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ITEM 4.13601 Thurston Avenue N, Suite 100 ITEM 4--� Anoka, MN 55303 Phone: 763.231.5840 Facsimile: 763.427.0520 TPCTPC@?PlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 3 March 2016 ACTION DATE: 2 April 2016 RE: Otsego — Riverpointe 6th Addition TPC FILE: 101.02 BACKGROUND Jeff and Kelly Busch have acquired Outlots E and F, Riverpointe located in the northwest corner of the Riverpointe subdivision and are proposing to build one single family home upon the parcels. The proposed development requires consideration of a preliminary and final plat and a Planned Unit Development -Conditional Use Permit (PUD -CUP) for indirect access to 59th Street across Lot 1, Block 1, Riverpointe 5th Addition. A public hearing has been noticed for the Planning Commission meeting on 7 March 2016 to consider the applications. Exhibits: A. Site Location B. Riverpointe Preliminary Plat C. Riverpointe 6th Addition Preliminary Plat D. Utility Plan E. Riverpointe 6th Addition Final Plat (2 sheets) ANALYSIS Outlots. The Riverpointe preliminary plat approved by the City Council on 14 August 2000 included the subject site for subdivision of eight lots accessed by extension of 59th Street. The ability to subdivide these eight lots was conditioned upon the developer submitting revised plans for extension of 59th Street that would comply with City standards for street grades and avoid wetland impacts. It was determined with the Riverpointe 5th Addition final plat approved by the City Council on 14 April 2014 that it was not feasible to construct a public street to access the subject site as shown on the preliminary plat. When the property to the north and west of the subject site is developed in the future, it will be more feasible to extend public streets to the subject site. As an interim measure, an ingress/egress and utility easement was recorded along the north line of Lot 1, Block 1 Riverpointe 5th Addition to allow access and potential development of up to two homes within the subject site (based on the subject site being two outlots). The submitted plans indicate platting of only one buildable lot and development of one single family home at this time. A proposal to subdivide a second lot for a second single family dwelling may be allowed in the future subject to approval of a PUD -CUP and preliminary and final plat. Zoning. The subject site is zoned R-4, Residential Urban Single Family District. Single family dwellings are a permitted use within the R-4 District. The proposed preliminary/final plat and development of a single family dwelling is consistent with the uses allowed by the Zoning Ordinance. Lot Requirements. Lots within the R-4 District are required to have a minimum area of 12,000 square feet and minimum width of 75 feet measured at the front setback line. The subject site has an area of 324,584 square feet. The dimensions of the parcel all exceed 75 feet but the parcel does not have frontage to a public street. Given the unique situation of the subject site being the size that it is, being included in the Riverpointe preliminary plat, and having potential access from the north/west by public streets in the future, the lot width can be allowed under the PUD -CUP. Setbacks. The table below states the setbacks required within the R-4 District. Because the subject site does not technically have a front lot line, the required setbacks are to be established based on anticipated extension of public streets from the north and west. The proposed single family dwelling is located at the northwest corner of the subject site and complies with all applicable setback requirements. 2 Front Side Rear Wetland North East West Required 35ft 10ft. 10ft. 20ft. 40ft. Proposed 40ft. 210ft. 35ft. 870ft. 190ft. 2 Access. Section 20-21-4.H.2 of the Zoning Ordinance requires that all uses have direct access onto an abutting public street except as may be allowed by a PUD -CUP. As noted above, extension of 59th Street to access the subject site in compliance with City design standards was determined not to be feasible due to the existing topography and wetlands in the northwest corner of the Riverpointe subdivision. As an interim measure, a 20 foot wide ingress/egress and utility easement was recorded along the north line of Lot 1, Block 1 Riverpointe 5th Addition to allow access. The submitted plans provide for a 12 foot wide driveway to be constructed from the 59th Street temporary cul-de-sac to the north side of the proposed house. The submitted plans indicate that the proposed driveway will have slopes of as much as 12 percent, which exceeds the four percent standard of Section 20-21-4.H.10 of the Zoning Ordinance. The City Engineer has approved the grade and design of the driveway as acceptable given the limited use and the topography that exists between the proposed house location and 59th Street. The proposed driveway is to be paved as required by Section 20-21-4.H.12.b of the Zoning Ordinance. Grading Plan. The preliminary plat illustrates the proposed grading of the subject site. Additionally, cross section drawings for the construction of the proposed driveway have been submitted to indicate appropriate storm water management. The preliminary plat indicates construction of a retaining wall along a portion of the south side of the driveway and around the rear of the proposed single family home. Any retaining wall that is over four feet in height must be an engineered design and provide for a fence barrier at the top of the structure. All grading, drainage and erosion control plans, and retaining walls are subject to review and approval of the City Engineer. Utilities. The submitted plans provide for extension of municipal sewer and water services from 59th Street within the ingress/egress and utility easement to connect to the proposed single family dwelling. All utility plans are subject to review and approval of the City Engineer. The applicant will be required to pay utility availability and connection charges for one Residential Equivalent Connection (REC) based on the City's current fee schedule. The utility availability charge is to be paid at the time of final plat approval and the utility connection charge will be paid at the time a building permit is issued. Easements. Section 21-7-15 of the Subdivision Ordinance requires dedication of 10 foot wide drainage and utility easements at the perimeter of the proposed lot and over any wetlands. The preliminary and final plat illustrates the required perimeter easements and drainage and utility easements were previously dedicated over the wetland within the east portion of the subject site. All easements are subject to review and approval of the City Engineer. Park and Trail Dedication. Platting the two existing outlots into an lot for development of a single family dwelling triggers park dedication requirements in Section 21-7-18 of the Zoning Ordinance. No land is proposed to be dedicated to the City for park purposes as part of the proposed preliminary/final plat so park and trail dedication requirements will be satisfied as a cash fee in lieu of land. Final Plat. The applicant has submitted a final plat based on the preliminary platting of the subject site into one lot and one outlot. Unless the proposed outlot is to be deeded to the City for potential use as future right-of-way, City staff recommends that Lot 1, Block 1 and Outlot A be combined into a single lot on the final plat. Development Agreement. The applicant is required to enter into a development agreement with the City upon approval of the applications. The development agreement will provide for compliance with the conditions of approval and require provision of securities to ensure that the proposed improvements are completed. The development agreement is to be drafted by the City Attorney and is subject to approval of the City Council. Criteria. Consideration of the requested PUD -CUP to final plat a lot not abutting a public street and allow indirect access to a single family dwelling is to be based upon the criteria outlined in Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is within the East Sewer District and is guided for low density residential uses at a density of less than 3.0 dwelling units per acre. The proposed subdivision of eight single family lots approved with the Riverpointe preliminary plat, which may occur in the future with public street access, and the proposed preliminary/final plat to create one lot for a single family home is consistent with the land uses guided by the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by the following existing and planned land uses: Direction Land Use Plan Zoning Map Existing Use North LD Residential A-1 District Cultivated field East LD Residential R-4 District Single Family South LD Residential R-4 District Single Family West LD Residential A-1 District Cultivated field The proposed single family home will be similar and compatible with existing and planned land uses in the area. The proposed driveway along the north side of Lot 1, Block 1, Riverpointe 5th Addition will have limited travel and was established when the lot was final platted making this not a City issue. There is future potential to subdivide the subject site into multiple lots when the property to the north and west is developed. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. V Comment: The proposed preliminary/final plat will comply with applicable requirements of the Zoning Ordinance and Subdivision Ordinance except as allowed under the PUD - CUP. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: Traffic generated by the proposed use is within the capacity of 59th Street and the proposed driveway accessing the subject site has been deemed acceptable by the City Engineer for public safety purposes. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site was preliminary platted to subdivide eight single family lots. The proposed preliminary/final plat with one lot and one single family dwelling is within the City's existing service capacity. RECOMMENDATION Our office recommends approval of the preliminary/final plat and PUD -CUP applications as outlined below. POSSIBLE MOTIONS A. Motion to recommend approval of a preliminary/final plat and PUD -CUP for Riverpointe 6th Addition, subject to the following conditions: 1. Any proposal to subdivide a second lot for a second single family dwelling may be allowed in the future subject to approval of applications for a PUD -CUP and preliminary and final plat. 2. Lot 1, Block 1 shall be subject to the following setback requirements: Front Side Rear Wetland North East West 35ft loft. loft. 20ft. 40ft. 3. The proposed driveway accessing 59th Street shall be subject to review and approval of the City Engineer and shall be paved as required by Section 20-21- 4.H.12.b of the Zoning Ordinance. 5 4. All grading, drainage, and erosion control plans, and retaining walls shall be subject to review and approval of the City Engineer. 5. All utility plans are subject to review and approval of the City Engineer. 6. The applicant shall pay utility availability and connection charges for one Residential Equivalent Connection (REC) based on the City's current fee schedule in accordance with Chapter 6, Section 1 of the City Code. 7. All easements shall be ubject to review and approval of the City Engineer. 8. Park and trail dedication requirements will be satisfied as a cash fee in lieu of land at the time of final plat approval in accordance with the City's fee schedule. 9. Outlot A is to be deeded to the City for potential use as future right-of-way or Lot 1, Block 1 and Outlot A shall be combined into a single lot on the final plat. 10. The applicant shall enter into a development agreement with the City upon approval of the final plat, subject to review by the City Attorney and approval of the City Council. B. Motion to recommend the application be denied based on a finding that the request is not consistent with the Comprehensive Plan or requirements of the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Jeff and Kelly Busch, applicants Dan Berning, Zeigler Custom Homes, Inc. Dan Schmidt, Sathre-Berquist, Inc. 0 Riverpointe 6th Addition Exhibit Al Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy — US Hwy City/Township Limits ❑c ❑ t Parcels Riverpointe 6th Addition Exhibit A2 Overview Legend Roads — CSAHCL — CTYCL =8010,IC4111 — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑C ❑t ❑� Parcels Preliminary Plat of RNERPOINTF, 6TH ADDITION NW(� I/4 COR. OF SEC . O7, TWP. 120; ROE 23, (CAST IRON MONUMENT) FIND IF 261 4] 860.519 GIM S89°43'12"W 267.76iirI- RM CIM GM --W- W 9264 1I OUTLOT A -9 22.310 SD. Ff. / N S,g1, m ter✓->,, �� rn .67 ! S89°43'1 " 2$9.98 \� IM1ITr- I W 65.0 La d \\ 65.0 J ''�'a ^r.r\nvl vol . ,� WE AND / IN - 656.0 c+ HWL - 659.0 „ I 1 Z+ m T� N II II fpm bl L� N / co ti 1 3 01) 00 \ 302,273 S0. FT. O '04- Z _ GO IN I rN O nIJ Li vi ) I GJ�1nITrI V _ 1 j GOR \0� 3/ \ 1vv S89°08'20"W 210.23 60 30 0 30 60 120 SCALE IN FEET NW 1/4 COR. OF SEC, 01, TWP, 120, RGE 23. (CAST IRON MONUMENT) x 9224 z 921.3 x 9226 x 920.8 \}_ x 9225 _922- 9223/'_9zl.a - 1 ---S89°43'12"W END GIM CIM 921.4 9229 x ' 1 x914.1 0 x899.x890A x 907.2 -654.1 x 879.0 sy6 p/2P�� / / / / 37.76" ` / "� J /%s.z/6]9 ] fij9.9 / / t320S 0_� 920.a 19nsh/ 92 �\o Ab x 919.7 AIB,2 I 9 ¢ RI W / %li-'/ice/ 924.7 ^9 2.514A// } l 1 o�+ 0004 ✓ �T9B 2� ` I' 08p.�� // \ L I\ 65 0' e 922.2 `226. II 9217 \CF : fIg p151 lel !ol} h /11191 41 cI fI /7/ 76] `\\ / 917.8 A\ °1 ?0.920.1 .0 f9 5� / W&2 / /-13634 91],3 �I l� x417( 916:1 x B O 916.6 x 17 (i 9dddq�m9+¢cS rV / / / /88.4 / I�Q 152.1 .Q X02 x917.1 9j1..9i7s:6I/Ilii III I/I.br///� T 4�gPNI' Ml I I k 1:6864'.9 �I.6� I I I '. Ix 801)4 I I I I III I I llll llj�l91!2I11(I Pew nmll 914.5 x 985.2 -916.5 I 1 40 20 0 20 40 SO I 9t O I SCALE IN FEET I 3 PREPARED BY R-4 Detached: 1 SINGLE FAMILY LOT ENGINEER Q CAST IRON MONUMENT SIZE: FRONT. SIDE: REAR: OTA6EA. 2 o,°s R nNT 6EmACICS b, r° A NW 1/4 COR. OF SEC, 01, TWP, 120, RGE 23. (CAST IRON MONUMENT) x 9224 z 921.3 x 9226 x 920.8 \}_ x 9225 _922- 9223/'_9zl.a - 1 ---S89°43'12"W END GIM CIM 921.4 9229 x ' 1 x914.1 0 x899.x890A x 907.2 -654.1 x 879.0 sy6 p/2P�� / / / / 37.76" ` / "� J /%s.z/6]9 ] fij9.9 / / t320S 0_� 920.a 19nsh/ 92 �\o Ab x 919.7 AIB,2 I 9 ¢ RI W / %li-'/ice/ 924.7 ^9 2.514A// } l 1 o�+ 0004 ✓ �T9B 2� ` I' 08p.�� // \ L I\ 65 0' e 922.2 `226. II 9217 \CF : fIg p151 lel !ol} h /11191 41 cI fI /7/ 76] `\\ / 917.8 A\ °1 ?0.920.1 .0 f9 5� / W&2 / /-13634 91],3 �I l� x417( 916:1 x B O 916.6 x 17 (i 9dddq�m9+¢cS rV / / / /88.4 / I�Q 152.1 .Q X02 x917.1 9j1..9i7s:6I/Ilii III I/I.br///� T 4�gPNI' Ml I I k 1:6864'.9 �I.6� I I I '. Ix 801)4 I I I I III I I llll llj�l91!2I11(I Pew nmll 914.5 x 985.2 -916.5 I 1 40 20 0 20 40 SO I 9t O I SCALE IN FEET I 3 PREPARED BY SURVEYLEGEND ENGINEER Q CAST IRON MONUMENT III A/C UNIT 0 BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL-m-sa- BUILDING SETBACK LINE d FLARED END SECTION 93 ELECTRIC TRANSFORMER CTV CABLE TV GATE VALVE ® ELECTRIC MANHOLE CONCRETE CURB <. GUY WIRE ® ELECTRIC METER 0 CONCRETE HYDRANT 4D GAS METER 9eo_CONTOUR EXISTING OSURVEY MONUMENT SET @, GAS VALVE 'C}_- -- CONTOUR PROPOSED • SURVEY MONUMENT FOUND GUARD RAIL 0T DRAIN TILE SURVEY CONTROL POINT E HAND HOLE 67c ELECTRIC UNDERGROUND y� M LIGHT POLE SOIL BORING -z z- FENCE 110a POWER POLErr�11 TREE CONI FErOJS Fo FIBER OPTIC UNDERGROUND Q SANITARY MANHOLE V TREE DECIDJOUS GAS UNDERGROUND Q SANITARY CLEANOUT 0) TELEPHONE MANHOLE OHU- OVERHEAD UTILITY -v SIGN M TELEPHONE PEDESTAL +HH+H+H+H+FH+ RAILROAD TRACKS ELEVATION � TRAFFIC SIGNAL SANITARY SEWERE RGROUND ® STORY DRAIN ®UTILITY MANHOLE STORM SEWER .>r6�7- TELEPHONE UNDERGROUND © STORM MANHOLE "ARD ❑" UTILITY PEDESTAL UTILITY UNDERGROUND O LIGHT ® WELL I WATERMAIN NW 1/4 COR. OF SEC, 01, TWP, 120, RGE 23. (CAST IRON MONUMENT) x 9224 z 921.3 x 9226 x 920.8 \}_ x 9225 _922- 9223/'_9zl.a - 1 ---S89°43'12"W END GIM CIM 921.4 9229 x ' 1 x914.1 0 x899.x890A x 907.2 -654.1 x 879.0 sy6 p/2P�� / / / / 37.76" ` / "� J /%s.z/6]9 ] fij9.9 / / t320S 0_� 920.a 19nsh/ 92 �\o Ab x 919.7 AIB,2 I 9 ¢ RI W / %li-'/ice/ 924.7 ^9 2.514A// } l 1 o�+ 0004 ✓ �T9B 2� ` I' 08p.�� // \ L I\ 65 0' e 922.2 `226. II 9217 \CF : fIg p151 lel !ol} h /11191 41 cI fI /7/ 76] `\\ / 917.8 A\ °1 ?0.920.1 .0 f9 5� / W&2 / /-13634 91],3 �I l� x417( 916:1 x B O 916.6 x 17 (i 9dddq�m9+¢cS rV / / / /88.4 / I�Q 152.1 .Q X02 x917.1 9j1..9i7s:6I/Ilii III I/I.br///� T 4�gPNI' Ml I I k 1:6864'.9 �I.6� I I I '. Ix 801)4 I I I I III I I llll llj�l91!2I11(I Pew nmll 914.5 x 985.2 -916.5 I 1 40 20 0 20 40 SO I 9t O I SCALE IN FEET I 3 PREPARED BY PREPARED FOR ENGINEER OWNER SATHRE-BERGOUIST. INC. Jeffrey B Key Busch 150 SOUTH BROADWAY 1283043M Stmet NE WAYZATA. MINNESOTA 55391 St. Michael, MN 55375 PHONE: (952) 47641000 PHONE: (763) 497.9915 FAX: (952) 4761-0104 CELL' (952) 9134718 CONTACT: DAVE PEMBERTON, PLS Email: jbmch0131@aol.ram EMAIL: PEMBERTON@SATHRE.COM kbusch427@..linin DESCRIPTION OF PROPERTY SURVEYED Oudot E& Ool,t F, RIVERPOI. E, according m the tewrded plm thmiof, Wrigbt County, MN. I. P -11M: Oudot E- 118-169-000051 OmlolF- 118-168AOGMD 2. Flood Zoee lvfermsdare This propetryaypearswL Z X(Areas outssdethel-percent mnmlcMvice floodplain, arena of t°o ®vel chmce sM1eet Row proten eoodiio,,- d fringe depths are Ins then 7 f 4 f 1 % I chance stream floating when the contributing dmiivge meats Iess then I square mile, m eas ed from del%mmuel chance flood 651 N R flapd Elevanonsm depdsare shown vi lhm [his]me 1psumncepurchvse+snot required in these canes) and Zoo,AE( &&wit.. 1%annml bio ifl ding andv2 it chance -.)p, FloodT bfeofa .wM p. mtppge f P-1Naeces, base rood elevesions droved Cmm dewtled analyses areshown sa selmwd in[mals widen dcx]mws) Dar Flood inswuncc Rut° Mep, Community Pencl No. 27053400320, eff rive date ofAuva Igd, 1992, 3. ParcelA-lefor fi- Gross Arlt: Oudot E= 280,980 sf-.6.45 acres Omlo:f- 403,604,r- 100ecres 4. Site EI-im EI -Glom me based dv MN/DOT Gwdeme Semon N 8608 M wMb hss rn cievad°n of. 877.19 f t (N.AVD88) 5. Z -h., lnfor fin, Tht cumem Zomog f., do, subject property is R4 (Re dcvdel -Urheo Single Ftlmfly) Forth, Ciry°tO%go', memg=p dined Apol 12, 2012 Theaetbmk,hei,,Iood flea. space mearoodmim.,forsaid de g'I wionwcreobtm oil from the CiW,fOtuS, fund m thesrweb,itom dedte ofJenumy Sd, 2016 and meas follows, Pnnmonl Structure Smbuks-Fronm35f t Side: 10 feel Rem: 20f Height 35 fee! 1lardcover, 30 pmom of]., arm Please nine thin de general msnicdm, fm the subject property may have been amended through a dry process. We could be -aware of such amrndmrnre irdry e e d thvt azoeiv letwr be obtaieed 6om de Zo Admioisuvtm f the cunemrtsnic6ms fm tlJs ure vat in -odd rdmrnted deeuprovided [ s ° us. Wer comm v g rang 6. UU11fi,- We have shown the iecetimafudlifm o° de surveyed p opmy by ob-d e6idma only. There maybe mdergomd utilities emomhering de sobjw property we ere unawese. Plevse note that we fiave not pieced a Gopher grew One Cell fordis slove3'. Thertmvy or mny not be mdmgramd utilities in do mapp,darea,d,mfareezt-o modoo mustio,m mw b6m myexc-mood-pl=m wmathm,ile Re! digging, you me mquireAbylmwomfy Gopbm Smw On, Cell m bast 48 hours to advance a 651/454-0002. x 8786 - FNO CIM CIM 6'y z 8]9.9 880.9 880.5 I n S � 9ry , y' SITE 5yp.0 �sr -2r 0 z' C N O 56th a' S ST. R E. h6 `� / lin s, {�. �R, I-; / 55th z T. a (\ /N \�-TI I 6r. t Sc 1 ��" ` A 5r \`ak 1 WEMND \ 2 1. - 8580 859,O � Y r h, 1 _ 1f r NpRt� 4.1 ��ERS BURAit` SATHRE-BERG( oma' ,♦*�r Fenceties are shown on the side of the boundary line that the fence is located on. WIST, INC. arihh 1 1 Ur 1 IMILL l SITE 5yp.0 �sr -2r Y I z' C N O 56th a' S ST. R E. h6 `� / lin s, {�. �R, I-; / 55th z T. a N I Y So/ C A L 6r. t Sc 1 ��" ` A 5r \`ak M P 1f r NpRt� 4.1 ��ERS BURAit` SATHRE-BERG( oma' ,♦*�r Fenceties are shown on the side of the boundary line that the fence is located on. WIST, INC. arihh 1 1 Ur 1 IMILL l R/W m 2"-M00T 2360 TYPE SP BIT- WEARING COURSE INSTALLED AFTER ONE FREEZE THAW CYCLE 4" AGGREGATE BASE, CL. 5, 100% CRUSHED STONE AGGREGATE (SPEC 3136) INSTALLED AFTER ONE FREEZE THAW CYCLE S" AGGREGATE BASE, CL 5, 100% CRUSHED STONE AGGREGATE (SPEC 3136) SUBIC DE TESTED AND APPROVED IN ACCOROANCE WITH CITY STANDARD SPECIFICATIONS 1. THE BITIMINOUS WEAR COURSE SHALL BE 2" THICK AND INSTALLED AFTER ONE FREEZE THAW CYCLE. 2. THE SUBGRADE AND SECTION SHALL BE APPROVED BY ASOILS ENGINEER AND THE CITY OF OTSEGO AFTER A ROLLTEST IN THE FIELD PRIOR TO THE PLACEMENT OF THE CLASS 5. 3. A BITUMINOUS BASE COURSE AND THE SELECT GRANULAR ARE NOT REQUIRED FORA PRIVATE DRIVEWAY. PRIVATE DRIVEWAY SECTION CROSS SECTION A ti CONSTRUCTION. CROSS SECTION B 88s BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT Ui 884 902-- — EXISTING - 882--------- 90; 900- - - - -- as - - - 90 898 - - - - - - - 89� 896 ---- - ----891 - - -_- -I- 6J - - - - - - 884 894----I- -I- - M-1 -- - ----89, - -884 I I J ----------- 892 - -- ;,a ------8R - -882 882 880--- - -------I -- -- ---� -- - 890--- 878— ---�I----I — � SLOPE— 891 —— 878 ' SCALE: 11 "=20' 7GG ----I-- 888- - 4" PVC SDR 35 -----,2------ 874 88 - --------874 �g WM 872 - -I 886 - - ----------1----881 .gym.. 870 -0+50 0+00 0+50 - -870 RETAINING WALL DESIGN TO BE PREPARED BY 868 0+00 WALL CONTRACTOR TO BE REVIEWED AND - - - - APPROVED BY CITY OF OTSEGO PRIOR TO -0+50 CONSTRUCTION. CROSS SECTION B 88s BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT Ui 884 888 — EXISTING GROUND — — 882--------- z 886 -- - -- 886 - - - - - - - - - 886 876 GROUND - - 874 884- - - -_- -I- 6J - - - - - - 884 - - - - -I- - - - - -884 I I J ----------- 882 - 0_ - - � -- - - - -882 882 880--- - -------I -- -- ---� -- - 880 878— x----- — � SLOPE— — - — — —— 878 876- 7GG ----I-- ---876 -876 874 874 - --------874 �g 874 872 - -I ----1----872 - - --872 .gym.. 870 I - I - -I- - - - - - -870 870 868 0+00 - - - - - 868 -0+50 0+00 0+50 CROSS SECTION C 884 BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT w 884 884 — EXISTING GROUND — — 882--------- z 886 -- - -- 882 LAWS OF THE STATE OF MINNESOTA. -- - --- - - - 882 876 GROUND - - 874 884- - - -_- -I- 6J - - - - - - 880 — EXISTING GROUND - cr- -- —, _ -880 I I J ----------- - - - -'- _ -.\-INV-894a.LOW s3 "c o 882 880- 878 -- -- ---� -- - 878 ----,- x----- 2� SLOPE d - - - - - 876----I- 0+00 0 - -,- --- --- 1- ----876 ---876 K:8.17 874 ----I-------874 .. v: 9a6. �g 874 872 -------I-- I I - - --872 .gym.. -0+50 0+00 0+50 SCALE: 1"=20' CROSS SECTION D 886 BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 6yu 884 — — — EXISTING GROUND — — 882--------- 8888 886 -- - -- 880----1-- LAWS OF THE STATE OF MINNESOTA. -- - --- 878 INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. \ 2%SLOPE — — — — - 876 GROUND - - 874 884- - - -_- -I- 6J - - - - - - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING Name, P.E. Date: Uc. No. - - -884 872 882 I I J ----------- - - - -'- _ -.\-INV-894a.LOW s3 "c 870 882 880- - __ _ - - . 2D/a SLGP - _ - _ 0 8681 ----,- x----- 8661 - - - - - -0+50 0+00 0 4 CROSS SECTION A 890 BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 6yu 888 - - - - - 8888 886 -- ------`------------ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. XXX _ 886 INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. STA 4+75 EXISTING GROUND SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 10 884- 4' CO USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING Name, P.E. Date: Uc. No. - - -884 _ _ _ _ _ _ _ — J _ _ _ _ — -- --- ---------------- 882 - - - - - -'- _ -.\-INV-894a.LOW s3 "c -- 882 880- - _ __ _ - - . 2D/a SLGP - _ - _ _ _ -880 4'.cO 878 ---- -'- w----- � _ + 878 876----i 20 n TOP 0o --- 1- ----876 K:8.17 874----I--.----- ui .. v: 9a6. �g 874 872 ------------872 I I o_ a +� + `" .gym.. 870 ----- - - - - -- TOP 6:3 870 -0+50 0+00 0+50 SCALE: 1"=20' VING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS D PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE XXX _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,AWN BY n. SATHRE-BERGQUIST, INC: s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT — -- ------`------------ SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. XXX _ __ ___ ________________ INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. STA 4+75 iCKED BY _ SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 10 XXX 4' CO USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING Name, P.E. Date: Uc. No. _ DATE _ _ _ _ _ _ _ — J _ _ _ _ — -- --- ---------------- FROM ILLEGITMATE USE. x/xx/xx - -..- - _ 8888 _ -.\-INV-894a.LOW s3 "c o0r4or e C.S. CONNECT TO CONNECT TO C,S, p EXISTING 8 -PVC EXISTING--) C.S. B N-: -.4 -z I I I / II II S9 C.S. E �7 RIVEI� P (�'INTE � FT \ 5TH \ / j ADDN. TC 86385 \` / INLET INV x856 1 OUTIEI"INV fi5u0i A \ )4 )3( S .o ... _ - 30 - n. )Z - - - 8888 -- 88_88 - - -.. __.-------------._.-------_ - _8888— - -... __. - _. 20 _-. ...... _.... 4* CO - STA 4+75 )1 TOP909O _ 10 4' CO - STA ass - - - - - TDPBW.98'STORM LVC 127 89' -. CROSSING - -..- - _ 8888 _ -.\-INV-894a.LOW s3 "c PT STA 1+54:07 )0 4- CO 3t sO R �. FINS ED GRADE LOW PT ELEV 876.27 ry EXISTING GRADE 00 INV: 901.2. C, 3s. ?spy, 4'.cO PVI STA:1+68.17 STA'J�55 - � _ + m m. - _ - IN .8 20 n TOP 0o 894. K:8.17 v_i ui .. v: 9a6. �g 19 ... 2'. PVC SOR9 ssC +� + `" .gym.. 90 WATER .._.SERVICE CF �' as 6gI.C� 8888. TOP 6:3 w m \ w 4'2as >m 8 8 88 IN .. 18 _ 80 \ J X65"/Q 'CONNECT TO BUS TING B'WATERMAIN ya3C@'— - -. INV 8770 - - 35 Qf8'StORM .. 33q... 17C SCALE: 1"=50' CROSSING .WPVC RSOR9 INV-at3.75 - 70 . -SERVICE CONNECT TO EXISTING 8'PVC SDR 35 ISE I INV: 887.8 - 66 c�i o m v rn Mm mm Z6m . ryi� m` N m1. 5+00 4+50 4+00 3+50 CITY PROJECT NO. i�EPS SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)4766000 OTSEGO, MINNESOTA � r cHERS P P�1 3+00 2+50 2+00 1+50 1+00 UTILITY PLAN RIVERPOINTE 6TH ADDITION JEFFREY & KELLY BUSCH 0+50 0+00 FILE NO. 99725-008 1 i ■ RIVERPOINTE 6TH ADDITION KNOW ALL PERSONS BY THESE PRESENTS: That Jeffrey D. Busch and Kelly A. Busch, as joint tenants, fee owners of the following described property situated in the State ofMinnesots, County of Wright, to wit: Outlet E, RIVERPOINTE, according to the recorded plate thereof, Washington County, Minnesota, LESS AND EXCEPT that part of said Outlet E that lies southerly of the following described line: Commencing at the northeast comer of the Northwest Quarter of Section 1, Township 120, Range 23; thence South 89 degrees 41 minutes 03 seconds West along the north line of said Northwest Quarter a distance of 941.80 feet; thence South 00 degrees 13 minutes 39 degrees East, along a line parallel with the north quarter line of said Section 1, a distance of 2203.56 feet; thence North 78 degrees 32 minutes 37 seconds West, a distance of 896.48 feet to the point of beginning of the line to be described; thence North 00 degrees 13 minutes 39 seconds West 477.05 feet; thence North 33 degrees 29 minutes 20 seconds West, a distance of 44.29 feet; thence North 18 degrces 49 minutes 47 seconds West, a distance of 89.72 feet; thence North 09 degrees 32 minutes 00 seconds West, a distance of 144.21 feet thence South 71 degrees 06 minutes 54 seconds West, a distance of 183.67 feet thence northwesterly along a non-tangential curve concave to the southwest a distance of 110.82 feet, said curve has a radius of 613.51 feet, a central angle of ]0 degrees 20 minutes 59 seconds and a chord of 110.67 feet which bears North 32 degrees 31 minutes 33 seconds West; thence nordreasterly along anon -tangential curve, concave to the southeast, a distance of 3.60 feet, said curve has a radius of 506.62 feet, a central angle of 00 degrees 24 minutes 25 seconds and a chord of 3.60 feet which bears North 52 degrees 04 minutes 11 seconds East thence North 52 degrees 16 minutes 24 seconds East, tangent to the last described curve, a distance of47.02 feet; thence North 37 degrees 43 minutes 36 seconds West a distance of 60.00 feet; thence South 52 degrees 16 minutes 24 seconds West, a distance of 47.02 feet thence southwesterly alongs tangential curve in the southeast a distance of 50.36 feet, said curve has a radius of 566.82 feet, a central angle of 5 degrees 05 minutes 33 seconds; thence North 42 degrees 49 minutes 09 seconds West to the west line of said Northwest Quarter of Smtim 1 here said line terminates. AND Outlet F, RIVERPOINTE Have caused the same to be surveyed and platted as RIVERPOINTE 6TH ADDITION and do hereby dedicate to the public for public use the easements for drainage and utility purposes as created by this plat In witness whereof said Jeffrey D. Busch and Kelly A. Busch, have hereunm ad their hnads this day of 2016. lefferey D. Busch Kelly A. Busch STATE OF COUNTY OF This instrument was acknowledged before me this day of 2016, by Jeffrey D. Buseb and Kelly A. Busch. CITY COUNCIL, CITY OF OTSEGO, MINNESOTA This plat of RIVERPOINTE 6TH ADDITION was approved and accepted by the City Council of the City of Otsego, Minnesota, at a regular meeting thereof held on this day of 2016, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By Mayor By City Clerk WRIGHT COUNTY SURVEYOR I hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of 2016. Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of 2016. Wright County Auditor By: Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Solid. 9, taxes payable for the year of 20_ on the land hereinbefore described have been paid this day of 2016. By: Printed Name My Commission Expires Wright Comfy Treasurer Deputy SURVEYORS CERTIFICATE I, David B. Pemberton do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the bomduy survey; that all mathematical data and labels are correctly designated on the plat that all monuments depicted on the plat have been or will be correctly set within one year; that all water boundaries and wet Iands, as defined by Minnesota Statutes, Section 505.0 1, Subd. 3, as of the date of this certificate are shown and labeled on this plat and a0 public ways are shown and labeled on this plat. Dated this day of 2016. David B. Pemberton, Licensed Land Surveyor Minnesota License No. 40344 STATE OF COUNTY OF The foregoing Surveyots Certificate was acknowledged before me this day of 2016, by David B. Pemberton, Land Surveyor, Minnesota License No. 40344. Signature Printed Name My Commission Expires EFS su'R` 411t I SATHRE-BERGQUIST, INC. N 'cNERa PyP�r WRIGHT COUNTY RECORDER I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of 2016 and was duly recorded in Cabinet No. Sleeve , as Document Number Wright County Recorder SHEET 1 OF 2 NE 1/4 COR. OF NW 1/4 SEC. 01, TWP. 120, RGE. 23, $ (�-----(CAST IRON MONUMENT) RIVERPOINTE 6TH ADDITION 7 30 500.09'28"E 2203.56 ---N. LINEOF NW 1/4 SEC. 01, TWP. 120, RGE. 23, (5//0p0\•13'39"E) V � to �3 3n N•wn'j O �t~2 I I / <J d+� fid+ w1� 0 60 / /�J / (N00'I3'3B"W) 477.05 � � � � - � � bgAS �• W1 (� , \ � 11 i � � (N09• \ 4fJ C DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: NO3°24'28"E 118.88 ` \ y� �' ��`'�"04 _ Z �l --J L_--1 /\ 1� NIO°20'17 W 256.22 NOT roSCALE — — WERAND \ 'PqJ �'Ys �?`�;asae• Being 5 feet in width and adjoining lot lines, unless otherwise N _ — £ sLQp�P ?.Qp •' indicated, and 10 feet in width and adjoining right of way lines, 27217 — — — _EDGE OF unless otherwise indicated, as shown on the plat. _ 3�°W \ WETLAND /�� & /� WETLAND S \ /) F NO SCALE SBN S. SITE STS THE. G' R ST, N.E. I 3 I � I I :[ NORTH L---- - -J SECTION 1, TOWNSHI 120, RANGE 23, WRIGHT COUNTY, MINNESOTA — — — — — — — — — — 1�--• — — — --- N00°04'44"W 1000.00 N 73-20 S g\R�� / EDGE OF — WETLAND _ 2 O Denote' a 1/2 inch by 14 inch Iron pipe set in the 10� 3y36"y,\\ \ // 1 - 6 52'/7"W —5Q'g9"E 09:75"W X31,26 B3g��� W SAT H R E -B E RG Q U I ST, INC. The basis for he bearing system s the North Iof Outlot F, Riverpointe, Denotes a Found Iron Monument 8296 50 25 0 25 50 ?as _ 502°35'08"W E 82. 50.59 512° \ NnUry South 99 degrees 43 minutes 12 seconds West O (Wright County Coordinate Basis) ( ) Bearing Per Deed otiFRs P`p�l 90.25' 529 FRij1 \ ��1� ? L rn \ WETLAND toWETLAND N �) _ M 00 I V/ T / S?32j39 ���5 \ \ r (n _ s0; O V) <' 00 \N 3 � ,oL— 920.00 _ — — — -- J,o Y NO SCALE SBN S. SITE STS THE. G' R ST, N.E. I 3 I � I I :[ NORTH L---- - -J SECTION 1, TOWNSHI 120, RANGE 23, WRIGHT COUNTY, MINNESOTA — — — — — — — — — — 1�--• — — — --- N00°04'44"W 1000.00 — / W. LINE OF OUTLOT F. RIVERPOINTE — 1 \ / O Denote' a 1/2 inch by 14 inch Iron pipe set in the ground and marked by License No. 40344 ?Ens aURLF O W SAT H R E -B E RG Q U I ST, INC. The basis for he bearing system s the North Iof Outlot F, Riverpointe, Denotes a Found Iron Monument 50 25 0 25 50 100 and is assumed to bear QQ Denotes a Found Cast -Iron -Monument South 99 degrees 43 minutes 12 seconds West (Wright County Coordinate Basis) ( ) Bearing Per Deed otiFRs P`p�l SCALE IN FEET SHEET 2 OF 2 SHEETS