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7.6. SR 01-17-2017 EOty1� ,.,�� Request for Action River To Item Number Mayor and City Council 7.6 Agenda Section Meeting Date Prepared by Public Hearin� lianuary17, 2017 Zack Carlton,Planning Manager Item Description Reviewed by Preliminary Plat Update to Miske Meadows and Chris Leeseber , Senior Planner Final Plat of Miske Meadows Second Addition Reviewed by Cal Portner, City Administrator Action Requested Approve,by motion, the updated Preliminary Plat for Miske Meadows,with the following conditions: 1. Updated engineering and utility plans must be submitted to the city and approved by city staff. 2. An updated Planned Unit Development agreement for Miske Meadows must be approved by the City Council. 3. Staff approval of a standard landscape plan for all detached townhome units, consistent with the R-3 townhome/multiple family residential design standards. 4. Parcels less than 65 feet in width shall be included in a single home owner's association. Adopt,by motion, a resolution approving the Final Plat of Miske Meadows Second Addition,with the following conditions: 1. Staff approval of updated plans and final plat reflective of changes to the Preliminary Plat. 2. A Developer's Agreement be prepared and executed prior to releasing the Final Plat for recording. 3. Park Dedication shall be paid with a combination of land and cash. The land will be dedicated with a future addition, and the cash is due prior to final plat recording. 4. Surface Water Management Impact Fee be paid in the amount required by the city at the time the Final Plat is released for recording. (currently$233/ lot) 5. Water Availability Charge shall be paid in the amount required by the city at the time the Final Plat is released for recording. (currently$345/ plumbing unit) 6. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 7. Upon completion of all improvements and accepted by the city, a security or warranty in a form acceptable to the city engineer will be secured. 8. A Development Plan shall be approved by the city engineer prior to the issuance of building permits. 9. All mailboxes shall be clustered. 10. All mailboxes and public utilities with parking restrictions (hydrants) shall be located in a manor to reduce parking impacts. The facilities must be identified on the development plan, and approved by staff. 11. 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. POWERED 6T A IR Background/Discussion Case No. P 16-21 & P 17-01 On May 16, 2016, the City Council approved the preliminary plat of Miske Meadows. During the discussion, the applicant requested to remove the detached townhome products from the plat and receive approval of the single-family areas. The townhome areas were identified as outlots on the preliminary plat and required an update to the preliminary plat prior to approval of a final plat. The outlots and an additional area adjacent to the previous preliminary plat are included in this update. Site Plan The proposed parcels for the addition to the plat include 37 detached townhome lots at 50+ foot wide, and 36 single-family lots distributed between the 65 foot and 70 foot product types. The 41 lots proposed at 40 feet, discussed last spring,have been removed and replaced with the townhomes and single-family lots. Circulation and access remain unchanged. The additional access at Cleveland Street and 190th Ave. will be constructed next spring as part of the first phase of Miske Meadows. All 37 of the townhome units are located along Edison Street and will be include in a single home owners association (HOA) which will be responsible for mowing and snow removal on those lots. Staff had concerns with the reduced setback from the street and between buildings and asked for a varied front yard setback to add variation to the streetscape. The applicant provided a plan demonstrating this request, and the adjusted setbacks for this area will be shown on the development plan. Setbacks between townhome units will be a minimum of 10 feet. The single-family parcels will be consistent with recent approvals in the area and have a front yard setback of 25 feet and maintain a minimum of 5 feet from the side property lines with at least 15 feet between buildings. The distance between buildings is consistent with the requirements for single-family districts. Parking One of staff's primary concerns with the size,location, and number of townhome units was the availability of off-street parking. Staff discussed the parking concerns with the applicant, and as this development is located on a public street without additional off-street parking opportunities, a minimum of four off-street parking spaces per unit is required. The off-street spaces can be located in the garage or on the driveway. A minimum of one on-street space is required between each driveway. Potential long- term parking concerns are addressed with current city ordinances. Landscaping The submitted landscape plan shows two trees per parcel,which is consistent with city ordinances. An additional landscaping plan showing a standard foundation planting for the townhome units will be required. A minimum of five shrubs is required for each unit. Building Design The townhomes will be one-story units constructed over a crawl space or as a slab on grade. The builder for this area has not been secured,but the city has seen a number of these unit types in recent years,most recently at Kliever Lake Fields. Each unit will have a two-stall garage, two bedrooms, and opportunity for a porch/patio on the backside of the building. N:APublic Bodies\Agenda Packets\01-17-2017\Final\7.6 sr Nfiske Plat CC.docx Consistent with previous discussions regarding the townhome units,variations in building color, facade treatments (materials), and roof styles will be required. These changes, and the variations to building setbacks, are intended to improve the character of the Edison Avenue corridor. The visual interest will be further improved as the landscaping matures. Phasing The first addition of Miske Meadows was approved for construction by the City Council, and construction is anticipated to begin in the spring of 2017. The second addition of Miske Meadows was submitted on December 27, 2016, and the applicant plans to construct both phases in the spring of 2017. The phasing exhibit shows these two phases as hatched areas. Parks The park area being dedicated with the Miske Meadows project does not change with the proposed update. The recommendation for a combination of cash and land dedication remains the same. Engineering and Utilities Mass grading for the site was completed over the summer, and the Engineering Division has worked with Paxmar on a regular basis to ensure the development complies with our standards. All parcels, stormwater ponds, and streets have been rough graded. Updated engineering and utility plans combining phases one and two were submitted on January 6, 2017, and are under review. The applicant has combined both phases into one plan set to ensure consistency during the review and construction processes. However, the preliminary utilities have been reviewed specific to this update and the previous plat. Final approval of these plans is a condition of approval. Final Plat The final plat application submitted on December 27, 2016,includes 37 detached townhome and 15 single-family units. The detached units are located on Edison St., to be constructed with this phase. Edison provides an additional north-south connection between the two connections with Cleveland St. The single-family homes are located on an extension of 191st Ave. at the point where Ivanhoe St. begins. Park Dedication will be paid in the form of cash for 52 new homes. The deferred assessments for the areas being final platted were paid in November 2016. An updated development agreement governing the construction of the 1" and 2nd additions will be drafted. The agreement for the 1" addition will be updated to include both additions and brought to Council for consideration. The direction regarding an increase to the number of model home permits will be included. The applicant has requested five single-family, and five townhome model home permits. Previous direction was five total model home permits — the subdivision included 36 single-family lots. Applicable Regulations City Ordinance Section 30-375 outlines the required findings for approval of a plat. 7.The proposed subdivision is consistent Pith the honing regulations (article VI of this chaptev� and confoa�ns in all respects�a ith all reguire�nents of this Code, including the honing regulations and this article. The proposed subdivision amendment will accompany the PUD agreement for the Miske Meadows subdivision. Specific design standards for this subdivision will be outlined in the PUD agreement. N:APublic Bodies\Agenda Packets\01-17-2017\Final\7.6 sr Nfiske Plat CC.docx 2.The proposed subdivision is consistent Pith all applicable general and speczaliZed city, county, and regional plans, including but not limited to, the city's comprehensive developmentplan. The subdivision is consistent with all applicable plans. 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. Staff is working with the applicant to finalize engineering plans. The physical characteristics of the site support the proposed development. 4.The proposed subdivision makes adequate provision for Pater supply, storm drainage, sera age transportation, erosion control and all other services,facilities and improvements other�a ise required in this article. Staff continues to work with the applicant to finalize storm water plans. Staff approval of updated engineering and utility plans is included as a condition of approval. 5.The proposed subdivision Pill not cause substantial environmental damage. The subdivision will not cause substantial environmental damage. 6.The proposed subdivision Pill not conflict Pith easements of record or Pith easements established by judgment of a court. The subdivision does not conflict with easements of record. 7.The proposed subdivision Pill not have an undue and adverse impact on the reasonable development of neighboring land. The subdivision will not have an adverse impact on the reasonable development of neighboring land. 8.Theproposed subdivision is notpremature.A subdivision ispremature if any of the following exists: a. Lack of adequate stoimn)ater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sen)er systems. d. Lack of adequate off-site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a plat, the proposed project meets the standards, and is recommended for approval. Planning Commission No one spoke during the public hearing and comments have not been received for or against the current application. The Commission unanimously recommended approval of the Preliminary Plat. Financial Impact None N:APublic Bodies\Agenda Packets\01-17-2017\Final\7.6 sr Nfiske Plat CC.docx Attachments ■ Location Map ■ Miske Meadows Plan Set dated December 1, 2016 ■ Miske Meadows Pre-Plat Update exhibit dated November 28, 2016 ■ Edison Street Setback exhibit dated September 30, 2016 ■ Phasing Exhibit ■ Final Plat of Miske Meadows Second Addition ■ Final Plat Resolution N:APublic Bodies\Agenda Packets\01-17-2017\Final\7.6 sr Nfiske Plat CC.docx No 4! F r - T q R.t4;li' l•NW— jo A Ar. L I j r urLa aka.t,•F7v ry{{ Zw wt t — i +_ r 1 = T s 14 y . icy 7 4. CIVIL ENGINEERSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: NATE HERMAN, PELANDSCAPINGSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: JOSH MCKINNEY, RLASURVEYORSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: RICK BLOM, RLSforPreliminary Plat UpdateMiske MeadowsPAXMARElk River, MinnesotaPresented by:NO SCALEVICINITY MAPSITECONSULTANT CONTACT LIST:ClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02C1.01TITLE SHEETDEVELOPER/OWNERPAXMAR3495 NORTHDALE BLVD NW,SUITE 210COON RAPIDS, MN 55448763-753-6176CONTACTS: KENT ROESSLERALAN ROESSLERSHEET INDEXSHEET DESCRIPTIONC1.01 TITLE SHEETC3.01PRELIMINARY PLAT UPDATEC3.02PRELIMINARY PLAT UPDATEC3.03PRELIMINARY PLAT UPDATEC3.04PRELIMINARY PLAT UPDATEC3.05PRELIMINARY PLAT UPDATEC3.06PRELIMINARY PLAT UPDATEC4.01 EXISTING GRADING PLANC4.02 EXISTING GRADING PLANC5.01PRELIMINARY UTILITY PLANC5.02PRELIMINARY UTILITY PLANL1.01 PRELIMINARY LANDSCAPE PLANL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C1-TITLE.dwg, 12/1/2016 10:11:36 AM, 576, DWG To PDF.pc3, 1:1 C3.01PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET300 600FOUND MONUMENTFOUND COUNTYCAST IRON MONUMENTEASEMENT LINE (EXISTING)FOUND RIGHT-OF-WAYMONUMENTSET MONUMENTMARKED LS 21729CENTERLINE (PROPOSED)LOT LINE (PROPOSED)BOUNDARY LINEEXISTING CONTOURRIGHT-OF-WAY LINE (PROPOSED)Outlot D, RIVER PARKOutlot B, RIVER PARK SECOND ADDITIONOutlot C, RIVER PARK SECOND ADDITIONOutlot D, RIVER PARK SECOND ADDITIONSherburne County, MinnesotaDESCRIPTION1. Subject property's addresses and property identification numbers are as followed: Outlot D, River Park: unassigned, Elk River, MN 55330, its PID is 75-761-0040. Outlot B, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0020. Outlot C, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0030. Outlot D, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0040.2.The bearing system is based on the Sherburne County coordinate system, NAD83 (1986 Adjust). Thenorth line of Northeast Quarter, Section 36, Township 33, Range 26 is assumed to bear North 89degrees 12 minutes 41 seconds West. The originating monuments utilized to establish the horizontalposition of this survey was the Northeast corner and the Northwest corner of said section.3. This survey of lands are located in Section 25 and 36, Township 33, Range 26, City of Elk River,Sherburne County, Minnesota.4. The site elevations are based on MN/DOT Geodetic Stations:Fence MN141- which has an elevation of: 932.642 feet (NAVD88)Power AZ- which has an elevation of: 902.630 feet (NAVD88)5. The gross area of the subject property is 105.154 Acres or 4,480,502 Square Feet.6. The subject property is zoned PUD, per the City of Elk River's zoning map dated 02/20/2015.7. Legal descriptions were obtained from a warranty deed we received from Paxmar, LLC.8. This survey was prepared without the benefit of a title commitment. There may be easements ofrecorded that encumber the subject property that are not shown hereon.9. Topography shown hereon is per LiDAR data provided by the Minnesota Department of NaturalResources. Said data was obtained by Sambatek on 12/17/2015. Field data was used for the stormwater ponds.SURVEY NOTESLEGENDSITESITEVICINITY MAP1340TWIN LAKES RDLINCOL N ST. KENNEDY ST. CLEVELAND ST.191TH AVE.HOOVER S T 192ND LN.191TH LN.IVANHOE DR.190TH LN.TOTAL SITE AREA:LESS OUTLOTS FOR FUTURE LOTS:LESS OUTLOTS FOR PONDING/OPEN SPACE:LESS OUTLOTS FOR PARK/OPEN SPACE:LESS RIGHT-OF-WAY:4,580,502 S.F. (GROSS) 105.154 Ac. 100.00%552,793 S.F. 12.690 Ac. 12.07%488,616 S.F. 11.217 Ac. 10.67%389,290 S.F. 8.937 Ac. 8.50%670,626 S.F. 15.395 Ac. 14.64%2,479,177 S.F. (NET) 56.914 Ac. 54.12%NUMBER OF LOTS:AVERAGE LOT SIZE:MINIMUM LOT SIZE:MAXIMUM LOT SIZE:24710,037 S.F.7,002 S.F.16,103 S.F.PROPOSED DENSITY:2.349 UNITS PER ACRE (GROSS) (247 Lots/105.154 Acres)50 FEET WIDTH LOTSFRONT YARD:REAR YARD:SIDE YARD- GARAGE:SIDE YARD- LIVING:SIDE YARD- CORNER:ARTERIAL STREET:25'30'5'5'25'50'1. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.2. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.3. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATERLEVEL OF ALL PONDS.4. THE SOUTHERLY PORTION OF 193RD AVENUE NW AND THE WESTERLY PORTION OF DAVIS STREET NWON SUBJECT PROPERTY WILL BE VACATED PRIOR TO FINAL PLAT.5. LOT WIDTHS ARE MEASURED AT THE FRONT SETBACK LINE.PROPERTY SUMMARYLOT SUMMARYSITE DENSITYSITE SETBACKSDEVELOPMENT NOTESBEING 5 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, AND ADJOINING LOT LINES, AND10 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, AND ADJOINING RIGHT-OF-WAYLINES, AS SHOWN ON THE PLAT.105510DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)55-75 FEET WIDTH LOTSFRONT YARD:REAR YARD:SIDE YARD- GARAGE:SIDE YARD- LIVING:SIDE YARD- CORNER:INTERIOR SIDE ONCOR. LOTS (GARAGE):ARTERIAL STREET:25'30'7.5'7.5'25'5'50'50 FT WIDE LOT: 3755 FT WIDE LOT: 1365 FT WIDE LOT: 14375 FT WIDE LOT: 54ALLOWABLE 65 FT WIDE LOTS FOR OUTLOT D, RIVER PARK: 14 UNITSWETLANDS AND PONDSWETLAND BUFFER:WETLAND BUFFER SETBACK:STORM WATER POND SETBACK:25'20'45'EXISTING ZONING: RIVER PARK PUDPROPOSED ZONING: PUD AMENDMENT TO RIVER PARK PUDZONING INFORMATIONEASEMENT LINE (PROPOSED)OUTLOTS FOR FUTURE LOTS: F, G, H, I, K, M, P, QOUTLOTS FOR PONDING/OPEN SPACE: A, B, C, D, E, N, OOULOTS FOR PARK/OPEN SPACE: J, LBREAKDOWN OF OUTLOTSLOT LINE (FUTURE)RIGHT-OF-WAY LINE (FUTURE)CURB & GUTTER (PROPOSED)CURB & GUTTER (FUTURE)CONC. SIDEWALK (PROPOSED)190TH LANEEDISON ST.193RD AVENUEDAVIS STREETCO. HWY. NO. 40CLEVELAND ST.191ST AVENUECLEVELAND ST.CO. HWY. NO. 40HOO V E R S T.191ST AVENUE190TH LANEIVANHOE DR.191TH LN.KENNEDY ST.LINCOLN ST.190TH AVE189TH AVEFILLMORE CTEDISON CT.189TH LANE188TH AVEJOHNSON STIVANHOE STREETTWIN LAKES RDTWIN LAKESELEMENTARYSCHOOLFUTURE PHASEFUTURE PHASEMISKE MEADOWS PHASE IIFUTURE PHASE 7.457 AC324,848 SQ. FT.OUTLOT Q2 Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.02PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASETWIN LAKESELEMENTARYSCHOOL 78.10.163 AC7,110 SF1170.186 AC8,103 SF1190.243 AC10,577 SF1640.252 AC10,967 SF1630.302 AC13,169 SF1750.279 AC12,155 SF1590.247 AC10,743 SF1600.231 AC10,061 SF1570.254 AC11,046 SF1580.279 AC12,135 SF1560.282 AC12,276 SF1760.233 AC10,164 SF1770.237 AC10,308 SF1780.244 AC10,645 SF1792.186 AC95,241 SQ. FT.OUTLOT A0.289 AC12,599 SF1510.227 AC9,877 SF1470.251 AC10,940 SF1490.286 AC12,457 SF1500.282 AC12,270 SF1530.285 AC12,408 SF1520.245 AC10,668 SF1550.267 AC11,647 SF1540.228 AC9,938 SF1480.176 AC7,682 SF1140.162 AC7,066 SF1150.163 AC7,098 SF1160.170 AC7,406 SF1180.249 AC10,853 SF121E D IS O N S T N W G190TH LN NW.051.052.051.851.051.051.050.750.5 74.5 55.0 55.0 51.0 51.0 51.0 51.0 50.4 50.5 87.480.580.578.875.465.465.465.475.165.070.075.080.293.296.4 82.2 68.90.279 AC17480.5 89.681.274.774.775.01.080 AC47,047 SQ. FT.OUTLOT C0.252 AC10,985 SF1620.167 AC7,264 SF1100165AC1040.182 AC7,927 SF1130.171 AC7,450 SF1110.183 AC7,980 SF1120.171 AC7,434 SF1090.170 AC7,418 SF1080.170 AC7,406 SF1070.165 AC7,175 SF1060.161 AC7,002 SF1050.179 AC7,817 SF1200.243 AC10,594 SF16125.0 1.532 AC66,731 SQ. FT.OUTLOT B0.227 AC9,877 SF1460.227 AC9,877 SF1450.223 AC9,695 SF1420.215 AC9 364 SF1410.275 AC11,970 SF1430.167 AC7,270 SF1330.164 AC7,159 SF1320.170 AC7,397 SF1310.228 AC9,913 SF12269.153.162.6 67.7 52.0 52.0 52.0 67.7 71.655.052.952.052.052.052.052.065.065.065.9 65.4 65.465.40.185 AC8,074 SF1260.185 AC8,074 SF1250.178 AC7,754 SF1240.164 AC7,148 SF1230.226 AC9,827 SF1440.177 AC7,708 SF1280.201 AC8,774 SF1270.172 AC7,478 SF1290.183 AC7,968 SF13020.072.40.285 AC12,403 SF1920.224 AC9,756 SF1960.287 AC12,491 SF1931970.229 AC9,991 SF1950.239 AC10,432 SF1940.241 AC10,500 SF1910.241 AC10,500 SF1900.244 AC10,641 SF18983.575.075.075.074.975.075.094.915 IVANHOE STREET NWGRANT ST NWParcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.03PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120TWIN LAKESELEMENTARYSCHOOLFUTURE PHASE 0.261 AC11,383 SF3820.234 AC10,205 SF3440.253 AC11,006 SF1720.213 AC9,276 SF1710.268 AC11,672 SF1660.213 AC9,288 SF1680.209 AC9,113 SF1690.213 AC9,290 SF1700.243 AC10,577 SF1640.238 AC10,362 SF1650.201 AC8,777 SF3220.268 AC11,691 SF3730.244 AC10,612 SF3710.247 AC10,770 SF3720.689 AC30,004 SQ. FT.OUTLOT G0.244 AC10,645 SF1790.278 AC12,128 SF1800.218 AC9,504 SF3690.259 AC11,276 SF3651.290 AC56,185 SQ. FT.OUTLOT D0.245 AC10,651 SF3520.254 AC11,043 SF3380.218 AC9,515 SF3420.217 AC9,436 SF3400.215 AC9,384 SF3410.227 AC9,878 SF3590.240 AC10,460 SF3470.219 AC9,558 SF3600.245 AC10,681 SF3460.210 AC9,129 SF3610.222 AC9,653 SF3490.243 AC10,592 SF3450.228 AC9,911 SF3580.232 AC10,112 SF3620.227 AC9,869 SF3480.224 AC9,740 SF3530.210 AC9,140 SF3510.258 AC11,241 SF3540.270 AC11,783 SF3860.241 AC10,494 SF3800.231 AC10,067 SF3240.200 AC8,712 SF3230.331 AC14,409 SF1810.229 AC9,980 SF3780.277 AC12,085 SF182EDISON ST NWE D I S O N C T NW 189TH AVE NW189TH AVE NWG R A N T S T N W FILLMORE ST NW190TH AVE NW190TH AVE NW0 214 AC3130.111 AC4,854 SQ. FT.OUTLOT I0.236 AC10,289 SF3250.222 AC9,653 SF3280.213 AC9,295 SF3110.224 AC9,740 SF3310.208 AC9,082 SF3090.208 AC9,052 SF3120.214 AC9,321 SF3100.203 AC8,827 SF30874.253.052.051.070.083.275.170.063.664.980.3668.780.065.064.764.764.764.779.50.278 AC12,128 SF1730.279 AC12,142 SF17484.4 80.5 99.879.585.974.7 74.7 740.280 AC12,188 SF1840.262 AC11,416 SF18364.764.764.765.469.870.470.470.476.3 73.5124.376.275.875.568.068.065.365.065.365.465.467.967.965.465.080.778.472.170.070.070.170.069.785.675.3 75.975.084.692.1103.975.575.075.775.065.06570.064.869.064.864.864.847,047 SQ. FT.0.226 AC9,856 SF1010.165 AC7,189 SF1040.170 AC7,404 SF1030.172 AC7,500 SF1020.261 AC11,350 SF3360.223 AC9,718 SF3390.270 AC11,742 SF3370.212 AC9,256 SF3500.227 AC9,884 SF3560.213 AC9,269 SF3550.240 AC10,437 SF3570.225 AC9,793 SF3260.215 AC9,366 SF3290.221 AC9,608 SF3270.217 AC9,440 SF3300.899 AC39,149 SQ. FT.OUTLOT E0.205 AC8,942 SF3850.277 AC12,055 SF3810.221 AC9,644 SF3790.158 AC6,897 SQ. FT.OUTLOT F0.250 AC10,885 SF3700.235 AC10,243 SF3750.245 AC10,684 SF3740.263 AC11,458 SF3770.264 AC11,499 SF3760.215 AC9,357 SF3830.225 AC9,819 SF38467.025.00.219 AC9,529 SF1670.300 AC13,058 SF1380.215 AC9,364 SF1410.254 AC11,085 SF1370.169 AC7,374 SF1350.167 AC7,255 SF1340.167 AC7,270 SF0.175 AC7,627 SF1365252.052.052.0 72.1 82.865.265.265.031 AC055 SF0160 4 56.60.210 AC9,130 SF1400.215 AC9,357 SF1390.233 AC10,134 SF3670.206 AC8,984 SF3680.235 AC10,254 SF3660.224 AC9,756 SF34372.770.067.972.467.370.974.474.40.266 AC11,599 SF3640.262 AC11,425 SF36372.471.071.090.70.205 AC8,938 SF1990.205 AC8,945 SF1970.251 AC10,948 SF2000.203 AC8,832 SF1980.309 AC13,443 SF1850.242 AC10,559 SF1880.239 AC10,403 SF1870.239 AC10,390 SF18693.974.774.774.73.848 AC167,639 SQ. FT.OUTLOT PEDISON ST NW188TH LAFILLMORE CT NW188TH LANE NW Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.04PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASEFUTURE PHASE Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.001.777 AC77,410 SQ. FT.PARK6.867 AC299,133 SQ. FT.OUTLOT J0.201 AC8,777 SF3220.188 AC8,179 SF3200.068 AC2,973 SQ. FT.OUTLOT H0.202 AC8,777 SF3210.218 AC9,498 SF3180.202 AC8,820 SF3170.202 AC8,807 SF3160.202 AC8,795 SF3150.211 AC9,172 SF2970.153 AC6,654 SQ. FT.OUTLOT K0.205 AC8,923 SQ. FT.OUTLOT M0.201 AC8,764 SF2880.196 AC8,559 SF2870.239 AC10,396 SF2780.216 AC9,387 SF2750.229 AC9,969 SF2760.232 AC10,107 SF2770.220 AC9,575 SF2820.231 AC10,071 SF2790.212 AC9,249 SF2800.226 AC9,841 SF2810.263 AC11,435 SF2830.227 AC9,897 SF3190.209 AC9,120 SF3141 8 8 T H A V E N W 0.214 AC9,342 SF3130.208 AC9,052 SF31264.765.065.065.069.067.565.065.065.070.078.253.8 55.0 59.9 56.1 60.0 60.0 55.0 55.0 54.754.764.664.770.0101.1 68.0 65.3 66.0 66.2 71.7 65.5 70.0 70.0 0.230 AC10,008 SF2990.213 AC9,268 SF2980.177 AC7,730 SF2960.189 AC8,227 SF2940.180 AC7,852 SF2950.185 AC8,078 SF2930.188 AC8,200 SF2920.214 AC9,324 SF2910.225 AC9,816 SF2900.207 AC9,035 SF2890.172 AC7,471 SF2860.200 AC8,716 SF2840.183 AC7,990 SF28554.7 60.0 55.055.0 54.5 0.293 AC12,747 SQ. FT.OUTLOT L188TH LANE NWC3.05PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASEFUTURE PHASEFUTURE PHASE Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.06PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASE THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.C4.01EXISTING GRADING PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C4-GRDE.dwg, 12/1/2016 10:09:20 AM, 576, DWG To PDF.pc3, 1:1 WBPWBPWBPWBPWBPWBP947.59HP16+57.7811+0012+0013+0014+0015+0016+00940.55HP938.75LP0+001+002+003+004+005+00939.7940.2940.2939.2938.9939.9939.7940.6939.7939.4935.06LP6+23.651+002+003+004+005+006+00938.8944.8942.8940.2937.5935.3935.6938.2943.8941.5938.8936.2935.1936.7937.71LP-0+001+002+003+004+005+006+007+008+00941.4940.4939.3938.3938.7939.7940.7941.8940.9939.9938.8937.8938.2939.2 940.2941.2942.8939.34HP937.02LP929.28LP4+005+006+007+008+009+0010+0011+00 12+0 0 13+0014+00939.5938.4937.3937.4938.4939.3938.0933.9 930.3 929.3931.2938.9937.8937.0937.9938.9939.1936.1 931.8 929.4929.9DRY BASIN 7BTM:930.5-931.0OUT:931.0HWL:933.2EOF:934.5WETLAND BUFFERSIGN (TYP)WETLAND BUFFERSIGN (TYP)943.3944.1945.4946.7947.6945.9943.89946.1947.4947.0944.9WETLAND 2 DELINEATED BYSAMBATEK 04/2016BOTOUTHWL152153156157171721174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217219220221222223224225226227238239240241242243244245246247248335340341367+0018+0019+0020+0021+0022+0023+0024+0025+0026+005.8944.7943.2942.6942.1941.6941.1940.6940.1939.2945.5943.9942.8942.4941.8941.4940.8940.4939.6938.8937.30LP937.30LP0+001+002+003+003+56.62???937.5937.8939.2938.3937.3938.5???HWL10'10'1:1SUBCUT TO SAND10'X10' SUBCUT AT SAND1:1 SIDE SLOPE TO 930.5APPROX917.0190TH AVE. NW190TH LANE NWGRANT STREET NW IVANHOE STREETIVANHOE DRIVE NWJOHNSON STREET NWC4.02EXISTING GRADING PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THISQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARDGUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONEFOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THEENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BEBACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C4-GRDE.dwg, 12/1/2016 10:09:41 AM, 576, DWG To PDF.pc3, 1:1 C5.01PRELIMINARY UTILITY PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE II WBPWBPWBPWBPWBPWBPW947.59HP16+57.7811+0012+0013+0014+0015+0016+00940.55HP938.75LP0+001+002+003+004+00935.06LP6+23.651+002+003+004+005+006+00937.71LP-0+001+002+003+004+005+006+00 7+008+00939.34HP937.02LP929.28LP5+006+007+008+009+0010+0011+00 12+0 0 13+0014+00DRY BASIN 7BTM:930.5-931.0OUT:931.0HWL:933.2EOF:934.5WETLAND BUFFERSIGN (TYP)WETLAND BUFFERSIGN (TYP)WETLAND 2 DELINEATED BYSAMBATEK 04/2016BOTOUTHWL15615717217617717817918018118218318418518618718818919019119219319419519619719819920020120220320420520620720820921021121221321421521621721821922022122222322422522622723823924024124224324424524624724833433533934034117+0018+0019+0020+0021+0022+0023+0024+0025+0026+00937.30LP937.30LP0+001+002+003+003+56.62???937.5937.8939.2938.3937.3938.5???HWL10'10'1:1SUBCUT TO SAND10'X10' SUBCUT AT SAND1:1 SIDE SLOPE TO 930.5APPROX917.08" WM8" WM 8" WM8" WM190TH AVE. NW190TH LANE NWGRANT STREET NW IVANHOE STREETIVANHOE DRIVE NWJOHNSON STREET NWC5.02PRELIMINARY UTILITY PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVELWAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORSSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTINGTHE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTORAGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HERFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITHTHE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUTAPPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIFUTURE PHASE WBPWBPWBPWBPCITY OF ELK RIVERWETLAND101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232249250334335336337338339340341342343345344346347348349350 351352353354355356357358359360361362363364365383384385386190TH AVE. NW190TH LANE NW190TH AVE. NWGRANT STREET NW IVANHOE STREETFILLMORE STREET NWEDISON STREET NWIVANHOE DRIVE NWTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESEPLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02,TITLED "STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, BY CONTACTING THE NOTIFICATIONCENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BEOCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES (UNDERGROUND ANDOVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THESITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THELOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NODRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROMTHE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENTS SHOWN ON THE PLANS.L1.01PRELIMINARY LANDSCAPEPLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET100 200TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTYBetula papyrifera `Whitespire` / Whitespire Birch B & B 2"Cal20CONIFERS BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTYJuniperus virginiana / Eastern Red Cedar B & B8` 19Picea abies / Norway Spruce B & B6` 24ORN. TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTYAmelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 1.5" Cal19PLANT SCHEDULE BUFFERTREES BOTANICAL NAME / COMMON NAME CONT CAL QTYAcer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2"Cal9Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal6Celtis occidentalis / Common Hackberry B & B 2"Cal12Ginkgo biloba `Autumn Gold` TM / Maidenhair Tree B & B 2"Cal24Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2"Cal4Quercus bicolor / Swamp White Oak B & B 2"Cal23Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal10Ulmus americana `Princeton` / American Elm B & B 2"Cal12ORN. TREES BOTANICAL NAME / COMMON NAME CONTCALQTYAmelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 1.5" Cal30Cornus alternifolia / Pagoda Dogwood B & B 2"Cal6Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal4Malus x `Spring Snow` / Spring Snow Crab Apple B & B 1.5" Cal19Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac B & B 1.5" Cal6PLANT SCHEDULE BOULEVARD TREES CIVIL ENGINEERSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: NATE HERMAN, PELANDSCAPINGSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: JOSH MCKINNEY, RLASURVEYORSAMBATEK12800 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343TEL 763-476-6010FAX 763-476-8532CONTACT: RICK BLOM, RLSforPreliminary Plat UpdateMiske MeadowsPAXMARElk River, MinnesotaPresented by:NO SCALEVICINITY MAPSITECONSULTANT CONTACT LIST:ClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02C1.01TITLE SHEETDEVELOPER/OWNERPAXMAR3495 NORTHDALE BLVD NW,SUITE 210COON RAPIDS, MN 55448763-753-6176CONTACTS: KENT ROESSLERALAN ROESSLERSHEET INDEXSHEET DESCRIPTIONC1.01 TITLE SHEETC3.01PRELIMINARY PLAT UPDATEC3.02PRELIMINARY PLAT UPDATEC3.03PRELIMINARY PLAT UPDATEC3.04PRELIMINARY PLAT UPDATEC3.05PRELIMINARY PLAT UPDATEC3.06PRELIMINARY PLAT UPDATEC4.01 EXISTING GRADING PLANC4.02 EXISTING GRADING PLANC5.01PRELIMINARY UTILITY PLANC5.02PRELIMINARY UTILITY PLANL1.01 PRELIMINARY LANDSCAPE PLANL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C1-TITLE.dwg, 12/1/2016 10:11:36 AM, 576, DWG To PDF.pc3, 1:1 C3.01PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET300 600FOUND MONUMENTFOUND COUNTYCAST IRON MONUMENTEASEMENT LINE (EXISTING)FOUND RIGHT-OF-WAYMONUMENTSET MONUMENTMARKED LS 21729CENTERLINE (PROPOSED)LOT LINE (PROPOSED)BOUNDARY LINEEXISTING CONTOURRIGHT-OF-WAY LINE (PROPOSED)Outlot D, RIVER PARKOutlot B, RIVER PARK SECOND ADDITIONOutlot C, RIVER PARK SECOND ADDITIONOutlot D, RIVER PARK SECOND ADDITIONSherburne County, MinnesotaDESCRIPTION1. Subject property's addresses and property identification numbers are as followed: Outlot D, River Park: unassigned, Elk River, MN 55330, its PID is 75-761-0040. Outlot B, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0020. Outlot C, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0030. Outlot D, River Park Second Addition: unassigned, Elk River, MN 55330, its PID is 75-799-0040.2.The bearing system is based on the Sherburne County coordinate system, NAD83 (1986 Adjust). Thenorth line of Northeast Quarter, Section 36, Township 33, Range 26 is assumed to bear North 89degrees 12 minutes 41 seconds West. The originating monuments utilized to establish the horizontalposition of this survey was the Northeast corner and the Northwest corner of said section.3. This survey of lands are located in Section 25 and 36, Township 33, Range 26, City of Elk River,Sherburne County, Minnesota.4. The site elevations are based on MN/DOT Geodetic Stations:Fence MN141- which has an elevation of: 932.642 feet (NAVD88)Power AZ- which has an elevation of: 902.630 feet (NAVD88)5. The gross area of the subject property is 105.154 Acres or 4,480,502 Square Feet.6. The subject property is zoned PUD, per the City of Elk River's zoning map dated 02/20/2015.7. Legal descriptions were obtained from a warranty deed we received from Paxmar, LLC.8. This survey was prepared without the benefit of a title commitment. There may be easements ofrecorded that encumber the subject property that are not shown hereon.9. Topography shown hereon is per LiDAR data provided by the Minnesota Department of NaturalResources. Said data was obtained by Sambatek on 12/17/2015. Field data was used for the stormwater ponds.SURVEY NOTESLEGENDSITESITEVICINITY MAP1340TWIN LAKES RDLINCOL N ST. KENNEDY ST. CLEVELAND ST.191TH AVE.HOOVER S T 192ND LN.191TH LN.IVANHOE DR.190TH LN.TOTAL SITE AREA:LESS OUTLOTS FOR FUTURE LOTS:LESS OUTLOTS FOR PONDING/OPEN SPACE:LESS OUTLOTS FOR PARK/OPEN SPACE:LESS RIGHT-OF-WAY:4,580,502 S.F. (GROSS) 105.154 Ac. 100.00%552,793 S.F. 12.690 Ac. 12.07%488,616 S.F. 11.217 Ac. 10.67%389,290 S.F. 8.937 Ac. 8.50%670,626 S.F. 15.395 Ac. 14.64%2,479,177 S.F. (NET) 56.914 Ac. 54.12%NUMBER OF LOTS:AVERAGE LOT SIZE:MINIMUM LOT SIZE:MAXIMUM LOT SIZE:24710,037 S.F.7,002 S.F.16,103 S.F.PROPOSED DENSITY:2.349 UNITS PER ACRE (GROSS) (247 Lots/105.154 Acres)50 FEET WIDTH LOTSFRONT YARD:REAR YARD:SIDE YARD- GARAGE:SIDE YARD- LIVING:SIDE YARD- CORNER:ARTERIAL STREET:25'30'5'5'25'50'1. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT.2. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY.3. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITYEASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO 1 FOOT ABOVE THE HIGH WATERLEVEL OF ALL PONDS.4. THE SOUTHERLY PORTION OF 193RD AVENUE NW AND THE WESTERLY PORTION OF DAVIS STREET NWON SUBJECT PROPERTY WILL BE VACATED PRIOR TO FINAL PLAT.5. LOT WIDTHS ARE MEASURED AT THE FRONT SETBACK LINE.PROPERTY SUMMARYLOT SUMMARYSITE DENSITYSITE SETBACKSDEVELOPMENT NOTESBEING 5 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, AND ADJOINING LOT LINES, AND10 FEET IN WIDTH, UNLESS OTHERWISEINDICATED, AND ADJOINING RIGHT-OF-WAYLINES, AS SHOWN ON THE PLAT.105510DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS:(NOT TO SCALE)55-75 FEET WIDTH LOTSFRONT YARD:REAR YARD:SIDE YARD- GARAGE:SIDE YARD- LIVING:SIDE YARD- CORNER:INTERIOR SIDE ONCOR. LOTS (GARAGE):ARTERIAL STREET:25'30'7.5'7.5'25'5'50'50 FT WIDE LOT: 3755 FT WIDE LOT: 1365 FT WIDE LOT: 14375 FT WIDE LOT: 54ALLOWABLE 65 FT WIDE LOTS FOR OUTLOT D, RIVER PARK: 14 UNITSWETLANDS AND PONDSWETLAND BUFFER:WETLAND BUFFER SETBACK:STORM WATER POND SETBACK:25'20'45'EXISTING ZONING: RIVER PARK PUDPROPOSED ZONING: PUD AMENDMENT TO RIVER PARK PUDZONING INFORMATIONEASEMENT LINE (PROPOSED)OUTLOTS FOR FUTURE LOTS: F, G, H, I, K, M, P, QOUTLOTS FOR PONDING/OPEN SPACE: A, B, C, D, E, N, OOULOTS FOR PARK/OPEN SPACE: J, LBREAKDOWN OF OUTLOTSLOT LINE (FUTURE)RIGHT-OF-WAY LINE (FUTURE)CURB & GUTTER (PROPOSED)CURB & GUTTER (FUTURE)CONC. SIDEWALK (PROPOSED)190TH LANEEDISON ST.193RD AVENUEDAVIS STREETCO. HWY. NO. 40CLEVELAND ST.191ST AVENUECLEVELAND ST.CO. HWY. NO. 40HOO V E R S T.191ST AVENUE190TH LANEIVANHOE DR.191TH LN.KENNEDY ST.LINCOLN ST.190TH AVE189TH AVEFILLMORE CTEDISON CT.189TH LANE188TH AVEJOHNSON STIVANHOE STREETTWIN LAKES RDTWIN LAKESELEMENTARYSCHOOLFUTURE PHASEFUTURE PHASEMISKE MEADOWS PHASE IIFUTURE PHASE 7.457 AC324,848 SQ. FT.OUTLOT Q2 Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.02PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASETWIN LAKESELEMENTARYSCHOOL 78.10.163 AC7,110 SF1170.186 AC8,103 SF1190.243 AC10,577 SF1640.252 AC10,967 SF1630.302 AC13,169 SF1750.279 AC12,155 SF1590.247 AC10,743 SF1600.231 AC10,061 SF1570.254 AC11,046 SF1580.279 AC12,135 SF1560.282 AC12,276 SF1760.233 AC10,164 SF1770.237 AC10,308 SF1780.244 AC10,645 SF1792.186 AC95,241 SQ. FT.OUTLOT A0.289 AC12,599 SF1510.227 AC9,877 SF1470.251 AC10,940 SF1490.286 AC12,457 SF1500.282 AC12,270 SF1530.285 AC12,408 SF1520.245 AC10,668 SF1550.267 AC11,647 SF1540.228 AC9,938 SF1480.176 AC7,682 SF1140.162 AC7,066 SF1150.163 AC7,098 SF1160.170 AC7,406 SF1180.249 AC10,853 SF121E D IS O N S T N W G190TH LN NW.051.052.051.851.051.051.050.750.5 74.5 55.0 55.0 51.0 51.0 51.0 51.0 50.4 50.5 87.480.580.578.875.465.465.465.475.165.070.075.080.293.296.4 82.2 68.90.279 AC17480.5 89.681.274.774.775.01.080 AC47,047 SQ. FT.OUTLOT C0.252 AC10,985 SF1620.167 AC7,264 SF1100165AC1040.182 AC7,927 SF1130.171 AC7,450 SF1110.183 AC7,980 SF1120.171 AC7,434 SF1090.170 AC7,418 SF1080.170 AC7,406 SF1070.165 AC7,175 SF1060.161 AC7,002 SF1050.179 AC7,817 SF1200.243 AC10,594 SF16125.0 1.532 AC66,731 SQ. FT.OUTLOT B0.227 AC9,877 SF1460.227 AC9,877 SF1450.223 AC9,695 SF1420.215 AC9 364 SF1410.275 AC11,970 SF1430.167 AC7,270 SF1330.164 AC7,159 SF1320.170 AC7,397 SF1310.228 AC9,913 SF12269.153.162.6 67.7 52.0 52.0 52.0 67.7 71.655.052.952.052.052.052.052.065.065.065.9 65.4 65.465.40.185 AC8,074 SF1260.185 AC8,074 SF1250.178 AC7,754 SF1240.164 AC7,148 SF1230.226 AC9,827 SF1440.177 AC7,708 SF1280.201 AC8,774 SF1270.172 AC7,478 SF1290.183 AC7,968 SF13020.072.40.285 AC12,403 SF1920.224 AC9,756 SF1960.287 AC12,491 SF1931970.229 AC9,991 SF1950.239 AC10,432 SF1940.241 AC10,500 SF1910.241 AC10,500 SF1900.244 AC10,641 SF18983.575.075.075.074.975.075.094.915 IVANHOE STREET NWGRANT ST NWParcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.03PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120TWIN LAKESELEMENTARYSCHOOLFUTURE PHASE 0.261 AC11,383 SF3820.234 AC10,205 SF3440.253 AC11,006 SF1720.213 AC9,276 SF1710.268 AC11,672 SF1660.213 AC9,288 SF1680.209 AC9,113 SF1690.213 AC9,290 SF1700.243 AC10,577 SF1640.238 AC10,362 SF1650.201 AC8,777 SF3220.268 AC11,691 SF3730.244 AC10,612 SF3710.247 AC10,770 SF3720.689 AC30,004 SQ. FT.OUTLOT G0.244 AC10,645 SF1790.278 AC12,128 SF1800.218 AC9,504 SF3690.259 AC11,276 SF3651.290 AC56,185 SQ. FT.OUTLOT D0.245 AC10,651 SF3520.254 AC11,043 SF3380.218 AC9,515 SF3420.217 AC9,436 SF3400.215 AC9,384 SF3410.227 AC9,878 SF3590.240 AC10,460 SF3470.219 AC9,558 SF3600.245 AC10,681 SF3460.210 AC9,129 SF3610.222 AC9,653 SF3490.243 AC10,592 SF3450.228 AC9,911 SF3580.232 AC10,112 SF3620.227 AC9,869 SF3480.224 AC9,740 SF3530.210 AC9,140 SF3510.258 AC11,241 SF3540.270 AC11,783 SF3860.241 AC10,494 SF3800.231 AC10,067 SF3240.200 AC8,712 SF3230.331 AC14,409 SF1810.229 AC9,980 SF3780.277 AC12,085 SF182EDISON ST NWE D I S O N C T NW 189TH AVE NW189TH AVE NWG R A N T S T N W FILLMORE ST NW190TH AVE NW190TH AVE NW0 214 AC3130.111 AC4,854 SQ. FT.OUTLOT I0.236 AC10,289 SF3250.222 AC9,653 SF3280.213 AC9,295 SF3110.224 AC9,740 SF3310.208 AC9,082 SF3090.208 AC9,052 SF3120.214 AC9,321 SF3100.203 AC8,827 SF30874.253.052.051.070.083.275.170.063.664.980.3668.780.065.064.764.764.764.779.50.278 AC12,128 SF1730.279 AC12,142 SF17484.4 80.5 99.879.585.974.7 74.7 740.280 AC12,188 SF1840.262 AC11,416 SF18364.764.764.765.469.870.470.470.476.3 73.5124.376.275.875.568.068.065.365.065.365.465.467.967.965.465.080.778.472.170.070.070.170.069.785.675.3 75.975.084.692.1103.975.575.075.775.065.06570.064.869.064.864.864.847,047 SQ. FT.0.226 AC9,856 SF1010.165 AC7,189 SF1040.170 AC7,404 SF1030.172 AC7,500 SF1020.261 AC11,350 SF3360.223 AC9,718 SF3390.270 AC11,742 SF3370.212 AC9,256 SF3500.227 AC9,884 SF3560.213 AC9,269 SF3550.240 AC10,437 SF3570.225 AC9,793 SF3260.215 AC9,366 SF3290.221 AC9,608 SF3270.217 AC9,440 SF3300.899 AC39,149 SQ. FT.OUTLOT E0.205 AC8,942 SF3850.277 AC12,055 SF3810.221 AC9,644 SF3790.158 AC6,897 SQ. FT.OUTLOT F0.250 AC10,885 SF3700.235 AC10,243 SF3750.245 AC10,684 SF3740.263 AC11,458 SF3770.264 AC11,499 SF3760.215 AC9,357 SF3830.225 AC9,819 SF38467.025.00.219 AC9,529 SF1670.300 AC13,058 SF1380.215 AC9,364 SF1410.254 AC11,085 SF1370.169 AC7,374 SF1350.167 AC7,255 SF1340.167 AC7,270 SF0.175 AC7,627 SF1365252.052.052.0 72.1 82.865.265.265.031 AC055 SF0160 4 56.60.210 AC9,130 SF1400.215 AC9,357 SF1390.233 AC10,134 SF3670.206 AC8,984 SF3680.235 AC10,254 SF3660.224 AC9,756 SF34372.770.067.972.467.370.974.474.40.266 AC11,599 SF3640.262 AC11,425 SF36372.471.071.090.70.205 AC8,938 SF1990.205 AC8,945 SF1970.251 AC10,948 SF2000.203 AC8,832 SF1980.309 AC13,443 SF1850.242 AC10,559 SF1880.239 AC10,403 SF1870.239 AC10,390 SF18693.974.774.774.73.848 AC167,639 SQ. FT.OUTLOT PEDISON ST NW188TH LAFILLMORE CT NW188TH LANE NW Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.04PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASEFUTURE PHASE Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.001.777 AC77,410 SQ. FT.PARK6.867 AC299,133 SQ. FT.OUTLOT J0.201 AC8,777 SF3220.188 AC8,179 SF3200.068 AC2,973 SQ. FT.OUTLOT H0.202 AC8,777 SF3210.218 AC9,498 SF3180.202 AC8,820 SF3170.202 AC8,807 SF3160.202 AC8,795 SF3150.211 AC9,172 SF2970.153 AC6,654 SQ. FT.OUTLOT K0.205 AC8,923 SQ. FT.OUTLOT M0.201 AC8,764 SF2880.196 AC8,559 SF2870.239 AC10,396 SF2780.216 AC9,387 SF2750.229 AC9,969 SF2760.232 AC10,107 SF2770.220 AC9,575 SF2820.231 AC10,071 SF2790.212 AC9,249 SF2800.226 AC9,841 SF2810.263 AC11,435 SF2830.227 AC9,897 SF3190.209 AC9,120 SF3141 8 8 T H A V E N W 0.214 AC9,342 SF3130.208 AC9,052 SF31264.765.065.065.069.067.565.065.065.070.078.253.8 55.0 59.9 56.1 60.0 60.0 55.0 55.0 54.754.764.664.770.0101.1 68.0 65.3 66.0 66.2 71.7 65.5 70.0 70.0 0.230 AC10,008 SF2990.213 AC9,268 SF2980.177 AC7,730 SF2960.189 AC8,227 SF2940.180 AC7,852 SF2950.185 AC8,078 SF2930.188 AC8,200 SF2920.214 AC9,324 SF2910.225 AC9,816 SF2900.207 AC9,035 SF2890.172 AC7,471 SF2860.200 AC8,716 SF2840.183 AC7,990 SF28554.7 60.0 55.055.0 54.5 0.293 AC12,747 SQ. FT.OUTLOT L188TH LANE NWC3.05PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASEFUTURE PHASEFUTURE PHASE Parcel Line and Curve TableLine #/Curve #C1C2C3C4C5C6C7C8C9C10C11L1L2Length4.6911.6524.9029.9815.595.7212.4117.532.569.0633.8411.0517.22Bearing/Delta0°43'33"1°33'08"3°19'03"1°40'04"1°54'04"1°55'37"3°05'30"4°22'01"0°23'45"2°35'48"1°17'34"N79°10'22"WN37°33'54"ERadius370.00430.00430.001030.00470.00170.00230.00230.00370.00200.001500.00C3.06PRELIMINARY PLAT UPDATEClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET60 120FUTURE PHASE THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.C4.01EXISTING GRADING PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C4-GRDE.dwg, 12/1/2016 10:09:20 AM, 576, DWG To PDF.pc3, 1:1 WBPWBPWBPWBPWBPWBP947.59HP16+57.7811+0012+0013+0014+0015+0016+00940.55HP938.75LP0+001+002+003+004+005+00939.7940.2940.2939.2938.9939.9939.7940.6939.7939.4935.06LP6+23.651+002+003+004+005+006+00938.8944.8942.8940.2937.5935.3935.6938.2943.8941.5938.8936.2935.1936.7937.71LP-0+001+002+003+004+005+006+007+008+00941.4940.4939.3938.3938.7939.7940.7941.8940.9939.9938.8937.8938.2939.2 940.2941.2942.8939.34HP937.02LP929.28LP4+005+006+007+008+009+0010+0011+00 12+0 0 13+0014+00939.5938.4937.3937.4938.4939.3938.0933.9 930.3 929.3931.2938.9937.8937.0937.9938.9939.1936.1 931.8 929.4929.9DRY BASIN 7BTM:930.5-931.0OUT:931.0HWL:933.2EOF:934.5WETLAND BUFFERSIGN (TYP)WETLAND BUFFERSIGN (TYP)943.3944.1945.4946.7947.6945.9943.89946.1947.4947.0944.9WETLAND 2 DELINEATED BYSAMBATEK 04/2016BOTOUTHWL152153156157171721174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217219220221222223224225226227238239240241242243244245246247248335340341367+0018+0019+0020+0021+0022+0023+0024+0025+0026+005.8944.7943.2942.6942.1941.6941.1940.6940.1939.2945.5943.9942.8942.4941.8941.4940.8940.4939.6938.8937.30LP937.30LP0+001+002+003+003+56.62???937.5937.8939.2938.3937.3938.5???HWL10'10'1:1SUBCUT TO SAND10'X10' SUBCUT AT SAND1:1 SIDE SLOPE TO 930.5APPROX917.0190TH AVE. NW190TH LANE NWGRANT STREET NW IVANHOE STREETIVANHOE DRIVE NWJOHNSON STREET NWC4.02EXISTING GRADING PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THISQUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARDGUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONEFOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANYAND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THEENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BEBACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIL:\PROJECTS\20460.02\CAD\Civil\Sheets\Preliminary Plat Update\20460.02-C4-GRDE.dwg, 12/1/2016 10:09:41 AM, 576, DWG To PDF.pc3, 1:1 C5.01PRELIMINARY UTILITY PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTINGSUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE II WBPWBPWBPWBPWBPWBPW947.59HP16+57.7811+0012+0013+0014+0015+0016+00940.55HP938.75LP0+001+002+003+004+00935.06LP6+23.651+002+003+004+005+006+00937.71LP-0+001+002+003+004+005+006+00 7+008+00939.34HP937.02LP929.28LP5+006+007+008+009+0010+0011+00 12+0 0 13+0014+00DRY BASIN 7BTM:930.5-931.0OUT:931.0HWL:933.2EOF:934.5WETLAND BUFFERSIGN (TYP)WETLAND BUFFERSIGN (TYP)WETLAND 2 DELINEATED BYSAMBATEK 04/2016BOTOUTHWL15615717217617717817918018118218318418518618718818919019119219319419519619719819920020120220320420520620720820921021121221321421521621721821922022122222322422522622723823924024124224324424524624724833433533934034117+0018+0019+0020+0021+0022+0023+0024+0025+0026+00937.30LP937.30LP0+001+002+003+003+56.62???937.5937.8939.2938.3937.3938.5???HWL10'10'1:1SUBCUT TO SAND10'X10' SUBCUT AT SAND1:1 SIDE SLOPE TO 930.5APPROX917.08" WM8" WM 8" WM8" WM190TH AVE. NW190TH LANE NWGRANT STREET NW IVANHOE STREETIVANHOE DRIVE NWJOHNSON STREET NWC5.02PRELIMINARY UTILITY PLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.02THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. THIS QUALITY LEVELWAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02, TITLED "STANDARD GUIDELINES FOR THECOLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THE CONTRACTOR AND/OR SUBCONTRACTORSSHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTINGTHE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTORAGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HERFAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITHTHE LOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NO DRAIN TILE SHALL BE BACKFILLED WITHOUTAPPROVAL FROM THE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITHTHE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.0SCALE IN FEET50 100902.5X902SPOT ELEVATIONCONTOURRIP RAPOVERFLOW ELEV.CURB & GUTTERBUILDINGRETAINING WALLPROPERTY LIMITEXISTINGPROPOSEDLEGENDWETLAND LIMITSTREELINESTORM SEWERSOIL BORINGSDRAINTILEEOF902.5DFUTUREMISKE MEADOWS PHASE IIFUTURE PHASE WBPWBPWBPWBPCITY OF ELK RIVERWETLAND101102103104105106107108109110111112113114115116117118119120121122123124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216217218219220221222223224225226227228229230231232249250334335336337338339340341342343345344346347348349350 351352353354355356357358359360361362363364365383384385386190TH AVE. NW190TH LANE NW190TH AVE. NWGRANT STREET NW IVANHOE STREETFILLMORE STREET NWEDISON STREET NWIVANHOE DRIVE NWTHE SUBSURFACE UTILITY INFORMATION SHOWN ON THESEPLANS IS A UTILITY QUALITY LEVEL XX. THIS QUALITY LEVEL WASDETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02,TITLED "STANDARD GUIDELINES FOR THE COLLECTION ANDDEPICTION OF EXISTING SUBSURFACE UTILITY DATA." THECONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, BY CONTACTING THE NOTIFICATIONCENTER (GOPHER STATE ONE FOR MINNESOTA). THECONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BEOCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UTILITIES (UNDERGROUND ANDOVERHEAD).IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THESITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THELOCATION, SIZE, INVERT AND IF THE TILE LINE IS ACTIVE. NODRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROMTHE PROJECT ENGINEER.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THEPROPOSED IMPROVEMENTS SHOWN ON THE PLANS.L1.01PRELIMINARY LANDSCAPEPLANClientProjectDesigned:Drawn:DateSubmittal / RevisionNo.CertificationSheet TitleSummaryRevision HistorySheet No.RevisionProject No.Approved:Book / Page:Phase:Initial Issue:ByPAXMAR, LLCMISKE MEADOWS,ELK RIVER, MNNRHJMLDES12/01/16PRELIMINARY1242/0120460.020SCALE IN FEET100 200TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTYBetula papyrifera `Whitespire` / Whitespire Birch B & B 2"Cal20CONIFERS BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTYJuniperus virginiana / Eastern Red Cedar B & B8` 19Picea abies / Norway Spruce B & B6` 24ORN. TREES BOTANICAL NAME / COMMON NAME CONT CAL SIZE QTYAmelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 1.5" Cal19PLANT SCHEDULE BUFFERTREES BOTANICAL NAME / COMMON NAME CONT CAL QTYAcer freemanii `Sienna Glen` / Sienna Glen Maple B & B 2"Cal9Aesculus x arnoldiana `Autumn Splendor` / Autumn Splendor Buckeye B & B 2.5"Cal6Celtis occidentalis / Common Hackberry B & B 2"Cal12Ginkgo biloba `Autumn Gold` TM / Maidenhair Tree B & B 2"Cal24Gymnocladus dioica `Espresso` / Kentucky Coffeetree B & B 2"Cal4Quercus bicolor / Swamp White Oak B & B 2"Cal23Tilia americana `Boulevard` / Boulevard Linden B & B 2.5"Cal10Ulmus americana `Princeton` / American Elm B & B 2"Cal12ORN. TREES BOTANICAL NAME / COMMON NAME CONTCALQTYAmelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry B & B 1.5" Cal30Cornus alternifolia / Pagoda Dogwood B & B 2"Cal6Crataegus crus-galli `Inermis` / Thornless Hawthorn B & B 2.5"Cal4Malus x `Spring Snow` / Spring Snow Crab Apple B & B 1.5" Cal19Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac B & B 1.5" Cal6PLANT SCHEDULE BOULEVARD TREES 1 1 2 4 5 7 3 3 POND 2 NWL: 925.0 HWL: 927.6 EOF: 928.5 POND 1NWL: 923.0HWL: 927.2EOF: 927.5 INFILTRATION BASIN 3 BTM:932.0 OUT:933.4 HWL:935.3 EOF:935.5 OUTLOT B OUTLOT A T OUT NWL HW L EDI SON STREETFILLMORE STREET190 T H A V ENUE ACCESS E A S E M E N T ACCES S E A S E M E N T ACCESSEASE M E N T ACCESS EASEMENT CLEVELAND STREET (CO. HWY NO. 40)191ST AVENUE NW38'44' 3 6 ' 3 7 '3 6 '36'29'30'32'31'34'36'36'36'36'36'36'36'36'36'47'38'36'36'33'36'36'36'36'55'37'41'59'59'5 9' 5 2'61' 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 160 161 162 163 164 165 166167 168 345 346 347 348 349 350 351 352 353 385 386 30' 30' 28' 26' 24' 22' 22' 25' 25' 25' 25' 25' 25' 25' 30' 28' 25'25'25'30' 30'30'25'25' 22' 22' 25' 25' 28' 28' 25' 22' 25' 25' 28' 30' 30'20'Client Project Designed: Drawn: Sheet TitleSummary Sheet No.Revision Project No. Approved: Book / Page: Phase: Initial Issue: PAXMAR MISKE MEADOWS, ELK RIVER, MN NRH DSG/NRH DS 09/30/16 PAX 20460 SCALE IN FEET 0 10050 EDISON STREET EXHIBIT EX-01 \\mfra.com\corpshare\Projects\PROJECTS\PAX20460\dwg\Civil\Exhibit\20460-EDISON ST - SOG HOUSE FIT v3.dwg, 9/30/2016 2:10:35 PM, 632, DWG To PDF.pc3, 1:1 Eno 1 � ♦ _ a—..e.ma-,._. � yam,., �. lCQra+ +mull OWN Ml Ift 1.�� '•.��'i�— it �� a{� — _ �I@11'x. 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DRAINAGE MID EMENTS ARE SHOWN THUS: 3 �y ^I ? a a of 5 I I 31 1 m/ I L-36.52 "./ UTI'NOTTOSCAM) / `x/ I a a 5 �I I MI I 1J°45'02" -'F `E 7 �I m / zl o?> zl I 1 �1 I �I I s � -, / I 1 1 JS,i 1 zl 1 I 0 0 ,p dL 4]'1.b9 -J 21 I =/ „NS ko4 Z / rO M 96.35 75.00 7500 - 4J�S-° `, - L_4.03'17" I I I Nzt v ^,D IL _^1a m L=73.es_-' L � St 1 _ _ J _ _ _ L W 'R _ so090't Yw zss.ss BEING zIVANHOE STREET NW IN01TF ED,NUNLESS IES,ANF OOp N ,R n LsaSg-SOD 10EEFIAN INN WIDTHIWIDTNANDADIOININ6 NNO FIGHT0 -WAY LINES, AS SHOWN ON THE FLAT. m o ==NCH NEZ Inca BYSIINCH IRON MONUMENT SFT AND MAR OBY LICENSE NO. 21729. Parcel Line and Curve Table • DENOTES 1/S INCH IRON MONUMENT FOUND, Llnep/Current LenpN BuarinB/MA.Na padius QRN Bearing [Hord LengM MARKED BY LICENSE NO. 21)29, UNLESS MARKED OTHERWISE. E SAMBATEK,INC. THEWESTLINE OFOUnDTR,RIVER PARK SECOND ADDITION, IS UMED TO HAVE A BEARING OF ENGINEERING, PLANNING iERTHGO GROfzEs>Fm'NUTES v SECONDS EAST. AND LAND SURVEYING 80.01 J5_OQ_ ' - I _ 9. 8 8 Tn.2,9I_ui 7327) 1-d r I of I of of I ry' a of ,o-0" d=4°16'23' 1 r-L=3,so � i i �aJJ aR23 -1 I i9X•nm g.n Yn � ^I I MI I d=5329g0j. / 2`477 as foo I I A 1 31 ^I I I 2 31 of I 31 I 3 H1 el 31 I Q 1nl 5 'pal I el /^ ( ^I I 'Oooi m� hp 1 �I I ml I al 5mzl I al I ml yl al I hl I ml ml hl I 7 I X11 / n WS1 520 'aD. I zl I l zl zlZO2 1 209• ;a JO00 W •46' L__J J'. )9 0 519] L____J )5.00_ 0 64.23 � L_fi3.29 N00.13'57"E^ 163.02 1 I m 1 I / y S10° J L 63.04 J/ 36'14"W Z ly Q) Q� Ray Ce >OOpO" C`X00023'11• J9E N00°18'17"E 1)L4.59 Np9°3545"W 126.33 ro0 r )8.83 -1 r- )5.00 -1 J59Q_° 0 6440 o E 178.63 NORTH / 1 ,}" -� --640 o N12 Ir --� (`_'19 E vao 4,11I I I 6z.3s__ 16712 �g13' / I -I '=1 �I 1 �I I nl of 1 i /__- suLE FEET ry 8 ml 31 31 �I 31 ^I I ^I 1 `O/I 104.23 l, ryR2 2 'al 1 3 l 4 . 1 1 m3 �. DRAINAGE MID EMENTS ARE SHOWN THUS: 3 �y ^I ? a a of 5 I I 31 1 m/ I L-36.52 "./ UTI'NOTTOSCAM) / `x/ I a a 5 �I I MI I 1J°45'02" -'F `E 7 �I m / zl o?> zl I 1 �1 I �I I s � -, / I 1 1 JS,i 1 zl 1 I 0 0 ,p dL 4]'1.b9 -J 21 I =/ „NS ko4 Z / rO M 96.35 75.00 7500 - 4J�S-° `, - L_4.03'17" I I I Nzt v ^,D IL _^1a m L=73.es_-' L � St 1 _ _ J _ _ _ L W 'R _ so090't Yw zss.ss BEING zIVANHOE STREET NW IN01TF ED,NUNLESS IES,ANF OOp N ,R n LsaSg-SOD 10EEFIAN INN WIDTHIWIDTNANDADIOININ6 NNO FIGHT0 -WAY LINES, AS SHOWN ON THE FLAT. m o ==NCH NEZ Inca BYSIINCH IRON MONUMENT SFT AND MAR OBY LICENSE NO. 21729. Parcel Line and Curve Table • DENOTES 1/S INCH IRON MONUMENT FOUND, Llnep/Current LenpN BuarinB/MA.Na padius QRN Bearing [Hord LengM MARKED BY LICENSE NO. 21)29, UNLESS MARKED OTHERWISE. E SAMBATEK,INC. THEWESTLINE OFOUnDTR,RIVER PARK SECOND ADDITION, IS UMED TO HAVE A BEARING OF ENGINEERING, PLANNING iERTHGO GROfzEs>Fm'NUTES v SECONDS EAST. AND LAND SURVEYING 80.01 J5_OQ_ ' - I _ J5.OQ_ , r___--- 7327) 1-d r I of I of of I ry' a of ,o-0" d=4°16'23' 1 r-L=3,so � i i �aJJ aR23 -1 I 41 I � ^I I MI I d=5329g0j. / 2`477 as foo I I A 1 31 ^I I I 2 31 of I 31 I 3 H1 el 31 I Q 1nl 5 'pal I el /^ ( ^I I 'Oooi m� hp 1 �I I ml I al 5mzl I al I ml yl al I hl I ml ml hl I 7 I X11 / n WS1 520 'aD. I zl I l zl zlZO2 1 209• ;a JO00 W •46' L__J J'. )9 0 519] L____J )5.00_ 0 64.23 � L_fi3.29 N00.13'57"E^ 163.02 1 I m 1 I / y S10° J L 63.04 J/ 36'14"W Z ly Q) Q� Ray Ce >OOpO" C`X00023'11• J9E N00°18'17"E 1)L4.59 Np9°3545"W 126.33 SHEET 2 OF 2 SHEETS City of Elk River Resolution 17- A Resolution of the City of Elk River Granting Final Plat Approval for Miske Meadows Second Addition Case No. P 17-01 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 January 17, 2017; 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 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 NATUREJ F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. 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 17th day of January 2017. John J. Dietz,Mayor ATTEST: Tina Allard, City NATUREI EXHIBIT A LEGAL DESCRIPTION Outlot B,RIVER PARK SECOND ADDITION, Sherburne County,Minnesota•, And Outlot C,RIVER PARK SECOND ADDITION, Sherburne County,Minnesota•, And Outlot A,MISKE MEADOWS, Sherburne County,Minnesota POWERED By NATUREJ EXHIBIT B CONDITIONS OF APPROVAL 1. Staff approval of updated plans and final plat reflective of changes to the Preliminary Plat. 2. A developers agreement be prepared and executed prior to releasing the Final Plat for recording. 3. Park Dedication shall be paid with a combination on land and cash. The land will be dedicated with a future addition, and the cash is due prior to final plat recording. 4. Surface Water Management Impact Fee be paid in the amount required by the city at the time the Final Plat is released for recording. (currently$233/ lot) 5. Water Availability Charge shall be paid in the amount required by the city at the time the Final Plat is released for recording. (currently$345/ plumbing unit) 6. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 7. 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. 8. A development plan shall be approved by the City Engineer prior to the issuance of building permits. 9. All mailboxes and public utilities with parking restrictions (hydrants) shall be located in a manor to reduce parking impacts. The facilities must be identified on the development plan, and approved by staff. 10. 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 NATUREJ