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7.1 SR 06-17-2013
City of Elk River REQUEST FOR ACTION TO ITEM NUMBER Mayor and City Council 7.1 AGENDA SECTION MEETING DATE PREPARED BY Public Hearings June 17, 2013 Jeremy Barnhart, Deputy Director, CODD ITEM DESCRIPTION REVIEWED By Kliever Lake Fields 4"' addition Cal Portner, City Administrator REVIEWED BY a. Conditional Use Permit (CU 13 -06) b. Ordinance for Zone Change R -3 to PUD (ZC13 -03) c. Preliminary and resolution for Final Plat (P 13 -01) d. Resolution for Easement Vacation V 13 -02 ACTION REQUESTED Approve the following actions in separate motions a. Conditional Use Permit, to allow for the rezoning to PUD b. Zone change, from R -3 to PUD c. Preliminary Plat, with conditions d. Final Plat, with conditions, by resolution e. Easement vacation, by resolution BACKGROUND /DISCUSSION The developer of Kliever Lake Fields 3rd addition is proposing redeveloping the un -built portion of his project into 21 single family, detached townhomes. The Planning Commission reviewed the conditional use permit, the zone change, and the preliminary plat at their meeting on June 11, 2013. Public Hearings were also held that evening. Staff and the Planning Commission recommend approval of the CUP, zone change, and preliminary plat. The preliminary plat approval included some conditions, most of which have been addressed: 1. The property shall be rezoned to PUD and a Planned Unit Development Agreement shall be agreed to. 2. The development shall meet all applicable fire codes. The fire chief shall verify the location of all fire hydrants, and may require additional hydrants necessary to preserve the health and safety of the residents. 3. A common platted lot shall be provided to cover access drives, green areas, and utilities. A blanket drainage and utility easement shall cover this lot. 4. A NPDES permit is required prior to final approval of construction drawings. 5. Landscaping improvements shall be made as recommended in staffs exhibit A. 6. Utility connections shall be made as recommended in staffs utility recommendation, exhibit B 7. Utility abandonment plan shall be approved by the city engineer. 8. A letter of credit in the amount of 100% of the cost of the landscaping and utility improvements shall be submitted prior to the releasing of the Final Plat for recording. P 0 w E H E D 0 r NaA f RE] 9. All required subdivision shall be provided in an electronic format (.dwg file) as required by the City Ordinance and Land Use Application prior to recording of the plat. 10. This approval of the Preliminary Plat shall expire after 1 year, unless the property owner or owner's agent has submitted a Final Plat or letter of request for extension. 11. Satisfaction of the easement vacation issue as part of Kliever Lake Fields 3�d addition to the satisfaction of Centerpoint Energy. Issues #1,5,6, and 11 are reflected in the revised drawings, or in the response letters. Planning Commission comment Planning Commissioners commented on the landscaping, questioned the easement vacation, and questioned the zone change to PUD. Public Comment One area resident spoke at the public hearing. He was concerned with the possibility of changing the PUD in the future to allow apartment buildings. He questioned the guest parking areas, and the term of construction. The Planning Commission does not review final plats, or easement vacations. Easement vacation. Kliever Lake Fields 3rd addition included a common lot, encumbered by a drainage and utility easement. Due to changes in the project layout, this easement needs to be vacated. It will be replaced by a new D/U easement. Originally, Centerpoint Energy had some concerns with the vacation, but those concerns have been addressed. Final Plat. The Final Plat must be consistent with the approved preliminary plat. Approval by resolution allows recordable copies to be prepared and signed by the Mayor and Administrator. Because there is no public infrastructure proposed, there is no development agreement. FINANCIAL IMPACT None ATTACHMENTS 1. Location map 2. June 11, 2013 Planning Commission packet 3. Revised landscaping plan 4. Easement vacation exhibit 5. Easement vacation comment letter 6. Centerpoint response 7. Resolution for Easement vacation 8. Revised final plat 9. Resolution for final plat 10. ERMU response to water issue 11. Ordinance for zone change 181 st AVE o 18 th LN ❑ ❑ z � CY 80th A 8 t T �]'� F-1 E y r El V 3 � � S IZ c KLEIVER LAKE FIELDS I PARK 1 79th V 4 � Cn g. E, P 13 -01, CU [liver 13 -06, ZC 13 -03, EV 13 -02 Location Map TIM POMERLEAU T � REQUEST FOR ACTION TO ITEM NUMBER Planning Commission 4.1-4.3 AGENDA SECTION MEETING DATE PREPARED BY Planning June 11, 2013 Jeremy Barnhart, Deputy Director, CODD ITEM DESCRIPTION REVIEWED By Requests by Tim Pomerleau for a Conditional Use Permit, Zone REVIEWED BY Change and Preliminary Plat Approval for Khever Lake Fields 4`" Addition, Case No.'s CU 13 -06, ZC 13 -03 and P 13 -01 ACTION REQUESTED Staff recommends approval of the following requests: Conditional Use Permit (CU 13 -06) Zone Change (ZC 13 -03) from R -3 to PUD Preliminary Plat (P13 -01) Sub)ect to the following conditions 1. The property shall be rezoned to PUD and a Planned Unit Development Agreement shall be agreed to. 2. The development shall meet all applicable fire codes. The Fire Chief shall verify the location of all fire hydrants, and may require additional hydrants necessary to preserve the health and safety of the residents. 3. A common platted lot shall be provided to cover access drives, green areas, and utilities. A blanket drainage and utility easement shall cover this lot. 4. A NPDES permit is required prior to final approval of construction drawings. 5. Landscaping improvements shall be made as recommended in staffs exhibit A. 6. Utility connections shall be made as recommended in staffs utility recommendation, exhibit B 7. Utility abandonment plan shall be approved by the City Engineer. 8. A letter of credit in the amount of 100% of the cost of the landscaping and utility improvements shall be submitted prior to the releasing of the Final Plat for recording. 9. All required subdivision shall be provided in an electronic format (.dwg file) as required by the City Ordinance and Land Use Application prior to recording of the plat. 10. This approval of the Preliminary Plat shall expire after 1 year, unless the property owner or owner's agent has submitted a Final Plat or letter of request for extension. 11. Satisfaction of the easement vacation issue as part of HIiever Lake Fields 3,d addition to the satisfaction of Center point energy. P /■EIEI I1 NATUREI Case File: P 13 -01 CU 13 -06 ZC 13 -03 Kliever Lake Fields 4th Page 2 Applicant Tim Pomerleau Location/ Address SE corner of 181" Avenue and Fillmore Street, about 5.7 acres. 60 Day Rule The City must take action by June 29, 2013* *The 60 day rule applies to the Zone Change, and Conditional Use Permit. This may be continued for an additional 60 days. The Preliminary Plat must be acted on within 120 days. OVERVIEW The property owner seeks approval of several applications, all intended to permit the platting and construction of the undeveloped portion of Khever Lake Fields 3`d addition. The actions requested include: Conditional Use Permit (CU 13 -06) Zone Change R -3 to PUD (ZC 13 -03) Preliminary and Final Plat (P 13 -01) Additionally, applications to be reviewed by the City Council have been filed for an easement vacation and the final plat. BACKGROUND /PRECEDENT The subject property was platted as Kleiver Lake Fields Yd addition in August of 2005 (P 05 -09). This project was originally developed under standard R -3 zoning. The public street and many of the utilities have been installed, as have many of the private drives and utility services to the lots. Shortly after plat approval, housing sales drastically slowed down as part of the economic recession. Only five of the original 13 multi -unit townhome structures (30 of 78 units) were constructed. The remaining structures and units were not completed. The property owner, recognizing the challenge of selling the back to back townhome product, desires to repurpose the project into a smaller lot, single family home product, with elimination of three of the private drives. The housing options are limited to the two options outlined by the Planned Unit Development agreement, though staff supports some limited flexibility to avoid having to amend the PUD agreement if a change in shingle color was in the best interest of the project and the city, for example. Each of the proposed 21 single family lots will have an individual private driveway connect to a private street. Each private street connects to a city street. The city will not maintain these streets, or the utilities within. Each lot is sized to accommodate a deck or a patio. The Council should determine if sheds are appropriate in this area. Staff recommends that the PUD agreement prohibit sheds and other detached structures, due in part to the limited areas and the desire to maintain green space. The open (green) spaces, and drives will be maintained by a homeowners association. Staff recommends that fairly stringent rules apply to the use of the back yard areas. The concern is that in areas with multiple owners, N: \Departments \Community Development \Planning \Case Files \P \P 13 -01 Kliever Lake Fields 4th \SR to PC Klever Lake Fields 4th 7- 11- 13.docx Case File: P 13 -01 CU 13 -06 ZC 13 -03 Kliever Lake Fields 4th Page 3 especially areas with smaller lots, a wide variety of maintenance standards is likely, causing an unkept appearance. At a high volume intersection, this affects the perception of the city. GENERAL INFORMATION Location Existing Use Comprehensive Plan Current Zoning Designation Subject Partially Urban Residential R -3 Property developed residential North Undeveloped Urban Residential R -1d South Developing Urban Residential R -3 residential East Residential Rural Residential R -1a West Residential Urban Residential R -3 APPLICABLE REGULATIONS Subdivision These findings are necessary for the city council approval of the preliminary plat and the final plat: 1. The proposed subdivision is consistent with the tinning regulations (article VI of this chapter) and conforms in all respects with all requirements of this Code, including the honing regulations and this article. 2. The proposed subdivision is consistent with all applicable general and specialitied city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. 5. The proposed subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a tour. 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists• a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer ystems d. Lack of adequate o site public improvements or support systems. N: \Departments \Community Development \Planning \Case Files \P \P 13 -01 Kliever Lake Fields 4th \SR to PC Kliever Lake Fields 4th 7- 11- 13.docx Case File: P 13 -01 CU 13 -06 ZC 13 -03 Kliever Lake Fields 4th Page 4 In the review of the standards for Final Plat as outlined, it appears that the request is consistent with all of these standards. Conditional Use Permit The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 7. lYlill not endanger, injure or detrimentally affect the use and enjoyment of otherproperty in the immediate vicinity or the public health, safety, morals, comfort, convenience orgeneral welfare of the neighborhood or the city. 2. 1Vill be consistent with the comprehensive plan. 3. Dill not impede the normal and orderly development and improvement of surrounding vacant property. 4. mill be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares 5. WIN not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to anypersons orproperty because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations 6. bill not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. 7. 1Vill fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30 -654. In the review of the standards for CUP as outlined, it appears that the request is consistent with all of these standards. Rezoning In reviewing a proposed amendment, consideration shall be given to existing conditions within the area directly and indirectly affected by the proposal, the conservation of property values, the use to which the property affected is being devoted at the time, and relevant provisions, if any, in the land use plan. ANALYSIS Conditional Use Permit A Conditional Use Permit (CUP) is proposed to allow for the rezoning of the property from R -3 to PUD, Planned Unit Development. All Planned Unit Developments acquire a CUP as part of the development approvals. This also establishes the Planned Unit Development Agreement, which outlines the application of the zoning requirements to the future land owners. Zone Change The Planned Unit Development zoning provides flexibility from the strict application of the R -3 zoning district to the mutual benefit of both parties. While the project will be patterned in many ways to be consistent with R -3, the proposal does not meet all requirements, including frontage on public streets, the required setback from major streets, and the design materials standards. The PUD process, an open, transparent review of a project, is supported in lieu of a number of variances, some of which could not be granted. N:\ Departments \Community Development \Planning \Case Files \P \P 13 -01 Kliever Lake Fields 4th \SR to PC Kliever Lake Fields 4th 7- 11- 13.docx Case File: P 13 -01 CU 13 -06 ZC 13 -03 Easement Vacation Kliever Lake Fields 4th Page 5 (The Easement vacation is not reviewed by the Planning Commission; information is provided for additional background.) The original development included a single, common lot, (Lot 49, Block 7 Kliever Lake Fields 3 "'). A drainage and utility easement was placed over the entirety of this lot, to facilitate the provision of small utilities (electricity, naturalgas, cable, telephone, etc.). With the redevelopment of the project, this common lot (and its easement) are inconsistent ivith the development plans proposed. Although a replatting is proposed, the easements remain in place until vacated. To date, the City has received one comment on the easement vacation, from Center oint Energy, who has placed utilities in the area to serve the then future Kliever Lake Fields 3r°. It is thought that these utilities a ill fall within the proposed easements as part of the plat, although this has not been confirmed. Staff does not support the vacation of the easement prior to agreement by Centopoint Energy. Preliminary Plat. The proposed subdivision is a reduction on the number of units from the previous approval. The applicant proposes 21 units where 48 units were to be located. The proposed housing style is one that is not prevalent in the City of Elk River, and does offer an alternative to the attached townhome and detached larger lot single family home. Color examples are attached. Building plans. The project proposes a single level, slab on grade two -bed, two -bath residential structure. The exterior of the structure will be finished in one of two options. Exteriors will consist of vinyl shakes, vinyl lap siding, and stone. Desigg. The front facade of the structures meet the design requirements of the R -3 zoning district. However, the remaining exposed surfaces of the structures are lap vinyl siding and do not meet the requirement. The PUD zoning designation allows the Council and the developer to agree on a number of details, including the design details. The Planning Commission and City Council should review this to determine if the proposal is appropriate for the area. The original assumption of the R3 zoning district was of large, massive structures, elevating the need for visual interest and texture. This concern is somewhat mitigated with the smaller buildings set at varying planes. The staff recommended landscaping further addresses the issue. Storage. The R -3 zoning district requires a certain amount of storage space, either in the form of a basement, or a larger garage area. The proposal includes a slightly larger garage area, and roof trusses designed to support 264 sq. ft. of storage above the garage, in an attic space. Staff supports this proposal. Staff does not support additional detached storage. Outlots. The proposed preliminary plat shows the drives and the parking areas to be platted at oudots. Staff objects to this configuration, as in similar situations, in a number of years these properties may become tax forfeit, and the City will either be forced to acquire them, or let them go to the market, where their ability to provide and maintain service to. These oudots should be added to other lots. Parks Park dedication has been satisfied with the original development of Kleiver Lake Fields 3rd N: \Departments \Community Development \Planning \Case Files \P \P 13 -01 Kliever Lake Fields 4th \SR to PC Kliever Lake Fields 4th 7- 11- 13.docx Case File: P 13 -01 Kliever Lake Fields 4th CU 13 -06 Page 6 ZC 13 -03 Transportation/ Circulation Currently, there are eight private drives planned to serve seven multi- family, back -to -back configured buildings. Due to this configuration, garage doors were located on both sides of a building. As they were not required for access with the proposed configuration, the majority of these drives were removed. Portions were retained to provide off street visitor parking to satisfy parking requirements for townhome projects. Utilities Existing utilities under the private drives will be capped and abandoned. The water lines will terminate in a fire hydrant, to avoid impacting the existing public street. The abandonment will need to be completed to the satisfaction of the City Engineer and Utilities, as approved as part of the construction documents. The easement vacation issue will need to be resolved to the satisfaction of Center point Energy. Elk River Municipal Utilities has suggested the extension of water lines in two areas, of which the applicant has agreed to neither. 1. ERMU requires that the water system be connected to the water main along the south side of 1815[ Avenue in the NE corner of the project. This connection was either overlooked or not required at the time of the original development; however, it is entirely appropriate to require this connection prior to the redevelopment. 2. ERMU requires a connection of the water services between the lines in oudot B and outlot D. Grading/ Drainage Part of the proposal includes a reshaping of the storm water retention pond. The volume of water storage remains the same. Landscaping The R -3 zoning district has clear criteria for the development of landscaping plans, and although not zoned R -3, staff strongly recommends that the standards outlined in R -3 are applied to the proposed development. The landscaping plan proposed by the developer lacks certain features, and exposes some parts of the project visually. The plan provides for some screening along the arterial streets on the north and east side of the projects, while the NW face of the units are exposed from 181't street. With the vinyl siding in this area, staff recommends some additional screening to visually break up the expanse of these walls. Additionally, a foundation plan needs to be provided, to include at least 5 shrubs per unit. Lastly, screening needs to be provided adjacent to the guest parking areas. Staffs recommended condition are based on the criteria outlined in Section 30 -994 (h), all as shown on staff exhibit A: • A foundation plan must be provided, and include 5 shrubs and 1 over story tree per unit. • Additional landscaping shall be added in areas to minimize visual impact to public streets, provide shade, and parking lot screening. ATTACHMENTS Location Map Applicant's Narrative dated April 30, 2013 Applicants response letter dated May 24, 2013 N: \Departments \Community Development \Planning \Case Files \P \P 13 -01 Klever Lake Fields 4th \SR to PC Kliever Lake Fields 4th 7- 11- 13.docx Case File: P 13 -01 Kliever Lake Fields 4th CU 13 -06 Page 7 ZC 13 -03 • Preliminary Plat as prepared by Pioneer Engineering, received May 30, 2013 • Landscaping Plan revised dated May 29, 2013 • Architectural Drawing, material samples dated received May 30, 2013 • Landscaping Plan, staff s recommendation, exhibit A • Utility Plan, staff s recommendation, exhibit B Action Motion by Second by Vote Follow Up N: \Departments\Community Development \Planning \Case Files \P \P 13 -01 Khever Lake Fields 4th \SR to PC Kliever Lake Fields 4th 7- 11- 13.docx 181st AVE o dJ 18 thLN UT] ,�� U ❑ El ZL 80 h A � 0 8 t T �O ❑ E � F-1 3 � KLEIVER LAKE 9 T , v FIELDS PARK 1 9th V MA LLJ E„ P 13 -01, CU wee 13 -06, ZC 13 -03, EV 13 -02 Location Map TIM POMERLEAU T N To: City of Elk River From: Meadow Creek Builders -Tim Pomerleau Re: Kliever Lake Fields 4th Addition Date: April 30, 2013 MEMO Kliever Lake Fields 4th Addition is a 21 unit single family development within Kliever Lake Fields located in the southwest quadrant of Fillmore Street and 181 st Avenue. Kliever Lake Fields is a development that began over 7 years ago with a mix of single and multi family products. This application is requesting to re -plat the northeast portion of this development from townhomes to a single family detached product. The applications being made are a re- zoning from R -3 to PUD, a conditional use permit for the PUD, preliminary plat, and final plat. The original plat is for 42 back to back townhomes. These types of townhome units are not presently viable to build new. Since the housing market crash starting several years ago, the market for this type of unit has suffered greatly. There are many townhome foreclosures in the area that are selling for well below what we could build them for brand new. The townhome market is still healing and until that comes back in this area, it is not in anybody's best interest to put brand new townhomes on the market that may not sell for quite some time. Meadow Creek Builders have paid out over $100,000 in property taxes since acquiring this neighborhood and have waited for some good signs in the housing market. We are seeing really good signs with this type of reduced lot single family home and there are neighborhoods similar to the one we are proposing that are having great success all over the metropolitan area including the north and northwest metro. We plan on placing a starting price for these homes at $180,000 which will provide a single - family home buying option to buyers who do not want a townhome and are not able to enter the higher price point single - family home markets. Not only are the types of homes we are proposing more viable in today's market but they will make a very nice single family addition and an additional life -cycle housing choice to Elk River and to the Kliever Lake Fields neighborhood. We are asking for a reduced setback along Fillmore Street NW from 50' to 25' minimum. We will maintain 50' setback along 18151 Avenue NW. We would also request 10' between buildings and 25' setback along the internal right of way. Because we are reducing the density on this plat by half, we are requesting some dispensation in the setback requirements so we can get 21 single family lots. We will provide a vegetative buffer between the homes and Fillmore Street as we did on the original plat. This buffer is comprised mainly of evergreen trees with some birch dispersed throughout. We appreciate you taking the time to consider our PUD application. We look forward to working with the City on Kliever Lake Fields 4th Addition and we are confident we will provide a successful, attractive new neighborhood to the City of Elk River. DATE RECEIVED ("q /30/13 May 24, 2013 Mr. Jeremy Barnhart City of Elk River 13065 Orono Parkway Elk River, MN 55330 Re: Kliever Lake Fields 4rh addition: Preliminary and Final Plat Conditional Use Permit Zone Change Easement Vacation Dear Mr. Barnhart, Please find below our response to your review comments dated May 16, 2013. Engineering/ Water 1) All abandoned sewer mains in the public right of way should be sand filled and capped in the manholes in the street. Plans revised per comment. 2) The water lines serving the former buildings under the private drives are considered private. While not recommended, they may be abandoned in place. However, to avoid the cost of removing the public core fitting in the street (and replacing a portion of the public street) that serves these private lines, the fire hydrants should be relocated to the edge of the ROW. Plans revised per comment. 3) There are concerns regarding water stagnation issues for lots that feed off of Outlot B and Oudot C. It is recommended that a connection be made between these two drives to address the water quality concern. The amount of water and the time required to fully exchange the water in the main was calculated to determine if stagnant water would result in water quality issues. The pipe in outlot B is 160 ft. in length. A 6 inch pipe of this length contains 235 gals of water. The estimated consumption for 3 buildings is 75gpd x 3units =225 gal. The water in the line will be replaced once every day for 3 units and twice per day for 6 units. Additionally each lot will have a lawn irrigation system supplied from the home. It would appear based on this calculation water quality should not be an issue. Tim Pomerleau discussed water quality with the home owners in the 3 units which are the only users on a 6 inch. They did not express any complaints about water quality. 4) Elk River Municipal Utilities recommends that the water main in oudot D be extended and connect to the water main running alongside the County Road, on the north boundary of the project to provide another feed into the development. This should have been part of the original improvements, but was neglected. The connection from outlot D to the county road was not made with the original development. At the time of construction of the 1" — 3'd Additions there was no water line in the CSAH 12 right of way. Has one been constructed since then? The private water system within the development does not require an additional connection to the public system for water quality or quantity. If the issue is more regional and necessary for the entire development (Klievers Lake 1" through 3`s Additions) then the cost should be borne by all the development not just by 21 lots. Streets 5) All private drives should terminate in a barrier curb. Plan revised as noted. 6) A Homeowners association agreement (pursuant to Minnesota Statutes ch. 515A, article 2 for condominiums, or Minnesota Statutes ch. 515B, for townhome subdivisions) will need to be prepared to govern the maintenance of the common areas, private drives and utilities, prior to approval of the Final Plat. Please provide a copy of those documents for review by the City Attorney as soon as possible. A homeowners association will be created. Landscaping /Vegetation 7) Comments regarding the landscaping will be forthcoming. These comments will be based on the requirements of Section 30 -994 g -4. R -3 residential versus Planned Unit Development zoning. 8) Staff supports the application to rezone to PUD to afford some flexibility from the strict setback requirements, with the understanding that the project remain generally consistent with R -3 zoning. The following comments are based on the review of Section 30 -994: (2.a) Please provide materials and colors proposed for the project. Are all units the same? Please identify interior storage areas. (2.e) Please identify total square feet of the different building materials. (3b) Please verify that the garage area meets the 584 square foot storage area. (g) guest parking will need to be provided at a rate of 1 space per two dwelling units. The builder will furnish additional architectural information. Eleven guest parking stalls have been added to the plan Centerpoint Energy 9) Counterpoint Energy has expressed concern over the proposed vacation of the easement the throughout the Lot 49, Block 1. Based on the previous approval, they have installed utilities in these areas. Please correspond with Centerpoint to ensure that they are comfortable with the easement vacation and their concerns are addressed. Their comment letter, along with corresponding exhibits is attached. Centerpoint has been contacted. The easement vacation that they are concerned about will be recreated with the final plat. It is anticipated that the vacation and the final plat would be filed at the same time. If you have any questions or require further information, please call me at 651 - 251 -0630. Sincerely, PIONEER ENGINEF NG P.A. p Parjthe , P.E.�`` Cc: Tim Pomerleau Meadow Creek Builders T 1Q _rxTn EXISTING PROPOSED FUTURE DESCRIPTION .. • ® SANITARY MANHOLE -- - - - - -- - - -- - - -- EXISTING SANITARY SEWER —> )— PROPOSED SANITARY SEWER > > FUTURE SANITARY SEWER A r� �k HYDRANT D4 N N GATE VALVE D ► ® REDUCER - - - -- -- - -- - - -- EXISTING WATERMAIN 1 PROPOSED WATERMAN I I FUTURE WATERMAIN ® m CATCH BASIN ® ® BEEHIVE • ® STORM MANHOLE ® FLARED END SECTION ® • CONTROL STRUCTURE - - - - -- % - - -- - -- EXISTING STORM SEWER —>> )>— PROPOSED STORM SEWER —>> >> FUTURE STORM SEWER SURMOUNTABLE CURB & GUTTER B -STYLE CURB & GUTTER RIBBON CURB & GUTTER EM SM MM mm mm Em PHASE LINE EASEMENT LINE ........... ......... .......::............ ......... . .......... EXISTING 2' CONTOUR LINE _ ............................... pN,.. .................. ..... .... EXISTING 10' CONTOUR LINE ooz PROPOSED 2' CONTOUR LINE PROPOSED 10' CONTOUR LINE 011 —`F� 98'0 POND OUTLET LINE - - -"` =900 - -- POND HIGH WATER LINE 84.3 PROPOSED SPOT ELEVATION x — ♦ ♦ EMERGENCY OVERFLOW DELINEATED WETLAND LINE • FEMA FLOODPLAIN BOUNDARY • • • • • • • • • STANDARD EROSION CONTROL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HEAVY -DUTY EROSION CONTROL TREE FENCE RETAINING WALL C CONSERVATION AREA SIGN T WETLAND BUFFER SIGN W _- -_ -_- -_- EX. CULVERT oh on EX. OVERHEAD UTILITY LINES tv tv EX. UNDERGROUND TELEVISION LINE t t EX. UNDERGROUND TELEPHONE LINE f° fo EX. UNDERGROUND FIBER OPTIC LINE e e EX. UNDERGROUND ELECTRIC LINE —9-9— EX. UNDERGROUND GAS LINE —X —X— EX. FENCE (BARBED WIRE) —#—#— EX. FENCE (CHAIN LINK) [] [] EX. FENCE (WOOD) O EX. CAST IRON MONUMENT ■ EX. ELECTRIC BOX o- EX. FLAG POLE • EX. NATURAL GAS METER O EX. HAND HOLE • EX. FOUND IRON PIPE EX. JUDICIAL LAND MARK EX. LIGHT POLE ® EX. PK NAIL EX. UTILITY POLE EX. LAWN SPRINKLER VALVE EX. LAWN SPRINKLER HEAD EX. SEMAPHORE EX. SERVICE O EX. TELEPHONE BOX 0 EX. TEST HOLE ® EX. TELEVISION BOX • EX. WATER WELL EX. MONITORING WELL ® EX. MAILBOX r 2) EX. CONTROL POINT I a EX. SPIKE EX. SIGN EX. CLEANOUT cl�...7 EX. SIGNIFICANT TREE L.�.�YYYJ -Y-Y1J EX. TREE LINE aEX. GRAVEL SURFACE 18 EX. BITUMINOUS SURFACE O EX. CONCRETE SURFACE SELECT BACKFILL MATERIAL O GRAVEL CONST. ENTRANCE PI ZNEERengineering KLIEVER LAKE FIELDS 4TH ADDITION PRELIMINARY PLAT ELK RIVER, MINNESOTA 2422 (651) 681 -1914 Ih— by—ify maz v' planwup,ep.e by Naznc R. Revu;•m. Men Enterprise Drive c °r lmaa my a�ut supervi :.rot azte �t i I Al 1. s2�2013 = Corvmmvrs Fax: 681 -9488 •"71' w.r. a+cmc� Mendota Heights, MN 55120 m • emy ure,..w P of m� E g �... W W W.Pioneeieng.w[n w� � ta,A,s of the Smle ofMi .'. Reg. No. 19860 Daze 0<-29-2013 Da Drown 8NM 1R1CT A %/C'All IC AlUl COVER SHEET I 9 MEADOW CRS 6382 BALSAM LANE NORTH MAPLE GROVE, MN 55369 LOCATION MAP 0 25 50 100 t GRAPHIC SCALE IN FEET SHEET INDEX 1. COVER SHEET 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT 4. EXISTING 3RD ADDITION UTILITIES 5. SITE PLAN 6. STREET PLAN 7. UTILITY PLAN 8. GRADING PLAN �■,., 9. DETAILS LS. LANDSCAPE PLAN Qz .4 Y'It�E�I� BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV.= 897.82 TRIPLE SPIKE EAST FACE OF POWER ZECEMED POLE NW OUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 00- ENC-11302t- 91= -COM T' AKE FIELDS 4TH ADDITION OF 9 ELK RIVER, MINNESOTA 1 ©W13Pi -P gffi i g,P.A. T ni / i. w::. 12 768 i 1"V LE. w.1vw. 1 L0 2013 Pioneer Engineering, P.A IJ� F- I�= C) CJ C5 FI IJ� c� <C CJ IJ_ F- L' u. PRELIMINARY PLAT 181ST AVENUE N.W. (C.S.A.H. NO. 12) 180TH LAN SI 179TH l�1 STREET , :< 180TH COURi;� N W n l AVE N.W. 5 1 i aQ 178TH 3i ul o' 175TH AVE. N.W. SECTIONS 1, TWP. 32, RGE. 26 LOCATION MAP NO SCALE 50 25 0 50 Scale in Feet DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: g �5 - -- - - - - -J L----- -�- - -- being 5 feet in width, end adjoining lot lines unless otherwise indicated, and 10 feet in width rear lot lines unless otherwise indicated on the plat. TOTAL AREA -' 6858sf i 0.1795oc .. .. n �plN MENS F- TOTAL LOT AREA .Jf � y— 6 TOTAL NUMBER OF LOTS - 1 LARGEST LOT 16,329 `h 7035sf 10458sf rc � .. 9684sf� s v I AVERAGE LOT 8,919 SQ. FT. ow / 8 i(3,, 66sf '^k , IIt— -- -- —I{ 66 50 74 190 DRAINAGE AND UTILITY OUTLOT G EASEMENT OVER ALL 2.7933 CZ 1� I 4.8838 I I 0.1212— OF OUTLOT G X sP` X729sf /y 2 ° \`pNtip o` G ,y6 �° -2 2V�J�j °� , p tl— TI I I 90 50 70 T _ 9 ^,� a4^tiT �sO 11sar/ ``'� J m 176 -) I ar 56 „sf J 3 88001 M19 ^ /� c J70 I 2( 0., 829ac / I rOQ / / \ / \ i 70 50 790 DRAINAGE AND UTILITY -�— 1 J nN �\ �� EASEMENT OVER ALL OF OUTLOT H OUTLOT H —I_ / ^^ SO 128 X 1 128 OD I I I ^ \ 139 37 J L —� /// ix --L JI e� \/ / / / PI$NEERenginee7ing _ 651 681 -1984 2422 Enterprise Drive ( ) Mendota Heights, MN 55120 Fax: 681 -9488 I hereby certify tMt this plso wast»d by me or under my direct supervisiw ami tbazl N'arr'c am a duly Licensed Professional Surveyor Re,W- 1. 5- 242013 CITY COMMENTS Dam x25-13 Deli red NAPBNM ` w— pioneereng.coon wWerthelaws ofthe SmteofMinuewu Reg. No. 42299 Dam `7-12 -13 Il MDP 2013 Pioneer Engineering, P.A IJ� F- I�= C) CJ C5 FI IJ� c� <C CJ IJ_ F- L' u. PRELIMINARY PLAT 181ST AVENUE N.W. (C.S.A.H. NO. 12) 180TH LAN SI 179TH l�1 STREET , :< 180TH COURi;� N W n l AVE N.W. 5 1 i aQ 178TH 3i ul o' 175TH AVE. N.W. SECTIONS 1, TWP. 32, RGE. 26 LOCATION MAP NO SCALE 50 25 0 50 Scale in Feet DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: g �5 - -- - - - - -J L----- -�- - -- being 5 feet in width, end adjoining lot lines unless otherwise indicated, and 10 feet in width rear lot lines unless otherwise indicated on the plat. TOTAL AREA 7.5181 ACRES TOTAL LOT AREA 4.2998 ACRES TOTAL NUMBER OF LOTS - 21 LARGEST LOT 16,329 SQ. FT. SMALLEST LOT 5,611 SO. FT. AVERAGE LOT 8,919 SQ. FT. TOTAL OUTLOT AREA 3.2182 ACRES NUMBER OF OUTLOTS 8 GROSS DENSITY 2.7933 LOTS /ACRE NET DENSITY (EXCLUDES OUTLOTS & R /1V) 4.8838 LOTS /ACRE PROPOSED ZONING P.U.D. EXISTING ZONING R -4 UTILITIES AVAILABLE - - - - - -- - Legal description for Preliminary Plat purposes only. Lots 1 through 42 inclusive and Lot 49, Block 1, KLIEVER LAKE FIELDS THIRD ADDITION, according to the recorded plats thereof Sherburne County, Minnesota MEADOW CREEK BUILDERS 6382 BALSAM LANE NORTH MAPLE GROVE, MN 55369 KLIEVER LAKE FIELDS 4TH ADDITION I 3 JP 9 ELK RIVER, MINNESOTA I P 14wi V i- i- nengmeenng avu,exou�ms xnxos u*m sweve�su Ihue [ha[[his lan was .��%f.�— Revisions (651)681 -1914 �'CO11�3' P >Aeq' Nye R. Dade 429 -201s 2422 Enterprise Dri ve a oa Ym my dhm sopervivun and ma[ I Mendota Heights, MN 55120 www.p1 -: 6eng9wm am a awy licensor P.uressiowl Enginers W I �10"� Des;R"ed PJC 3RD ADDITION UTILITIES undr+[he laws of [he S[a[e. of Mvmesota Reg, No. 19860 Da[c 45-29 -2013 Dawn BNM --------------- I ' ' I ' I © 200 Pion —Eng mering, P.A. 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV- 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 oaerrc -1 laoz�- steer- eac -vrn CLIEVER LAKE FIELDS 4TH ADDITION 4 9 ELK RIVER, MINNESOTA ___ .... 181ST AVENUE NW ----------------------------------------- - - - - -- r - -- 0 - -- - - - -- - - -- - - - -- ----- - - - - - - - -- - - -, / / 0 50' SET�ACK I 6 1 I j 1 2' 1 I / r - - -- 44' r - -- � / 1 1 I a 2 OUTLOT A 5 w \ ,eye • // 1 1 /� 4 I I I I, Q 2 0 1 1 I I 3 II N / I 1 / SI V"--------- 11I - - -�'N ------ / 6 I <\ / 5 \ •sue / �. II 4 5 6 II I I o DR[ WAY G ,.00 TLOT G -- m a 18' m sa z 2 \ � / ' .\� �`' 1 - -- I r— — - -- w w 2.9' Q I I I _ I I tie e \ 3 i i I Ld \ / I m OUTLOT C cvn) 1 2 ; 3 LT L- L_ - - -J --J -- o$ I I DRIVEWAY H OU OT H a s 180TH LANE NW / I PI9NEERenginee7ing 22 D— (651)681 -1914 1hmbyccn ffiaWi,Plan —N �b Nm Re2�2 ,-29-2013 MEADOW CREEKBUIIDERS 2422 Enteeprise DiiVe cod -dr-my di mp W—and du,I 1.5242013 CITY COMMINI'S Mendota Heights, MN 55120 µ,µ,µ,.p on mg.com m a dwy L;a�.n=w P. f..x"at engm— W'. °i°"` as =d PIC PRELIMINARY SITE PLAN 6 BALSAM LANE NORTH -du c� lw oNc SefMtr— R . N.. 19MO D- �wn M APLE GROVE, MN 55369 ©2013Pionce<Engi —mg,P 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV.= 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 00-ENG113M7- S= -Srrf KLIEVER LAKE FIELDS 4TH ADDITION S OP 9 ELK RIVER, MINNESOTA J i 181ST AVENUE NW t t f t t t t t 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - - -- 9 - - -- 9 - - -- 9 - - -- 9— ---- - 9 9 9 9 9 — 9 — — 9 9 612 C 9 RB & GUTT�R -------------- - - - - -- -- — — — — — — — — U AT DRIVEWAY END. - - - -- 7 2 +66.13 2 +66.13 ® I J i STALLS. I I 6 1 I MATH I MATCH I 2 +43.96 LL 2 +43.96 /' /'1 REMOVE EXISTING , W i i' / /// 1 BITUMINOUS PAVING r 2 O I UTLOT A 1 /// 11 -- CURB AND GUTTE I �� I 5 -- I 8612 CURB & GUTTER AT DRIVEWAY END. / / \ t +80.37 /' / ^I 1+43.711 REMOVE EXISTING BITUMINOUS PAVI G AND I 01. 2 ' 1 4 CURB AND GU R t +e0.3 �, MATCH 1 3 1+57.98 1 AT H L I REMOVE G \ 1 0.4 1+05.65 1 I CURB SA NC R INOU \ \� 3 ATCH 1 3 PARKING /j MA CH / STALLS. ARKING 6 / \ J, k�.fj/ \ \ SMALLS. MA CH�/ / 7 REMO A I TING N 3 / TTER B61 CURB TTER END. I I 4 5 6 4 �/ o �` _REMO... ISTING� PI8NEERenginee7ing 2422 En[ etprise ]hive (651)681 -1914 Fax: 681 -9488 Mendota Heights, MN 55120 vnvw,pioneereng.com 2013Pimrc &gb—v,g,P.A. 180TH LANE NW I hereby certify d this plan was paryvr4 by Revisions r. r ands my dhxrc sage Waa and d a, I 1529-20 . 13 CHIT COMMENTS m duty Lrenscd Pmf—maalEngn .der Ne laws of Ne Smse ar Mine— RCg, M. 19860 D 0x212013 W W H fn W 0 O f J J LL `2'" MEADOW CREEK BUILDERS P I PRELIMINARY STREET PLAN 6382 BALSAM LANE. NORTH ENM MAPLE GROVE, MN 55369 PARKING SUMMARY 11 TOTAL PARKING STALLS 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV.= 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 Oa H3027 -s r -ROAI KLIEVER LAKE FIELDS 4TH ADDITION 6 OF 9 ELK RIVER, MINNESOTA ...._ .... _._.._._ ... .......... .... RIM: 900.70 INV: 894.70 t t _ EX. 15" RCP 72' @ 0.64% LOWER RIM AND CHANGE CASTING RIM:900.99 181ST AVENUE NW INV: 895.09 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - - -- 9 - - -- 9 - -- 9 9 - - -- 9 - - -- 9- $FMQYE- 9 9 EX. 12" RCP --- - - - -- - --- -- BOX TO 6' DEPTH 42' @ 2.10% EX. CBMH -101_ ___EX 15" RCP �- - -- -LOWER RIM AND CHANGE CASTING- r 123' @ 0.23 %, C - - - _ RIM: 899.74 \ 1 I INV: 894.14 \� / ABA DON IN PLACE N POND 4 EX FES- 10o-�.._ / EX. MH -13 -� OUTLET =894.6 RIM: 896.78 } / O HWL =896.5 - -/ 2 RIM: 899.96 / /k16- IN V: 890.96 _ E.O.FVOL -11 / ,'EX. 30" RCP � - -- NEW CASTING WET VOL-11.150 AC-FT 30' @ 0.80% / 1 EX. CB -113 \ STOR. VOL =4.313 AC-FT ZEMO YDR T / /�/ 1 RIM 899.88 / A VA / / 1 -� INV: 896.08 \ OUTLOT A /,/ EX. 27" RCP EX. 8" PVC I / - 161' @ 0.13% 1 138' @ 0.54% EX. MH -14 I" \ EX. 8' PVC / OUT OT ERIM:90o.98 194' @ 0.71% / 1 EX. MH V: 890.53 \ / / EX. CBMH -102 1 1 RIM: 899.58 4 \ /x 2 RIM: 89.50 IN INV: 8944 21" R .45 , 1 EX. 21" RCP J d / \ PLUG 1 EX. 18" RCP 50' @ 0.16% 1 1 3 26' @ 1.567 I EX. 15" RCP \ \ REMOVE CURB / / EX. MH -12 / EX. CBMH -116 I .1 L 28 @ 0.79% / BOX TO 6' DEPTH / RIM: 900.85 / SEX. .\ (TYP.) , / INV: 890.00 \ \ RIM. 899.36 / \ / / INV: 894.96- RIM: 899.03 / 6 EX. 8" PVC \ INV 894.63 ABANDON IN PLACE / EX 15" RCP � EX. MH -11 155' @ 0.63% % 28' @ 0.46% 1\1 RIM: 901.65 EX. 8" \ PVC IN V: 889.15 / \ / // 149' @ 0.39% CB -1175 RANT \� \ RIM. 899.29 I rJ EX 8' PVC �- INV: 895.19 8 "x6 "RED 1 / -/�// YD / NT 113' @ 0417 t,MO \ 6" 90' BEND 1 1 \ ���ttt \ / EX. MH 4 I AND TE Al N / 10' -6 "DIP CL52 4 RIM. 900 07 / r A GND. E PI *NEERengineerang 2422 Enterprise Dwe (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 8h - .0- ereng- @ 2013 Pi-- Fnguuaing, PA. I hec� certify t Nu plan was pr,p i by Name e der y duel -p-mm and ma dWy Licensed P-fawW Engmn 19860 .der dsc laws of dre Sane ofMUmesou Re No. Revisions 1. 5292013 CITY C�S INV: 894.95 EX. 8" PVC 82' @ 0.53% EX, 15" RCP 63' @ 0.30% X CBMH 105 RIM: 899.44 INV: 895.24 , EX. CBMH -106 RIM: 899.78 INV: 895.88 EX. 8" PVC 161' @ 0.46% RIM. 900.94 \ II INV: 891.34 I \ I EX. 8" PVC 75 @ 0.35% EX. MH -9 RIM-901 30 INV: 89170 g g g 9 --- - - --EX 15' RCP - - - -- �154 @ 0.40% ' " r I 2 REMOVE EX. EXFES -5 ABANDON SANITARY SEWER PIPE ?'> - INV. 888.92 r q - )) -))- INV - 891.90 OUT INV: 896.28 - 1 1 ABANDON WATERMAIN PIPE r 3 EX. 8" PVC - [ 1 REMOVE EX. 18' RCP <\ 133' @ 0.45% EX. 8" PVC G r ® ABANDON STREET CB STRUCTURE 124' @ -2.16% _ X NEW /ADJUSTED STREET CB STRUCTURE 3 \ y / -' EX. 8" PVC ABANDON BEEHIVE STRUCTURE 0 NEW /ADJUSTED BEEHIVE STRUCTURE INV: 894,5 I \ HYDRANT "x6 "R REMOVE HYDRANT 145' @ 0.25% NEW HYDRANT ua EXISTING GATE VALVE CA NEW 18" RCP CL5 85' ® 0.00% - - N 9 6" 90' ND/ r EXISTING CURB STOP Yf ABANDON CURB STOP - EXISTING WATER SERVICE PIPE - X. MH -10 ` 13' -6 "DI CL52 r . EX MH -3 I RIM - 902.40 - "c�,p : E _gyy{g RIM: 900.86 INV 888.14 \ Gj / `\ INV: 888.46 EX. 8" Pvc / OUTLOT C i EX. CBMH -146 146' @ 1.07% RIM: 899.68 INV: 894.58 IEX. MH -1 EX. 8" PVC 18" RCP R7901.92 ° 166' @ 1.13% ,-EX. 79' @ 0.21% i r r / EX. 8" PVC EX. 901 6 RIM: 901.68 rr a r 180TH LANE 4 2' @ 3.74% INV: 886.48 NW 1/ r r /\ r r � r \ r \ r r .159 r \ ti AFT PI *NEERengineerang 2422 Enterprise Dwe (651) 681 -1914 Mendota Heights, MN 55120 Fax: 681 -9488 8h - .0- ereng- @ 2013 Pi-- Fnguuaing, PA. I hec� certify t Nu plan was pr,p i by Name e der y duel -p-mm and ma dWy Licensed P-fawW Engmn 19860 .der dsc laws of dre Sane ofMUmesou Re No. Revisions 1. 5292013 CITY C�S INV: 894.95 EX. 8" PVC 82' @ 0.53% EX, 15" RCP 63' @ 0.30% X CBMH 105 RIM: 899.44 INV: 895.24 , EX. CBMH -106 RIM: 899.78 INV: 895.88 EX. 8" PVC 161' @ 0.46% RIM. 900.94 \ II INV: 891.34 I \ I EX. 8" PVC 75 @ 0.35% EX. MH -9 RIM-901 30 INV: 89170 g g g 9 --- - - --EX 15' RCP - - - -- �154 @ 0.40% ' " r I 2 REMOVE - y- -�- ABANDON SANITARY SEWER PIPE ?'> - EX. CB -115 RIM: 899.58 11 q - )) -))- I OUT INV: 896.28 - 1 1 ABANDON WATERMAIN PIPE r 3 EX. 8" PVC - [ 1 I I 133' @ 0.45% EX. 8" PVC I 11 j I ® I I 1 ` iil d l l O I EX. 8" PVC X102' @0.41 %I I I X EX. MH -6I RIM: 899.71 EX. 8" PVC INV: 890.01 4 11 5 r @I oi3a% EX. 8" PVC 83 @ 0.47% EX. 15' RCP 66' @ 0.82% 1 I L -- L- IT I N.6 _WAY G_.....TL_ -EX. 15' RCP r -185' @ 1 /I 1 EX. MH -7I _ 13 RIM: 900.10 IN V: 8 90.50 2 ® 1 11 REMOVE 3 EX. 15" RCP 1 80' @ 0.09% I I L- - - - -J L - - -J L - - -J -- - -- EXISTING SANITARY SEWER PIPE - y- -�- ABANDON SANITARY SEWER PIPE ?'> - EXISTING STORM SEWER PIPE REMOVE STORM SEWER PIPE - )) -))- NEW STORM SEWER PIPE OUT EXISTING WATERMAIN PIPE H ABANDON WATERMAIN PIPE 'I I 81 Ial EX. 8" PVC 170' @ 0.48% 1; EX. MH -19 RIM: 902.05 INV: 892.25 I I I \$ 1, \� 179TH AVE NW Dade 429-2013 Designed PSC PRELIMINARY UTILITY PLAN Drawn H M -t EX. CBMH -114 RIM: 900.30 INV: 895.80 REMOVE EX. 12" RCP 42' @ 0.91% ABANDON IN PLACE EX. MH -17 RIM-899.77 INV R92 17 NEW 15" RCP CL5 116' ® 1.47% EES -115 INV: 897.50 3 z ABANDON IN PLACE W EX. MH -16 RIM: 900.67 NINV: 891.47 W Ir O _j REMOVE J EX. CB -108 P RIM: 900.01 INV: 896.91 REMOVE EX. 12' RCP 85' @ 0.38% EX. MH -18 RIM: 901.68 INV: 891.18 NEW 12" RCP CL5 X34' ® 0.06% CBMH -107 INV: 896.61 TNV:896.61 �REMOVE EX. EXCBMH -107 RIM: 900.99 INV: 896.49 NEW 12" RCP CL5 73' @ 0.07% 'INV: 896.66 .INV: 896.66 -EX. 12" RCP ,100' @ 0.29% EX. CB -110 -RIM: 899.66 INV: 897.05 MEADOW CREEK BUILDERS 6382 BALSAM LANE NORTH MAPLE GROVE, MN 55369 UTILITY REMOVAL NOTES WATERMAIN SAWCUT AND CAP ENDS OF WATERMAIN AT LOCATIONS SHOWN. DRAIP ABANDONED WATERMAIN, CAP ALL ENDS AND FILL WITH SAND. SALVAGE HYDRANTS AND 6" GATE VALVES AS NOTED AND CAP HYDRANT LEAD. REMOVE VALVE BOXES OF ABANDONED VALVES TO A MINIMUM OF 4' BELOW PROPOSE[ FINISHED GRADE AND BACKFILL WITH SUITABLE MATERIAL. SANITARY SEWER CAP THE ENDS OF SANITARY SEWER PIPE AND FILL WITH SAND AT LOCATIONS SHOWN. SANITARY SEWER MANHOLES SHALL BE REMOVED TO A MINIMUM DEPTF OF 4' BELOW PROPOSED FINISHED GRADE. BACKFILL ABANDONED STRUCTURES AND PIPE WITH SUITABLE MATERIAL. THE BOTTOMS OF ALL ABANDONED STRUCTURES SHALL BE PERFORATED TO PREVENT ENTRAPMENT OF WATER PRIOF TO BACKFILLING. STORM SEWER COMPLETELY REMOVE ALL STORM SEWER STRUCTURES AND PIPES NOTED. WATER AND SANITARY SEWER SERVICES REMOVE INSTALLED WATER AND SANITARY SEWER SERVICES TO THE CURE STOP BOX. SHUT OFF CURB STOP AND REMOVE CURB STOP BOX. CAP EN[ OF SANITARY SEWER SERVICE. LTTII.TTI' LEGEND -- - -- EXISTING SANITARY SEWER PIPE - y- -�- ABANDON SANITARY SEWER PIPE ?'> - EXISTING STORM SEWER PIPE REMOVE STORM SEWER PIPE - )) -))- NEW STORM SEWER PIPE - ---- - - - -I- EXISTING WATERMAIN PIPE ----- I- - - - -1- ABANDON WATERMAIN PIPE -1-1- NEW WATERMAIN PIPE EXISTING SANITARY SEWER MANHOLE 0 ABANDON SANITARY SEWER MANHOLE EXISTING STREET CB STRUCTURE ® ABANDON STREET CB STRUCTURE ® NEW /ADJUSTED STREET CB STRUCTURE 0, EXISTING BEEHIVE STRUCTURE 0 ABANDON BEEHIVE STRUCTURE 0 NEW /ADJUSTED BEEHIVE STRUCTURE EXISTING HYDRANT V REMOVE HYDRANT i� NEW HYDRANT ua EXISTING GATE VALVE CA ABANDON GATE VALVE N NEW GATE VALVE EXISTING CURB STOP Yf ABANDON CURB STOP - EXISTING WATER SERVICE PIPE - ABANDON WATER SERVICE PIPE - EXISTING SANITARY SEWER PIPE - ABANDON SANITARY SEWER PIPE 0 25 50 100 GRAPHIC SCALE IN FEET BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV.= 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 0btNG 113M7- SHEFT -= KLIEVER LAKE FIELDS 4TH ADDITION % OF 9 ELK RIVER, MINNESOTA S PI CNEERengaineerring 2422 Enterprise Drive (651) 681 -1914 Mendota Heights, MN 55120 .a,µw., ioneeren 9wm P g 2013 Planar Engine g, PA. GRAPHIC SCALE IN FEET LEGEND DOUBLE SPIKE EAST FACE OF POWER ® CATCH BASIN INLET PROTECTION � ROCK CONSTRUCTION ENTRANCE ELEV.= 897.82 TO BE INSTALLED PRIOR TO TRIPLE SPIKE EAST FACE OF POWER INSTALL BEFORE START OF GRADING POLE NW QUADRANT OF FILLMORE START OF GRADING. ELEV= 909.73 0 E!i -H3027- SNEE7GR l MEADOW CREEK BUILDERS 6382 BALSAM LANE NORTH KLIEVER LAKE FIELDS 4TH ADDITION MNDOT CAT 2 EROSION CONTROL BLANKET. MAPLE GROVE, MN 55369 ELK RIVER, MINNESOTA INLET PROTECTION TO BE INSTALLED INSTALL WITHIN 7 DAYS OF GRADING COMPLETION WITH CATCH BASIN GRATE OR OR BEFORE 1ST RAINFALL EVENT WHICHEVER IS FIRST FLARED END SECTION. , , , , , .. . PERIMETER EROSION CONTROL FENCE. Ihereby eenify Nazthis plan waz prepared by e nr—w my Eu— sapervm- and dtazi Na1°e W S. Gune Revisiotu 1.529 -2013 CITY COMMENTS Daze 429-2013 Deli ned PIC 77�,{77�T PRELIMINARY GRADING m a dwy licertvW Profasiowl Fnginw wder the laws aft , So— fMitme Reg. No. 19860 Date 0 29 -2013 GRAPHIC SCALE IN FEET BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV.= 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 0 E!i -H3027- SNEE7GR l MEADOW CREEK BUILDERS 6382 BALSAM LANE NORTH KLIEVER LAKE FIELDS 4TH ADDITION OF 9 g 9 MAPLE GROVE, MN 55369 ELK RIVER, MINNESOTA RD B�=� TYPICAL SECTION BENIND cu. (ttP PUBLIC STREET D• NO t5' tt1P5g4 SEED k uuC 1 ___jfP6EN OtDiA 3 6• coxasTE MI .N - ---7 -- N. s ... cE s Acct CONRCREtE CURB tl41C: AND 86te CONCRETE CURB AND CUTTER i0P OF CURB ALL BE PLACED ARCUND NAX, 0' gFLOW AT ME ENDS OF DRIVES, AND STREET'[ NEAR STDRM SEWER STRUCTURES, PAVEMENT SECTION 1 NY NWSNi�<N LOAN COURSE, MVWE 45035C R" B TUM NOUS BASE COURSE. -W 350350 TYPICAL SECTION BLOCK NO. �-- VARIES -+ 2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTUNED BELOW. I(FRONT SETBACK) LOT N0. DRIVEWAY HOUSE TYPES I °,� SOG -SLAB ON GRADE 2r 0 -� 3 28.0 E BEHIND CURB ( *w I E DRAINAGE & UTILITY- EASEMENT 4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. C E t /.' PIDN FDCT iD 2 6" TOPBgL SEED k uuCCx Tw FINISHED GROUND ELEVATION 7 6. ALL SOILS WALL BE COMPACTED PER SPECIFICATIONS. POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR 7. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 8. COMPLETE SITE GRADING PER PLAN. IT LOWEST FLOOR 3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 10. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY 11. STA8IUZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION Nln. 3 a. s Acc. BASE ELEVATION 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION m WAIHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. GARAGE ELEVATION 9128 AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY Ar4DCCUTTER GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES PERMIT AFTER COMPLETION OF I O ? D ow s Tr 2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN NUMBER OF STEPS SOG SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER 3. BMPS REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION STE EROSION APPROVED METHODS AND /OR AS SHOWN ON THE EROSION CONTROL PUN. RECOMMENDED 2 SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE 4. ALL EROSION AND SEDIMENT CONTROL FACIUTIES (BMP'S) SHALL BE INSTALLED AND IN UPGRADE LAND DISTURBING ACTIVITIES BEGIN. OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK PAVEMENT SECT10N GARAGE SIDE TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT AREA THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR NQH- CHUTE 0.AAA CUTTER 1.sNU IDUM.CUs DAR CDURBt, MVwE .5.1. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING S. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE ND �6i81CB m ARwNO NAnll. NEAP STOIiN� N£F IS RuA&S. 2• BITUMINOUS BASE COURSE, Lww 35035C s- ass s AccRECATE BASE COMPACTED suBDRADE FNISHED ELEVATION ® LOT CORNER F _ _ _ _ z S zA c RD B�=� TYPICAL SECTION BENIND cu. (ttP PUBLIC STREET D• NO t5' tt1P5g4 SEED k uuC 1 ___jfP6EN OtDiA 3 6• coxasTE MI .N - ---7 -- N. s ... cE s Acct CONRCREtE CURB tl41C: AND 86te CONCRETE CURB AND CUTTER i0P OF CURB ALL BE PLACED ARCUND NAX, 0' gFLOW AT ME ENDS OF DRIVES, AND STREET'[ NEAR STDRM SEWER STRUCTURES, PAVEMENT SECTION 1 NY NWSNi�<N LOAN COURSE, MVWE 45035C R" B TUM NOUS BASE COURSE. -W 350350 CE STREET - LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) z z z F 0 0 0 0 LOT PROFILE _ DIRECDON OF FLOW _ STREET PROFILES -- -- DIRECTIONOW ON STREET 0.5 0.5' LOT BENCHING DETAIL NO SCALE PHASE SEQUENCE CONSTRUCTION ACTIVITY REQUIREMENTS BLOCK NO. �-- VARIES -+ 2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTUNED BELOW. I(FRONT SETBACK) LOT N0. I HOUSE TYPES I °,� SOG -SLAB ON GRADE L I- -i 2. INSTALL CONSTRUCTION ENTRANCE 3. IN STALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). ERI I i E CE STREET - LOT INFORMATION (TYPICAL SECTION NOT TO SCALE) z z z F 0 0 0 0 LOT PROFILE _ DIRECDON OF FLOW _ STREET PROFILES -- -- DIRECTIONOW ON STREET 0.5 0.5' LOT BENCHING DETAIL NO SCALE PHASE SEQUENCE CONSTRUCTION ACTIVITY REQUIREMENTS 1, THE SIZE OF EACH FILL OPERATION SHALL BE LIMITED TO 10 ACRES PRIOR TO STABILIZATION. 2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTUNED BELOW. A EROSION PREVENTION PRACTICES 1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, GRADING ET I N.F HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. 1. DETERMINE SIZE OF FILL AREA BASED ON AVAILABLE SOIL THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, 2. INSTALL CONSTRUCTION ENTRANCE 3. IN STALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE). ERI STAKES, SIGNS, STET FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING. 2. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER S. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF /ACRE OF AREA STRIPPED. CLEAN TEMP CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED BASIN ONCE 50X FULL WITHIN 7 DAYS. THESE AREAS INCLUDE POND S1DE SLOPES, EXPOSED SOIL AREAS WITH A 6. ALL SOILS WALL BE COMPACTED PER SPECIFICATIONS. POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR 7. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN. 8. COMPLETE SITE GRADING PER PLAN. OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. 9. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH. 3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 10. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS. LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY 11. STA8IUZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). PRACTICES 4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION GETNFRAI NOTES WAIHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 1. CONTRACTOR TO ADHERE TO ALL REOIREMENTS OF THE MINNESOTA POLLUTION CONTROL B. SEDIMENT CONTROL PRACTICES AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES PERMIT AFTER COMPLETION OF AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES 2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN PROGRESS. SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER 3. BMPS REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION STE EROSION APPROVED METHODS AND /OR AS SHOWN ON THE EROSION CONTROL PUN. AND SEDIMENT CONTROL PLANNING HANDBOOK. 2 SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE 4. ALL EROSION AND SEDIMENT CONTROL FACIUTIES (BMP'S) SHALL BE INSTALLED AND IN UPGRADE LAND DISTURBING ACTIVITIES BEGIN. OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK 3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT DAMS AND TEMPORARY 9LT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT AREA THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE EROSION HAS PASSED. 4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING S. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONSTRUCTION UNTIL ALL SOURCES NTH POTENTIAL FOR DISCHARGING TO THE INLET HAVE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS BEEN STABILIZED. DICTATE THE PERMITTEE SHALL ANTICIPATE THAT MORE BMI WALL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE STE DURING THE COURSE OF CONSTRUCTION, IT IS 5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF ME RESPONSBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CREATED BY CONSTRUCTION ACTIVITIES AND /OR CUMATIC EVENTS AND TO PROVIDE ADDITIONAL CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. ELI OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN 6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND /OR AS SHOWN ON THE EROSON CONTROL PLAN. WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. C. DEWATERING AND SURFACE DRAINAGE 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE B. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS. PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE DO NOT BACK- BLADE LEAVE A PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE SURFACE ROUGH TO MINIMIZE EROSION. BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE 9. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 A 387. ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY 10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 @ 3876. DISSIPATION MEASURES. 11. SLOPES AT 3:1 OR STEEPER, AND /OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND 2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE TACKIFER MULCH. IMPACT TO THE WETLAND. 12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS D. INSPECTIONS AND MAINTENANCE AND PAYED AREAS. 1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY 13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT TRUCK TO ALL CONSTRUCTION AREAS OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION 14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.) ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED AROUND ALL PONDS. E. POLLUTION PREVENTION MANAGEMENT MEASURES 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF 1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS. 3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE P18NEERengineering' DECREASING IS ALLOWED ON SITE. ava,EnclN6rxs ,•.ro>•TANNVts wro.nmverLRS (651) 681 -1914 Ifi_ c4,iry mat w: Plan waty�Ba.w Try Nam ` Rcvili -I 2422 Enterprise Drive Fax: 681 -9488 owe„ y air sDycTVsiPn a w1I w T. cnrrNc Mendota Heights, MN 55120 eer m www.pion eng.eo m a dwy Lire M PTDf.'si l Eng.- Dnde tews DffC E_DfMinn w. RCg.ND. 19860 Datc 04- 242813 ©2013 Pi- Engine g, P.A. O yJPF'PIP jeJeG FINISHED GRADE GRADING GRADE SOIL N 0 -_ 0LMIN. SLAB ON GRADE NO SCALE L.1 J> ~W If o w �qk 10: 1 3 MIN. 2' COMPACTED q CLAY LINER. STORM WATER BASIN SECTION TEMP ROCK CONSTRUCTION ENTRANCE 72' 1 1 NIL 0.5' TOPSOIL GRADING GRADE VARIES PROPOSED FINISHED GRADE EXISTING GRADE I - Galvanized J bolt w/ wing nut CATCHBASIN INSERT SELECT BACKFILL) \\ // LIMIT OF SUBGRADE EXCAVATION MATERIAL SELECT BACKFILL MATERIAL \Sj p,6t- P�RIP� COMPACTED BACKFILL sX ON M/ r NON- SELECT BACKFILL MATERIAL NON - SELECT MA BACKFILL MATERIAL MAX' COMPACTED BACKFILL COMPACTED BACKFILL MAX MIN. ryD BOTTOM OF UNSTAB E MATERIAL SUBGRADE CORRECTION DETAIL NO SCALE 21.604 DIA. $ S O _ .225 CK Silt Fabric Sleeve per MnDOT special o provision 3886 25. DIA. 25.681 DIA. 26.806 DIA. TAH O.D. 27" INFRASAFE SEDIMENT CONTROL BARRIER -DG (FOR USE WITH DITCH GRATE INLET CASTINGS) STANDARD DETAIL DETAILS I MEADOWACREEK BUILDERS LANE NORTH BENCH MARK DOUBLE SPIKE EAST FACE OF POWER POLE WEST OF FILLMORE STREET NW. 50 FT SOUTH OF 178TH AVE. NW. ELEV- 897.82 TRIPLE SPIKE EAST FACE OF POWER POLE NW QUADRANT OF FILLMORE STREET AND 175TH AVE. NW. ELEV= 909.73 00-ENG-1 13027- SEIEFF -DTL KLIEVER LAKE FIELDS 4TH ADDITION 9 0 1 F 9 EL.K RIVER, MINNESOTA PI8NEERengineering 7422 Fanerpnse Drive (651) 681 -1914 Mendota Heights, MN 55120 ax: 66811 -9488 www F p g..— 2012PUKI— Engi —mg I herby —ify HvI, this plan Was pH,p by RevisiHms e Name . my dhM Sep —isim and IRA, I 529-13 city.,.. s m AIZ d Lierlt Iundscape awlect 1em L. llwmpson mda Hhc laws of the SFate MfMumYa K Reg. No. 44763 D. Date ILnwn MT r -____ t Y s t KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS OVERSTORY TREES 1 \ YINSTALLATIOIN.�WATWIRNG MUST BE SUFFICIENT TO THOROUGHLY SET PLANT ON C/ BALL AND AM AUTUMN BLAZE MAPLE /ACER X FREEMANII'AUTUMN BLAZE' 2.5" B&B 9 E ROOT FLARE IS AT FM UP i0 1' E. ME RNISNED GRADE HL THORNLESS HONEYLOCUST GLEDITSIA TRIACANTHOS INERMIS 2"5" B&B 6 DEEP (OO NOT PLACE MULCH `� _1 \ L, �' AGAINST TRUNK OF TE). RE NM NORTHWOODS MAPLE ACER RUBRUM 'NORTHWOODS' 2.5" B&B 6 RB RIVER BIRCH ETULA NIGRA 'HERITAGE' CLUMP 10' B&B 7 RO RED OAK /QUERCUS RUBRA 2.5" BAB 6 SL SENTRY LINDEN LIA AMERICANA 'SENTRY 2.5" B&B 6 EVERGREEN TREES BS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 6' B&B 43 ME LANDSCAPE CONTRACTOR SH ST ME PROJECT ST M BECOME FAMILIAR WM ME EXISTING CONDITIONS j PRIOR TO SUBN.ITTMG A RD, THE LANDSCAPE CONTRACTOR SHALL NORFY ME LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DAIS AT 'LEAST 7 DAYS IN ADVANCE. ? THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ME FIELD MER FCATON OF ALL EXISTING UTUTY I LOCATIONS ON ME PROJECT SITE "M GOPHER STATE ONE CALL t -800 -251 -1166 PRIOR 1 COMMENCING WORK, I ME LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ME PROTECTION AND REPAIR OF EXISTING UTUTES DAMAGED DURING CONSTRUCTION AT NO COST TO ME OMm NOnFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELQMROV. - GRALHNG TO BE PERFORMED BY OTHERS. - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN ME 1 ....,.MEDIATE AREA - ALL PLANT MATERIAL SHALL MEET ME STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF NURSERYMEN- AMERICAN STANDARD FOR NURSERY STOCK. ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PLANTING ON I - DECTOUGUS AND CONIFEROUS TREES SHALL NOT BE STAKED. BUT ME LANDSCAPE CONTRACTOR MUST WARANTEE -'STANDABILITY TO A WHO SPEED OF ED M.P.H. ME LANDSCAPE CONTACTOR SHALL PROWDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT OIN NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUsDER AND LANDSCAPE CONTRACTOR, THE LANDSCAPE AR T RESERVES ME RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE. ON AFTER INSTALLATION. MERE Is A DESCREPANCY BETWEEN ME NUMBER OF PLANTS SHOWN ON ME PLAN AND ME NUMBER SHOWN ON ME PLANT UST, ME NUMBER SHOWN ON ME PLAN WILL TAKE PRECEGENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSBLE FOR ALL MULCHES AND KANTING SOIL W—RES TO COMPLETE WORK SHOWN ON THE PLAN. ME LANDSCAPE CONTRACTOR SHALL MERIFY ALL WANTHES SHOWN ON ME PLANT SCHEDULE. - CONMERCIAL GRADE POLY LAW! EDGING SHALL BE INSTALLED WHERE NOTED. - ME LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO ME ST CAUSED BY ME PLANTING OPERATION AT NO COST TO ME OWNER. ME LANDSCAPE CONTRACTOR SH KEEP PAVEAt NTS CLEAN UNSTAWMED ALL PEDESTRIAN AND MEHICLE ACCESS TO BE MAINTNNED THROUGHOUT CONSTRUCTION PERIOD. A WASTES SHALL BE PROMPRY REMOWD FROIA ME SITE. ANY DAMAGE TO EXISTING FAGUMEE SHALL BE REPAIRED AT ME CONTRACTON'S EXPENSE. - THE CONTRACTOR SHALL BE RESPMSBLE FOR COMPLYING WM ALL APPUCABLE CODES, REGULATIONS AND PERMITS GOVERNING ME YORK. - STORAGE OF MATERIALS OR SUPPLIES ON-ST GULL NOT BE ALLOWOI. i LANDSCAPE PLAN I MEADOW ACREENEUBUILDERS MAPLE GROVE, MINNESOTA 55369 DECIDUOUS TREE PLANTING DETAIL RIM OUT DEAD W000 AN[ V£AK AND /GR DEFORMED FF.I1HED GRADEBOVE ME PLACE PLANT OF 'L N HOLE WM B AND WIRE BASKET, (IF USED), INTACT. BACKRU WTHIN APPROXIMATELY 12" OF THE TOP OF RGOTBA WATER PLANT. REMOME TOP JJ55 OF THE BASKET OR ME NP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. RENOME ALL BURLAP AND NAILS FROM TOP OFD BALL Gk E. SCARIFY BOTTGM AND SIDES CF ROLE PRIOR TO PLANnNG. WATER TO SETTLE PLANTS AND FILL VCADS. WATER WTHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFDGENT TO THOROUGHLY Sa NRATE ROOT BALL AND PLANTING HOLE, PLACE MULGH WTHIN 46 HOURS OF THE SECOND WATERING LESS SOIL MOISTURE IS EXCESSIVE. SHREDDED WOOD MULCH MIN. 4' DEEP (DO MOT PUCE MULCH AGAINST TRUNK OF TREE). PLUMB AND B RUL WM BACKFIU SOIL BREAK DOWN SIDES OF HOIE WHEN BACKFIWNG. CONIFEROUS TREE PLANTING DETAIL TRIM OUT DEAD WOOD AND WATER TO SETTLE PLANTS AND WEAK AND /OR DEFORMED FlLL VOIDS. TAI DS DD-UDI CUT A LE ER. DO MOT PAINT CUTS. 1 \ YINSTALLATIOIN.�WATWIRNG MUST BE SUFFICIENT TO THOROUGHLY SET PLANT ON C/ BALL AND UNDISTURBED SOIL ORWiHOR CONPACTED EA FILL r PAYJRATE HOIEi d PLACE MULCH WMIN a0 HOURS TMOIL INSTALL PLANT SO OF ME S SECOND WATERING E ROOT FLARE IS AT FM UP i0 1' E. ME RNISNED GRADE ✓ l� �\� ¢ ` UNLESS SOIL MOISTURE IS ,N SHREDDED YrOCO MULCH M. 4' PLANT IN PLANTING PLACE BURLAP HOLE WM DEEP (OO NOT PLACE MULCH `� _1 \ L, �' AGAINST TRUNK OF TE). RE WRE BASKET. (IF USED). . J 2 INA T ACT. BACKFI(L OM APPROXIMATELY TB ON ME TOP Of RODIBALL KUMB AND OIL GRE GO �� BACKFlLL SOIL &HEN DOWN "%- w �... �- SIDES OF HG.E WHEN WATER PLANT. REMOVE TOR K BASKET NOR IZON RING" E S GREATER. REMO ALL BURLAP AND NAILS FARM TOP E Al B RENO TWNE. SCARIFY BOTTOM AND .DES OF HOLE PRIOR TO PLANTING. 0 25 50 too GRAPHIC SCALE IN FEET LAKE FIELDS 4TH ADDITION I Ll ELK RIVER, MINNESOTA 11302' ELEVATION NOTES. Front gables 9.12 W/ I'•6' 2'-0" soffit W/ 6,12 roof 1'•0" O.W. gable ends V1041 shakes front gable vinyl lap aiding as showi atom as shown 0 0 0 0 vam as raq. vinyl a.dlrg ❑ RIGHT E,4EVATION ...I. 4a" • I' -0" LEFT ELEVATION m.v vs" . M10" 1' /�l` "I V-11�1 vinyl Hding �Mwn W1lh gallant! pmreh REAR ELEVATION .Nl. va" • 1'4" Front elevation note vinyl shakes 64 sq,ft, (25%) atom 19 sq,ft, (90 %) vinyl lap 120 sq.ft. (45%) MEADOW CREEK BUILDERS NOTE+ All openings to exterlor must be caulked a flashed, Flashirg Is req, where all roof a vertical surfaces most or where siding material changes. I to various site eondittore Individual lots, the grade lines resented by this print are for ltrative purposes only. .y do not reflect actual shed grade NOTE, contractor to vWify all motes, conditions, and dimensions, and be responsible for the alms, DAVE !RECEIVED 5%//-3 NOTE: All hisaiders, 2-2xl0'S -dese noted other•"m 1!P WxM"x40' basis" Wr stow veneer atom top r.x& treated post 12.12 CUAO• Oak= wir, 3" bearing • ea. mid OF all sago - IM beam. NCITF- to verify all notes, contractor and headers, V9 -r-a" cs� greater. *pa n& Of c"iditlans, and and (untem noted) x optional op� be respormillAs foi, the same. concrete patio ik? NOTE— provide solid bearing Under OPTIONAL PORCH all beans, headem, qlnf vaulted down to Foundation. —bv-eb 0 24, ci� NOTE— a Joist ate to V-111's size 41 spar-fris or all tresses/ bd —trusam m 247Oc. CqNfws BEDROOM vaulted OREAT ROOM -0i vautted lab I Yom' it, Y-.- x oaksm I Ell 45 LINEN EBATW 9 KITCHEN A42 4 died ------------- -------- ------ w CL LAUNDRY zac Am-- 0 ----- girder tram stern shelter ----- SATH 7�-,e = Ys, - ... in shestrock entire --------------- i ------- 246 q-fL storage 5trDR00" V 9 CARA6E 3,uto,. 533 t� W ----------- ----------------- Saracle Wails concrete zw. * porch of posi ma ronuwrts to be framsd in SI —inussiss, a to ARC code RbOZ&2 artsirmste sim pwd akPicani. — - door 3-13/4"xt4" tvi ww'i OFD MAIN FLOOR PLAN scale V4'. f-O" p" 3 of 4 1440 sctM opt- porch " sq-FL i for b" block 4 eor S" block 2&"x H" Footing 1 cor 6" block 4 cor 17' block 2a "x a" footers Pont above S con. S" bloc WW, Footing 14' -0' big° mks. 3" boffins r a& and or all micro - Iam beam. and headers o/ apans of 1Ittom or Beater. -------- - - - - -- _ - - - - - -- coaeraotar to verify all rotas, fimfaas mead) fuMe and c tm forte, and 6" block ___________ be rsapon9ole for the same. 4 ear 8" block NOTE 20 x 8" roaring preside aoitd booing wrier 441 be headers, gird as loam to rowdattom OFMONat. POWN Q NOTE. tams 4 Joist. "to virus ]I,- of= 4 apacinig of all umases/ . .(Dist. UNEXCAVATED I M6" block 4 S" beoek 20"x e" foottng ahadter abDVa fee detail •-------------------- - - - - -- ---------------------- e cor a block 4 cor t2" block 10' Y 2&'X e footing 4 UNEXCAVATED i con 6" bock 4 cor S" block : 20 "x S" Footing' 2&-&, FOUNDATION PLAN scale 114!'- 1' -0" page 2 of 4 ENERGY NOTES , -Gontlnuoua air barrier at all plumbing and heating penetrations. -Piro stops must be Installed to block air movement, 4Wtnd wash barrier required at the exterior edge of attic Insulation. Wind wash barrier required at cantilevared floors and bay windows. Window and door frames and utility penetratlons must be sealed Electrical boxes and fan housing must be sealed to prevent air leakage. The top of Interior partition walls must be sealed to prevent air leakage. Rim Joist must be sealed to prevent air leakage. All exterior Joints that may be sources of air Intrusion must be sealed, Oetween wall Assemblies , rim Joist and foundations must be sealed to prevent air leakage. toe / water protection A min, of 2' -0" inside exterior welt line a all eaves. air barrel min I" air epee 2x6 treated sill plate sill sealer approved anchor$ a I cop 6" block. B eor a" block r 10 stfo - Insulation 20 "x S' rooting 3/4" plywood I Slued s nailed 3/4" furring s Interior wails roof vents, I per 300 sq. ft„ 50 It a roof peak, 90% a sorfl II II II II II II provide wind crash sheathing 1 it 11 II ""M-44 Insulation II II 4 mill poly v,b. B /a" gypsum board 11 II T II � II II \ n It trusses a 24" o.c. 2x6 sill plate 1/2" anchor bolts a 36" o.a vertical reinforcemant 64 a 36" o.c. 3x4'* 0 16" o.c, treated bottom plate R -13 Insulation 4 mil poly v.Ef. 1/2" gypum board I cor. B" curb block II cor. a" block hold block In I ", I" rIS16 Insulation W/ malting strips NOTE, house wrap min. 3" bearing a ea. end IN virryi stding of all micro - Ism beams, and headers w/ spans of 1'•D° or greater. runless noted) 4 cor, 12" block irk 20 "xa" footing NOTE, provide solid bearinp under DETAIL. all beams, headers, girders dean to foundation. erg, roof trusses A 24" o.c. 1/2" csb sheathing NOTE, IY felt under 240 ib. asphalt shingles size s mfg verify oils s spacing or all trWsee/ pact ---1` Joist. 1/2" gypsum board 4 mll poly v.b. r 19 Insulation x6 treated post 2x6 studs a 16" 0.0. Iaxlax40 base W/ atone 3/4" blidrite sheathing vsrwser House wrap req. stone top vinyl siding 12x12 custom post �3 ml " 00"c"116 mat L thermal break 6 poly floor a block Install sub slab radon mitigation system. SECTION scale 1/4" . 1' -0" page 4 of 4 contractor to verify all notes, conditions, and dlmenslons, Ord be responsible for the same. "_' � ,tea ;.w• _, I !+ w `w 1p 1 ,. +� ►��� as . R, � .E ;YA • J +. sib. 'K< °!.: r ""'•-�r of ♦ jp F '.k �` ��!•a' "ate ^�,,,�� ��. •_ .p �,j"'GO e( IMF n Y L a a - J . 1µm �� Y ♦M'Y `w a a - J . 1µm �� Y ♦M'Y JELDWEN, & DOORS Wood Windows Interior Painted Finishes Features: Sherwin Williams 4 Step Process • 180 Sand Paper ■ 1 coat of primer ■ 220 Sand Paper ■ Top Coat of KEM Aqua Plus Interior Stain Finishes Features: Sherwin Williams i- rerior Finishing PAINT niG ifRl SA\ ? Custom Colors Lot n dc Lo '(ola- 7 Step Process ■ 180 Sand Paper • Wood Prep (S64CV500) at 4 to 6 mils ■ 220 Sand Paper ■ Spray Stain and Hand Wipe ■ Sher -Wood Kern Aqua Sanding Sealer ■ 220 Sand Paper ■ 1 Coat of Sher -Wood Kern Aqua Plus satin clear top coat (4 wet mils) STAIN OFFERING -- -. i I = A k A( q.,F3 Sri #A F. 8'a'; -FAI Custom Colors 11 11422 / 2 C'Ji. 0 =d'ucaltion R Training �:iY:uAY1X 4 /di' CORDOVAN SL'eY�u4NS'S 1U:-Woo�, WAL \UT -FAI Custom Colors 11 11422 / 2 C'Ji. 0 =d'ucaltion R Training DATE RECEIVED ,-5-ISOi13 �S-,8 3 0 a(o r5l LIGHT MAPLE SAVANNAH WICKER �d e dcu- k e-r _....... . __....__._...., a . . PI $NEERengineering 2422 Enn:TprisC Drive (651) 681 -1914 M-Cl.w Heights, MN 55120 F-: 681 -9488 _.pion ereng.GO) 1 nu'� w1CrNRr mM Oti: qaR waa PRrµMm Iry I Revuimt r dcI mr Ours! supenulm and spas l NAnc 529-1. city commrnU ma0dWV 1.,ICeRUw Lvldsupc,vcNSCU Jcmldcr L. ITPmpson wdcr Rhc laws Pf NC S— Of Mu .I. Reg. No. RA763 U.0 181ST AVENUE NIN { . .......... _... - ._ ....... ... _ . . _ _ .... _..... __. y' _... _.__ - s , -- .. _ ..... c- .ES _14 1 DNr -29 1 -RB -1 - _oo_N I: y !3 z F— W W En W KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS Flu vOroS OVERSTORY TREES �INS wATER N1MNI TNp HouRS a TNIATOII. NATERING MUST AM AUTUMN BLAZE MAPLE /ACER X FREEMANII'AUTUMN BLAZE' 2.5" B&B 9 PIA HL THORNLESS HONEYLOCUST GLEDITSIA TRIACANTHOS INERMIS 2.5- B&B 6 L{ �� �' �i NM NORTHWOODS MAPLE ACER RUBRUM 'NORTHWOODS' 25" BAS 6 RS RIVER BIRCH BETULA NIGRA 'HERITAGE' CLUMP 10' B&B 7 OEEp (DO NOL —CE MULCH GANST DRUNK OF TREE), RO RED OAK /OUERCUS RUBRA 2.5' B&B 6 f 4N SL SENTRY UNDEN UA AMERICANA 'SENTRY 2.5' B&B 6 ,, THE YOPONTND HORR12aRTTAONI NAGS. WHICHEVER IS Y. X. GREATER. REMOVE BURLAP ANO NAILS FRON oP yy,, �THTMBALL. EVERGREEN TREES SCABFY F AND SIDES O ._ HOLE PNON TO BS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 6' B&B 43 1. F'--Ot/k Va (rQK a is w Z V 5'- 64r0(as, t ©�, fte4 lNC(udi� �a /k r►�y y�/peh•� y LANDSCAPE NOTES - TIE LANDSCAPE CONIRACTER SHALL NSIT TE PROECi SITE TO BECOUE FAALIAR NTH THE ENSDRG CORUITKRIS - TIE LANDSCAPE CONTRACTOR SIHAL NOWY TIE LAIgSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT LEAST I DAYS N AD—CE. - THE LAMSCARE CONIRACION SNAL BE RESIPOI— FOR THE I'M —Al. OF AL C..NO U11UTT LOCADORS ON THE PRO.ECT SITE NTH DONIER STATE ONE CAL 1 -800- 252 -1166 PRIOR TO LOAM NCIIG ROIR( . THE IAHOSCME CfIxTRACTOR $N AL BE RESIWRSIBE FOR TIIE PROTECT IN MG REPAIR OF EASTNG UMITIES DAMASED DIWKNG CONSTRUCTOR AT NO COST TO THE OvMER. NOWT THE LANDSCAPE ARCHITECT ON ANY MNFUCTS r0 FAAZITATE PLANT RELOCATION . - NO PLANT M—AL. $i1A11 BE NSTAIEO UNTIL GRADING AND CONSTRUCTION HAS BEEN COURTED IN THE _IUMEUTATE AREA. ALL PUNT MATERA SIHAL MEET THE STANDARDS FOJND N THE AMERICAN ASSOOADON W NLWSERYUEA- AIERCAN STANDARD FOR mWSERT STOCK. ALL CONTAINER MATENA TO BE CROMN IN THE CONTAINER A UIHIUUM W SIX (6) MONTHS PRIOR TO PLANDNG ON 9E. - OECWOI5 AND CONIFERODS TREES SHAL NOT BE STAN), BUT THE uxDSCAPE CONTRACTOR OUST GIJARARm SiANOABUrr TO A NND SPEED W 60 M.P.H. THE LANDSCAPE CONTRACTION SHAL PRO— A UNIMW OJARAADDE W ONE YEAR ONE TIRE REPLACEUENT OR HEN PLANT IAATEBALS. —WE SHNL BE ACRE) UPON BY REVEL /TRRIDER AND LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT RESERVES THE NCHT TO REECr ANY PLANTS WHICH ARE OEM) UnSATSFACTONY BEFORE, OBMG OR AFTER .—ATON . E M —EN IS A DESCREPANCY EN THE NUNSER OF PIAHTS SHORN ON THE PLAN AID THE NUMBER SHORN ON THE PLANT UST, THE NUUBER SH011n OH THE P NU NNE PRECEDENCE. -THE LANDSCAPE CONTRACTOR — BE RESPONSIBLE FOR ALL uULCHES AND PW+TNG SOL WARDWS To CONPLETE RON SHORN ON THE RAH, THE LANDSCAPE CONTRACTOR SHAL VERFY AL OIJ —DES SHOYM ON THE RANT SOHEWIE. CON—OA GRADE — LANN EDONG SHAL BE INSTALLED MERE NOTED. THE LANDSCAPE CONTRACTOR SHAL REPAIR ALL DAUACE TO THE 97 CADS) 81 THE PLART IG OPERATION AT NO COST TO THE ONF). THE LANDSCAPE CONTRACTOR SHAL KEEP PAVEMENTS CLEAN UISTAINED Atl PEDESTRIAN AND Al— ACCESS TO BE MANTNN) THRWGHWT CONSTRUCTION PERI). AA WASTES — BE PRONPRY REMOVID RON THE SIZE. ANY DANAGE TO E%ISTNG FACT DES SHALL BE REPAIR) AT THE CONTRAC—S EXPENSE. I - THE CONIRACTOR SNALL BE RESPONSIBLE FOR COMPLYING NTH AL APPUCADLE CODES RE—ONS AND PERMITS GOVERNING THE WORN. - STORAGE W IIATEJOALS OR 9JPPUES ON -SITE NLL HOT BE ALLOKD. LANDSCAPE PLAN MEADOW CREEK BUILDERS 6382 BALSAM LANE NORTH DECIDUOUS TREE PLANTING DETAIL 7 -I DEAD RODD ARE 0/ON DEI, —CD TNCS. DO WT A NAOER. Dp -- ,yQj PANr is. SET PLANT ON OR LIP TO 2' ABOYE THE FDnISRED (BADE. P µ G —E NTH BURLAP D .RE BASKET, (IF USED), INTACT A.FILL N IN APPHOAaIAmY 12' Op OF THE RONPLANIRW TE REMOVE TOP }},, O THE BASKET OR THE 1DP TWD HON2ONTA EKR IS GREATER. REMOVE ALL BUIT-AP AND TIRES FRW ) REMOVE AIL TNNE. FT eonoM AND SDES O OE PROW To PLANnnc. A TO SETTLE PLAITS AND Vd05. AUTwN T. ..RS OF µ CH IIIATIENIC MUST — FICIFNT TO THOROUGHLY URATE ROOT BALL AND TING HOE. E uU— NTHIN w Hw. THE SECOND WATERING ESS SOL MOSTLIRE IS E-AV :COED NEM MULCH ulN. I i DfLBDL ( Pua —CH N ST TRUNK O TREE). 1B AND BACKFLL MM ORF1u SOL BREAK DONR ES O NOTE MEN IFRIIIIL. CONIFEROUS TREE PLANTING DETAIL DRU WT DEAD WODD AND TARTER TO BE TIC PLANTS AND .. —/. oRMEO J 6 Flu vOroS LEADER. QIl.tlQE PANT WTS. �INS wATER N1MNI TNp HouRS a TNIATOII. NATERING MUST '1� ATE RAT BALL DIIQILT SET RANI ON OR TS�(MLY nK sm / ✓ MW PIA LdiACI) BAC%FEL SOIL NSTAU RANT 50 4 !� PUCE 1 IEC wInRI le HO1RS OF THE SECOND WATENNG THE ROOT FLARE IS AT L{ �� �' �i L MOSTDRE IS ON W TO 2" ABOVE THE nNlsN) ONAOE. J ~A' E %CESSIVE. � G F✓ > SHED — MULCH MIN. i PLACE PLANT N FLARING H(%E NTH OEEp (DO NOL —CE MULCH GANST DRUNK OF TREE), NONE BASKET. (W U)) 1 ` INTACT BACNFTLL NITHI. N OXIMT 12' W f 4N PUMB AN RANLL NTH .—FILL SIX!_ BREM DOYM THE ON OF ROOTBALL -TER PLANT. REUow SIDES O Hw MIEN BACKFBUNC. ,, THE YOPONTND HORR12aRTTAONI NAGS. WHICHEVER IS Y. X. GREATER. REMOVE BURLAP ANO NAILS FRON oP yy,, �THTMBALL. SCABFY F AND SIDES O ._ HOLE PNON TO 2-0 TRIES eAJ. OAIEER CQvodscpt P,Ky J54aXf elcktbci q- 0 25 50 IN GRAPHIC SCALE IN FEET KLIEVER LAKE FIELDS 4TH ADDITION I Ll ELK RIVER, MINNESOTA 9 9 9 9 9 9 9 9 9 9 9 9 C \I 1 II f REMOVE EX. EXFES -5 f I RIM: 893.72 IN V: 891.90 REMOVE EX. 18' RCP I 124' @ -2.16% f INV: 894.58 NEW 18" RCP CL5 85' ® 0.00% • RIM: 902.40 INV: 888.14 EX. 8" PVC_/ EX. CBMH -146 146' @ 1.07% RIM: 899.68 INV: 894.58 ;\EX. 1s RCPT 79' @ 0.21% PIZNEEReng'ineei ing _. E_X. CBMH -111 EX. CBMH -112 I ..._.. ._....... _. ... .... _......._. _.. LOWER RIM AND CHANGE CASTING .._._ ._. RIM:900.70 _.. _.......... INV: 894.70 181ST A /-RIM: 900.99 t VENUE NW IN V: 895.09 EX. 15" RCP t ° 4 9 9 9 9 72' @ Oy - 9 y 9 9 9 9 9 9 - - -- 9 - - -- 9 9 9 9 9 9 9 9 ---------- BEMQVE_CS1L6- - - - -- - - - -EX. 12" RCP - -9 - - -- - - -- - - - -EX. 15" RCP -- - -- BOX TO 6' (T�, 47 @ 2.10% f 154 @ 0.40% EX. CBMH -107_, EX. 15" RCP E-----E EX CBMH -114 r -- o. ---- - - - -�\ RIM: 900.30 -LOWER RIM AND CHANGE CASTINGS 123' @ 0.23%, \ PLUG INV: 895.80 RIM: 899.74 / 1 I e POND 4 INV: 894.14 \- ABA DON IN PLACE G. OUTLET =894.6 FX FES - 100--- -,. / EX. MH -13 EX. MH -15 ni REMOVE HWL -896.5 RIM: 896.78 - / O RIM: 899.96 I I RIM:900.07 EX. 12" RCP '/ _ _ IN V: 890.96 _ w _ INV: 891, 37 42' @ 0.91% E.O.F. =901.0 /,-EX. 30" RCP - Ki6 NEW CASTING - -41 LU WET VOL-11.150 AC-FT / - - - STOR. VOL =4.313 ACTT / 30' @ 0.80% / 1 X 8_113 1 Q r -- ABANDON IN PLACE / REM YDRAI.IT / /// 1 -� RIM: 899,88 I 2 REMOVE EX, MH -17 A ATE VAL / / 1 5 INV: 896.08 `" "� X. -11 RIM: 899.77 EX. 27" RCP / / 1 1 EX. 8" PVC I �I I RIM: 899.58 11j INVRQ2 t7 OUTLOT A 1 q INV: 896.28 I NEW 15 RCP CL5 ' 161' @ 0.13 138' @ 0.549, - 1 116' 01 . 47% / 1 - Ex. MH -14 OUT OT ERIM: 900.96 I r EX. 8' PV 3 EX. 8" PVC 1 I FES -115 C / 1 W V 890.53 I I 133' @ 0.45% I 11 INV: 697.50 194' @ 0.71% / 1 Ex. MH -5 - I I \ / EX. CBMH -102 1 1 RIM: 899.58 4 I EX. 8" PVC RIM: /� ^\ 2 899.50 INV: 889.48 J 146' @ 0.57% 1 I LUG 3 / \ INV: 894.45 S 1 Ex, 21" RCP '' PLUG Z PLUG 1 50' @ 0.167 S j L =_- - 1 ABANDON IN PLACE / EX. 18' RCP 1 1 EX. 15" RCP - L- -- lit -- W EX. MH -16 REMOVE CURB j / X. H -1 3 26' @ 1.56% _ I -� - - --1 w BOX TO 6' DEP / :900.85 / EX. CBMH -116 L ®0.79! _ i UG PL1 RIM: 900.67 / INV. 890.00 RIM: 899.36 I° . I H- INV: 891.47 (T .) ' RIM: 899.03 ) I I I O I to INV: 89a.96- i EX 8' PVC - / 6 EX. 8" PVC \ INV: 894.63 /- I I I I ABANDON LACE / EX 15" RCP / 102' @ 0.41% X. H -t 155' @ 0.639. 28' @ 0.46% ' i / Ex MH -6I I O IM: 901. \ ` \., / - RIM. 899.71 Ex 8" PVC REMOVE V;88f/15 / Ex. 8" PVC \ 149' @ 0.39% \ -? EX. 8" PVC\ 0 \ 113 @0.41% \ ,AND TE \ / EX. MH -4 \ / RIM: 900.07 / 4 INV: 888.92' UG \ \ / ^G \ 2 \ ' 3 \ \ HYDRANT ABANDON SANITARY SEWER PIPE 8"x6"R / \ 6" 90' ND / ` 13' -6 "DI CL57 • 1O EL .=9�9 EXISTING WATERMAIN PIPE ----- I- - - - -I- ABANDON WATERMAIN PIPE -1 !- NEW WATERMAIN PIPE X. MH -1 RIM: 901.92 a EX. 8' PVC 3.74% INV: 886.48 jEX. CB 7 -- - - - \� INV: 89 0.111 168' @ 0.34% RIM: 899.29 HYDRANT ABANDON SANITARY SEWER PIPE (/ ° \ \ EX. 8" PVC 5 6 - INV:895.19 g• * BE D. 6' 90' BEND 10' -6 "DIP CL52 '- \ \ 83' @ 0.47% - \ \ EX. 15' RCP \ 66' @ 0.82% 1 ND. Ex. CBMH-104 L'' RIM: 898.95 8.95 `- \ L -- 1\ L- 1 t 1 r 1 EX. 8" PVC 145' @ 0.25% I I MH -3 RIM: � �Fp INV: 888.46 OUTLOT C I I I EX. 8" PVC 166' @ 1.13% i i T ' I i i I i I i C 2422 Ent se Drive (651 681 -1914 1 ° �''"n�ry mm mapw d.,, P,cv �e 6v I k °�.. �P Nvnc rt G __ szvzol1 cm cone mrrs Mcndom Heights, MN 55120 www PFa 681g9d86 m, dwy zra°asa nwn.ww� Biota = Nc laws of Ne Suit of Minncsau Reg. No, 19W D 0429301? INV: 894.95 EX. 8" PVC 82' ® 0.53% EX. 15" RCP 63' @ 0.30% EX, CBMH -105 RIM: 899.44 INV: 895.24 IEX. CBMH -106 �' RIM: 899.78 INV: 895.88 EX. 8" PVC 161' @ 0.46% INV: 891.34 EX. 8" PVC 75' 0 0.35% EX. MH -9 RIM: 901.30 INV: 891.70 EX. 15" RCP - - JI i r -185' ® 0..287- - I�I I I I jl I 1 EX. MH -7 RIM: 900.10 IN V: 890.50 2 ®1 11 REMOVE 3 EX. 15" RCP 80' @ 0.09% I I L--- -'J L- - -J I --- --� 4u 44 I I I i I OU H I8j Ex, 8" PVC u I 170' @ 0.48% EX. MH -19 RIM: 902.05 INV: 892.25 I I I � \8 179TH AVE NW P/L29.201? PRELBIINARY UTILITY PLAN C eNM EX. CB -108 ^RIM: 900.01 INV: 896.91 REMOVE -EX. 12' RCP 85' @ 0.38% -EX. MH -18 RIM: 901.68 INV - 891.18 _NEW 12" RCP CL5 ,34' ® 0.06% CBMH -107 -INV: 896.61 'INV:896.61 REMOVE -EX. EXCBMH -107 RIM: 900.99 -INV: 896.49 -NEW 12" RCP CL5 !73' ® 0.07% EX. CBMH -109 RIM: 899.76 'INV: 896.66 .INV: 896.66 SEX. 12" RCP _100' @ 0.29% EX. CB -110 =RIM: 899.66 INV: 897.05 UTILITY REMOVAL NOTES WATERMAIN SAWCUT AND CAP ENDS OF WATERMAIN AT LOCATIONS SHOWN. DR ABANDONED WATERMAIN, CAP ALL ENDS AND FILL WITH SAND. SALV/ HYDRANTS AND 6" GATE VALVES AS NOTED AND CAP HYDRANT LEAD. REM( VALVE BOXES OF ABANDONED VALVES TO A MINIMUM OF 4' BELOW PROPO! FINISHED GRADE AND BACKFILL WITH SUITABLE MATERIAL SANITARY SEWER CAP THE ENDS OF SANITARY SEWER PIPE AND FILL WITH SAND AT LOCATIOP SHOWN. SANITARY SEWER MANHOLES SHALL BE REMOVED TO A MINIMUM DEF OF 4' BELOW PROPOSED FINISHED GRADE. BACKFILL ABANDONED STRUCTURE'. AND PIPE WITH SUITABLE MATERIAL. THE BOTTOMS OF ALL ABANDONED STRUCTURES SHALL BE PERFORATED TO PREVENT ENTRAPMENT OF WATER PR TO BACKFILLING. STORM SEWER COMPLETELY REMOVE ALL STORM SEWER STRUCTURES AND PIPES NOTED. WATER AND SANITARY SEWER SERVICES REMOVE INSTALLED WATER AND SANITARY SEWER SERVICES TO THE CL STOP BOX. SHUT OFF CURB STOP AND REMOVE CURB STOP BOX. CAP E OF SANITARY SEWER SERVICE. U17LPI'Y LEGEND -- - - - EXISTING SANITARY SEWER PIPE - -ti-- -y- ABANDON SANITARY SEWER PIPE - - -- - - EXISTING STORM SEWER PIPE ---- �r- - --�>- REMOVE STORM SEWER PIPE NEW STORM SEWER PIPE - - -I - - -I- EXISTING WATERMAIN PIPE ----- I- - - - -I- ABANDON WATERMAIN PIPE -1 !- NEW WATERMAIN PIPE EXISTING SANITARY SEWER MANHOLE 0 ABANDON SANITARY SEWER MANHOLE -° EXISTING STREET CB STRUCTURE 15 ABANDON STREET CB STRUCTURE ® NEW /ADJUSTED STREET CB STRUCTURE " EXISTING BEEHIVE STRUCTURE O ABANDON BEEHIVE STRUCTURE ® NEW /ADJUSTED BEEHIVE STRUCTURE 29 EXISTING HYDRANT [f REMOVE HYDRANT NEW HYDRANT M EXISTING GATE VALVE M ABANDON GATE VALVE /•t NEW GATE VALVE �P EXISTING CURB STOP 1Y ABANDON CURB STOP - EXISTING WATER SERVICE PIPE - ABANDON WATER SERVICE PIPE - EXISTING SANITARY SEWER PIPE - ABANDON SANITARY SEWER PIPE I 0 25 So 100 i 3O i w d n co z CD 'ci m 00• y fn .7' N r o v' cn z N m O a d 0 to r �• cct C A y R CD `t co (or 5 `G N W m CD � CD CD V1 F� CD CD t7 � D n O 0 -{ O D / r C _ CD O 0 I Q (D m / (D (D Q - (n C) 0 x Q Q O Q 7 Q (D r D Q- (D CC O M z () n < CD Q Q N m O 7 CD O Za ' ~ Q O CD 0 D =Q < D m 0 D 0O CD Cf) 3 cn' m 0 I- y C) Oncn D 0 Q CD (n c o m Z) O D / n Q z`< Un m �- D Q (D D O p o� Q 0 Q �0 o °0 Q OQ Q Q r C) z 0 z Q < Q cn m Q.? n Q D + n CD O cn cn O n m 3' Q CD 0 m c°�� z 00 CD -� r+ Q (n CD O O G m O (D Q m 0 C-) D (D O n M r - (D ) L I D N /r -L) / \IT \/ L)%1 n r1 L)I / \I IT fir - Q Q m V L_I \ ul I I -� I \� \7n , - fin/ A \• r I A T �� I\ L/ I n Q Q Q O - rn (D O r Q O Q Q O 0 � Q AG` 1 m 'r -II I n A/r\[)r- TL )r-r-T f\ I 1nI I IL_L_IVILJI \L_ I \L_L_ I I V. vv I C` J _ _ 7 L _ /\ Cj r� � \r ( ) rl� i I J _ rl� ,n r�l l �n L _ rl� C; Cj _7 L _ J _ v/ J _ 1> ,n V / 1 - J C� I <I 1> i -r� r- 1> L _ a Q �l to N O 7, s r Q(1) m0Q p O tQ n M< Q LJ - (D Q OQ CD O CD (D �zQ Q (n m Q C: — U) n Oh mO`� CD :3 N rQ c n(D O �`Q ° O °0 ? -I , (D =o3 O / h ;;U (D m CD C) 0 0 CD D Q CD - m D n O 0 -{ O D / r C _ CD O 0 I Q (D m / (D (D Q - (n C) 0 x Q Q O Q 7 Q (D r D Q- (D CC O M z () n < CD Q Q N m O 7 CD O Za ' ~ Q O CD 0 D =Q < D m 0 D 0O CD Cf) 3 cn' m 0 I- y C) Oncn D 0 Q CD (n c o m Z) O D / n Q z`< Un m �- D Q (D D O p o� Q 0 Q �0 o °0 Q OQ Q Q r C) z 0 z Q < Q cn m Q.? n Q D + n CD O cn cn O n m 3' Q CD 0 m c°�� z 00 CD -� r+ Q (n CD O O G m O (D Q m 0 C-) D (D O n M r - (D ) L I D N /r -L) / \IT \/ L)%1 n r1 L)I / \I IT fir - Q Q m V L_I \ ul I I -� I \� \7n , - fin/ A \• r I A T �� I\ L/ I n Q Q Q O - rn (D O r Q O Q Q O 0 � Q AG` 1 m 'r -II I n A/r\[)r- TL )r-r-T f\ I 1nI I IL_L_IVILJI \L_ I \L_L_ I I V. vv I C` J _ _ 7 L _ /\ Cj r� � \r ( ) rl� i I J _ rl� ,n r�l l �n L _ rl� C; Cj _7 L _ J _ v/ J _ 1> ,n V / 1 - J C� I <I 1> i -r� r- 1> L _ a May 3, 2013 City-of *Elk River Attn: Jeromy Barnhart Planning Manager 13065 Orono Parkway Elk River, MN 58'aW RE': Proposed Easement' Vacation item 5, (Klievar Lake -:Fields -4- th Dear Mr. Barnhart, '10G.Wi.st Linden Aveml.O 'PO.B6x 1165 Minneapolis, MN 515440-1.16.5 With -reference to the proposed >Drainage and Utility Easemorit Vacation 'Mentioned above, Item, 5, CentbrPoint" Energy does have a'natural gas: main and service within the area to be vacated that is associated With. the preliminary' and final . plat of'Kilievertake. Holds. O.Addifion. Since this gas. service. is an: important part: of the distribution system for-this ddvelopmeht wernust object,tp this proposed Vacation unles&-suitable Easement rights are reserved to CenterPointEher, putsu, "ritto M'Sta 160.29 . :& Mriftle'7'81-0. 20.0_ gy - a n Please. . reserve an easement to lCenterRoint. Energy., created by and within the document establishing the vacation and filed with -the Hennepin County Recorder's office, over all of the proposed vacation.. We may consider removing out objection should the petitioner wish to "reimburse -terPoint .:Energy existing -gas service. Please inform the -Con. ''the. �co8t of relocating the Oki. ti g, petitioner to contact Ahdtew, Ralgobin, Administrative' Engineer, At:612-3,21-5426. to discuss thits and any other options that.may bG available. Thank you -for-the. adyance .notice and please send me ;a -:copy -of tare "final to on this proposal.. Respectfully;:... CENTERPOINT ENERGY Chtick Mayers. Right=of-Way .Spedbllst pc Andrew. - Balgobin, Administrative Engineer Scott Lehner, Area Man.aaer Keith Collver.,Area Supervisor Operations .Jim Larson, Master Tech ADV Forepersoh Steve--GUhanidk,. ReNab Dasigne't MeIis.§a'L1`s'hor, Sales ConsUltant. May 3, 2013 700 MmIShdan Avenue PQ Box 11165 Minneapolis,, MN,55440-1165 City. of Elk River Attn: Jeremy Barnhart Planning Manager 13065 Orono Parkway. Elk River,, MN 55880 R, E: Proposed .Item 2; Preliminary Final Plat (Klibv'er. Lake Fields 4t' Addition), Item 3, . G onditional Use Rermd,! item. 4, Zone Change, Item 6 Lot Split, Item 7,Coriditional Use Permit Item 8,Var1anGe:., Dear Mr. Barnhart. With reference to your request, GenterPoint Energy has no natural gas mains 'or services I . within Items 3,A 6, 7, 81 and has no objection to: this Proposal- 'item 2 & 5 CenterPoint :Energy does have natur.4 �.gas mains and seivices that do heed. to be address in this; Proposal. If you . have any questions, please contact me at 612-321-Z3.81. R.espectfully,, CENTERPOINT ENERGY Chuck Mayers Right-of-Way Specialist Engineering 8ervices Qhatl,qs.m-O.yers@centerpQintener.gy...com 612-321-5381 \�.VIVYL (,/\I IA IT \/ 111 /�I 111! A \/ )1 /�I IT ('\r {!!.i \/ IRI7rt r\I\7i1l �%0 —YTnI al % T A In -1 L.m / .i��Ll VVVItlI ) rYnl I iVV. ME A I I) IVCi. /� q ^T A l /4 A !-,VL. VI 117 I. YY.� ,' -'t' '�, '* g„d x� ��n IK 811,___ .�c� ?✓` Gy�1v4Yi y $ l � ?G� Y� Sf !VY -('.,. �® G� -Y k_ d 1 � � ' L', � r Felder 7546 Meadow Creek Builders Inc. ME 2472H:1YY Fvr614m by: and P b«lre•l.�m>tcuu � 55M . E� r' �}�4JY .}`, 34"i� 1 � • �-e' 'S � C • N i,3z1/L,�'.� a n. Zp �ip..�`^ 5 :. ,rte. MIND mmmm tt KN- , I _ 1 • r ISNLLD neeri Cad File: 1130 2 7- Easement Vacafo n.dwg Description Sketch for : °. ,.p Ixronv� > wo,ca sw• w:lxwe..nlasa (651)6111 -1914 Felder 7546 Meadow Creek Builders Inc. 2472H:1YY Fvr614m by: and P b«lre•l.�m>tcuu � 55M . Plotted byr 1223484 FhQId 1' Scale: V: 265:' °i�ltt�i?c$rC T': Pleld.2: Plot Date; 61312011 ' IVortli CenterPoint, Energy June 11, 2013 City of Elk River Attn: Jeremy Barnhart Planning Manager 13065 Orono Parkway Elk River, MN 55330 RE: Proposed Easement Vacation Item 5, (Kliever Lake Fields 4t ") Dear Mr. Barnhart: 700 West Linden Avenue PO Box 1165 Minneapolis, MN 55440 -1165 With reference to the proposed Drainage and Utility Easement Vacation mentioned above, CenterPoint Energy does have natural gas mains within the area to be vacated that is associated with the preliminary and final plat of KLIEVER LAKE FIELDS 4T" ADDITION. I talked with Paul Cherne from Pioneer Engineering about the two service lines still not in easement and CenterPoint Energy will abandon those two lines and cap them off. The abandon lines will need to be coordinated between the Contractor and CenterPoint Energy if they fall outside of the dedicated easements on the file plat of KLIEVER LAKE FIELDS 4T" ADDITION at the expense of the Contractor and knowing this CenterPoint Energy has no objection to this proposal. If you have any questions, please contact me at 612- 321 -5381. Respectfully, CENTERPOINT ENERGY OLk 6-' P� Chuck Mayers Right -of -Way Specialist Engineering Services charles.mayers@centerpointenergy.com 612 -321 -5381 pc: Andrew Balgobin, Administrative Engineer Scott Lehner, Area Manager Keith Coliver, Area Supervisor Operations Jim Larson, Master Tech ADV Foreperson Steve Guhanick, Rehab Designer Melissa Lisher, Sales Consultant 0 of 0 t Q j E.1. D 0 LL. J W LL- W Y Q J cr- W I I Lv I J I Y I I I I I I I I I I I i I I I I I I III I I I { 9 •� j a �g 7 kt, I a: c4> �t ii 4� c) {r. is i --------"'-'---- S8YL9 L$.Itms a ip spy �nJ • �`�` 4� 6 / a P •p�B[ I r RESOLUTION 13 - RESOLUTION FOR THE CITY OF ELK RIVER A RESOLUTION FOR VACATING A DRAINAGE AND UTILITY EASEMENT Case No. EV 13 -02 WHEREAS, the applicant has requested the City Council in a petition dated April 30, 2013 to vacate such easements according to law; and, WHEREAS, a public hearing was held on June 17, 2013, before the City Council at the Elk River City Hall on such petition after due published and posted notice had been given and all persons interested were given an opportunity to be heard; and, WHEREAS, Vacation of the easement is appropriate as it offers no existing or potential value to the City of utilities. NOW, THEREFORE, BE IT RESOLVED that such petition is hereby granted and the easement described as follows is hereby vacated: Exhibit A Adopted by the Elk River City Council this 17``' day of June, 2013. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk Exhibit A All drainage and utility easements lying over, under and across Lots 19, 25, 30 and 49, Block 1, KLIEVER LAKE FIELDS THIRD ADDITION, according to the recorded plat thereof, Sherburne County, Minnesota, as delineated and dedicated on said KLIEVER LAKE FIELDS THIRD ADDITION and KLIEVER LAKE FIELDS SECOND ADDITION, according to the recorded plat thereof, said Sherburne County. ;r1L_nL,VI \IVL_ /\/'\I Ih IT \/ VVVIV I I_ 11 / \1 II A/ A \/ L)I/ \1 IT /'\f' I11VflVV I \IVrI —VI IA/ A \/ —VVI -1 ��I A T f\ In -1 30 Easement Vacation.dw g /-\ I I 1 L. / I IV\l. /r /\ A I I AI 1r) ��5� ^T A 1 Ir- f`I IA/ >I rl. I V \i. It I I,e Iv I /-'\ V L_. V. VV F (Ci 2008 Pioneer Enain 19 24 25 30 Easement Vacation.dw g Description Sketch for: 1-unl � 20 23 26 29 FI i Drawn by: and p 13 18 21 22 27 28 LIj J- F- 1 t, 23 14 16 49 L,j 15 <5 12 7 11 31 2 33 -� 8 10 9 36 6 P�F, c � w C 2 4 > 39 3 N 0 37 42 41140 o - ::E 434445 i � 484746 21 / � V, 1� �♦ I f j V V L_ �: I 1.1 _ jX /� / l I 1 C LIB 4 / 3 ` 2 > LIj NO SCALE PROPOSED LEGAL DESCRIPTION TO VACATE DRAINAGE AND UTILITY EASEMENTS All drainage and utility easements lying over, under and across Lots 19, 25, 30 and 49, Block 1, KLIEVER LAKE FIELDS THIRD ADDITION, according to the recorded plot thereof, Sherburne County, Minnesota, as delineated and dedicated on said KLIEVER LAKE FIELDS THIRD ADDITION, and KLIEVER LAKE FIELDS SECOND ADDITION, according to the recorded plat thereof, said Sherburne County. * This sketch does not purport to show the existence or nonexistence of any encroachments from or onto the hereon described land, easements of record or unrecorded easements which affect said land or any improvements to said land. (Ci 2008 Pioneer Enain C erigi g 1 1ZNEER neeriB Easement Vacation.dw g Description Sketch for: 1-unl � CIVIL BNDINaFJtS LAND PLANNBPa LANDSURVEVORa lANDSCAPIi ARCNntiCfS Folder #: 7546 Meadow Creek Builders Inc. 2422 Enterprise Drive Fax: 681 -9488 Drawn by: and p Mwdola Heights, MN 55120 — .pwneereng.c (Ci 2008 Pioneer Enain KLIEVER LAKE FIELDS FOURTH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Meadow Creek Builders, Inc., a Minnesota corporation, owner of the following described property: Lots 1 through 42 inclusive and Lot 49, Block 1, KLIEVER LAKE FIELDS THIRD ADDITION, according to the recorded plats thereof, Sherburne County, Minnesota. Has caused the same to be surveyed and plotted as KLIEVER LAKE FIELDS FOURTH ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. IN WITNESS WHEREOF said Meadow Creek Builders, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this _day of , 20 Signed: MEADOW CREEK BUILDERS, INC. its STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on by of Meadow Creek Builders, Inc., a Minnesota corporation, on behalf of the corporation. Notary Public, My Commission Expires SURVEYORS CERTIFICATE I Peter J. Hawkinson do hereby certify that this plot was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey, that all mathematical data and labels are correctly designated on this plot; that oil monuments depicted on this plot hove been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Doted this day of , 20 Peter J. Hawkinson, Licensed Land Surveyor Minnesota License Number 42299 STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on Notary Public, My Commission Expires by Peter J. Hawkinson, CITY COUNCIL OF ELK RIVER This plot was approved by the City Council of Elk River, Minnesota, this _ day of 20_, and hereby certifies compliance with all the requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2. By : Mayor By : Clerk CITY ATTORNEY Approved as to form and execution this doy of 20 Sherburne County Attorney I hereby certify that proper evidence of title has been presented to and examined by me, and I hereby approve this plot as to form and execution this day of 20 BY: City Attorney COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plot has been reviewed and approved this day of , 20_ BY: ..Sherburne County Surveyor COUNTY AUDITOR /TREASURER I hereby certify taxes payable in the year on lands herein described ore paid in full, and there are no delinquent taxes, and that transfer was entered this day of 20 Sherburne County Auditor /Treosurer COUNTY RECORDER, COUNTY OF SHERBURNE, STATE OF MINNESOTA I hereby certify that this plot of KLIEVER LAKE FIELDS FOURTH ADDITION was filed in the office of the County Recorder for public record on this day of 20_, of o'clock .M. and was duly filed in Book of Plats, Page , as Document Number County Recorder DATE Cf -1 ",7 y z rr FILE COPY PI8NEERengiineering SHEET 1 OF 2 SHEETS KLIEVER LAKE FIELDS FOURTH ADDITION „F1i_`\L;viv vi_ COUNT'( ; PLAT w\^i. - >nr -I 2 / N',. 589 38 24 -E ,- NORTH LINE OF OUTLOT A 766.44 450.56 100.54 44.00 173 '\ 54.49 .34 he ° t \`DRAINAGE AND O` e UTILTY EASEMENT 44 .° `t z `4 r °I <y , SJB38'27 E �c c - w U w O ? - - - - 40.A - / 7 /\ ,1 HS89 °38 24'E 170.43 - /y5 ��v 5 - I f� iwo 8 i $ 2 1 `- F- I vo4 ow z �`- - 1 o F- OUTLOT A 1 1 I I 7'> V% - -I -- -`-- -- - / -- - - -- - -J LI 'O' / r N89'38'24 "W 143.14 16 F' F - - 32.77 - g1 / / •/ ^ __ff ��`` 589'3B'24'E 168.91 1` ♦• - <C \s, i /�/ �s� °o° I Li - M J 1 ( ) DRAINAGE AND UTILITY AAA °9 \ /// 1 1 ° D, �O _ \IN Z - �� u EASEMENT OUTLOT VERALL OF ^ 9.1f^q�9''4,9 \(/ / /� / // 1� 1 4 '/ sBd '�'1M1' 3 1 LIj % yJ'�C 2 I•g °i // Ia1 'n Si`J� �. I LT. �.11'S6'13• 1 I�� \� qo/ la 1. b�?a rV 15 !,1 35.83 1 C> iv 1 $ % ice- N89_38_- - -- 170_64 J v1 46.28 50.02 74.3-4 :•II2, 3.04 n 0 F -1 40 ,o 0 =43ba 0e' 20 94/ /6 - _ </ Ro 4144 „° / i'/ \mss \ Il/ _2 I I I I Im o i // \\ \ 09 �/ a,0 X937 0` Jls� c` pl MYI PI I I C� 4 Izl I \ /// 65.82 I 1 5002 1 I 7439 I 20 F_ S89'38'24'E 790.23 / / e\ "r� v / S �• I DRAINAGE AND UTILITY ^, / / / / rp / �� tig �g 16 s6'4 OUTLOT E EASEMENT OVER ALL OF 2 = /\ B6'\ ) \i? / ♦ h }• _ OUTLOT E - <ss / /•��/ D ? ♦�O / 43.51 90=01 2351' <C \ \ Js / / /\ ` / ,�" °s i// / R- 725.00 17.68 S69.38'24•E 189.87 4-0376'19 "Ir�'I, `r - - -- - - -� - - --1 \ s So. ryl I �7o.za I zo `Is m / •h / SJ• >` -1 iy_ 69.61 I I �i/�'a / ;, I 583bX26^ I i_ rl I_ I CJ 3/ /' O ,� // I rvl 11 I I I 3 s'!��° oq / °s X/ / / / ��O` ✓, J11 V* >S b ?. y I ' N 3 L,j \\ s cb o�. -- °qF s9am / r►0 r -� ml r`PI I i QI I ^v I u I i I I to altar ss \v�• -� �A _x l I C] -- 43• •� O '108 ; ^�_' / , ; _ 70.03 5002 70.27 C% 589 °38'24'E 190.33 1J� . ` I DRAINAGE AND UTILITY rY b% O,y • / V •\ I - 3 EASEMENT OVER ALL ' e"'% "3h^ '' •�� y . I :: N OF OUTLOT F F _ n^'�``'�o•"' /v OUTLOT F 0J r� o <-j S89 °38'24 "E 128.42,7 cm C110 Im so 16 Li D o ro n3 J a as N89'38'24 "W 128.42 a ?b, s3 �• m �10D0� QQ `. 506.58'46 "w .�S• II ( ♦ L. rL' _ I _ y \ 11 I'I / 41.93 x I Qf 2V i \ � Y01�45" `•i \ 3 "139.47 8 \ 0 _ y <J . 80 / I \ I L_ V i_ I T 1 D D V V I I � \J I I I 1110Ij COURT ytc I S ETA 1 :< 18 0TH 1 ^ `\ AVE. N.W. rAi zN`7 e.� yZ m I 178TH Q3 L i Q g I 1757H AVE. N.W. 4 I ASY•y1 PAN ^`1 °•< SECTION 1, TWP. 32, RGE. 26 LOCATION MAP NO SCALE 50 25 0 50 SCALE IN FEET DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: - - -- - - - --1 F ------ 4- --- _ I I g 5+-I ---- 1 - -- - -J L---- -�- --- being 5 feet in width, and adjoining lot lines unless otherwise indicoted, and 10 feet in width reor lot lines unless otherwise indicoted on the plot. BEARINGS ARE BASED ON THE NORTH LINE OF OUTLOT A, KLIEVER LAKE FIELDS THIRD ADDITION, WHICH IS ASSUMED TO HAVE A BEARING OF SOUTH 89 °38'24" EAST. NO MONUMENT SYMBOL SHOWN AT ANY STATUTE - REOUIRED - LOCATION', INDICATES A PLAT MONUMENT THAT WILL BE SET AND WHICH SHALL BE IN PLACE WITHIN ONE YEAR OF THE FILING OF THE PLAT. SAID MONUMENTS SHALL BE 1/2 INCH X 14 INCH IRON MONUMENTS MARKED BY LICENSE NUMBER 42299. • DENOTES FOUND IRON MONUMENT. Q DENOTES RESTRICTED ACCESS TO SHERBURNE COUNTY PER THE RECORDED PLAT OF KLIEVER LAKE FIELDS THIRD ADDITION. PICNEERengineeiing SHEET 2 OF 2 SHEETS KLIEVER LAKE FIELDS FOURTH ADDITION AREA SKETCH OUTLOT A 81289sf 1.8661oc ' 1 1 83660 0.1921oc 2 6729sf 0.1545oc OG 078211 .11829., OUTLOT E o;9 2oc 3 9424sf 0.2163oc '� 2 3 7854sf 5611sf 7880sf 0.18030c 0.1288oc 0.1809., 4 OUTLOT F 2 528s 0.4713.c 50 25 0 50 SCALE IN FEET AREA SUMMARY TOTAL LOT AREA BLOCK 1 = 1.1291 AC. 49,181 SF. TOTAL LOT AREA BLOCK 2 = 1.2677 AC. 55,223 SF. TOTAL LOT AREA BLOCK 3 = 1.4402 AC. 62,730 SF. TOTAL LOT AREA BLOCK 4 = 0.4900 AC. 21,345 SF. TOTAL LOT AREA = 4.3270 AC. 188,479 SF. TOTAL OUTLOT AREA = 3.1912 AC. 139,008 SF. TOTAL TOTAL AREA = 7.5182 AC. DATE RECEIVED y. z � PISNEERengineering 2 067si 16329s1 0.2541., 0.3749oc 5 2 7387sf 8484sf 0.1696.< 0.1948oc 1 7335sf on 0.1684o 4 3 2 12831 sf 1095 s 0, ' 746sf 0.29450c Q 0.2516oc o 0.1755., 6 3 il-i 3 7809sf 0 G 8957sf J 0.1793., 0.2056., 0 Z5 0 c, 6858si 0.1574o< 4 5 6 4 9466sf 7035V 10458sf 0.2173., 0.1615o, 0.2401oc 9995sf 0.2295., OUTLOT E o;9 2oc 3 9424sf 0.2163oc '� 2 3 7854sf 5611sf 7880sf 0.18030c 0.1288oc 0.1809., 4 OUTLOT F 2 528s 0.4713.c 50 25 0 50 SCALE IN FEET AREA SUMMARY TOTAL LOT AREA BLOCK 1 = 1.1291 AC. 49,181 SF. TOTAL LOT AREA BLOCK 2 = 1.2677 AC. 55,223 SF. TOTAL LOT AREA BLOCK 3 = 1.4402 AC. 62,730 SF. TOTAL LOT AREA BLOCK 4 = 0.4900 AC. 21,345 SF. TOTAL LOT AREA = 4.3270 AC. 188,479 SF. TOTAL OUTLOT AREA = 3.1912 AC. 139,008 SF. TOTAL TOTAL AREA = 7.5182 AC. DATE RECEIVED y. z � PISNEERengineering RESOLUTION NO. 12 - CITY OF ELK RIVER A RESOLUTION GRANTING FINAL PLAT APPROVAL FOR: KLIEVER LAKES FIELDS 4TH ADDITION Case No. P 13 -01 WHEREAS, application has been made for final plat approval, pursuant to Section 30 -374 (a -g) of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property "; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ELK RIVER, as follows: 1. It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed plat is consistent with the Land Use Regulations and conforms with all of its requirements. B. The proposed plat is consistent with all applicable general and specialized City, county, and regional plans including, but not limited to, the City's Comprehensive Development Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed plat makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed plat will not cause substantial environmental damage. F. The proposed plat will not conflict with easements of record or with easements established by judgment of a court. G. The proposed plat will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. 3. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. 5. This final plat approval shall expire one year from the date of this resolution if the final plat is not recorded within that time. The foregoing resolution was introduced by Council Member and duly seconded by Council Member The following voted in favor of the Resolution. The following voted against the Resolution: The following were absent: WHEREUPON the resolution is adopted. Passed and adopted this day of , 2013. John Dietz, Mayor ATTEST: Tina Allard, City Clerk N:\ Departments \Community Development \Planning \Case Files \P \P 13 -01 Kliever Lake Fields 4th \Final Plat Resolution.docx Page 2 EXHIBIT A Lots 1 through 42 inclusive and Lot 49, Block 1, KLIEVER LAKE FIELDS THIRD ADDITION, according to the recorded plats thereof, Sherburne County, Minnesota. NADepartments \Community Development \Planning \Case Files \P \P 13 -01 Keever Lake Fields 4th \final Plat Resolution.docx Page 3 EXHIBIT B 1. The property shall be rezoned to PUD and a Planned Unit Development Agreement shall be agreed to. 2. The development shall meet all applicable fire codes. The Fire Chief shall verify the location of all fire hydrants, and may require additional hydrants necessary to preserve the health and safety of the residents. 3. A common platted lot shall be provided to cover access drives, green areas, and utilities. A blanket drainage and utility easement shall cover this lot. 4. A NPDES permit is required prior to final approval of construction drawings. 5. Landscaping improvements shall be made as recommended in staffs exhibit A. 6. Utility connections shall be made as recommended in staffs utility recommendation, exhibit B 7. Utility abandonment plan shall be approved by the City Engineer. 8. A letter of credit in the amount of 100% of the cost of the landscaping and utility improvements shall be submitted prior to the releasing of the Final Plat for recording. 9. All required subdivision shall be provided in an electronic format (.dwg file) as required by the City Ordinance and Land Use Application prior to recording of the plat. 10. This approval of the Preliminary Plat shall expire after 1 year, unless the property owner or owner's agent has submitted a Final Plat or letter of request for extension. 11. Satisfaction of the easement vacation issue as part of Kliever Lake Fields 3rd addition to the satisfaction of CenterPoint Energy. N: \Departments \Community Development \Planning \Case Files \P \P 13 -01 Kliever Lake Fields 4th \Final Plat Resolution.docx Page 4 Elk River it Municipal Utilities 13069 Orono Parkway . P.O. Box 430 Elk River, NIN 55330 -0430 The City of Elk River Attn: Jeremy Barnhart 13065 Orono Parkway Elk River, MN 55330 Re: Kliever Lake Fields 4th Addition Jeremy, Phone: 763.441.2020 Fax: 763.441.8099 wwwAkriverutilities.com June 10, 2013 In response to the May 24, 2013, letter from Pioneer Engineering regarding the proposed Kliever Lake Fields 4`h Addition, I've spoken with Paul Cherne the engineer and achieved resolution on the following issues: As an alternative to requiring the water mains to be looped, ERMU would agree to transfer ownership of the 6" water mains beneath the private driveways to the home association. ERMU would retain the ownership of the shutoff valve to the water main on 1801h Avenue and Fillmore Drive. The water main beneath 1801h Avenue and Fillmore Drive would remain an asset of ERMU. With this transfer, a loop connecting the water main under private driveway E to the water main on County Road 12 would not be required. The hydrants at the ends of private driveways A, C, E /F, G, and H would be transferred in ownership to the home association. The home association would take responsibility for the mitigation of stagnant water if that issue should occur. 2. In regards to the 6" water mains being abandoned under the private driveways B and D, the hydrants currently at the end of those mains would need to be relocated to within ROW on 1801h Avenue reusing the existing shutoff valve. If there are any questions, please feel free to contact me. Best Regards: `� � A-,---, Troy Adams, P.E. General Manager Cc: David Berg — ERMU Water Superintendent file P® f E 1 E i 1 t Reg" PUW Power ProvKler P o W E R F o T o S F R V E ORDINANCE 13-- CITY OF ELK RIVER AN ORDINANCE AMENDING THE CITY OF ELK RIVER ZONING MAP TO REZONE CERTAIN PROPERTY FROM R -3 TOWNHOUSE/ MULTIPLE FAMILY RESIDENTIAL TO PLANNED UNIT DEVELOPMENT (PUD) CASE NO. ZC 13 -02 The City Council of the City of Elk River does hereby ordain as follows: Section 1. That the duly adopted Zoning Map of the City of Elk River is hereby amended to rezone the property described on attached Exhibit A from Townhouse/ Multiple Family Residential (R -3) to Planned Unit Development (PUD). Section 2. That the rezoning approved by this Ordinance is based on the following findings: 1. THE REZONING IS CONSISTENT WTH THE CITY OF ELK RIVER LAND USE PLAN ADOPTED AS PART OF THE CITY OF ELK RIVER COMPREHENSIVE PLAN. Section 3. That this Ordinance shall take effect and be in full force from and after the date of its publication. Passed and adopted this 17`h day of June 2013 by the City Council of the City of Elk River. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk n:Apublic bodies \agenda packets \06 -17- 2013 \fina1\7.1 at11 zc ordinance.docx Exhibit A Lots 1 through 42 inclusive and Lot 49, Block 1, KLIEVER LAKE FIELDS THIRD ADDITION , according to the recorded plat thereof, Sherburne County, Minnesota. n:Apublic bodies \agenda packets \06 -17- 2013 \fina1\7.1 at11 zc ordinance.docx