "ocvwc.. r.si �auc.FO sr � ' won 'F „Hw rrE r w:f4u1N E EP✓^r 1 v}}4" z'Ec"' a Evc .nom �w Ju,�ats r•,,,�u _ WATER SERVICE ON DIF MAIN MBRUARY 2015 CITY OF LAKE ELMO �A r` .I .� '7�mz mflmARYxIis _'_' RIPRAP AT RCP OUTLETS 1r T_�ilr+rl CITY OF LAKE ELMO �SI1•ro Savona 3rd Addition Islee Elmo 3[i r ueao4 Call 48 Hours before frigging 811 or calloll.com Common Ground Alliances ��/ OtuoS65U36fFGl.dwq LkRie 'Eszl2715 58 & 16 QF 21 o2015 Westwood Professional Swwkm lnc SAW AND SE SAW AND SI WDOT 8618 4 _77 E_ -j PLAN VIEW CATCH RkSIN PLACEMENT AND CURB & GUTTER DRAIN TILE CONNECTIONS CONCRETE CURR & GUTTER REISIDE�Zl_ ORNEWAY TRANSITION AT INTERSECTio,,is FEBRUARY'W UARY%1' FERRIJARY'als I I FEBRUARY MH I I FEBRUARY 1015 M RUARY _O15 CITY OF LAKE EI- LMO 4� d CITY OF LAKE ELMO CITY OF LAKE ELMO CITY OF LAKE ELMO �LkZ u, CITY OF LAKE ELMO CITY OF LAKE ELMO �4 LI 7_�. 411 17' !:'It A q tir [j —T' INLET SWLSAPFi-EPMEL TOP MEW OF sup —2,0= __ _= I. DETAIL A I'd -1 rfl SIDEVEWOF81.1W - IN Ni 1A..T 0 UpThnologle' I ,,SAFLRAMLESTRUCTIA1E L'ARTNU I RAFFLE FEBALAXY 200 FL CITY Of LAKE E CITY OF LAKE Fl, MO L" 1-1 CITY OF LAKE EWO 1:�� CITY OF LAKE ELMO CITY OF LAKE ELMO GBMI 1 2;3;3 kL. FOR NEW STREETS 7 1-1' T- WALW MlElill,L 1MV TNL5 5 ��JTS *EAR -QJRSE ADJACENT D,7AJL 7 _4 A AL SAMPLE LAVOIJT NOTE: 1. SAW AND SAI. WT LOCATONS SHALL PC AT 40' WAMG AND AT MANHOLES OR DIRECTED Bf ENC94EER. L .2. S06W AM SEAL CUT S"ALL AT CURB W, STRAIGHT AND MATCH JOINTS ARD currm 7 .3 JOWTS TO BE MOM CLEM AM DFWD BTILWN9U5 EASE COURSE ACJACENT 0,FTAL WMA A HEAT LANCE 1MMETRATELY BICYCLE—PEDESTRIAN PATH CONCRETE SIDEWALK 8EFORE SEALW_s. 3 WILLED LAP JOINT 4. VONTRA To SEPLP AND MANTAIN RUARYMI MANHOLE CASTING ADJUSTMENT MArnc commot, imcLumc FUGOFTM FEBRUARA'2"15 I MRL'AkV.011 MORLIARY �Mli IN ACCUFZDAPICE NTH MMUTW, CITY OF LAKE ELM APPENM B. 01:71 ITY OF LAKE ELMO CITY OF LAKE E MO TY Of LAKE ELM 7 CITY OF LAKE ELMO r7___ L= Pw� 117� — _ WD SEAL sAw W-mz lswo_Tvo IF— ON 5TH STREET westwocW Leftn" Corrwafion Will T. im)937415() JAM much UM 36th Avenm Nor& SuHe 6m OU" 4-130 I ""I Fllymgafb, Wmnnmft _'U446 Call 48 Hours before digging: 811 or caN811.com Common Ground Alliance Savona 3rd Adlffifion Lake EhmD. Afinnesoft G00CS65.03DIF02 dwg T)ah,t W2710 sb-t V OF 21 o2015 Westwood Profe ionol Services, Inc. Y! RELkTArE CURB STOP LI)ZARON S REV.rrvE SAN r?IE, SEWER SERVICE :COAT -CN CONCRETE CURE MARKING �l €N CITY OF LAKE ELMD I x o us'S—wm 1. I T I.A. r 4 se� M C xvrt. r� 1, s • et..7<sr_e_,[ a. Au xwas .. aft^ �x ;k+ -e IgYL s, • _ •L STREET SIGNS II:HRt':ARr' 3DI5 crrY of LAKE ELMD. w ' v.Pfc wFV... nx[a agyr .[t�vnpucnC«'nV«I ` f 0.oi r_ LC✓ ar siRr.• SILT FENCE FEBRUARY''W5 ' CITY OF LAKE ELMO ~ s q?'E r - rr r SANITARY. WATER k DRAIN TILE SER CE INSTALLATION f-iHAL'hAY .015 I o 17, I CITY OF LAKE ELMO C 13' 1S 26' �a 3Sg� SURMOUNTABLE CURB AND CUTTER I 42" HIGH S1ElE CONCRETE CAC TO BE CONSTRUCTED WITH GUTTER PITCHED OUT PRIVATE STREET (25' R—B) NO SCALE 60' ROW SEE CITY OF LAKE ELMD DETAIL 801 FOR TYPICAL STREET SECTION RESIDENTIAL STREET (28' B—Bl NO SCALE 60' ROW SEE CITY OF LAKE ELMO DETAIL 801 FOR TYPICAL STREET SECTION OF I r IgER RD" 5EC`Cm DITCH CHECK (FIBER ROLL) CITY OF LAKE ELMO _73. TYPICAL SERVICE PROTECTION CITYOFLAKEELMD e 'AIIRCC RC -23 OR APPRStEG E0 k mer ;s w wz .p ar MY20 10-23 r•„i- l'JN OR AP-ROvEC _GU< - SEDIMENT CONTROL AROUND STORM SEWER INLET "PLARY M15 +_ CITY OF LAKE ELMD Ya TYPICAL LOCAL RESICENTAL STREET SECTION y MINUUM 7 -TON DESIGN} KHRUARY 2-0 CITY OF LAKE ELMD w N1 K —1 Al NAn Rx .sAxr Namkcuc IwaD 1[nrrAx,�r ret rxsa� n rs rtwclv.+c w . pvaacr Gar s2E5 OF SAwx[xS AJK AYA[Ni1i• (Srx w T[ rl➢x SHZI, wr SHHf I. AND M3,RI.C,IwS fM nLb vl[ rpt [AW 9II U SCMIIdL[ 10 WC fH IPS � ARYI TOP VIEW � r[xr rwE Et®A.wAlExr EkGr s•nxxA,r Rxc sdxw��xp r� nrxuE N¢pE, ra1lxtuL rw wxAc Ek.N rxrin ul.r xpsr omlq- m�E o�rm� END VIEW / SIDE VIEW Yurn++R pEFRi591b1 ,¢ n-.dl.xa RP€ NtaMII LHk.rff d s}[gAE A9 (NO SCALE) 9plx[R eCrXapdO 311%X FAIRCLOTH SKIMMER' DISCHARGE SYSTEM WITH EMEANKMLNT n epi. .ri o.f�ye CMI- EYik s O� om 71[� Fr4 ix�AIRRH l . J r.NalC� •„r' i � v C w.... ✓ ., s�w.x _r , 2 . of +rnc Y0.:c0+rnlr neer FSEO xvC-_c ^w ma+ nM •K. 4 � w F F [xn xern �^ 1Mux.F Wfwwkl aa'.5 _�u3rA. krE ...n �r r. +e. RACK CONSTRX110H ENTRANCE FEBAUwk.Y X115 1-a- .0—, CITY OF LAKE ELMO "v5f 3 4 yyrE [ € k t-= TT- s1, . .�. _ J_ _ TYPICAL RIGHT OF WAY LAYOUT iC'NRY =01q iazl CITY OF LAKE ELMO a t DITRr Itx1P mwve sa¢x GENCRAI. rt��� r K IbIREI[L la Yfla� Pswc Aedxn ok�MkR4 PaE. Z fakx!'f:1 u1dM1 ff talr_'MIYmPrPwHVR Yui Q ISdYnD r¢a a' COIg11CN3 YfHA/kfr A dlwll[ ]. F119V WtfTlr A415r BC [dPACr£B 10 6C4tr1 5K�Icnllul•� a uaxmw vnLxxr wsr a adlREcnr srm xw olDSRw amnenw alorxc wsEx rre wsruun mxw zueE wrH N 'A EROsa lxprecaI r 6< NSIA(YEp .EDYc n[ ;I f IRRIGATION SERVICE FF9AUARY 3p94 J'r CITY OF LAKE ELMD.M a Ei 1/rw.r rur eAR Vr vloola, x T- 1%1.1 i//'i�`• ss _Iola errs C11 �rx r� s dlx r ClrYyWr.r N'-rRI [r4€}yx •• i_-c61_DO rl[Vatld Y�o¢q»� th- urnc Wz_ stunt s.R . t• ra arrso[ or Yn - ¢¢ col xAr nAr rrAR fi*P.7 4.1 NA6 ISIS ai AG`C 1[�N i1 ruAd. nxwrsan cRsa kto Nam r/ •.r•,r mrs riHER aµgEr xs t/Y 5S Nrnldl HD[R tr %Alrs yr BY M tfaiY 5• rtdr HAI15 �E14d'DI NYLhamr. wwN POND OUTLET STRUCTURE — 422 C -m `6 0-.rxrEY+aE I URBAN STREET UTILITY LOCATION FEHRt'NI[T'_[Iit Ute ' : CITY OF LAKE ELMO MARKINGS FOR PEDESTRIAN CROSSWALKS WID7H OF MIN OF WD(TH OF NSM LAZE PANTED AREA SPACE r orf ..ul r.r ESEI dw _ e.Fr b >. �» 'i.M� e.>• id J Irl I a AY4 �� Hl[�lDFIY. 2S f f 4 M ex�� JIr tv r_ `w s. r LrYa dshaM pAarWt Imr-Ot50 a rlcgrwrr[Mn O[/1Y/t3 Par C wnrr4 F. qm E Ied,SH.TS darl PralrM,wH5334 TA MRS IM, Pn-5530 IS aG Y'rermd hplwxlewr SARN_YrU 11 o.f�ye CMI- EYik s O� om 71[� Fr4 ix�AIRRH l . J r.NalC� •„r' i � v C w.... ✓ ., s�w.x _r , 2 . of +rnc Y0.:c0+rnlr neer FSEO xvC-_c ^w ma+ nM •K. 4 � w F F [xn xern �^ 1Mux.F Wfwwkl aa'.5 _�u3rA. krE ...n �r r. +e. RACK CONSTRX110H ENTRANCE FEBAUwk.Y X115 1-a- .0—, CITY OF LAKE ELMO "v5f 3 4 yyrE [ € k t-= TT- s1, . .�. _ J_ _ TYPICAL RIGHT OF WAY LAYOUT iC'NRY =01q iazl CITY OF LAKE ELMO a t DITRr Itx1P mwve sa¢x GENCRAI. rt��� r K IbIREI[L la Yfla� Pswc Aedxn ok�MkR4 PaE. Z fakx!'f:1 u1dM1 ff talr_'MIYmPrPwHVR Yui Q ISdYnD r¢a a' COIg11CN3 YfHA/kfr A dlwll[ ]. F119V WtfTlr A415r BC [dPACr£B 10 6C4tr1 5K�Icnllul•� a uaxmw vnLxxr wsr a adlREcnr srm xw olDSRw amnenw alorxc wsEx rre wsruun mxw zueE wrH N 'A EROsa lxprecaI r 6< NSIA(YEp .EDYc n[ ;I f IRRIGATION SERVICE FF9AUARY 3p94 J'r CITY OF LAKE ELMD.M a Ei 1/rw.r rur eAR Vr vloola, x T- 1%1.1 i//'i�`• ss _Iola errs C11 �rx r� s dlx r ClrYyWr.r N'-rRI [r4€}yx •• i_-c61_DO rl[Vatld Y�o¢q»� th- urnc Wz_ stunt s.R . t• ra arrso[ or Yn - ¢¢ col xAr nAr rrAR fi*P.7 4.1 NA6 ISIS ai AG`C 1[�N i1 ruAd. nxwrsan cRsa kto Nam r/ •.r•,r mrs riHER aµgEr xs t/Y 5S Nrnldl HD[R tr %Alrs yr BY M tfaiY 5• rtdr HAI15 �E14d'DI NYLhamr. wwN POND OUTLET STRUCTURE — 422 C -m `6 0-.rxrEY+aE I URBAN STREET UTILITY LOCATION FEHRt'NI[T'_[Iit Ute ' : CITY OF LAKE ELMO MARKINGS FOR PEDESTRIAN CROSSWALKS WID7H OF MIN OF WD(TH OF NSM LAZE PANTED AREA SPACE 7 2V 25' 10 2S 25 11' 25 30 IS aG 15 CROSSWALK NOTES; 1_ PAINTED AREAS TO BE CENTERED ON CENTERUNE AND LANE LINES. REQUIRES POLYMER PERFORMED MATERIAL PER CITY SPEC- 3217. 2. A MINIMUM OF 1-5 FT. CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. 1F LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED - 3. ON TWO LANIE TWO WAY STREETS, USE SPACING SHOWN FOR AN 11 FT. INSIDE LAN€. 4. FOR DIVIDED ROADWAYS, ADJUSTMENTS IN SPACING 9F THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 5, AT SKEWED CROSSWALKS, THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. Cal 48 Hours before d'YTging: 811 or CW811.com Z u I/e'IRA•' Mr HxR y/p• SYoon1 HtiR r C Cknl xar IiL11 [WY IdC ears ry) ~a' r ayn[jr rL(�r.0 �� _ •i �4r' 95&9 3�x I rt-aaaw 5/e' slops BaH • i 10 W 1�t tt YN .- nc craw trr rxm rur pAR €rsr^ th•rra Issldr xu nsluRan MI Den Nr& xRCA3 ON StiEPE KIN t/. -..•.r Ivs PeEx Blxwril As */Y SS AArCrIpR B0.TY— tFa-n.a nAl €.xs ul�os r°irt rs�wsinuira POND OUTLET STRUCTURE — 424 SIA:772 ALK CK ND EEWLP ENAIk LEVE E G1,1ICAEC gxYq 8Np Ts AGD HLOCA CEHI[E[REB ON - kC[SSF11 SPIC Warp �PpET[kI 1 � � 3� ePn! iiN[s i L. -1 o°i:M[°crinsE - L-11 CDNi13rENr SDONGCB�LfRSRA�INEEDEO. W Wr D "LAP HLOCR Aird I—Elf GpTER, PAVEYENr IAARk INOS FOR PZDE57R12N CROSSINGS POW565.Om IF03 d.g _rrlon Gre W AIIN ce �� .�i% Ski 18 Or 21 Unnar Corporatlon WW 96th AHmue NON& Settle 600 Piyawntpr Wmnnm to 5554M Savona 3rd Addition 02015 Westwood Professional Services, Inc. `�\ 'r4, ♦ �� / _ C� - ` _ \ . . CaH 48 Hours before d- OUM O% IC 1' n r 1 199�e. 811 or caBS1 cam / 9 \' MERAL NOES: Comm« Ground AU mce �1 0 �� ` �", / - e •� RADIUS TO BE 6618 C. do G. j r - --.,1 ►► \ '•. [J / ' -. �y WITH 1o' TRANSITION FROM I,%I �'7' - - r / BEGIN CONSTRUCTION N 1 1 1f . DENOTES W7TERUNE ELEVATION TIR 13 7� �/ / -- � � CONSTRUCTION / T L�` 5 AT STA 2D+85 ,AFP AT INTERSECTIONS / :65T " ' EE.T 9' / REMOVE k SALVAGE ./ SOF `'�' -, / (3) TYP 111 BARRICAD r CASTING NOTE. / EXISTING ALL CATCH BASIN CASTINGS IN CURB SHALL BE /i j I �} k BUMPED 0.10 FEET AND MANHOLE CASTINGS IN FUTURE •TRAIL if -i I .�r PAVED AREAS SHALL BE SUMPED 0.05 FEET: 1RIM ELEVATIONS ON PLAN PROFILES REFLECT / 2 3 _ 73 ? l �� THE SUMPED EL€VATION& CONCCONDUIT CROSSINGS TO BE RETE An.. '.0 _ DE140 DRAINAGE / ~ MEDIAN °a TMH 135.0 R rt`1y * i 1 l I AND U UTY Tt as , o[ q�, QPERPENDICULAR TO STREET h PLACED EASEM T (TYP-) l 8612 CONCRETE lo_sn enm m v f ` r�BELOW THE STREET SUBGRADE. CURB & GUTTER 8 ,e �N 1 ` *DR'AINTIL.E INVERT TO BE LOCATED -141 �} ABOVE TOP OF EFFLUENT STORM PIPE k EXTENDING 3 INCHES INTO CATCH r 10' BIT. TRAIL 11� p �. " 1 EXISTINGN`� 6ASIN STRUCTURE. (EYP-) a o ffi CEI -135 *ALL STORM SEWER INSTALLED SHALL m am E 1 l5.sa *► CBMH-740 HAVE POSITIVE GRADE � *SAW AND SEAL OF BITUMINOUS z5.c�6 -143ss / PAVEMENT (40 FOOT INTERVALS) II iH REMOVE BULKHEAD k \ / \ STREETS WITH ASPHALT GRACIE B. a+.ar REQUIRED ON ALL RESIDENTIAL a aa.cz CONNECT TO EXISTING \ Q ENDS�RSTREET :9 `I �� z<.s ° 5 a.. � �* STORM SEWER \ \\ SEE DETAIL SHEET 16- AT STA 29+70 '"-y 15` STUB IE=1003.46 *ALL STREET SIGNS & POSTS ARE TO ar \�/�♦ BE PROVIDED BY DEVELOPER PER CITY INSTALL (2) TYP III z'. zu �r" q' \ ��\ OF LAKE EED DETAIL PLATE 706, BARRICADES %1.9° (DMH-144 6' CONCRETE Tk a ras m.os STREET LIGHT `�� \ LONGER STREET SIGN TO BE PLAITED 7 C/I CJIRVF DATA SIDEWALK (EYP,) O:�d=68°21'23' LOCATION (EYP.) \ FN THE BOTTOM. ISTREET SIGN PLATES ARE THE R=810.0 ! 'p3 MEDIAN - 0612 CONCRETE > , SAME LENGTH. THEN HIGHER VOLUME L=966,37 CURB & GUTTER STREET SIGN TO BE PLACED ON T=550.03/ B624 CONCRETE W/ RIBBON CURB PLACED ♦\ BOTTOM. PI STA=28+99.47 CURB aF GUTTER DIRECTLY BEHIND 8612 STORM SEWER NOTES C \ 1. ALL STORM SEWER AND ACCESSORIES MUST 6E r 5th Street North CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE 5 1045 ELMO STANDARD SPECIFICATIONS AND DETAIL.B. °p •r n n •r no n o n N 045 REINFORCED CONCRETE PIPE AND FlTriNcs SHALL CONFORMWITH THE REQUIREMENTS OF MNDOT SPEC 3236 n » o r uI cv (REINFORCED CONCRETE PIPE) FOR THE 7YPE, SIZE, AND m u'i a >•i o ed .o STRENGTH CLASS SPECIFIED HEREIN. 3, PRECAST CONCRETE MANHOLE AND CATCH BASIN " 1040 H.P. ELEV - 1025.78 SECTIONS SHALL, CONFORM TO THE REQUIREMENTS OF H.F. STA = 29+24.01 CB-1356 4' - 19RCF 1040 ASTM 0-477. PVI STA = 28+38.00 STA 20+93 CL 5 0 1.00% 4. A V-0" TO 1'-4" MANHOLE SECTION SHALL BE INSTALLED PVI ELEV - 1026-45 RE = 1007.33 UNDER THE CONE SECTION TO ALLOW FOR HEIGHT AD. _ -3.10X IE (NE) = 1002.58 ADJUSTMENT WHENEVER O 5. JOINTS OF MANHOLE SERSECTIONS SHALL BE TONGUE 1035 K _-40 CH-143 STMH-135A 035 AAND GROOVE V41H RU19HER '0' LL TORN SEWER MANHOLES. RING JOINTS PROVIDED ON 280.011' VC STA 25+50 /r RE = 1018.71 6, RIP-RAP SHALL BE HMO-PLACED OVER GEOTEXHLE IE: (SE) = 1014.21 FABRIC AND CONFORM TO MnDOT SPEC_ 3601, CLASS III, m I STMH-135.0 OR AS SPECIFIED HEREIN. / c�-a _ Rcp CBMH-147 STA 20+85 7. THE GEOTEXTILE FABRIC USED UNDER RIP-RAP SHALL 10 J N o \\ EXISTING CA GRADE a z 5CL 5 0 1.00X_7 RE - 1007.28 EXTEND 3 FT UNDER THE APRON. ' ` / W _ 15"!E {SM).=.1002,5} 1030 8. FURNISH AND INSTALL TRASH GUARDS ON ALL FLARED �tq3=141 / L E... �; ''I STA 21012 I EX 15"IE (SE)NW) 100 -48 9. ALL END SIT SHAD BE CLEANED OUT FROM THE RIP-RAP AT +: o i RE = 1012.35 i EX 15`IE (SE) 1DDo.48 8" WAT IF (SE) = 1007.85 THE END OF THE PRiDJECT. TOP OF PIPE-1011.74 I 22 - 15 RCP n 1025 ' '' > CL s O 0.31 ^w ; `! CID, ALK AND TRAIL NOTES: -� cy:. w , CBMH-140 1 rJ fif - . ... .. _ •�. a. �- - 51' -. 15" RCP .. - i i 35' 15� RCP CL 5 a 7.00% ICL 5 0 0.31% 1. BITUMINOUS TRAILS AND SIDEWALKS MUST BE IX CBMH-136 i 'CONSTRUCTED TO MAINTAIN POSITIVE DRAJNACE AWAY STA 70,+86 -�IR RE = 1005.97 FINISHED C ,i ON THE PATHWAYS THROUGHOUT THE ENTIRE LENGTH. �� _ - -- - 8' WAT IE {N) = 1000.55 r. 2. TOPSOIL AND 6ACKFILLiNG OPERATIONS MUST BE 1020 GRADE SOP OF PIPE=1005.49 tFF IE (SE) = 1000.55 Y _ _ i EX C6YH-135 COMPLETED TO AVOID DAMAGE TO THE BITUMINOUS -FINISHED CA SUBGRADE �� - - . 1020 TRAILS AND SIDEWALKS. FINAL GRADE OF BACKFILL AND TOPSOIL MUST BE FLUSH WITH THE PATH EDGE TO AVOID I 8' WAT___ I TRAPPING WATER. F 3. DIVIDE SIDEWALK INTO SECTIONS WITH CONTRACTION �\ r TOP OF PIPE=998.90 JOINTS SPACING SHALL NOT BE LESS THAN 3 FT NOR 1015 zSDz '. 101 GREATER THAN 12 FT IN ANY DIMENSION. PLACE 1/2 13" SAN o INCH EXPANSION JOINT FILLER AT 5FT 0 (MAX) INTERVALS. �o ro 4. CONCRETE PEDESTRIAN RAMPS MUST BE CONSTRUCTED a 4 AT ALL INTERSECTION& 1010 CBMSTA 25+50. ,• ' 1010 RE = 101'8.62 5RCP a IE (NW) = 101370, 5:0 IE (NE) = 1073.04 1005 FSo• - - - GBMH=140 . - 1s' 1005 STA 23+01 RE = 1012.35 CL 5 ® 2252 - - ---' IE (SIV) = 1007.85 1000 IE (NE) - 10015.844 EXISTING STUB G J 1000 EXISTIr EXCBMH-135 - STA 20+U3 68' - 15' RCP RE = 1006.97 Cl, 5 0 2_16x IE (SW) = 1DD2-00 O' 50' 100• 150' 995 IF (NWS) = 1000.37 IE NE = 1 000.37 995 W00s65 CJSIF09 d..9 31 30 29 28 27 26 25 24 23 22 21 20 ow. 04/21/15 sbmt 19 OF 21 5m street stOrm Wes�""�'`""`_�". `_�' -- Savona 3rd r e.�.++...i.rF...+.yN...+asc...auu 'w'1'rwc >yr..4 ew !I�'1S WY'. � V 1 IV �Y � 1�� OS/1 F/IS b.Y.i M1 1�na w P� 1�1ya>.lisq r6a9 Ow<y.�ar�rP Or/Iz/is CdY Ca�r...L [1d! SeWer and m Co . w ■talon A Street F.nszlezr-sen EGn PnMr. MN 553X0 ®/la/ISF.fwd Pw cur.nwe ��■ �I 'ill++ did&Don Tarte Ibmle3r.5rm w�rm¢am. Tai* Nr t �. a�.AtlyJYv awlt VM 961h Av®e Km* Salim 6W 'onshmA"i70II rwr.aeawa�ws..�k Er GOAV15 VmowtR 43358 - I I T4moath, IIBmmmmuta S%u Llx Emo, Mameofa 02015 Westwood Pmfessiond Services, lna Westvuood PI1ts. 115Sy 13Ti150 T[AB Analranadw Fa T.,r SSBB{M:} 64T5tAoT.slw Etlan PraW4lM Sits M d PRO.d. uK S.WM k 12 JJJ J \\\ \ JJJ 1 ! `I- CURVE DATA A-68°21'23` R=870.6 L=966.37 T=550.03 PL STA=28+99.41 2' WIDE R189ON CURB SOLID WHITE LINE '(UD WHITE LINE 9CNING/PAMENT do MARKING.I'LIGHTING NOTES- OTES1. STREET LIGHTING SHALL BE INSTALLED PER CITY 1. 10. EPDXY RESIN. EPDXY RESIN FOR PAVEMENT MARKINGS STANDARDS 5 FEET BACK OF CURB IN LOCATIONS SHOWN SHALL MEET THE REQUIREMENTS OF MnOOT STANDARD ON PLAN. SPECIFICATIONS FOR CONSTRUCRON, 2005 EDITION. 2 ALL SIGNS MUST MEET MMUTCD. 11. DROP–ON GLASS BEADS, DROP–ON GLASS BEADS FOR 3. ALL SIGN SHEATHING TO BE HIGH INTENSITY DIAMOND PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF GRADE DG3. MnDOT STANDARD SPECIFICATIONS FOR CONSTRUCRON, 4. SIGN POSTS TO BE GREEN POWDFREEII PAINTED FINISH, 2005 EDITION. 3.0 lbs/FT. 12 5, CONTRACTOR IS RESPONSIBLE FOR FURNISHING A A CROSSWALK AND STOP BAR PAVEMENT MARKINGS INSTALLING STREET SIGNS. SHALL BE 3M STAMARK INTERSECTION GRADE TAPE, 6. SIGN PANELS SIGN PANELS SHALL BE IN ACCORDANCE SERIES A420, OR APPROVED EQUAL WITH THE LATEST VERSION OF THE MnDOT STANDARD S. ALL OTHER PAVEMENT MARKING SYMBOLS SHALL BE SIGNS MANUAL. THE MINNESOTA TRAFFIC ENGINEERING 3M STAMARK HIGH PERFORMANCE PAVEMENT MARKING MANUAL, THE MINNESOTA MANUAL ON UNIFORM TRAFFIC TAPE. SERIES 380, OR APPROVED EQUAL. CONTROL DEVICES (MMUTCD), AND MnDOT SPECIFICATIONS CONCRETE SIDEWALK 2564 AND 3352. ALL SIGN PANELS SHALL BE NEW SIGN la 13. ALL STREET SIGNS Ac POSTS ARE 70 BE FRONDED BY FACE MATERIAL SHAH.. BE REFLECTIVE SHEETING PER CITY OF LAKE ELMO DETAIL PLATE 706. DI APPSIGN DIAMOND GRADE DG3, OR APPROVED EQUAL LONGER STREET SIGN TO BE PLACED ON THE BOTTOM. SIGN PA EL SIGN PANELS SHALL BE OF THE TYPE AND QUANTITIES . IF STREET SIGN PLATES ARE THE SAME LENGTH, THEN AS SHOWN IN TIDE PLANS. HIGHER VOLUME STREET SIGN TO BE PLACED ON STGN 7- TNQ EJB S: ALL STREET SIGN PANELS TO HE BOTTOM.. MANUFACTURED SHALL BE APPROVED BY THE LAKE ELMO HIE DEPARTMENT OF PUBLIC WORKS PRIOR TO FABRICATION. 8. POLY PREFORMED PAVEMENT MATERIAL SHALL BE USED TRAFFIC SIGN FOR ALL PAVEMENT SYMBOLS. +' 9. PAVEMENT MARKINGS MUST BE EPDXY RESIN WLTH DROP–ON CLASS BEAUS PER CITY OF LAKE ELMO BOLI -ARD / POST STANDARD SPECIFICATIONS. �' 4 .ort r.+ rr �, .. rw�+• b w. a ..ar q lwi� PROPERTY LINE 5 J oswn�� — SETBACK LINE — a11e Dnp Na 4 EASEMENT UNE p VAW% 7118 SEMILID-01% Y. � 1 0UTLOT, IG � I r r - 4' SOLID WHITE LINE— 1 (:-- - �0"\ 8 \ g w 2 fi � s` 21 54 za Hr N OR I —�3 O�°'pp ia•ytx� sin^ _ 4' SOLID WHITE LINE POLY PREFORMED PRP. 14' TURN LA Site Legend — — — — PROPERTY LINE LOT LINE — SETBACK LINE -------- EASEMENT UNE - CURH AND GUTTER POND NORMAL WATER LEVEL ' 'C=1=1=3=3=3=3=K3w RETAINING WALL �x x FENCE 0 CONCRETE PAVEMENT 0 CONCRETE SIDEWALK 0 HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT 11 NUMBER OF PARKING STALLS TC] TRANSFORMER HIE SITE LIGHTING TRAFFIC SIGN +' POWER POLE ° BOLI -ARD / POST Len= Cyorrwataon UM 36th Aveam Natlh Smile SM MymDuth, Mkaamuft 55446 Cdl 48 Hours be(ors digging: 811 or caU81I _cam Cm mon Ground Alliance X 0' SO' 10O' ;50' 00DO56S OSSSF01 d.q Dow 04/71/13 gwwt 20 OF 21 Savona 3rd Stn Street Sim& Ad&fion mg Geometric LMAe Elmo, 1 02015 Westwood Professional Services, Inc I Westwood I rK.w r9S:�a[iai6u r "AP,Fnm nrin F_ rosxr eR7 e--,Cvl ssua mrw I -).'i -$+W MWeandF.%.J IYLnfa4 tic 10-0' 5.0' 6.0' 11.0' UTILITY BLVD WALK BLVD EASEMENT (W/ TREES) 70 4�, -- 2.OX _ 4.0.•L r r-UnWT 2360 TYPE SP err. WGARNG GouRg PAIL AGGREGATE SZE A TRAFFIC LEVEL 3. ASRIACT GRADE C TACK COAT 2'-MnDOT 23EO TYPE ENE N0N-MEANING 0MPRSE_% MAIC AGGREGATE SZE B. TRAFFIC LEVEL 3, ASPHALT GRADE C 8' AO.YTWWW RASE a.. 6, T001L CRUSHED "TONE AGGREGATE (SPEC 3138)"� 12' SELECT QRAMU AR BONBON (SPEC 3149.22B) SIMGRADC TFSTEA AMP APPROVED N ACCORDANCE MATH aTY STANDARD SPECIRCATIONS Ct RIGHT OF WAY 100.0' RIGHT-OF-WAY rt 5TH 5T. 18.0' 16.0' 18.0' 11.0 10.0' THRU LANDSCAPED THRU - BLVD TRAIL MEDIAN (W/ TREES CURB 1.p' 2 0' C1(lB CURB 7-0 , 2.0' CURB RIBBON 2-O`CLEAR REACTION RIBBON REACTION REACTION ZONE REACTION CURB 1.5' CLEAR ZONE 1.0 X ( CUB 1.5 CLEAR ZONE -I .2,OX _z.5x� _ 2.57E _ _4.aX - 8612 CAcG J 612 C&G f 624 C&G GRADE LANDSCAPE AREAS TO HAVE POSITIVE DRAINAGE C/L PROFILE ELEVATIONS (STA. 18+30 TO 19+90) 5TH STREET COLLECTOR TYPICAL THE CITY OF LAKE ELMO it ��. W 4 t r , ilr . •.. lIn.LlaauL Ok ILS, TL. 'Ism 5TH STREET STANDARD DETAILS JUNE 2015 Rs�k 4M prepw lac c>�E _ _ -_ lFrrA arwl� Yrflrc 5.0' 10.0' BLVD UTILITY EASEMENT _. 4.0% 10.0' S.0` 10.0° 100.0' CL RIGHT OF WAY EASEMENT - e RIGHT-OF-WAY C[ EAR 5TH ST ZONE T 10.0' _ 5.0' 6.0` 11.0` 18.0' 4.0' 13.0' 12.0` 14.0' UTILITY BLVD WALK BLVD THRU MED. TURN LANE THRU TURN LANE EASEMENT (W/TREES) 7.0 CURB 1.0' 11.0` 2.0' RB REACTION CURB REACTION CURB REACTION REACTION 4.0% ,� 2.OX -- 4.QX� 1.5' CLEAR ZONE 1.0 X (MIN.) 1.5' CLEAR ZONE - � - _2.5% `2.5% 2-5% 1 2.5:6 _ 2_-MnD0T 2380 TYPE SP W, WEANING c1aNRSE B612 C&G 612 C&G MAX AGGREGATE SZE A. TRAFM LEV8_ 3, ASPHALT GUM G 4' CONCRETE PAYE1iEMT B62 TACK COAT 624 C&G V AGGREGATE BASE z'-WDGT 2aa/ TnK RAT. NOW-WEAFORG COURST C/L PROFILE ELEVATIONS (STA - MAK ADG iGAIC SZE R. TRAFTIC MVIEL A. ASRPNALT DRAM C 14+20 TO 17+28) Ei AGXAEGATE BASE, CL S. io= [AUSFIED STONE AGGREGA$ (SPEC 3138) '2 SELECT "A"� °" (SPEC 3" ) 5TH STREET COLLECTOR S11Ba2ADE TESIF]] ALOD APPROVED N AGCOTCDAFKE MFTIT QTY STANDARD SPUD ICATIOMS AT INTERSECTION THE CITY OF LAKE ELMO it ��. W 4 t r , ilr . •.. lIn.LlaauL Ok ILS, TL. 'Ism 5TH STREET STANDARD DETAILS JUNE 2015 Rs�k 4M prepw lac c>�E _ _ -_ lFrrA arwl� Yrflrc 5.0' 10.0' BLVD UTILITY EASEMENT _. 4.0% 10.0' S.0` 10.0° TRAIL BLVD UTILITY EASEMENT - e C[ EAR ZONE T _2.050-X4.0% COLLECTOR TYPICAL SECTIONS Lennar Corporation UM 3" Av® Nutt Salft boli Plpmodk wM=w=ft smo Savona 3rd Addition lAke mmo. Wnawali Coli 48 Hours before digging- 1111 or cai18 l -c= Common Ground Alliance D000565 03OTF04 Ing no. 04/29/15 sh-e 21 oP ZI 5ffi sftee Typical Secriiow e 2015 WYestroad Professlmd Swviees, Inc • } - -- ,] Plant!r d � �1�81 Scheyle -7 L l CODE Qry. COMMDN/BOTANICAL NAME SIZE SPACING O.C. 07 1 �.,.. '� �..�_ �� �;J/ .�. /, / % / IJJ' • � - \ ;: ;�•:..: I .. I ` I� � I Ti /r J .I / �' JI I/ ` l // 4 _— L ----L —_— /- J !'/'7 I II ��77 1.3 d 7 '� . 0 1 d r Jt .� ,, I1 1 ! / ALS B IeghcnY c erry eliaexs 6 HT. iYL4P AS SF10MN ' f/ : I ^ �{7 ( )' / .-- - % I J / / 1 / I r ~ - STG 6 Sugar yrne °6 1Jdus tYzam 1.5 66 AS SHONTY R sip f - G .�5 _ �." r J II ~ RHS 7 91ock Hills Sprua Picec 9lauca densata 6' HT.. BB A5 SHOWN ,Oaf , w - .--�r}`� 'k .f .. . � 1 4 � 1 1 '`" .ill NOS 8 Norr°y Spruce Ic shies 6` HT.. BH AS SHOW •�� v __ MP 8 White Pure Pirlus strohus 6' HT., Us AS SHOVM r �� y,'> s.. %'t^� • \\`+• ,�r „� // - �v �/ �r 1 ~ — I �., � NOTE: QUANTITIES ON PLAN SUPERSEDE LIST OUANDTIES IN THE EVENT OF A DISCREPANCY. �� d ! — 9 a i `/ o ! \�!/ ✓ \ Y � t o' y4 G I l&ndwa iiii'Cumnt l , { "Cl"1 1 a f - 1 — _ �... 1 PC Reg _ a _.-r -,."`c s• `� i1C:. ; l 'v. - �. - 1�. � � �= - - - - OVERALL. PROJECT, LAND.;iCAPE_R.%Q41E��t10116 n I t � Six TREES PER ACRE X SITE AREA 116.7 AC) = 700 CAL IN. REQUIRED , 1 SIG N 1 Ls2,e c I-nes&L_IJNurujW V I 7 I 9 1' AI IPF.R ! 3 - 'era } }� `I <� Q'ALL S7REET TREE REWIRETAENTS: t-- - - N - a 1 TREE PER 50' LOCAL STREET FRONTAGE (22.248 LF) = 667 CAL IN. REOUIRED � ��:� fon Irces a 1-1/�" C,AIIafH.M1NIM111fi a ! f , t �'n 1 f•i' - �' I p+ II �.s 1 TREE PER 40' 57H STREET FRONTAGE (8.171 LF) _ .106 CAL IN. REQUIRED t �"iiT �� ,>d � ." 3 Q \ y� l t -_ � I-' � �� t'�� � [sac I,•es �ul�c.AtleLis �+INiNi�T f ��C D aL]yr}� k r. I //` - �1 �y �"� ~ 1 OVFRAtI TOTAL TREE REQUIREMENTS: = 1.673 CAL IN. REQUIRED �r•�,m.` _S ti c-; } -I a -�'_ �'I tv-,i may~ 11� \\ Pj-�$F 3 U4NDSCAPE REQUIREMENTS d 'F! or /�.[�I SIX TREES PER ACRE X SITE AREA (26.4 AC) 158 CAL IN. REQUIRED L D5 J tta�i '� [1,�(tees 6 1' aAIPPFR / .3' raIGr1T YININIIM} 1 TREE PER 50' LOCAL. STREET FRONTAGE (4.078 LF) = 123 CAL IN. REQUIRED M. o I �:.—.r J I 3 ' I IL F J ` \ \, ✓ l �v� \ faZ 1 e� a 1-1/2" CALIPER WNluual} — _ — - — — I : 1 : 1 S'- t —' — a •!}\ v % r r QH1l 3 TOTAL TREE REouIREA1ENTS: = 281 CAL 1N. REQUIRED -- f" �i 1 .r-- ' -�•-I, _. \ F rj+ � - / PHASE 3 TOTAL LANDSCAPINwrc G PRnn: 589 CAL IN. PROVIDED f ? I " i i _} � aQ----•�\ � \ r/�. - -- - ON__GLV9is ,ut PuxnN05-�✓1.tL1N�HA`� C, , 1• . ��\J\ i I F \ , r r f , vv� ..NOTES: TREE AND r' 'Ozg�� + P t I I =r �.� - a v ..:. / • STREET ON LOCATIONS DRIVSPACING EWAY AND U ILITY SU8X O TO CHANGE ALL DISTURBED AREAS TO BE SODOM, UNLESS OTHERVASE NOTED_ Nx � \ a Qll C r 17 Nei, 10 ^•a,1. w �rr' .4xx�\ �' '� DRY PRAIRIE A, SEED, MIX 0' 60` 120' 180' Westwood r1.a., laexlaE>°S,Sa Tc6CA.uyrr.tl'M Fri 145SY 93Tb0.'d Etlm PrrrM,rN EBW rdR•e IEaEl931d,N1 �ar�a� �aanL�rrrrs.,� E.c i.r �rrY4 rr Y / � • Y/ dl lROEmIN. y� 07/n/15 u� 2M la2Q DENOTES DRY PRAIRIE NATIVE MIX (35-621) y,trk [Ll � f�C O�c l}l ��_[rft iE1FiEr Lem" Corporation UM 96th Avenue NMI& Smile 6D9 mrm"&' wmaamft 5Fi41I6 r. 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Daum[ wsa,rs smarm ar ,K an sruu a ,E>t� rarl �o aAvs a wtiaa aFrc - Aro aPVla[na lAlaeus swt REfSLC n[ srl np KW YA1FeAxn PU•115 A,C 91(�9WY ISrIHJ91@ 6 CLIrIN1CmR m NNIFLT Ab _„ P,ANIII[3 Ale 0.Na ®S rcaxxmx rRaR T. arsrrrc. aE-danro, rmvuAArraa Fmw a,r Nl Dau T'MrN ravers ff umalWlrutu sac u.n Lc bo � x ra,Arnr rvsaL AS uroarm N[I ,iY'RTID LY arY. a rl raves arnlam ALSAaxr m n[ Pnaoccr sl wlalrs earexvues sural s rPAr® ro ax,rAaaa rrn m* oEEcrlur. Ice mLroc A./roves ww ...no,xia ,ux ,m u� Umrc ff nwr Owlr IIRRAra; S>1TW Mb lNlFIR1Y �a4Rr£S UJMtlLr ,ELL FqA +fiAS. w MO sur rol+z 1. „[� 9rar PO®MIL 9JPZ. T1FW AIE 10.Y A lLGirL a4 faaE>Qel 4 P, GoaluaA IIaD 10.x rYcrmrc ,vr aTr WMTS Hre ee �iaa:n m w.c .w xrm,lec wc+mr srsw LC9am by Ap FPA `a,Z [[xrEID H6[�rr. nia RN{ 5 ROlIEL rule arc I111L1 r wF: snc rr ver wr:swwe PrArr laai 'rZ !ill FAr1aM� lAral /fl£.6 IIIIMN 8.0.1 W IaGTm M Ctllra]ialL �,¢ � w ryVa106Y nm sw rRarentt Aro aIYGr,IL44 rrtn o_x,u,n,rs Ala: ,aaarcn m rux es Auralnc avec+new srsan Lr9aan FPA 1raA Ylsl m,nlaD ge6pS9vUy ni5 aN, 5 rawrm IR alY ECla.1r AT � ,Y lw,aaFv[ nAx IRxz STANDARD PLAN NOTES LVYDSTAPE PUNS TFSRt, y2o15 I.•w_j';-,a' CITY OF LACE ELMO• Savona 3rd Ad&fion Lala Z=e, M>enewta 1A Revision Date t1i/2DAS 0000565-03PiF01 d,.g nm� 05/26/15 slrla 1 OF 5 Feral Landscape Pian e2019 Westwood Professional Services, tna:,,t fv to wR SI,oC m„1R f S O� u�i,Ii �S �'�4i�6NWf,m 10 �p �•1- IrLt AVA YI[Ylb a <aL - 1 liScheduler IMulti it dly ` I f QTY ` .,io hom ; - �� i�l.rsCllAl,�7�i ). 1 • 1 . rSHOWN YM �a BO/C—t. AS SHOWN 12 / UTC 3 -FBI 68 AS STiOVM' YM 8B AS i 1 ,. OWN NOTE; QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. ONINq VIA ILK A�- sl •NOM RIP ■■■yyy �., �• ! j!� � � � � ����i '�� � ��S' ��. f���`�® ���� -..�.c V 1 1 i i 1 1 it R - i® . r���D�.i�w1�l+�f�s?;�►a�l.,�F°A�u�G�'- a1,�` ���" �.. .1 / �•.LR ln■ �iV. ��#�� =Ci'_ :i r i�r�^� ,R ��� e�� 't��, fall! t �� ;E !Y,•. ANN iW� 1 MIX Nos �iMIND :!J� �� !WON �� �i� ����� A MENS ,,��w ��� � � �� • t� � � s �1~ - q• � ti, - �De�� �il �1 Ip��i *��Ib 1� ►iii. {A� �,,,``r li MENgm �Iwl=� �� I � '� .i• �sr•.'� �' �►oa.�.a=8�������"`•-�►s.�4:.°; � $ y. 'rrLl�'��3..s �•��l.d! ���i0r��t�l�lr�.�k.v'i:r��V�glL4l�i�1AI G* T;_ � ��� •a n i L�� 'Ir I 0 2015 Westwood Professional SfrA.", Inc. Colonist Row Home Planting Plan NORTH VARIES 0' 10' Legend (153:131-51'. E96Amp •w D w Ess N5z1 M]T54u F-nar,lrv.,MNaALa heO•• IA6T PITSrML .P•49clabLmw W�-eihaf.MrdLni�.Yc PRUNE CUT MSE0R£CTED ENANC E"i PRMC OUT MISDIRECTED PRONDE DINE CENTRAL LEADER. N. ORMCNES PROVIDE ONE +F. " FOR ONE (1) YEAR 04 ALL CENTRAL LEADER., GEOOJOUS AND CONIFEROUS HREEs - GUYING AND STAKING AS REWIRED. T 1- (MAx.) OR TO FIRST BRANW. FOR ONE (1) YEAR ON ALL BOTFOM OF STAKE 3- (MW.) a 4*9. DECIDUOUS AND cOMW :R0u5 Twm b- %* TO BE 2'x2" STAN® WOOD OR TOP STAKES 5' ABOVE OROMIW PAINTED STEL DELINEATOR 6' HT. BE (MAX) DR TO FIRST WARM. *,.. - BOTTCM OF STANCE S (MN.) TREE TO POSTS NTH Ui LONG BROW GROUND STAKING 1b� POSTS TD BE 2'Y2' STAIN® 'WOOD OR PANTED STEEL WIDE: STRAP, DELINEATOR POSTS PLACE 3 SHRUB h PERENNIAL OROUNWTiNE UPWANG TO FAST POSTS EOROISTANT AROUND AND OUTyOE ROOT BAIL BRAN04M AS REOOIRED. ' SECURE TREE TO POSTS NTH - IV LONG POLYPROPYLENE OR AGAINST TRUNK. _ PO.YEnfA11E. 40 ML, 1,S` 1 _ NUE STRAP. 1IACKH11 SOL SCARIFY SIDES AND BOTTOM OF HOE - PLACE MULCH. DEPTH AS 'Z SPECmEA. OVER P]A7IT PITS - AT OR FEAR FINISH® KRWNOJIE. UO NOT FILE AGAINST TRUNK. SUBSOKL OR COMPACTED SOL MOUND FGR" 3' DEEP WATERING BASIAL 11 , BACKOLL RANT PIT WITH Ir 5FEOFIEo BACOLL SOL DECEDUOUS TREE a 1cL•� SCAR" SDES AND DOTTOM OF WILL PLANTING I IA28 REFER TO AMERICAN STANDARD FOR NURSERY STOOK FOR MINIMUM &ALL sIZL ROOT RARE TO OF PLANTED AT OR NEM FINISHED LTROIRDUNE. SET RDOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED wL MOUND MATCHING TREES NATURAL GROtN"[ IMTH FRISH@ SITE CRAPE. N.75. AEVERGREEN TREEusr M+.� LA28 PLANTING (153:131-51'. E96Amp •w D w Ess N5z1 M]T54u F-nar,lrv.,MNaALa heO•• IA6T PITSrML .P•49clabLmw W�-eihaf.MrdLni�.Yc +.r ••Ew•�M-.•L M.L E �.. eb a�M R.MQAn ATETyTiT wi w arw r r Mr .r W� m/ayla - au; d•wb AMI; 071-JWZ - Na 2T . PRUNE CUT MSE0R£CTED ENANC E"i / Acer x freerrwnii 'Jeffers Red' PRONDE DINE CENTRAL LEADER. N. rAN`MG AND STMGNC, AS REO1(ED, +F. " FOR ONE (1) YEAR 04 ALL Ha,.. GEOOJOUS AND CONIFEROUS HREEs - TOP STAKES 5' ABO YE GROUND T 1- (MAx.) OR TO FIRST BRANW. ' BOTFOM OF STAKE 3- (MW.) a 4*9. OELOW GROUND. STAKING POSTS b- %* TO BE 2'x2" STAN® WOOD OR EVERGREEN VMP PAINTED STEL DELINEATOR 6' HT. BE POSTS PLACE 3 POSTS EQUIDISTANT AROUND AND *,.. OUTSIDE ROOT BALL SECURE TREE TO POSTS NTH Ui LONG POLYPROPYLENE OR PDLYETHYLCRL 40 MIL. 1.5' WIDE: STRAP, TREE WRAP MATERIAL FROM SHRUB h PERENNIAL OROUNWTiNE UPWANG TO FAST LA27-C BRAN04M AS REOOIRED. PLACE MUCH, DEPTH AS SPEOFIEp, OVER PLANT PITS - DO NOT PILE p MEiLR AGAINST TRUNK. FORM r OEEP WATERING BASIN. 1 RAOGIL.L PLANT RT NTH s a" D ! 1IACKH11 SOL SCARIFY SIDES AND BOTTOM OF HOE REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR FEAR FINISH® KRWNOJIE. SCT ROOT BALL ON UNOMTUREED SUBSOKL OR COMPACTED SOL MOUND MATCHING TREES NATURAL GRGUNOU E NTH FOISHM SITE GRADE N.T.S. DECEDUOUS TREE a 1cL•� �• PLANTING I IA28 +.r ••Ew•�M-.•L M.L E �.. eb a�M R.MQAn ATETyTiT wi w arw r r Mr .r W� m/ayla - au; d•wb AMI; 071-JWZ - Na 2T . - SUN Call 48 Haws before digging: 811 or caM1_cem Final Plant Schedule - Jefferson End Unit GoenmKMY Ground Alliance TYPE CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O -G. OVERSTORY AOM REMOVE CONTAINER, SCARIFY SEES, / Acer x freerrwnii 'Jeffers Red' AND SEI SOIL MAS. ON COMPACTED AS SHOWN SOL BASE MOUND. MATCHING +F. " SHRLBS NATURAL MOUNOLNE NTH ETNlslm GRADE WEOH AS SPECIFIED (AND FILTER 2.5" gB FABRIC, AS INDICATED) SHADE EDMG AT PLANTING DEDSy AS T 1- SPECIFIED. An.HAC€NT TO LAW AREAS ' - SCARIFY SIDES AND BOTTOM OF I NI un Senriceberry _ NOF. DEPTH PER CONTAINER SOL 6' HT 913CLUMP DEPTH EVERGREEN VMP BACKFI-RANT PIT NTH SPEROVED m 6' HT. BE PLANTIL PlAr/iNG SOIL OR AS APPROVED SET CONTAINER ROOT SOIL ON UNMTUiBED SUBSOIL OR MLD COMPACTED SW. FOR DEPTH TO MATCH NNm GRADE N.T.S. SHRUB h PERENNIAL w moi` LA27-C ,�• CONTAINER PLANTING - SUN Call 48 Haws before digging: 811 or caM1_cem Final Plant Schedule - Jefferson End Unit GoenmKMY Ground Alliance TYPE CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O -G. OVERSTORY AOM 1 Autumn Blaze Mople / Acer x freerrwnii 'Jeffers Red' 2 5 8B AS SHOWN Skyline Hanelocusl / Gledilsiu Vcwthas va.:Dermis 'SkycLHe _ 2.5" gB AS SHOWN SHADE ALTERNATE ORNAMENTAL ALS I NI un Senriceberry / AmeL—hilr Iseds 6' HT 913CLUMP AS SHOWN EVERGREEN VMP 1 While Pin. / pinus stmbus 6' HT. BE AS SHOWN SHRUBS h PERENNIALS NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. • CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS, Final Plant Schedule - Madison Interior Unit TYPE CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING O.C. ORNAMENTAL ALS 1 Alegheny Swviceberry / Amelanch-w luevis 6' HT. BB CLUMP AS SHOWN STC 1 Sugar Tyme Crab / Mdus 'Sulyzann' 1.5" BB AS SHOWN SHRUBS & PERENNIALS /- nw+r m rME STAxNL AK. RINi•rc rnrnexus mHllucroH 1Arsr mnN.-r uorHa aux wrE cru 1-+sw.•ree.e».v a Irn m vwY Mmrvtx•a Krrl. ��1 A� A�24YA116 Lffi Yeti91€ M ®nWIlIVf 6 fRIIwEL ro .Ell Z u�innuL vwu 1eHn MEwc- .-sr.o.rm rw Mr�Ir smoc wrs zwr u� m.�.Wwm rr�r Sar sr.ms s...aa..r a r of H�iE 9wsuroTlors awE a M•oc wn-m nr r5e- .warm. su•oaAHioi W •HE +�¢ rwoli;llol NA51dfE3 ro � rau svr® Vrem ro •arurAnv.L w ran 11[.Ew w wmrc� m¢ raalmsa Lncalac MM 11E aM MO MOLL: L11QQM Na•r6I l4l•[ W Ilrr TrgT rROTFGn011 •atMUIPR i �rrL®O LIPArIK4r5 10 MC IgD SIMLLHI rw- la wFMSAIIX WewACr01 Til a r xr,@ mz IUAxaa rnI sIr arr w� wrov:o r.vwsnri iAnaeLcs n•m m Arrr ma rsnvum• • Ni RNrrS BATT � HYfle) -Ewa3v (PPI pR1Yti 1n PAOI]:i 9% ND AUVR MIAi]VL 6'A r<HFT OYm•Ory a M faEGr SIC MMalr ef]K. •fTrLHDI IAllE95 T-TId AYPAawl. In prr. r1•is s,••;wx. ram.ws aro Gus uwr ro ruv[ n 1•a ,rM wwuwrt ' HEn•we wwr wane r®rMr¢ er nE arc DaTcme surrrs As lKmawm W i1E arr 91•YL M. wll- b W5 ¢" WQ w -f TrrC A>7-iG � A-TISUEY6'crR1�9EL� 1lE SME l.a HTM --Wr1Y moan Alo wAwT+N Au RANWG5 Ara ruxT ons wtlivrc 1 � � rrmnhE�A•ruC u�ra�irE�oo 6�wE�i�n P['E}EN Art) Arwmm 8'1 arr. l •M1 ANRAS MSR1M[➢ ADW�rt Ta luC Iwa¢r wE 1ur-rt eM•EVNas SHMI R !EP -d Mw H••rr••m rtlr 4iY Uri[CT4t Y6 HYOrc[ A Ir•6lCM YwIpMQ RI•r ROI YL w>aC 6 MW r ++. m.aoE rw ExrMs. wMrxr Delo rp, wwws mY1Oou"zl�aia AQE Ewes rs..rLL�M. 9PYe Alla rtI41MM•L MLS wI•I 1Mi AAt IX Lnu.rm 9[ wA- I1Nl S5 NE wrE0.��W W1vE�Y1 MI rrTC A�riW MQ[ rs Itwam n * �A wwa soa[ emNm wnc�Ar. �. nrr s Ear a1E ]Me wE As 1,Y45W1'L 1Vw IIRr[t rL NCPFA.RS OrOr� b l� 10�i PYM'PRY M4 PIY WeOR IeTM �mY9C m11 mrWf[SiWL 116 v�iNe6r Aev[l AT K v lAl�x Pl/W I[riEw, STANDARD PLN NOTES LINDSGFA' PLANS J CITY OF LAKE ELME m Z KK NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. • CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (I€ NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS, Latest ReviBTITTT Date I»/?D%LS 000056b WLF03 mt. 05/26/75 la'4nt 3 ap 5 Savona 3rd Tek Peeped 1. Lennar Corporation Addition Fouaaation Pian Details SAM•HI] WL 14si I7•MYr IMM•IIs 167115 36Eb AvAaale North 5MEiile SW PIYM=tk Ni®nod Lake Ebro, h i>memia e2015 Wf twood Professional Services, Inc. Call 443 Hours before diggi Colonial Home Planting Plan (8 unit) Colonial Home Planting Plan (6 unit) 811 or cd181l.Com Common Ground Alliance 1 ABM OR SKH --��r 1 ABM OR SKH 1 ABM OR 9CH I 1 ABM OR SKH (MATCH OPPOS'TE �� �' (MATCH OPPOSITE (MATCH OPPOSITE - -- (MATCH OPPOSITE SIDE OF STREET. SIDE OF STREET, SIDE OF STREET. _ _ SIDE OF STREET. ALTERNATE TREE 2 BLC /� 2 13LC ALTERNATE TREE ALTERNATE TREE 2 BLC ALTERNATE TREE SELECT�ONS BYPRIVATE DRIVE} SELECTIONS BY �--- � 3 HSA! 3 HSA PRIVATE DRIVE) PSELECTIONS BY RVATE DRIVE) A � '� JaCTIONS BY i 3 HSA PRIVA'SE DRIVE) 1 ABM OR SKH (MATCH OPPOSITE ALTERNATE TREE SELECTIONS BY PRIVATE DRIVE) I I I I I I I I I I I P I k I 4 I I I I I I I I i / I I I I I I I I I , I I I I I I I I / -------- t I I I I I I I I --------- ♦ l I I I I I I I I --- - - - - - - i 1 l I I I I 1 I I -------- t Y 1 I I I I I I I I I I I Final Plant Schedule a � + TYPE CODE & UNIT 6 UNIT COMMON/BGTANICAL NAME SIZE SPACING O.C. QTY. OTY. PRIVATE DRIVE) TYPE CODE B UNIT G UNIT COMMON/BOTANICAL NAME QTY, QTY, NFS 18 S Neon FloA irea 5 kaea ' is shade W7' na change HSA 12 12 Holmstrup ArborAlae shade alt. no than GNC 24 24 Greenmound Curran! SHRUBS B sh TAY Tvunfwr 4 4 Autumn Blase Maple_/ Acer x Irmmwii Jeffers Red' 2.5' BB AS SWUM OVERSTORY SKH Sr ine Hone ocust Gledilsio lriuconthas var. Ta—nis 'Sk ole 2.5" DB AS SH0*M ORNAMENTAL SYC 4 2 Sugar Tyme Crab / mdus'Su Ly[exn-" 1.5' BB AS SITUWN SHRUBS & PERENNIALS NOTES: • QUANTITIES ON PLAN SUPERSEDE LIST QUANTMES IN THE EVENT OF A DISCREPANCY, • CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SU13ST1TU RONS, • l I 'I ,I I .1 1 I 6 GMC TAY - L14 6 GMC I TAY .I .f I 'I I �I • I 2 RSB �I I 2 RSB 2 TEA I � I I I1 I I i I I I I I 1 II __fl I s GMC I I TAY I `"-------- f I 1 I I 4 BLC I I �---- 1 ABM OR SKH !r (HATCH OPPOSITE -JnF OF FET. 1 ABM OR SW (MATCH OPPOSITE SIDE OF STREET, ALTERNATE TREE ALTERNATE TREE SELECTIONS BY SELECTVONS BY PRIVATE DRIVE) PRIVATE DRIVE) TYPE CODE B UNIT G UNIT COMMON/BOTANICAL NAME QTY, QTY, NFS 18 S Neon FloA irea 5 kaea ' is shade W7' na change HSA 12 12 Holmstrup ArborAlae shade alt. no than GNC 24 24 Greenmound Curran! SHRUBS B sh TAY Tvunfwr Thuja oceider e RHes alinum Yew Torus PERENNIALS ade ,aft: me I 4 I I I I I I I I --- I I SITE SPACING D.C. NOTES: QUANTITIES ON PLAN SUPERSEDE UST QUANTITIES IN THE EVENT OF A DISCREPANCY. CONTRACTOR TO SUBSTITUTE USING SHADE ALTERNATE SPECIES AS DETERMINED BY SOLAR ORIENTATION OF BUILDING (IE NORTH SIDE PLANTS RECEIVE SHADE ALTERNATE PLANTS). SEE RESPECTIVE PLANT KEY FOR ALTERNATE SPECIES SUBSTITUTIONS, tr7"fV� rl..gorfrrrM.—,.P� b--�.r f.Irs ft.1— fm i.t nr.n@+. � � ] a • i•IT �3 r •..w.•w �k DY Asp �+.r sr i.w .r dr s.r t w.rr W/9@/I3 - r8T Crr...iu Pl�nr V@%�1.lT-0t!@ 76@B Mprw ori.. l7rl..k _—[L[ Fes. 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LIM 031 1f4I% 16.17 10aa w wmNr lmem (eM m11 b beprnrvrq pr q1S fpr msrnmwd.d Win 336 9.00 3723% 1.33 T.W Canf C 3.30 273x% 133 MppN- _ _ Td.*: 1733 11:00 106.06% I Rp1wW d7 pN.4n>cpnrirumMta •.Ilw mAlpfkan..KBbpRM reikrl .wwia•rvwdrr i. 6671 IrWafrW Anp; p.Wm Bm.abMF Pmv.m MNW1 Dlae+m MslmE6 Xlydxem Hr9Y Wr94eL9M Ty*al Street Tree Planting I I I I I I I I I 607 RDW I I I I I F_- I I I I I ,I I I I I I 11 11 II I I I I I Corner I i I Interior 1 I 1 I I 11 11 II 1! I TU'/5' U&U I I I - J I 2`s' SET13hC�1 I� 11 I 30' SIGHT I I TRIANGLE _ _ _ _ - J L J 30' SETBACK BACK OF CURB I ( NOTES: I f 5' OFFSET FROM B.O.0 tO' O.0 7Y2�` (0 SDCWALK) 60' ROW 1. TIMING OF PLANT INSTALLATION 'MLU BE DEPENDENT UPON SEASON AND PLANT AVAILABILITY. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS, 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA, 4. TREES INSTALLED ON FRONTS OF INDIVIDUAL LOTS SHALL LRE PLANTED IN A LOCATION THAT DOES NOT INTERFERE WITH CURBSTOPS, INDIVIDUAL SEWER h WATER CONNECTIONS, OR DRIVEWAY LOCATIONS. 1. PRIOR TO TREE STAKING AND PLANTING OPERATIONS CONTRACTOR MUST CONTACT GOPHER STATE ONE CALL ( .gWbmstu(eoneoatl.wg w 811) TO VERIFY UNDERGROUND UTILITIES, WHERE PRIVATE UTIUDEs MST ON-STr TRE cGNTRACTOR Is REGUH? m TO HAVE THOSE LOCATED AS WELL 2, PLANT MATERIALS SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK: ANSI 260.1 LATEST EDITION. Mtp://artrericvrhoriwq/dprvmanl6/ANS Nr y Stock Stmdwd ANiw iKorl 2014,Pdf 3, NO PLANT MRSHTUTIONS SHALL BE MADE WITHOUT THE PRIOR WRITTEN AUTHDRITANON FROM THE CITY. 4 ALL TREE PROTECTION MEASURES TO PL FIELD STAKED PRIOR TO INSTALLATION. CONTRACTOR TO COORDINATE FIELD REVIEW OF PROPOSED TREE PRONE TON LOCATIONS WITH THE CITY AND PROJECT LANDSCAPE ARCHITECT PRIOR TO ANY TREE PROTECTION INSTAII.ATIOAL 5. ALL 71ZEE LOCATIONS TO BE FIELD STAKED PRIOR TO INSTALLATION, CONTRACTOR TO COORDINATE FIELD REVIEW OF PROPOSED TREE LOCAIDNS WIIH THE CITY AND PROJECT LANDSCAPE ARCHITECT PRIOR TO ANY TRUE INSTAI_AT4N. a ALL PLANTS SHALL BE PLANTED IMMEDIATELY UPON ARRIVAL To PROJECT SITE, NO PLANT MATERIAL IS TO BE LEFT OVERNIGHT ON THE PROJECT SITE WITHOUT BEING INSTALLED UNLESS WRITTEN APPROVAL BY CITY. 7 ALL TREES, SHRUBS, PERENNIALS AND LURE LAWN TO HAVE A TWO YEAR WARRANTY BEGINNING UPON WRITTEN ACCEPTANCE BY THE CIM DETECTIVE PLANTS AS DETERIa7NtT) BY THE MY SHALL NE REPLACED 1WTHIN 30 DAYS OF NOTICE WRING THE GROWNG SEASON, AND REPLACEMENT MATERIALS SHALL RECEIVE THE TWO YEAR WARRANTY UNTIL PLANTS ARE SUCCESSFULLY ESTABUSHED. N. CONTRACTOR TO PROTECT AND MAINTAIN ALL PLANINGS AND PLANT REDS, INCLUDING PROTECTION FROM WILDUFE, WELDING, RE -MULCHING FERTILIZATION, IRRIGATION AND ALL OTHER TYPICAL FORMS OF HORTICULTURAL CARE UNRL THE END OF THE WARRANTY FEMOD AS BETERMINED AND APPROVED BY CNTY. 9. ALL AREAS DISTURBED ADJACENT TO THE PROJECT SITE INC.UNXNG BOULEVARDS SHALL BE REPAIRED AND MAWTAINOD PER CITY DIRECTION. TO. PROVIDE A THREE YEAR MAINTENANCE PIAN FOR ALL SEEDING OF PUNT MATERIALS/AREAS WITHIN ALL COMMERCIAL PROPERTIES, COMMONLY HELD HOA AKEAS, CITY DUTLOTS AND R.O.W. AREAS, It, ALL TREE. SHRUB AND PERENNIAL PERS, WIION THE R.O.W. OR LOCATED ON COMMERCIAL PROPERTIES OR ON COMMONLY HELD HOA PROPERTY AND CITY OUTLOTS WITHIN DEVELOPMENTS ARE REWIRED TO HAVE AN AUTOMATIC IRRIGATNOIN SYSTEM DESIGNED BY AN EPA WATER SENSE CERTIFIED PROFESSIONAL THIS PLAN IS REQUIRED FOR CITY REVIEW AT THE SAME TIME AS LANDSCAPE PLAN REVIEW. 12. ALL TRADITIONAL TURF LAIN AREAS WARN R.O.W. OR LOCATED ON COMMERCIAL PROPERTIES ON ON COMMONLY FIELD HOA PROPERTY AND CITY OUILOTS VATHiN DEVELOPMENTS ARE REQUIRED TO HAVE AN AUTOMATIC IRRIGATION SYSTEM DESIGNED BY AN WA WATER SENSE CERTIFIED PROFESSIONAL THIS PLAN IS REWIRED FOR CITY RENEW AT WE OF LANDSCAPE: PLAN RENEW. STANDARD PLAN NOTES LANDSCAPE PLANS FEBRUARY 2015 slti vAYnlNblu.W4 Mr I CITY OF LAKE ELMO 9w JIIII WKE Elkp Supplemental Planting Notes 1. ACTUAL LOCATZIN OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE cownoNi& 2. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA_ 3. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 5. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMNED PRIOR TO ANY PLANTING OPERATIONS AND SHALL BE BASED UPON EXAMINATION AND/OR TESTING Of THE EXISTING SOIL CONDITIONS. LANDSCAPE CONTRACTOR SHALL NOTIFY THE LA FOR A FIELD RENEW OF SOL CONDITIONS PRIOR TO PLANTING. LA WILL DETERMINE THE NEED FOR ANY SIAL AMENDMENTS, 6. SACLRFILL SOL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (FOR SELECT TOPSOIL BORROW) AND SHALL RE NATIVE TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, ARO LARGE WEEDS. MINIMUM OF 4" DEPTH OF TOPSOIL IS REWIRED FOR ALL PE3RENNIALS, LAWN GRASS, AND NATIVE SEEDING AREAS. MINIMUM OF T2' DEPTH BACKFILL TOPSOIL IS REWIRED FOR TREE AND SHRUB PLANTINGS. 7, MULCH TO RE AT ALL TREE, SHRUB. PERENNIAL AND MAINTENANCE AREAS SHNEDDLD HARDWOOD MULCH TO HE USED AROUND ALL PLANTS WITHIN TURF AREAS PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH, MULCH TO BE FREE OF DELETERIOUS MATERIAL - 8. EDGING TO BE SPACED EDGE, UNLESS OTHERWISE INDICATED. SPADED EDGE TO PROVIDE V -SHAPED DEPTH AND WROTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. '..AL TREE, SHRUB, OR RAIN -GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. 9. PROVIDE IRRIGATION TO ALL STREET TREE AND BITTER LANDSCAPING ON SITE. REAR YARD AND ALL PLANTINGS W TH N NATIVE SEEDING LIMITS TALL NOT BE IRRIGATED. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR, LANDSCAPE CONTRACTOR TO PROVIDE SHOP ORAWRNGS TO CITY OF LAKE ELMO FOR APPROVAL PRIOR TO INSTALUYTON OF II53GATIoN SYSTEM.. CONTRACTOR TO PROVIDE OPERATION MANUALS. AS -BOLT PIANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST VIM OF OPERATION, SYSTEM SHALL NAN AVE ONE-YEAR WARRANTY ON ALL PARTS D LAHOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 10. ALL DISTURBED AREAS TO BE SEEDED OR SODDED, SEE PLAN. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX. FREE OF LAWN WEEDS. ALL TOPSOIL MEAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRANACF SLOPES OF 3:1 OR GREATER SHALL BE STAKED, SEED AS INDICATED ON PLANS WITH RESPECTIVE SEED Mrx(ES) & PER UNDUE SEEDING SPECIFICATIONS (SEE SET]] NIX TABLES ON SHEET 5). Savona 3rd Utwt Revision Drag m/2n/15 ODDQ) Ib5 Q�PU 06 D.b. U5/25/15 qw& 5 oP 5 West od 1!•1law +.r--,aYE-4y> _Ta W.A. CUM for: /,err rsPw.ir .r 1r A a,lN W.�N 1AFr1cAn A.(6/ID` ��.�.���.�1._. �,��3a..d y■Y■���■ Addition -�I r _ 7�,y.��� h6270]T.61ed 1671MaaesmGrr� 4T'I'Ir (U� - �r 1ti4t ar Corporation FnW Land8Cape Details Fr. 19527 pIT3822 Edw-n P.MM,IW 1934 1 AAHe 1{II Tal unITI7,U 9 0311tU - 76305 M& Avearm Narda Sd2e Gip wrre.aPr.k."'wS wm be t1Y.a U TWO U._ w 26M &..a ftm&K b0a� rfy� WMIJU D" W" LYx ®me, Afie3vaom