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ITEM 4.1 Meadows of Riverpointe 2nd Addition0 ots" o MINNESOTA C DEPARTMENT INFORMATION Request for City Council Action ORIGINATING DEPARTMENT: Planning REQUESTOR: City Planner Licht MEETING DATE: 23 January 2017 PRESENTER(s): REVIEWED BY: ITEM #: City Planner Licht City Administrator Flaherty 4.1— Meadows of Riverpointe City Engineer Wagner 2nd City Attorney MacArthur AGENDA ITEM DETAILS RECOMMENDATION: City staff recommends approval of the Meadows of River Pointe 2"d Addition final plat and development agreement and vacation of drainage and utility easements. ARE YOU SEEKING APPROVAL OF A CONTRACT? I IS A PUBLIC HEARING REQUIRED? Yes. BACKGROUND/JUSTIFICATION: Yes. Lennar Corporation has submitted application for final plat approval of 67 single family lots to be known as the Meadows of River Pointe 2nd. The subject site is located north of 53rd Street (CSAH 36) and east of Randolph Avenue. The City Council approved the preliminary plat for the development of the Lahn Farm property on 14 March 2016. ■ Preliminary Plat Consistency. The proposed final plat is consistent with the design for this area of the development shown as on the preliminary plat. ■ Zoning. The subject site is zoned, R-5 Single and Two Family Residential District, which allows single family dwellings as a permitted use. There is also a PUD -CUP governing development of the preliminary plat regarding lot requirements and setbacks. ■ Landscaping. The preliminary plat approval require submission of a landscape plan with application for final plat approval and provide for plantings as required by Section 20-19-2.0 and Section 20-19-2.D of the Zoning Ordinance. The developer has submitted a landscape plan for the entire preliminary plat meeting the requirements of the Zoning Ordinance. The developer will be required to install the landscaping within the area of the final plat as a condition approval and provide a security as part of the development contract. ■ Lot Requirements. The single family lots the final plat are subject minimum lot and setback requirements shown below. All of the proposed lots illustrated on the final plat comply with these requirements. Front Side Rear Wetland CSAH 36/ Randolph 35ft. 7ft. 20ft. 40ft. 65ft. 25ft. 7ft. 20ft. 40ft. 65ft. 30ft.garage ■ Access. The final plat is accessed from Randolph Avenue, which was constructed by the developer with River Place. The calculation of the collector street access fee for the proposed final plat is shown below: o 67 lots x $1,515 = $101,505 ■ Streets. Streets within the proposed final plat are designed with a 60 foot right-of-way and 28 foot street section with concrete curb and gutter consistent with the Engineering Manual. A five foot wide concrete sidewalk will be constructed along one side of all public streets within the final plat as required by the Subdivision Ordinance and Engineering Manual. Signs identifying future extension of public streets are to be installed at the termini of all temporary dead -ends or cul-de-sacs and all street signs will be installed by the City. Street names are to be shown on the final plat as approved by City staff. All street construction plans are subject to review and approval of the City Engineer. Park and Trail Dedication. Section 21-7-18 of the Subdivision Ordinance requires 12 percent of the net area of the subject site to be dedicated to the City for parks and trails, a cash fee in lieu of land paid to the City, or a combination thereof as determined by the City. The net area of the preliminary plat is 226.81 acres (less right-of-way for CSAH 36 and wetlands) making the required dedication of land 27.22 acres. No land will be dedicated to the City for public parks as part of this proposed final plat. Future phases south of CSAH 36 will include dedication of a corridor for a public trail from CSAH 36 to the outlot encompassing the Crow River floodplain that is to be deeded to the City. The trail corridor will be credited as 1,897 linear feet of trail within a minimum 20 foot wide corridor equal to 0.87 acres or 3.2 percent of the total acres required for the area of the preliminary plat. The balance of the park and trail dedication requirements for the preliminary plat will be paid as a percentage of the cash fee in lieu of land in effect at the time of final plat approval for each addition. The park and trail dedication fee due with the current final plat is: o 67 lots x $3,486/lot x 97.8% _ $228,424 Grading and Drainage Plans. The developer has submitted grading and drainage plans for the proposed final plat. All grading and drainage plans are subject to review and approval by the City Engineer. The developer is providing for regional storm water management within the preliminary plat and no Stormwater Impact Fee is required. Utilities. The developer has submitted utility plans for the proposed final plat. All utility plans Ty � P 3 x u z> as2 T N x a 11oo O EN WO aa, WO Bn O o WO Deli W O •s WO I' w 5 MO ,L aw'• sea 12-15 Final Storm Sewer Plan 16-18 Final Grading Plan JOAN VASSEUR Final Erosion Control Plan 22-25 1 Detail Sheets EMAILCWIEMERSLAGE@SATHRE.COM CONTACT: DAVID HINNERS PHONE 8.52-255-9624 EMAIL:. 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Wo T VO T F—�=t %I ..LI 7 i/,-""a�C�, >,.e` /�. 1 \ '""'//.,� // °` II 11 ( a+n\\' ✓' i / z� 11 �` / 6 15 / " 1 LOCATION MAP SHEET INDEX TABLE SHEET Description 1 Title Sheet 2-6 Final Street Plan 7-11 Final Sanitary and Waterrnain Plan 12-15 Final Storm Sewer Plan 16-18 Final Grading Plan 19-21 Final Erosion Control Plan 22-25 1 Detail Sheets PREPARED BY PREPARED FOR ENGINEER DEVELOPER SATHRE 6ERGOUIST INC. LENNAR iW SOUTH BROADWAY 1630536TH AVE N -SUITE 600 WAYZATA, MINNESOTA 55391 PLYMOUTH, MN 55446 PHONE (952)476-600D CONTACT. JOE JABLONSKI FAX ISM) 476 PHONE: 952-249-3014 EMAIL: JOE.JABLONSKIQLENNARCCM CONTACT:CRARL ES A. WIEMERSLAGE EMAILCWIEMERSLAGE@SATHRE.COM CONTACT: DAVID HINNERS PHONE 8.52-255-9624 EMAIL:. DAVID.HINNERS@LENNAR.COM SITE DATA LOT STANDARDS EXISITING ZONING: R -S District Law Density Rntdwsb8I MIIPREHENSIVE PLAN: PUD ALL SINGLE FAMILY LOTS MIN. FRONT _YARD LIVING SET13ACK=25 MIN. FRONT YARD GARAGE SETBACK= W M IN. SIDE YARD SETBACK = 7.5ITS MIN. SIDE YARD CORNER SETBACK=25 MIN. REAR YARD SETBACK =24 WETLAND BUFFER AND SETBACK MIN. WETLAND NON -RESTORATION BUFFER=29 MIN. WETLAND RESTORATION SUFFER=25 MIN. W ETLAND SETBACK=2D LOT COUNT SSUV LOTS- 184 (NORTH) PHASE2 - 6] APPROVED RONALD J WAGNER, CITY ENGINEER. Date: Pond Pond 2W \7_1' / 2Y412 O / II ' \F``, , 100YR4B00 ' \ � — I r H, - _ tAG486:5 \\, `1'F'4 / eENRH 71NSSH NORSY� LA04915 1. Wetland lZ B " ALL ELEVATIONS SHALL BE BA$ED ON NGVG 1929 AGJ DAVM vA nal Il� _ _ Weiland eeH1WW9L9�YRa9.5 Y �Iy .. �/ TNNW ONER OFSNESRANDO.NEWA90�- a---------- -------- N19M168E 59274D EEAT71]4E 100 50 0 50 100 2■0 I 0 -- ---.TNH AT NECORNEROF6STNEB RANDOLFAVEN■ 0 0 0 ` N: 19°252314 E-580812097 ELEVATION: BB9TI4 SCALE IN FEET —TING UTILITIES SHONN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE DUCT LOCATION OFANYANDALLEINGUTILITIESBETDRECOMMENCINGWORK HEAGREESTOBEFULLYRESPONSIBLEFORANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL D SING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE USE PRODUCT PR CONVEYANCE WITHOUT OF 9 s — TITLE SHEET 5401-666-200 PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I E0. � BASE LAHN PH2 Ot XXX XX/XX/XX _ _ _ _ _ _X_XX)OOCO_O( _ _ _ _ _ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT �E Rip AMADULY REGISTERED PRO SSI NAL ENGINEER UNDER THE ` SATHRE-BERGQUIST, INC. SATHRE-BERGOUIST,.INC.'s EXPRESS WRITTEN AUTHORIZATION. USEWITHOUT v o DRAWN BY - -- ------------------- SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USEAND SHALLTHEREBY LAWS OFj HE STATE OF MIN IN T m w MEADOWS OF RIVER POINTE MDM _ __ ___ ______ _________ CHECKEDBY INDEMNIFY SATHRE-BERGQUIST, INC. OFALL RESPONSIBILITY. / m 150 SOUTH BROADWAY WAYZATA,MN.55391 (952)476-6000 OTSEGO, 2ND ADDITION SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE A j /�9i '"� � MINNESOTA CAW _ _ _ _ _ _ _ _ _ _ _ - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �'p ?� - - LES A. IRSLAG,P.ERBv� L E N N AR 25 FROMILLEGITMATEUSE. (0 DATE _- - ----- ---- --- Date: Lie. No. 09/08/16 O 2 MEADOWS OF RIVER POINTE 2ND ADDITION KNOW ALL PERSON BY THESE PRESENTS: That U.S. Home Corporation, a Delaware corporation, fee owner of the following described property situated in the State of Minuesota, County of Wright, to wit That part of the Northeast Quarter of Section 1, Township 120, Range 23 that lies in Wright County, Minnesota, which lies easterly of the plat of Riverplace 2nd Addition, said Wright County; Excepting therefrom the following tracts: Tract 1: That part of the South 196.07 feet of the East 491.90 feet of the Southwest Quarter of the Northeast Quarter of Section 1, Township 120, Range 23, lying nortberly of the centerline of County State Aid Highway No. 36, as the same as now laid out and traveled, Wright County, Minnesota. Tract 2: That part of the South Half of the Southeast Quarter of the Northeast Quarter of Section 1, Township 120, Range 23, lying northwesterly of the center line of County State Aid Highway No. 36, as the same as now laid out and traveled, Wright County, Minnesota Tract 3: That part of the Northeast Quarter of the Northeast Quarter of Section 1, Township 120, Range 23, described m follows: Commencing at the northeast comer of said Northeast Quarter of the Nortbenst Quarter; thence southerly on an assumed bearing of South 00 degrees 24 minutes 20 seconds West, along the east line of said Northeast Quarter of the Northeast Quarter, a distance of 455.02 feet in the actual point of beginning said point distant 455.00 feet south of, as measured at a right angle to the north line of said Northeast Quarter of the Northeast Quarter, thence continue South 00 degrees 24 minutes 20 seconds West, along said east line, a distance of 612.51 fcet thence North 61 degrees 29 minutes 06 seconds West a distance of 203.60 feet to the centerline of Wright County Highway No. 36; thence northeasterly along said centerline a distance of 553.98 fcet, along a curve not tangent to the last described line concave to the northwest. having a radius of 973.05 feet, a central angle of 32 degrees 37 minutes 12 seconds, and a chord that bears North 19 degrees 27 minutes 52 seconds East; thence North 89 degrees 53 minutes 31 seconds East not tangent to said curve, a distance of 1.12 feet to the point of beginning, Wright County, Minnesota. Tract 4: MEADOWS OF RIVER POINTE, according to the recorded plat thereof, Wright County, Minnesota. Has caused the same to be surveyed and platted as MEADOWS OF RIVER POINTE 2ND ADDITION and does hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat In witness wbereof said U.S. Home Corporation, a Delaware corporation, has caused these presents to be signed by its proper officer this day of 20 Signed: U.S. Home Corporation, a Delaware corporation Jon Anne, Division Vice President STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this corporation. Signature Notary Public, My Commission Expires day of 20_, by Jon Anne, Division Vice -President of U.S. Home Corporation, a Delaware corporation, on behalf of the Printed Name County, Minnesota 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 boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year, that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.0 1, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat Dated this day David H. Pemberton, Licensed Land Surveyor Minnesota License No. 40344 20 . STATE OF MINNESOTA COUNTYOF The foregoing Surveyor's Certificate was acknowledged before me this Signature Notary Public, My Commission Expires Printed Name County, Minnesota. day of 20, by David B. Pemberton, Land Surveyor, Minnesota License No. 40344. CITY COUNCIL, CITY OF OTSEGO, MINNESOTA This plat of MEADOWS OF RIVER POINTE 2ND ADDITION, was approved and accepted by the City Council of the City of Otsego, Minnesota at angular meeting thereof held this day of 20. and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd-2. Mayor 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 Wright County Surveyor WRIGHT COUNTY HIGHWAY ENGINEER This plat was reviewed and recommended for approval this _ day of 20_ Wright County Engineer 20 . 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 20 Wright County Auditor Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20 on the land hereinbefom described have been paid this day of 20 Wright County Treasurer By: Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was Sled in the Office of the County Recorder for record on this day of 20_ at o'clock M., and was duly recorded in Cabinet No. . Sleeve as Document No. Wright County Recorder VICINITY MAP NO SCALE 59TH Sr NE / SITE S8 I tC TH CT NE n 1 56T56TH H NEI :i ST. N,ETH . h . N. R0 ST N.E. / i i ss l 3 0 Y i oc 1 ns NORTH 1 � 1 , n Z II L — — — — SECTION 1, TOWNSHIP 120, RANGE 23, WRIGHT COUNTY, MINNESOTA s sc W°?� <N SATHRE-BERGQUIST, INC. CNFRa P`Pa2 SHEET 1 OF 4 SHEETS MEADOWS OF RIVER POINTE 2ND ADDITION DETAIL NO SCALE \N �ZaG CURVE AND LINE TABLE r`3oQ TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE Cl 37.86 X9'25'49" 230.00 N57'34'12"E 37.81 C2 47.54 A--9'23'34" 290.00 S57-35'1 9"W 47.49 C3 27.91 x79'57'49" 20.00 N87'07'33"W 25.70 C4 30.93 A=88'36'40" 20.00 N30'23'04"E 27.94 C5 92.02 A=18'49'49" 280.00 N65'16'29"E 91.61 C6 96,98 A-2515'22" 220.00 N6829'16"E 96.19 C7 55.72 A-11'00'34" 290.00 S5'24'31"E 55.64 C8 28.70 A=82'13'12" 20.00 S41'00'49"E 26.30 C9 28.07 A=80'24'21" 20.00 S57'40'24•W 25.82 L1 11.12 N80'1 7'48"W L2 70.00 N73'35'45"W L3 50.90 N89'34'45"W L4 45.93 S57'09'42"W 15 60.00 N34'08'25"W L6 9.92 S81'06'5 "W L7 50.15 S61'08'42"E L8 54.70 S82'07'25"E L9 54.85 N82'07'25"W L10 30.00 S8954'1 4"E DETAIL NO SCALE NORSE 150 75 0 75 150 300 SCALE INFEET \N �ZaG � f 'n r`3oQ til wo WU22 zsoF I 04 O Fy I I _ 400 Denotes a 12 inch by 14 inch iron pipe set in the ground w\ vr°iaotia O o (n z Iz?�a� I Quarter is assumed to bear WW n n M �8�0 I 64. x� North 89 degrees 53 minutes 44 seconds East. a r�1oD^ 2-NNO Iwo '!`I F J m Z A M II Denotes a Found Cast -Iron -Monument Wim` �� O la Deed Bearing or Dimension - NORSE 150 75 0 75 150 300 SCALE INFEET ❑ Denotes a pk mil set and disk marked License No. 40344 1 INCH = 80 FEET Denotes a 12 inch by 14 inch iron pipe set in the ground BEARING ORIENTATION: The north line O and marked by License No. 40344 ofthe Northeast Quarter of the Northeast Quarter is assumed to bear • Denotes a Found Iron Monument North 89 degrees 53 minutes 44 seconds East. Q Denotes a Found Cast -Iron -Monument (xec) Deed Bearing or Dimension - 2O21�"Fs soR` l� SATHRE-BERGQUIST, INC. N �Q' C4FR3 P`Pa? 1(,j I N. 1/4 CORNER OF SECA, T.120, R.23 -' I` OU I (WRIGHT COUNTY CAST-IRON MONUMENT) -Z CORNER OF THE NE 1/4, OF THE NE 1/4, -- ---III N. LINE OF THE NE 1/4 OF THE OF SEC.OI, T.120, R.23 / N89°54'32"E S. 1/4 CORNER, SEC.36, T.121, R.23 / NE. 1/4, SEC.01, T.120, R.23 (WRIGHT COUNTY CAST-IRON MONUMENT) \ ( 17 58.24 -(WRIGHT COUNTY CAST-IRON MONUMENT) N89°54'32"E 475.71 -��- --- N89°53'44"E 2084.19 --- I �- 585.78 -' Sxeo � _I438.41� Y�-_UTILITY EASEMENT PER DOCUMENT N0. 838577_ 60.` t_ sy I M 60 9 I I LIj F2x2 I ( WET LAND I m o x31 / i n i0 a A No, / ` / l (�J - l WET LANG o N I NI /\ �?W v o I INSET A In SEE DETAIL / Ll-�- IC) a 009 SEE SHEET 3 OF 4 SHEETS o` • 60 33 / _ N8202'10"W ': t r I I I -� _- I riN o omo 170.41 �^ 1u, I (L <- I o z$ i N°vv m I o j J nen - M so 0 I \ i t -i 137 T l o+ / LIJ C V� 1 X136° S7g"4o s4„E ��'�';\ L I .� n j I U' > �� I I7'� J hxJ?OB C\ 6T 4% A2 45'32° L;� t OUTLOT D /Q/ �hW 2 I �s ° AfO \ J y i 00. -Ob ,. °yv WET LAND '�� 4, / 2 n 1 LJ_ �ti Ft•^I\/ ap / f , //A] V N89 32"E I R�1S0.00 53 C59g \1 e.Y I \ / 1_ I / -I 181.34 v/ 1 I L=276.05 / I 6ti IN I C�80 o INSET B LIO ti�0"°� I •C.v I �`Vy / y� ' 13 _ lJ SEE SHEET 4 OF 4 SHEETS N I (� � u J� v a , -1� � - �- c�` `OSP ( / � N fins I �''- ., . 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I, T. 120, R. 23 /' v V ll I V I P.O.B. / BENCHMARK: CENTERLINE OF WRIGHT COUNTY / / RIVERPLACE 2ND ADDITION IGH HWAY NO, 36 PER ADJOINING LEGAL - CONSTRUCTION PLANS) DESCRIPTIONS AN AS TRAVELED JHhh l 2 UP 4 Nnhh I N I MEADOWS OF RIVER POINTE 2ND ADDITION INSET B 4S3Z" d=27-7'1,, \ \ -7 4 S3 ryo s / 41 .9 �` 1 / / ,1°i �(\\/ X60 cb, `o 1 SS2"�// 6 \oa 49.39 A30 � > �o \ O S88°50'0i"E.. 90 / / 9 -9� to o0 3 -41— X 1 ��s__L=176 05 15f' L N89°54'32"E 181.34 $ n 2 101 \ d \\ / / \ rn for NI`'o 1 °fag Z 30 yo. L=57.95 L=g 9 .k. NII 5 C, _ OUTLOT B z� ` ' 6 6 9 4 -o - J n`� SII°51'21214'0 `'o\\ 12 `'s\ 11°o�ry / I oar 30- ° �� 'a 'L � of DRAINAGE & U-nUTY ,P�fj2$, OI I �\\ , �E /^s / h L —589°54'14"E 164.33— �N nl (T EASEMENT OVER ALL C) OF OUTLOT B 1 �ti� Zoos e �1 13 g 414 h Vi' \ \ (4 C N 3 6 0 0 29 �S ti 15 31 °o� / 1 rr 1 r- A/ r- o"� �I .1 / 4 o ° _ 9 �� A/ IAI a /n �1 nr- 0 rv.vv. nI I 1 `r a vi > �y& / rr7L- rv.�. zci 1 / �r h o �o 11 y o 0` ` i 51 �� L — 889°54'14"E 172.25 — J c'I L- �ti\gip Em o i./ _ ZI I / 89. 1' WET LAND / — — — — — 3D 30 SS °?/F 10.59- L1 I r 12 '1`3 0°29'10" N F, ` 3ua a 54.70 E 171.81 N81°07'25..E 89.51 , / ��'13 00 a o 0. N ��\7.\91 ^ r -tel /1 �1 _/ / N 52,1 ry�.$^ �Ss�.Os bN voi N82.07'25"W 100. ^T o �n 1 \ L=33.01 o2'I `f�f R N (� A=94°34'351 \� O� o \ "ZIP. R=20.00 i �d'v` \ �'/� �� "' "' "' roN \\ �� _ � A Z I � o \ \ �p /� I I 54.85 5 A�� OUTLOT C / �, z�8 Ul DRAINAGE & UTILITY -S \� p I \ �� /Q0 �/ �f �O�\8 EASEMENT OVER ALL C�C� W 6 p 06, 2 of OUTLOT c WET LAND CO \\ / TI A /1� ? /l / o I �\ /dry? tioo��O v v LJ \ n, S. LINE OF NW. 1/4 OF NE 1/4 / �I O� I / `b 00 `o\ DRAINAGE AND Ul'H,.ITY EASEMENTS ARE SHOWN THUS: SEC. 36, T. 121, R. 23 yip — �1 O , , / �fi�O S o n01 0'>`p _ _ S. LINE OF NW. 1/4 OF NE. 1/4 SEC. 36, T. 121, R. 23 YY i i vi i r7G O� \ A/— a /,f / _ N I �/ N. NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise �\ �JI� indicated, and 10 feet in width and adjoining right of way lines, \\ unless otherwise indicated, as shown on the plat 50 25 0 2i i0 100 �O SCALEINFEET 00 0: 1 INCH= 50 FEET O Denotes a 12 inchby 14 inch icon pipe actin the ground andmadred by License No. 40344 BEARING ORIENTATION: The north line �66Ps sr,R` of the Northeast Quarter of the Northeast ( ro mo • Denotes a Found Iron Momunent m Quarter is assumed to bear N SATHRE-BERGQUIST, INC. North 89 degrees 53 minutes 44 seconds East a (See Sheet 2 of 4 Sheets) N 0� C4FRa P`ra? SHEET 4 CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE Cl 180.09 A=2590'00" 410.00 S19'49'50"E 178.64 C2 180-09 A=25'10'00" 410.00 S19'49'50"E 178.64 Ll 34.60 57'14'50"E L2 13.66 N7998'53"E 4S3Z" d=27-7'1,, \ \ -7 4 S3 ryo s / 41 .9 �` 1 / / ,1°i �(\\/ X60 cb, `o 1 SS2"�// 6 \oa 49.39 A30 � > �o \ O S88°50'0i"E.. 90 / / 9 -9� to o0 3 -41— X 1 ��s__L=176 05 15f' L N89°54'32"E 181.34 $ n 2 101 \ d \\ / / \ rn for NI`'o 1 °fag Z 30 yo. L=57.95 L=g 9 .k. NII 5 C, _ OUTLOT B z� ` ' 6 6 9 4 -o - J n`� SII°51'21214'0 `'o\\ 12 `'s\ 11°o�ry / I oar 30- ° �� 'a 'L � of DRAINAGE & U-nUTY ,P�fj2$, OI I �\\ , �E /^s / h L —589°54'14"E 164.33— �N nl (T EASEMENT OVER ALL C) OF OUTLOT B 1 �ti� Zoos e �1 13 g 414 h Vi' \ \ (4 C N 3 6 0 0 29 �S ti 15 31 °o� / 1 rr 1 r- A/ r- o"� �I .1 / 4 o ° _ 9 �� A/ IAI a /n �1 nr- 0 rv.vv. nI I 1 `r a vi > �y& / rr7L- rv.�. zci 1 / �r h o �o 11 y o 0` ` i 51 �� L — 889°54'14"E 172.25 — J c'I L- �ti\gip Em o i./ _ ZI I / 89. 1' WET LAND / — — — — — 3D 30 SS °?/F 10.59- L1 I r 12 '1`3 0°29'10" N F, ` 3ua a 54.70 E 171.81 N81°07'25..E 89.51 , / ��'13 00 a o 0. N ��\7.\91 ^ r -tel /1 �1 _/ / N 52,1 ry�.$^ �Ss�.Os bN voi N82.07'25"W 100. ^T o �n 1 \ L=33.01 o2'I `f�f R N (� A=94°34'351 \� O� o \ "ZIP. R=20.00 i �d'v` \ �'/� �� "' "' "' roN \\ �� _ � A Z I � o \ \ �p /� I I 54.85 5 A�� OUTLOT C / �, z�8 Ul DRAINAGE & UTILITY -S \� p I \ �� /Q0 �/ �f �O�\8 EASEMENT OVER ALL C�C� W 6 p 06, 2 of OUTLOT c WET LAND CO \\ / TI A /1� ? /l / o I �\ /dry? tioo��O v v LJ \ n, S. LINE OF NW. 1/4 OF NE 1/4 / �I O� I / `b 00 `o\ DRAINAGE AND Ul'H,.ITY EASEMENTS ARE SHOWN THUS: SEC. 36, T. 121, R. 23 yip — �1 O , , / �fi�O S o n01 0'>`p _ _ S. LINE OF NW. 1/4 OF NE. 1/4 SEC. 36, T. 121, R. 23 YY i i vi i r7G O� \ A/— a /,f / _ N I �/ N. NOT TO SCALE Being 5 feet in width and adjoining lot lines, unless otherwise �\ �JI� indicated, and 10 feet in width and adjoining right of way lines, \\ unless otherwise indicated, as shown on the plat 50 25 0 2i i0 100 �O SCALEINFEET 00 0: 1 INCH= 50 FEET O Denotes a 12 inchby 14 inch icon pipe actin the ground andmadred by License No. 40344 BEARING ORIENTATION: The north line �66Ps sr,R` of the Northeast Quarter of the Northeast ( ro mo • Denotes a Found Iron Momunent m Quarter is assumed to bear N SATHRE-BERGQUIST, INC. North 89 degrees 53 minutes 44 seconds East a (See Sheet 2 of 4 Sheets) N 0� C4FRa P`ra? SHEET 4 Review No. 1 AHalcanson �Anclerson ENGINEERING REVIEW Residential Subdivision for the City of Otsego by Hakanson Anderson Submitted to: Honorable Mayor and City Council cc: Adam Flaherty, Interim City Administrator Tami Loff, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Joe Jablonski, Lennar Charlie Wiemerslage, PE, Sathre-Berquist, Inc. Reviewed by: Ronald J. Wagner, P.E. Brent M. Larson, P.E. Date: January 9, 2017 Proposed Development: Meadows of Riverpointe 2nd Addition Street Location A portion of Section NW 1/4 of the NE 1/4 of Section 1, T120, R23. Of Property: North of CSAH 36 (Rawlings Ave) and East of Randolph Avenue Applicant: Joe Jablonski Developer: Lennar 16305 36a1 Ave. N Suite 600 Plymouth, MN 55446 Owners of Record: Lennar Purpose: Meadows of Riverpointe is a proposed 67 lot single family residential development within the approved preliminary plat of the "Lahn Property" in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) Minnesota Pollution Control Agency (sanitary sewer), and Wright County TABLE OF CONTENTS INFORMATION AVAILIBLE FINAL PLAT CONSTRUCTION PLANS TITLE SHEET STREET PLAN SANITARY SEWER AND WATERMAIN PLAN STORM SEWER PLANS GRADING PLANS EROSION CONTROL PLANS CONSTRUCTION DETAILS STORM SEWER DESIGN/HYDROLOGY WETLANDS OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION PAGE 2 S:V%A unicipaMotseg o23xx\2328.02\ot2328.02RV W1: docx INFORMATION AVAILABLE Construction and Grading Plans for Meadows of Riverpointe 2nd Addition, dated 10/6/16, by Sathre-Berquist, Inc. Final Plat for Meadows of Riverpointe 2nd Addition, dated 11/16/16, by Sathre-Berquist, Inc. Storm Sewer Design Calculations for Meadows of Riverpointe 2nd Addition, dated 11/28/16, by Sathre-Berquist, Inc. Stormwater Management Plan for Lahn Parcel Development, revised 6//2016, by AE2S Specifications for Meadows of Riverpointe 2nd Addition, dated 10/6/16, by Sathre-Berquist, Inc. Wetland Permit Application for Lahn Development, dated April 2016, by Terracon Consultants Preliminary Plat of The Lahn Property, 3/9/16, by Sathre-Berquist, Inc. The Lahn Property EAW Wetland Delineation Report for Han Development Site, dated 10/24/14, by Terracon Consultants Additional Information Minnesota Rules, Chapter 4410 — EAW Requirement City of Otsego Engineering Manual City of Otsego Zoning and Subdivision Ordinances National Wetland Inventory Map PAGE 3 S:\M unicipalWotsego23xx\2328.02\ot2328.02RV W1.docx FINAL PLAT 1. The final plat should be named "Meadows of Riverpointe". 2. Streets shall be named as follows: a. Road 1 & Road 12 = Ranger Avenue NE b. Road 13 = 59th Street NE c. Road 9 & Road 2 = 57th Street NE (from Ranger Avenue NE to 59th Street NE) d. Road 9 & Road 2 = Raspberry Avenue (from 59th Street NE to south end) e. Road 3 = 56th Street NE 3. There appears to be overlapping easements along the north plat boundary. There is an existing 30' here covering the forcemain along this property line. 4. A minimum 20' easement centered on the storm sewer pipe between Lots 4-6, Block 5 and between Lots 14 & 15, Block 2. It appears where the pipes bend there is insufficient easement coverage. The purposed of Outlot B is unclear. A separate document (covenants and restrictions) covering all the Wetland buffers - "no mow zones" shall be filed. 7. Many drainage easements are needed to cover cross -drainage in rear yards (i.e. Lot 11, Block 1 and Lot 1-12, Block 2 and Lot 2, Block 6 and Lot 6 Block 5) 8. The County Surveyor will check that the plat meets all minimum state statute requirements prior to the preparation of mylars. CONSTRUCTION PLANS Title Sheet (Sheet 1) 9. Depict the Shoreland District on the overall plan. 10. Many Outlot labels do not agree with those on the Final Plat. 11. A temporary cul-de-sac (per Standard Plate 108A) at the north end of Ranger Avenue shall be required and shall be covered by a temporary easement outside of the right-of- way. 12. A project boundary/limit line shall be provided. Final Street Plan (Sheet 2-6) 13. All vertical and horizontal curves shall meet a 30 mph design speed requirements. A number of vertical curves do not meet the minimum K values or lengths (min K = 19 for PAGE 4 S:\MunicipaMotsego23xx\2328.02\ot2328.02RVW1.docx crest and 37 for sag curves). It is noted that nearly all of those curves not meeting this requirement are near intersections. 14. The street section agrees with the geotechnical reports recommended section and the 1St Addition's typical section. 15. The existing 30' easement covering the forcemain along the north plat line is shall be shown on (All Sheets). 16. The sidewalk shall be constructed all the way to Randolph Avenue at Ranger Avenue and a pedestrian ramp is required at this location to cross Randolph Ave. 17. The connection of the bituminous trail and the pedestrian ramp shall be eliminated to the east of Raspberry Way. 18. Sheet 3, prior to the placement of the wear course an 18" wide strip shall be milled into the existing wear course to stagger the joint above the non -wear course at the intersection of Ranger Avenue and Randolph Avenue. 19. Some of the street name labels above the profiles are incorrect and shall be revised. 20. Some of the information at the intersections is difficult to read due to overlapping text. 21. It is unclear which portions of the bituminous trail and concrete sidewalks are part of the 2nd Addition construction. Sanitary Sewer and Watermain (Sheets 7-11) 22. All watermain shall be DIP and the length of watermain pipe shall be indicated on each sheet. 23. Show all storm sewer (not just crossings) in the profiles, preferably in a lighter background color. 24. There appears to be a possible conflict between the water services and storm sewer for Lots 8 & 9, Block 1, Lots 15 & 16, Block 5, and Lots 4-6, Block 4. Verified that a minimum 24" vertical clearance is being provided between the storm sewer and the services. Plans shall note which services shall be altered for separation or if less than 24" separation (minimum of 12") 4" of insulation necessary at the crossing. 25. The stationing of the manholes in the profile are incorrect and shall be revised. 26. Bends are not allowed within the right-of-way on sanitary sewer services (i.e. Lot 6, Block 4. 27. There appears to be less than 24" vertical clearance is being provided between the storm sewer and the watermain at the intersection of 56f Street and Raspberry Avenue. services. The watermain shall be lowered or 4" of insulation necessary at the crossing. PAGE 5 S:\MunicipaMotsego23xx\2328.02kot2328.02RVW1.docx Storm Sewer (Sheet 12-15) 28. Show all watermain and sanitary sewer (not just crossings) in the profiles, preferably in a lighter background color. Many of the watermain crossings are missing. 29. Need 0.8 diameter points fall between inverts for the different pipe sizes for CBMH 13. 30. A minimum of 2' of cover over the storm sewer pipe between CMH 23 and CBMH 24 is required. 31. A flared end sections are needed on the pond outlet pips for ponds 1NW and 3W. 32. The pond outlet pipe invert for Pond 1NW shall be lowered to 882.25 to provide 1' of clearance from the NWL of the pond. 33. Show the approximate force main location (exact location can be field verified) in the profile between STMH 44 and FES 43. Grading Plans Sheet 16-18) 34. See final plat comment #7. 35. A project grading boundary/limit line shall be provided. 36. The front yard setback line is depicted along all lots as an orange dashed line. The rear yard setback is shown as two grey dashed lines in the rear yards (except in Block I where there is an orange line and 2 gray lines). Please clarify. 37. Show all easements and all lot and block numbers. 38. Call out the bike path typical section to be used. (minimum 3" Bituminous and 6" Class 5). 39. Garage floor shall be 18" above the adjacent top of curb. With a 30' garage setback and driveway with less than 3.26% grade does not meet this requirement. 40. A typical lot detail/legend indicating what each of elevations on the lot and the abbreviations mean would be helpful. 41. A profile for the proposed trail is needed. It appears that the trail may be below the 100 yr HWL of POND 3 W and only 0.6' above the 10 yr HWL elevation in some places. 42. Where the house type changes between Lookout and Walkout (between Lots 5 & 6, Block 5 and between Lots 14 & 15, Block 4 and between Lots 15 and 16, Block 5) the grading along the lot line shows the water sheeting across the lower lot away from the lot line and outside the easement. This is not allowed. The development and grading plans shall call out a retaining wall between these lots placed on the higher of the two lots if the water cannot be contained within an easement. PAGE 6 S:\MunicipaIXAotsego23xx\2328.02\ot2328.02RVWI.docx Erosion Control Plan (Sheet 19-21) 43. A construction entrance and concrete washout location shall be shown on the plans. Construction Details (Sheet 22-25) 44. A construction entrance and concrete washout location shall be shown. STORM SEWER DESIGN/HYDROLOGY 45. Storm sewer design and hydrology is still under review, any additional comments will follow. 46. The outlet for Pond 1NW discharges onto/towards the property to the north (Joan Vasseur). This appears to be the natural direction of flow for storm water runoff but the property owner to the north shall be notified. The natural overflow of this area appears to be approximately 888 which will inundate a fairly large area (3+ acres) including some of the rear yards of Meadows of Riverpointe 2nd Addition before it overflows. WETLANDS 47. Please provide the area of Wetland and upland buffer being created for both new wetlands. 48. Per the Notice of Decision regarding the created wetlands (Wetland F+C and Wetland D+E): Wetland F+C (>2 acres) a. This wetland buffer shall extend to the edge of the Outlot C boundary, to cover the entire Outlot C. b. This wetland shall be Type 3 with a Type 2 fringe. Type 3 wetlands shall have a maximum depth of 6". The plans show proposed bottom of wetland elevations 1.0'-1.5' below the outlet elevation making this a Type 4 wetland. Plans shall be revised to have a maximum 6" depth. Wetland D+E (<2 acres) a. This wetland shall have an average 25' wide buffer. The plans show the buffer extending across the bituminous trail which is incorrect. The buffer needs to be altered to provide a minimum of 25,515 SF for buffer and not extend across the trail. b. This wetland shall be Type 3 with a Type 2 fringe. Type 3 wetlands shall have a maximum depth of 6". The plans show proposed bottom of wetland elevations 1.0'-1.5' below the outlet elevation making this a Type 4 wetland. Plans shall be revised to have a maximum 6" depth. OTHER CONSIDERATIONS 49. A septate development plan and separate development tabulation shall be provided. The Lot, Block, Garage Floor Elevation, Lowest Floor Elevation, and Lowest Opening Elevation shall be provided. PAGE 7 SAM unicipalWotsego23xx12328.021ot2328.02RV W1.d ocx SUMMARY AND/OR RECOMMENDATION We recommend approval contingent upon the above comments being addressed. PAGE 8 S:\M un icipal\Aotsego23xx\2328.02\ot2328.02RV W1.docx 0 r 1, f" . -) 90 W.t 4f_ ' FINDINGS OF FACT AND DECISION 19 January 2017 APPLICANT: Lennar Corporation APPLICATION: Request for final plat approval of 67 single family lots to be known as the Meadows of River Pointe 2nd Addition. CITY COUNCIL MEETING: 23 January 2016 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The legal description of the property is attached as Exhibit A. B. The property lies within the East Sewer Service District and is guided for low density residential land uses by the 2012 Otsego Comprehensive Plan, as amended. C. The property is zoned R-5, Single and Two Family Residential District, which allows single family dwellings as a permitted use. D. The City Council approved application for preliminary plat approval and a PUD -CUP on 14 March 2016. E. The applicant is proposing a final plat of 67 single family lots. F. The Request for Council Action dated 23 January 2017 prepared by the City Planner, The Planning Company LLC, is incorporated herein. G. The Engineering Review dated January 9, 2017 prepared by the City Engineer, Hakanson Anderson Inc., is incorporated herein. H. Final plat applications are processed in accordance with Section 21-3-3 of the Subdivision Ordinance and do not require a recommendation by the Planning Commission. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED subject to the following conditions: 1. The applicant shall execute a development agreement as drafted by the City Attorney and subject to approval of the City Council. 2. All of the lots within the Meadows at River Pointe 2nd Addition shall comply with the following minimum setbacks: 1 Front Side Rear Wetland CSAH 36/ Randolph 25ft. 7ft. 20ft. 40ft. 65ft. 30ft. garage 3. The final plat shall be revised to indicate street names subject to review and approval of City staff. 4. The developer shall pay a collector street access fee upon approval of the final plat as set forth in the development agreement. 5. The developer shall satisfy park and trail dedication requirements as a cash fee in lieu of land as set forth in the development agreement. 6. All grading, drainage and erosion control plans are subject to review and approval by the City Engineer. 7. The applicant shall pay applicable utility availability charges upon approval of the final plat and pay utility connection charges at the time a building permit is issued for each lot based on the current fee in effect at that time. 8. Street lighting shall be installed within the final plat in accordance with Section 6-8-4 of the City Code with payment of charges as established in accordance with the City Fee Schedule, subject to review and approval of the City Engineer. 9. Construction plans for sanitary sewer, water main, storm sewer, and streets shall be subject to review and approval by the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. Outlots A and C as shown on the final plat shall be deeded to the City in accordance with Section 21-7-15.D of the Subdivision Ordinance. 12. The developer shall execute a development agreement with the City subject to review by the City Attorney and approval of the City Council. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 23t" day of January, 2017. CITY OF OTSEGO By: Jessica L. Stockamp, Mayor 2 Attest: Tami Loff, City Clerk CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA RESOLUTION NO. 2017-05 RESOLUTION APPROVING DEVELOPERS AGREEMENT- MEADOWS OF RIVER POINTE 2" ADDITION WHEREAS, U.S. Home Corporation D/B/A Lennar intends to construct sixty seven (67) residential homes upon property platted as MEADOWS OF RIVER POINTE 2ND ADDITION; and WHEREAS, the approved work on the Plat requires construction of some public improvements and payment of City costs and fees; and WHEREAS, those obligations are contained and memorialized in the attached Developers Agreement; and WHEREAS, the Developers Agreement also sets forth the security required to assure satisfactory construction of public improvements and establishes the various remedies available to the City in the event that Developer breaches the terms and conditions of the Agreement. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego, Wright County, Minnesota as follows; 1. The attached Developers Agreement between the City of Otsego and U.S. Home Corporation D/B/A Lennar is hereby approved, subject to staff approved additions and changes. 2. The Mayor and City Clerk are hereby authorized to execute the Developers Agreement on behalf of the City of Otsego. ADOPTED this 23rd day of January, 2017 by the City Council of Otsego. MOTION TO ADOPT the Resolution by Council Member and seconded by Council Member IN FAVOR: OPPOSED: [a] I11'K1] W11716*3 01KC Jessica Stockamp, Mayor Tami Loff, City Clerk 2 DEVELOPMENT AGREEMENT MEADOWS OF RIVER POINTE 2ND ADDITION AGREEMENT entered into this day of February, 2017 between the City of Otsego ("City"), a municipal corporation organized under the laws of the State of Minnesota, and U.S. Home Corporation D/B/A Lennar, a corporation under the laws of the State of Delaware ("Developer"). 1. Request for Plat Approval. The Developer has requested that the City approve that plat entitled MEADOWS OF RIVER POINTE 2' ADDITION. The legal description of the property covered by this Agreement is as follows: See Exhibit A. The Plat contains sixty seven (67) single family residential lots. The plat is located within the City's East Sewer District, is zoned R-5, Single and Two Family Residential District as approved by Ordinance adopted by the City Council on March 14, 2016. The Preliminary Plat for development of the Lahn Property was approved by the City Council on March 14, 2016. 2. Conditions of Plat Approval. The City hereby approves the Plat on condition that the Developer enter into this Agreement, furnish the security required by it, and record the Agreement with the Wright County Recorder or Registrar of titles within one hundred (100) days after the City Council approves the Agreement. The Developer shall cooperate with the City in recording the Agreement and all required additional deeds and documents and providing assurance that the Agreement and all required documents have been properly and timely recorded. 3. Right to Proceed. Within the Plat, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, storm sewers, water lines, streets, utilities, public or private improvements, or any buildings or structures until all the following conditions have been satisfied: 1) this Agreement has been fully executed by both parties and filed with the City Clerk, and all conditions contained in the Agreement have been met, 2) the necessary security has been received by the City, 3) this Agreement has been recorded with the Wright County Recorder's Office, 4) The Developer has initiated and attended a pre -construction meeting with the City Engineer, and 5) the Zoning Administrator has issued a letter that all conditions have been satisfied and that the Developer may proceed; or until such time as approval to commence earlier construction is specifically approved by the City, and Developer has fully complied with all conditions set forth by City staff. 4. Sanitary Sewer Service Allocation. The allocation of sanitary sewer service to the sixty seven (67) lots within the Plat does not occur until all required security has been posted. 5. Changes in Official Controls. MEADOWS OF RIVER POINTE 2ND ADDITION is a planned and staged development within the meaning of Minn. Stat. 462.358, Subd. 3c, and no amendment to the City's Comprehensive Plan or other Official Controls shall apply to or affect the use, development density, lot size, lot layout, or platting requirements for MEADOWS OF RIVER POINTE 2� ADDITION for a period of five (5) years. Thereafter, notwithstanding anything in this Agreement to the contrary, to the full extent permitted by State law, the City may require compliance with any amendments to the City's Comprehensive Plan, other Official Controls enacted after the date of this Agreement. This provision does not apply to regulations or Official Controls related to park and trail dedication or any fee established by the City chargeable to the Developer for municipal costs arising from said future phases. 6. Development Plans. The Plat shall be developed in accordance with the plans on file at the office of the City Clerk and the conditions stated below. If the plans vary from the written terms of this Agreement, the written terms shall control. The plans are: Plan A Final Plat, MEADOWS OF RIVER POINTE 2ND ADDITION prepared by Sathre- Bergquist, Inc. Plan B Grading, Drainage, and Erosion Control Plan prepared by Sathre- Bergquist, Inc. and as finally approved by the City Engineer. Plan C Sanitary Sewer, Water Main, Storm Sewer and Streets Plans for MEADOWS OF RIVER POINTE 2' ADDITION, as prepared by Sathre- Bergquist, Inc. and as finally approved by the City Engineer. 2 Plan D Landscape Plan for MEADOWS OF RIVER POINTE 2ND ADDITION, prepared by Sathre- Bergquist, Inc., and as finally approved by the City Zoning Administrator. 7. Improvements. The Developer shall install and/or pay for the following: A. Streets B. Street lights C. Site grading and ponding D. Underground installation of all utilities E. Sanitary sewer lines F. Water lines G. Storm water management improvements H. Setting of lot and block monuments I. Construction surveying and staking J. Traffic control signs Improvements shall be installed in accordance with City standards, the City Code, and the above -referenced plans that have been furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits before proceeding with construction. The City shall provide adequate field inspection personnel to assure acceptable quality control, which will allow certification of the construction work. The City may, when reasonably required to do so by the City Engineer, and at the Developer's expense, have one (1) or more City inspectors and a qualified engineer inspect the work. Within thirty (30) days after the completion of the improvements and before all retained security is released, the Developer shall supply the City with a complete set of reproducible "as constructed" and an electronic file of the "as constructed" plans in AutoCAD.DWG file or a .DXF file, all prepared in accordance with City standards. Before the security for the completion of utilities is fully released, iron monuments shall be installed in accordance with Minnesota Statutes 505.02. The Developer's surveyor shall submit a written notice to the City certifying that the monuments are installed following site grading, utility and street construction. 8. Contractors/Subcontractors. City Council members, City employees, and City Planning Commission members, and corporations, partnerships and other entities in which such individuals have greater than a twenty five percent (25%) ownership interest or in which they are an officer or director may not act as contractors or subcontractors for the public improvements identified in Paragraph 7 above. 9. Permits. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, which may include, but are not limited to: A. Wright County for County Road access and work in County right of way. 3 B. MNDOT for State Highway Access C. MNDOT for work in right of way D. Minnesota Department of Health for watermains E. MPCA NPDES Permit for construction activity F. MPCA for sanitary sewer and hazardous material removal and disposal G. DNR for dewatering H. City of Otsego for building permits I. City of Otsego for sanitary sewer connections J. City of Otsego for retaining walls 10. Dewatering. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer's and the Developer's contractors and subcontractors responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable County, State, and Federal rules and regulations. DNR regulations regarding appropriations permits shall be strictly followed. 11. Time of Performance. The Developer shall install all listed improvements by April 1, 2018, with the exception of the final wear course of asphalt on streets and landscaping. The final wear course shall not be constructed until at least one construction season after the base construction is completed and shall be delayed one more construction season if at least 75% build out is not achieved. However, the final wear course shall not be delayed for a period longer than two years after the base course is paved, regardless of build out; in which case, the Developer shall provide an escrow for fog sealing the streets in the event the final wear course is placed prior to 75% build out. Final wear course placement outside of the above time frame must have the written approval of the City Engineer. The City may impose additional conditions on the extension necessary to ensure performance. 12. Right of Entry. The Developer hereby grants to the City, its agents, employees, officers and contractors an irrevocable right of entry to enter the Plat to perform any and all work and inspections necessary or deemed appropriate by the City during the installation of improvements by Developer or the City, or to make any necessary corrective actions necessary by the City. Except in emergency situations, as defined by the City, the City shall give the developer thirty (30) business days notice stating the deficiencies and necessary corrections prior to making any corrective action. Said right of entry shall continue until the City finally accepts the improvements and any applicable warranty period has expired. 13. Erosion Control. Prior to initiating site grading, and before any utility construction is commenced or further building permits are issued, the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. If the City Engineer determines that it would be unreasonable to require full implementation a] of the erosion control plan prior to utility construction or issuance of certain building permits, he shall state in writing what construction can take place and what particular building permits can be issued prior to full implementation. The City may impose additional erosion control requirements if, in the opinion of the City Engineer, they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. If the Developer does not comply with the erosion control plan and schedule or any supplementary instructions, the City may, with reasonable notice and opportunity to cure, take action as it deems appropriate. 14. Grading Plan. Plat grading shall be in accordance with the approved grading plan, Plan B. The plan shall conform to City specifications and the City Code. Ponds, swales, and ditches shall be constructed on public easements or land owned by the City. Within thirty (30) days after completion of grading and before any retained security is fully released, the Developer shall provide the City with an "as built" grading plan including certification by a registered land surveyor or qualified engineer that all ponds, swales, and ditches have been constructed on public easements or land owned by the City. "As built" plans shall include field verified elevations of the following: A. Cross sections of ponds B. Location and elevations of swales and ditches C. Lot corners and house pads Occupancy permits shall not be issued by the Building Official until the grading and drainage plan is certified as set forth above. 15. Clean Up. The Developer shall promptly clean any and all dirt and debris from streets and construction sites in accordance with the City Code resulting from construction work by the Developer, its agents or assigns. 16. Ownership of Improvements. Upon acceptance by the City Council of the work and construction required by this Agreement, improvements lying within public easements and public right-of-way shall become City property without further notice or action. 17. Streets. The Developer agrees to maintain the streets in the Plat until the base course bituminous surfacing has been accepted by the City. Should the City be required to grade the street prior to paving, the cost of such grading shall be paid by the Developer and drawn from the Developer's letter of credit. Should snow plowing be necessary prior to street paving, the Developer shall be responsible for such plowing as may be required by the Streets Supervisor. If, upon the Developer's request, the City agrees to plow the street prior to acceptance, such work will be done upon agreement that the Developer will hold harmless and indemnify the City from any and all liability claims related to such work and pay all costs associated with that work. Any plowing undertaken 5 by the City will constitute no acceptance or evidence of acceptance of the street(s) in question. Upon final completion of streets and acceptance by the City as a City street rather than a private drive, the Developer shall guarantee to the City for a period of two (2) years that the streets have been constructed to City standards. The warranty period shall not commence until such time as street construction is completed and the streets are accepted as City streets by the City. The two (2) year warranty set forth above commences upon the date on which the City accepts the streets by resolution. 18. Sewage Treatment. No occupancy permit for any building within the Plat will be issued by the City unless the Building Official has inspected both the sewer and water connections to the building and has certified that they have been constructed satisfactorily in accordance with City specifications and the City Code. 19. Administrative Fee. A fee for City Administration of this project is one percent (1%) of estimated construction costs of the public improvements, or $12,787.00. 20. Sewer Availability Charges. The Sewer Availability Charges for the Plat due upon Final Plat approval is as follows; 67 lots at $2,382.00 per REC = $159,594.00. 21. Sewer Connection Fees. Sanitary sewer connection fees are paid at the time of issuance of a building permit. The applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 22. Water Availability Charges. The Water Availability Charges for the Plat due upon Final Plat approval is as follows: 67 lots at $1,663.00 per REC = $111,421.00. 23. Water Connection Fees. Water connection fees are paid at the time of issuance of a building permit. The applicable amount due per unit shall be the fee per REC unit in place at the time of application for a building permit. 24. Park and Trail Dedication. The Park and Trail Dedication for the Plat is 67 units at $3,486.00 per unit x 97.8% = $228,424.00. 25. Storm Water Management Fee. There is no storm water management fee for this Plat. 26. Transportation Infrastructure Cost. The collector street access fee for this Plat is as follows: 67 lots x 1,515.00 per lot = $101,505.00. 27. Street and Traffic Control Signs. Before the City signs the final plat, the Developer shall pay to the City $16,000.00 for installation of traffic control signs (stop signs, street signs, dead-end signs). The said amount was calculated as follows: 64 signs at $250.00 per sign. Using these funds, the City shall purchase and install the street and traffic control signs. 6 28. Street Light Construction. The Developer shall pay for the operation and maintenance of the street lights for a period of two (2) years. In order to facilitate payment for operation and maintenance of street lights, the Developer shall submit a fee to be included within the escrow and fees established in Paragraph 27 of this Agreement calculated as follows: 6 lights x $500.00 per light for a total payment of $3,000.00. The operation and maintenance of the street lights by the City shall not commence until such time as the street lights are actually constructed. Street lighting shall conform to adopted City Code. 29. City Engineering Administration and Construction Observation, Legal Fees Escrow and City Fees. The Developer shall pay a fee for consulting engineering administration following approval of the Plat. City engineering administration will include consultation with Developer and its engineer on status or problems regarding the project, monitoring during the warranty period, general administration and processing of requests for reduction in security. Fees for this service shall be the actual amount billed for those services, which are estimated to be three percent (3%) of the estimated construction cost of the Plan C Improvements to be inspected, assuming normal construction and project scheduling. The Developer shall pay for construction observation performed by the City Engineer. Construction observation shall include part or full time observation, as determined by the City Engineer, of proposed street, sanitary sewer, water and storm drainage construction and will be billed on hourly rates actually required for said inspection, which are estimated to be five percent (5% o) of the estimated construction cost of the Plan C Improvements to be inspected. In the event of prolonged construction or unusual problems, the City will notify the Developer of anticipated cost overruns for engineering administration and observation services. Any amounts for engineering administration not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. The escrow and fee account shall also include estimated fees for Legal expenses actually incurred (with any excess funds, if any, returned to Developer as indicated further in this Paragraph 29), City Administrative Fee (a flat fee due upon execution of this Agreement), Trunk Water and Sewer Access Fees (a flat fee due upon execution of this Agreement), Transportation Infrastructure Costs (a flat fee due upon execution of this Agreement), Park and Trail Dedication Fees (a flat fee due upon execution of this Agreement), Street Light Maintenance and Operation Fee (a flat fee due upon execution of this Agreement) and shall be established as follows: Engineering Services Escrow 8% of $1,278,735.00 $102,299.00 Legal Services Escrow 1% of $1,278,735.00 $12,787.00 City Administration Fee 1% of $1,278,735.00 $12,787.00 Street Signs 64 at $250.00 per sign $16,000.00 Street Lights 6 at $500.00 per light $3,000.00 Sewer Availability Charge 67 lots at $2,382.00 per REC $159,594.00 Water Availability Charge 67 lots at $1,663.00 per REC $111,421.00 Storm Sewer (lateral) $192,830.00 Streets Transportation Charge 67 units at $1,515 per unit $101,505.00 Park and Trail Dedication Fee 67 lots x $3,486/lot x 97.8% $228,424.00 GIS Data Entry Fee 31.2 acres x $100 per acre $3,120.00 Wetland Delineation Review 1 Review at $2,000.00 per review $2,000.00 TOTAL $752,937.00 This escrow amount shall be submitted to the City prior to the City executing this Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of this Agreement. Any amounts for legal and engineering not utilized from this escrow fund shall be returned to the Developer when all improvements have been completed, all financial obligations to the City satisfied, and the required "as constructed" plans have been received by the City. All other amounts listed as flat fees are non-refundable and available immediately for City use when posted. 30. Security. To ensure compliance with the terms of this Agreement, and construction of all public improvements, the Developer shall furnish the City with a cash escrow or Irrevocable Standby Letter of Credit with automatic renewal provisions in the amount of $1,997,706.25 said amount calculated as follows: Site grading, erosion control and wetland protection $93,600.00 Sanitary sewer (lateral & trunk) $275,500.00 Watermain (lateral & trunk) $234,900.00 Storm Sewer (lateral) $192,830.00 Streets $575,505.00 Landscaping $134,000.00 Engineering services $91,830.00 SUBTOTAL $1,598,165.0 0 25% additional security $399,541.25 TOTAL $1,997,706.2 5 The issuer and form of the security (other than cash escrow) shall be subject to City approval. The security shall be issued by a banking institution in good standing as determined by the City and approved by the City Administrator. The City shall have the ability to draw on the security at a bank or branch bank located within fifty (50) miles of the City Hall. The security shall be for a term ending July 1, 2018 and shall contain an automatic renewal provision. The City may draw down the security for any violation of the terms of this Agreement, or upon receiving notice of the pending expiration of the security. It shall be the responsibility of the Developer to inform the City at least thirty (30) days prior to expiration of the security of the impending expiration and the status of the project relative to the security and this Agreement. If, for whatever reason, the security lapses prior to complete compliance with this Agreement (other than during any warranty period), the Developer shall immediately provide the City with either an extension of the security or an irrevocable letter of credit of the same amount upon notification of the expiration. If the required improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw down the security. If the security is drawn down the proceeds shall be used to cure any default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval, the security may be reduced from time to time down to $227,785.00, which is the amount of warranty security. A warranty security in the amount of $227,785.00 shall be posted with the City as set forth in paragraph 34 of this Agreement. The warranty period shall be a twelve (12) month period after the applicable work has been completed. Notwithstanding the posting of that warranty security, the security shall not be reduced below ten percent (10%) of the posted security until all Improvements have been completed, all financial obligations to the City satisfied (which includes posting of warranty security), and the required "as built" plans have been received by the City. The intent of this Agreement is that the City shall have access to sufficient security, either security or warranty security, to complete the project and insure warranty on all public improvements at all times. This security amount shall be submitted to the City prior to execution of the Agreement. All administrative and legal fees related to plan review, drafting of this Agreement and any other necessary items shall be paid to the City prior to execution of this Agreement. The security for this Agreement shall be an Irrevocable Standby Letter of Credit with automatic renewal provisions conforming to the requirements of this Paragraph or cash in the amount of $1,997,706.25. 31. Landscaping. The Developer shall 'install two (2) trees upon each lot within the Plat of a species approved by the Zoning Administrator. These plantings may not be installed in a public right-of-way. Any security posted for this agreement or prior additions may be used to cure any defects in the event that the Developer, it assigns or successors fail to install landscaping according to this Agreement. Landscaping security to insure compliance with the approved Landscape Plan shall be $3,000 per lot to be posted with the City at the time of application for a building permit on each lot. Any trees which can cause a 9 public nuisance or public hazard, such as bug infestation or weak bark, are specifically prohibited. The Developer, Builders or Property Owners (applicant for building permit) in the residential lot area shall sod all front yards within the buildable portion of each lot and shall post any security required by the City to assure landscaping or other items in compliance with the City Code at the time of application for a building permit on each lot. The Developer, Builder or Property Owner shall provide not less than six (6) inches of topsoil in required front yards or side yards abutting public rights-of-way. Where slopes he in excess of ten (10) percent, sodding (staked) shall be required. Weather permitting, the trees, grass seed and sod shall be planted before Certificates of Occupancy are issued. All grass seed shall be maintained so that turf is established within one (1) year of planting. If landscaping as required by the City Code and this Agreement is not timely completed, the City, after reasonable notice and opportunity to cure, may enter the lot or lots, perform the work, and apply any posted security toward the cost. The Developer, it assigns or successors, Builder or Property Owner will provide will provide all trees, grass, seed and sod within the Plat and shall maintain said plantings and warrant them to remain alive, of good quality and disease free for twelve (12) months after planting. Any replacement shall be warranted for twelve (12) months from the time of planting. Developer is also required to implement a Landscaping Plan including buffer yard landscaping along City collector and arterial streets as well as designated other plantings. Security shall be posted in order to insure compliance with the approved Landscaping Plan. 32. Significant Trees. There are no significant trees within the Phase. The Developer is not required to replace any significant trees. 33. Meters. Meters shall be provided as per City policy. 34. Warranty. The Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of one (1) year after its completion and acceptance by the City. The amount of posted warranty security for public improvements to be posted by the Developer shall be in the amount of $227,785.00. The amount, has been determined by the City Engineer, and is based upon the costs of the raw materials and labor which would be necessary to correct the most common deficiencies in such public improvements. 35. Claims. The Developer shall pay any subcontractor within ten (10) days of the Developer's receipt of payment by the City for undisputed services provided by the subcontractor. In the event that the City receives claims from labor, materialmen, or others that perform work required by this Agreement, which is provided to real property owned by the City, and the sums due them have not been paid, and the laborers, materialmen or others 10 are seeking payment from the City, the Developer hereby authorizes the City to commence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to one hundred twenty- five percent (125%) of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorney fees pursuant to this Agreement. In the event that the Developer desires to make a cash deposit instead of drawing down the letter of credit if a claim is made as stated above, they shall immediately notify the City of this intent at the time the claim is made and shall delivery one hundred twenty-five percent (125%) of the claim to the City within ten (10) days of such notice in the form of cash or certified check. 36. Restrictions. The following restrictions apply to the property and all lots thereon shall be held, sold, and conveyed subject to the following conditions and restrictions, which are for the purpose of protecting the value and desirability of the Plat and insuring that all conditions imposed by the City in this Agreement are properly recorded against the property. Said conditions shall run with the real property and be binding on all parties having a right, title or interest in the plat or any part thereof, their heirs, executors, representatives, successors and assigns: Outlots A and C shall be deeded to the City for Wetland/ Storm Water Basin purposes. Outlot B, an entry monument, shall be deeded to the established Homeowner's Association. 37. Responsibility for Costs. A. Except as otherwise specified herein, the Developer shall pay all costs incurred by them or the City in conjunction with the development of the Plat, including, but not limited to, legal, planning, engineering, and inspection expenses incurred in connection with development of said Plat, the preparation of this Agreement, and all costs and expenses incurred by the City in monitoring and inspecting development of the Plat. B. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Plat development, except for negligence of City, the Developer shall indemnify the City and its officers and employees for all costs, damages or expenses which the City may pay or incur in consequence of such claims, including attorney's fees. C. The prevailing party shall reimburse the non -prevailing party for costs incurred in the enforcement of this Agreement, including engineering fees, attorney's fees, and costs and disbursements. D. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Agreement within thirty (30) days after 11 receipt, unless the Developer is in good faith and with all due diligence disputing the payment of the same. If the bills are not paid on time, the City may, after notice and a reasonable period of time to cure said default, halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developers may or may not have sold, until all bills are paid in full. Claims not paid within thirty (30) days shall accrue interest at the rate of twelve percent (12% o) per year. 38. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the City may then draw down the security established in Paragraph 17 to pay for any work undertaken, provided the Developer is first given notice of the work in default, not less than seven (7) days in advance and a reasonable period of time to cure said default. This notice provision does not apply if the work performed by the City or its contractors is of an emergency nature, as determined at the reasonable discretion of the city. Should such emergency work be required the City will make all reasonable efforts to notify the Developer as soon as possible. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part pursuant to any applicable statutes or ordinances. 39. Miscellaneous. A. The Developer represents to the City that to best of its knowledge, the Plat complies with all City, County, State, and Federal laws and regulations, including but not limited to, Subdivision Ordinances, Zoning Ordinances, and environmental regulations except where specifically excluded by this agreement. If the City determines that the Phase does not comply, the City may, at its option, refuse to allow construction or development work in the plat until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B. Third parties shall have no recourse against the City under this Agreement. C. Breach of any of the terms of this Agreement by the Developer shall be grounds for denial or revocation of building permits. D. If any portion, section, subsection, sentence, clause, paragraph or phrase of this Agreement is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Agreement. E. If building permits are issued by the City prior to the completion and acceptance of public improvements, the Developer shall assume all liability for the costs resulting in any delay in completion of public improvements and damage to any public improvements caused by the City, the Developer, its contractors, subcontractors, materialmen, 12 employees, agents, or third parties. No one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets needed for access have been paved with a bituminous surface, unless a specific exception is approved by the City. F. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. G. This Agreement shall run with the land, shall be recorded against the title to the property and all properties therein established by the Plat, and shall be binding on all parties having any right, title or interests in this phase of the plat or any part thereof, their heirs, successors, and assigns. After the Developer has completed the work required of them under this Agreement as set forth in Section 8, at the Developer's request, the City will execute and deliver to the Developers a release or partial release (s) of this Agreement. H. The Developer shall take out and maintain until one (1) year after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and any claims for property damage which may arise out of the Developer's work or the work of their subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall not be less than $500,000.00 for one person and $1,000,000.00 for each occurrence; limits for property damage shall be not less than $200,000.00 for each occurrence. The City shall be named as an additional named insured on said policy, and the Developer shall file a copy of the insurance coverage with the City prior to the City issuing further building permits. I. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J. The Developer shall pay for all local costs related to drainage improvements required to complete the construction according to the plans and conditions that are a part of this Agreement. K. Should development of the plat proceed at a pace slower than anticipated, and for that reason, specific terms of this agreement become onerous or unduly burdensome to the Developers, upon 13 his/her application, the City will enter into negotiations regarding those specific terms and shall not unreasonably withhold consent to appropriate changes in the terms of this Agreement. L. The Developer shall demonstrate and maintain compliance with the 1991 Wetland Conservation Act. M. The Developer shall be responsible for all on site drainage as well as for any affects that their actions may have on adjoining properties. Specifically, the Developer shall maintain existing drainage tiles on site, and shall be responsible for any and all drainage problems related to either the site drainage tiles or problems with on-site drainage facilities to be constructed in accordance with this agreement and plat approval. 40. Notices. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, their employees or agents, or mailed to the Developer by registered mail at the following address: Attention: ,Lennar, 16305 366 Avenue N., Suite 600, Plymouth, MN 55446. Notice to the City shall be in writing and shall be either hand delivered to the City Clerk at the following address: City of Otsego, City Hall, 13400 90th Street NE, Otsego, MN 55330, Attention: City Clerk 14 CITY OF OTSEGO Jessica Stockamp, Mayor Tami Loff, City Clerk DEVELOPER U.S. HOME CORPORATION D/B/A LENNAR Its: STATE OF MINNESOTA ) ss. COUNTY OF WRIGHT The foregoing instrument was acknowledged before me this day of 2017, by Jessica Stockamp, Mayor and by Tami Loff, City Clerk, of the City Otsego, a Minnesota municipal corporation, on behalf of the City and pursuant to the authority of the City Council. Notary Public 15 ss. COUNTY OF The foregoing instrument was acknowledged before me this day of 2017 by the of U.S. Home Corporation D/B/ALennar, with authority and on behalf of the corporation. DRAFTED BY: MACARTHUR LAW OFFICE, LLC 3601 Thurston Avenue North Suite 103 Anoka, MN 55303 (763) 231-5850 16 Notary Public RESOLUTION NO.: 2017 - 06 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION APPROVING VACATION OF EXISTING DRAINAGE AND UTILITY EASEMENTS. WHEREAS, a temporary drainage and utility easement was established for a public sanitary sewer improvement project described by Exhibit A; and, WHEREAS, the establishment temporary drainage and utility easement did not include a termination date or event for said easement; and, WHEREAS, U.S. Home Corporation has received approval to plat the Meadows of River Pointe 2nd Addition; and, WHEREAS, the final plat of Meadows of Riverpointe 2nd Addition is partially encumbered by the temporary drainage and utility easement described by Exhibit A;; and, WHEREAS, U.S. Home Corporation has applied for vacation of the temporary drainage and utility easement dedicated; and, WHEREAS, the City Council held a public hearing at their regular meeting on 23 January 2017 to consider the vacation, preceded by required published and mailed legal notice; and, WHEREAS, the City Council heard all parties interested therein and closed the public hearing; and, WHEREAS, the temporary drainage and utility easements described by Exhibit A serve no useful public purpose; and, WHEREAS, the City Council having considered all information received related to the proposed vacation and easement dedication finds that vacating a portion of the existing right-of-way as shown on Exhibit A would be in the public interest; and, NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Otsego that Otsego hereby orders: That the drainage and utility easement located in the City of Otsego, Wright County, State of Minnesota described by Exhibit A is hereby vacated. 2. The City Council hereby determines that the vacation of said drainage and utility easement shall cause no damage to any abutting or nearby property owners and therefore no damages are awarded to any such property owners. iv, [QIIIs] kiIWs SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the City Council of the City of Otsego this 23rd day of January, 2017. ATTEST: Tami Loff, City Clerk ��111�'(d��i+'i�rZ�� Jessica L. Stockamp, Mayor 2