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7.2. SR 06-15-2015 �i EOty lk Request for Action River To Item Number Mayor and City Council 7.2 Agenda Section Meeting Date Prepared by Public Hearin� 1june 15, 2015 Chris Leeseber , Park Planner-Planner Item Description Reviewed by Resolution: Final Plat by Bodnar Builders, LLC for Zack Carlton,Planner I Heritage Park Reviewed by Cal Portner, City Administrator Action Requested Adopt, by resolution, the Final Plat for Heritage Park with the following conditions: 1. A Developers Agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the plat for recording. 2. Surface Water Management Fee shall be paid in the amount required by the city at the time of final plat prior to releasing the plat for recording (currently $220/residential lot). 3. All comments in the memos from the Water Department, Environmental and Engineering Divisions, and the Stormwater Coordinator be addressed and incorporated into the plans. 4. Street lights shall be installed as required by Elk River Municipal Utilities. 5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completion all improvements and acceptance by the city, a security or warranty in a form acceptable to the city engineer will be secured. 7. A development plan shall be approved by the city engineer prior to the issuance of building permits. 8. All mailboxes shall be clustered. 9. Any item or condition found that indicates the site is likely to yield information important to pre- history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. 10. Park Dedication shall be for three (3) dwelling units at the rate applicable at the time the lot split is released for recording,which for 2015 is $3,712 per residential dwelling unit. 11. All driveways shall meet the required setbacks. Background/Discussion The applicant is requesting approval of a four-lot, single family subdivision (Heritage Park). The subject property is two acres in size and is proposed to be subdivided into four lots, creating three new buildable lots and one lot for the existing house and accessory structure. The property is zoned R1-b single family residential. The existing structure meets the setback requirements for that district. p 0 W I R I I a ATURE Transportation/Circulation The northerly 50 feet of the property will be dedicated as road right-of-way. A portion of the existing driveway (shaded area on the west side of the detached garage) does not comply with five-foot driveway setback requirements. Any part of the driveway located in the five-foot setback will need to be removed. Driveways serving the new lots will be guided by county recommendations for access to the county road. Utilities The utilities shown on the Utility Plan Set have been reviewed by city and ERMU staff and meet city standards. Financial Impact None Attachments • Location Map • Applicant's Narrative • Preliminary Plat • Final Plat • Utility Plan Set • Water Department Memo dated May 7, 2015 • Water Department Attachment—Details • ERMU Policy 5.2 -Looping Water Mains • Recommended Standards for Water Works 2012-Dead Ends • Environmental Division Memo dated May 7, 2015 • Engineering Division Memo dated May 11, 2015 • Stormwater Coordinator Memo dated May 13, 2015 • Resolution N:APublic Bodies\Agenda Packets\06-15-2015\Fina1\x7.2 sr Bodners Heritage Park.docx �i � Gk r' - d � ! 1 LL Ell A 6iiW it a ARM �.' s 40 - r r T , , b T _ i YI 4 } _ ! -10 April 23rd, 2015 Narrative for Proposed Plat of HERITAGE PARK The subject property, Parcel No. 75-005-2110, is currently an un-platted, metes and bounds parcel located at 13296 Mississippi Road (C.S.A.H. No. 30). The current county road right of way along the property is 33 feet each side of centerline. The proposed county road right of way along the property is 50 feet each side of centerline. The proposed subdivision will consist of four lots. The frontages of the lots will be 83.5 feet(two lots), 126 feet and 87 feet. Each lot will be 180 feet in depth. An existing house and detached garage exist on the proposed 126 foot x 180 foot lot. A sanitary sewer line will be extended westerly from Gary Street to reach the four lots (reference utility plan). 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Ai JVd 3OV11b3H - — — =oo ° a w a a w p m ° o _ w a _ m ° o ° x w a ° a, a ° �a ° w w — a w p d a a �m 0 0 a = N = w a ° ar w w a x awm ° e w m m_ m_ w o 0 �M 3 w J -- Q �_ Ld Ld Rt $ 5 co z a _r x3noo wnwiuiry s< 4 OD66L-N ~=:vim, _, 2 STV13 d/ ^ , N\ © �a�� � 2ggm:fe Amog \ �\ �I ��mom | ±>Mwa � �o (J ® w mva 2q @uH } \ � ^ - ; () ! ) • / - , e \\ ` cElk) Memorandum River To: Planning Department From: Water Department Date: May 7, 2015 Subject: Site Plan Review Meeting- May 8, 2015 The Water Department has reviewed the application(s) listed below and has the following comments: P 15-03 Bodner 1. -Add gate valve carrier to gate valve and box installation detail. -Remove gate valve extension stem from hydrant restraint detail. -Remove gate valve extension stem detail. The installation of a gate valve extension stem is in the process of being removed from our engineering specifications. SP 15-04 United Methodist Church 1. No concerns or issues with the application as proposed. V 15-07 Washington Street Investors/Hidde 1. No concerns or issues with the application as proposed. V 15-08 Washington Street Investors/Brown 1. No concerns or issues with the application as proposed. P 0 W I R 1 9 BY N:ADepartrnents\Community Development\Planning\Adm n\Site Plan Review\2015\05-08-2015\Water Department INAWREI COMMENT MEMO 5-8-2015.docx Op661'aN'bw :ayoO coy'm Luv�ae'N'mr - ed'�� S1111134 ...L COTI —.L—.L:'ON 3113 :Pwb..S sere eo:tt w,viw�e rvdl" 3 din V �"" 0,03-:]3w3 3-: 011 sa3Q11ne dVNGOG 'ONI 'S31YI�OSSY 8 d3AI�J >113 30 1.110 m NOS303d -LUVDOO 7 AZ]Vd 30H11a3H Ln Or e gg y¢E+ a ` " �gax eg9 M x� m �W R Pr l6h e Cgzg d��w v&• �'.+1.���N�`—d 1�M��tlf � ��� � I �+@M��B � 4wW x w i y Y n aro �s5i. a Pit n -IT as lip� :in Yix C � [? kye gg Elk River -�-� Municipal Utilities 5.2 Looping of Water Mains 1.0 Looping of Water Mains All watermains shall be looped or, in the case of phasing of developments, that provisions be made to loop them in the future. DISTRIBUTION SYSTEM PIPING AND APPURTENANCES PART 8 8.2 SYSTEM DESIGN 8.2.1 Pressure All water mains, including those not designed to provide fire protection, shall be sized after a hydraulic analysis based on flow demands and pressure requirements. The system shall be designed to maintain a minimum pressure of 20 psi (140 kPa) at ground level at all points in the distribution system under all conditions of flow. The normal working pressure in the distribution system shall be at least 35 psi (240 kPa) and should be approximately 60 to 80 psi (410 - 550 kPa) and not less than 35 psi (240 kPa). 8.2.2 Diameter The minimum size of water main which provides for fire protection and serving fire hydrants shall be six-inch diameter. Larger size mains will be required if necessary to allow the withdrawal of the required fire flow while maintaining the minimum residual pressure specified in Section 8.2.1. The minimum size of water main in the distribution system where fire protection is not to be provided should be a minimum of three (3) inch diameter. Any departure from minimum requirements shall be justified by hydraulic analysis and future water use, and can be considered only in special circumstances. 8.2.3 Fire protection When fire protection is to be provided, system design should be such that fire flows and facilities are in accordance with the requirements of the State Insurance Services Office. 8.2.4 Dead ends a. Dead ends shall be minimized by making appropriate tie-ins whenever practical, in order to provide increased reliability of service and reduce head loss. b Dead end mains shall be equipped with a means to provide adequate flushing. Flushing devices should be sized to provide flows which will give a velocity of at least 2.5 feet per second in the water main being flushed. They may be provided with a fire hydrant if flow and pressure are sufficient. No flushing device shall be directly connected to any sewer. 8.3 VALVES A sufficient number of valves shall be provided on water mains to minimize inconvenience and sanitary hazards during repairs. Valves should be located at not more than 500 foot intervals in commercial districts and at not more than one block or 800 foot intervals in other districts. Where systems serve widely scattered customers and where future development is not expected, the valve spacing should not exceed one mile. 8.4 HYDRANTS 8.4.1 Location and spacing a. Fire hydrants should be provided at each street intersection and at intermediate points between intersections as recommended by the State Insurance Services Office. Generally, fire hydrant spacing ranges from 350 to 600 feet depending on the area being served. -116- cElk) Memorandum River To: Planning Department From: Environment Date: May 7, 2015 Subject: Site Plan Review Meeting- May 8, 2015 The Environment Department has reviewed the application(s) listed below and has the following comments: P 15-03 Bodner 9. My only concern is to avoid cutting trees extensively this time of year. No Oak trees may be cut until after June to avoid Oak Wilt spread. SP 15-04 United Methodist Church 1. There a 3 trees currently in the middle of the parking lot located in a vertical line that are not listed as being removed on the plans but are shown to be removed. 2. Could a stormwater outfall be added to the east side of the rain garden from the existing drive way at 1215 4'. V 15-07 Washington Street Investors/Hidde 1. The 25 foot buffer strip is in place in order to protect the wetland characteristics and functions as well as assure that structures can withstand the ebb and flow of natural wetlands. Encroaching within this buffer is not intended to be allowed per city ordinance. The 25 foot setback is strictly enforced. 2. The variance is actually for the 20-foot wetland buffer strip setback as well which does not allow for structures. This is basically two variances in one. 3. If the deck was a normal part of the townhome design, then it should have been included with the original plan for the townhome construction. 4. Wetland Buffer signs must be placed along the wetland buffer. The homeowner must be aware that they are not to mow, clear, or remove vegetation within the buffer, even though it is under their deck. 5. It would be recommended to minimize the impact (10 feet out instead of 12 feet for example). V 15-08 Washington Street Investors/Brown P R w E R E 0 8 Y N:ADepartments\Community Development\Planning\Admin\Site Plan Review\2015\05-08-2015\Environmental INAWREI COMMENT MEMO 5-8-2015.docx 1. The 25 foot buffer strip is in place in order to protect the wetland characteristics and functions as well as assure that structures can withstand the ebb and flow of natural wetlands. Encroaching within this buffer is not intended to be allowed per city ordinance. 2. The variance is actually for the 20-foot wetland buffer strip setback as well which does not allow for structures. This is basically two variances in one. 3. If the deck was a normal part of the townhome design, then it should have been included with the original plan for the townhome construction. 4. Wetland Buffer signs must be placed along the wetland buffer. The homeowner must be aware that they are not to mow, clear, or remove vegetation within the buffer, even though it is under their deck. 5. It would be recommended to minimize the impact (10 feet out instead of 12 feet for example). N:ADepartments\Community Development\Planning\Admin\Site Plan Review\2015\05-08-2015\Environmental COMMENT MEMO 5-8-2015.docx Elk Memorandum River To: Planning Department From: Engineering Division Date: May 11, 2015 Subject: Site Plan Review Meeting- May 8, 2015 The engineering division has reviewed the application(s) listed below and has the following comments: P 15-03 Bodner 9. Applicant needs to submit a development plan. SP 15-04 United Methodist Church 1. Need to show remove and replace city sidewalk along Main Street where crossing with the storm sewer. V 15-07 Washington Street Investors/Hidde 1. No concerns or issues with the application as proposed. V 15-08 Washington Street Investors/Brown 1. No concerns or issues with the application as proposed. P 8 W I R 1 9 @Y N:APublic Bodies\Agenda Packets\06-15-2015\Final\x7.2 atl2docx [NATUPEI cElk) Memorandum River To: Planning Department From: Brandon Wisner, Stormwater Coordinator Date: May 13, 2015 Subject: Site Plan Review Meeting- May 8, 2015 The Engineering Department has reviewed the application(s) listed below and has the following comments: P 15-03 Bodner 1. A development plan is needed in accordance with requirements listed in Ordinance Sec. 78-503. -Stormwater and urban runoff control. and Sec. 78-504. - Post construction stormwater management. SP 15-04 United Methodist Church 1. The proposed raingarden should be protected from receiving run off from exposed areas during construction,unless the raingarden will be cleaned out when construction activity is completed. 2. The raingarden will need to be inspected routinely throughout the year by the property owner. Debris and accumulated sediment should be removed so the raingarden bottom doesn't become clogged. 3. Once the basin has lost half its volume capacity, sediment and debris needs to be removed. 4. The raingarden should not hold water for more than 48 hours if it's installed correctly and maintained. 5. Once final grading is completed, all exposed soils must be stabilized within 7 days. V 15-07 Washington Street Investors/Hidde 1. No concerns or issues with the application as proposed. V 15-08 Washington Street Investors/Brown 1. No concerns or issues with the application as proposed. P 0 W I R 1 9 BY N:ADepartrnents\Community Development\Planning\Admin\Site Plan Review\2015\05-08-2015\Stormwater INAWREI Coordinator COMME ME NT MO 5-8-2015.docx City of Elk River Resolution 15- A Resolution of the City of Elk River Granting Final Plat Approval for Heritage Park Case No. P 15-03 WHEREAS, application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as "the Property"; and WHEREAS, a preliminary plat of the Property was approved by the City Council on June 15, 2014; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED 1. It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with the Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City's Comprehensive 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 subdivision 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 subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. P'0WIRID 6Y 1`4 A URA G. The proposed subdivision 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 two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 15ffi day of June 2015. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk P O W E R E D 0 Y 1`4 U EXHIBIT A LEGAL DESCRIPTION Procter y Descri2t�oer Warranty Deed Doc No. 80092 That part of Government Lot 4, Section 5, Township 32, Range 26, Sherburne County, Minnesota, described as beginning at a point on the North line thereof a distance of 370.0 feet East of the Northwest corner thereof, thence East along said North line a distance of 380.0 feet; thence South at right angles a distance of 2301.0 feet, thence West parallel with said North line a distance of 380.0 feet, thence North to the point of beginning. r ® w € R10 8 NATUREI EXHIBIT B CONDITIONS OF APPROVAL 1. A developers agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the plat for recording. 2. Surface water management fee be paid in the amount required by the city at the time of final plat prior to releasing the plat for recording. (currently $220/residential lot) 3. All comments in the memos from the Water Department, Environmental and Engineering Divisions, and the Stormwater Coordinator be addressed and incorporated into the plans. 4. Street lights shall be installed as required by Elk River Utilities. 5. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 6. Upon completing all of the improvements and having them accepted by the city, a security or warranty in a form acceptable to the city engineer will be secured. 7. A development plan shall be approved by the city engineer prior to the issuance of building permits. 8. All mailboxes shall be clustered. 9. Any item or condition found that indicates the site is likely to yield information important to pre-history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. 10. Park dedication shall be for three (3) dwelling units at the rate applicable at the time the lot split is released for recording, which for 2015 is $3,712 per residential dwelling unit. 11. All driveways shall meet the required setbacks. P O W E R E D 0 Y 1`4 f U