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4.4. SR 10-17-2016Request for Action To Item Number Mayor and City Council 4.4 Agenda Section Meeting Date Prepared by Consent October 17, 2016 Zack Carlton, Planning Manager Item Description Reviewed by Paxmar – Miske Meadows Cal Portner, City Administrator Reviewed by  Final Plat of Miske Meadows Action Requested Adopt, by resolution, the Final Plat for Miske Meadows, with the following conditions: 1. Staff approval of updated plans and final plat reflective of changes to the Preliminary Plat. 2. A developers agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the Final Plat for recording. 3. Deferred assessments from the installation of trunk utilities shall be paid for 12.095 acres. (currently $80,555.98 through November 30, 2016) 4. Park Dedication shall be paid with a combination on land and cash. The land will be dedicated with a future addition, and the cash is due at the time of final plat recording. 5. Surface Water Management Impact Fee be paid in the amount required by the city at the time the Final Plat is released for recording. (currently $226/ lot) 6. Water Availability Charge shall be paid in the amount required by the city at the time the Final Plat is released for recording. (currently $335/ plumbing unit) 7. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 8. Upon completing all of the improvements, and following city acceptance, a security or warranty in a form acceptable to the City Engineer will be secured. 9. A development plan shall be approved by the City Engineer prior to the issuance of building permits. 10. Any item or condition found that indicates the site is likely to yield information important to pre-history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized. Background/Discussion Case No. P 16-08 The applicant is requesting Final Plat approval for 36 single-family lots in Miske Meadows. This is the first addition of the Miske Meadows Subdivision. The preliminary plat was approved in May of 2016 and included 160 single-family lots and multiple outlots which are reserved for future development as detached townhomes. Approval of any detached townhome units requires an update to the preliminary plat. The current proposal includes 36 single- family lots and the right-of-way for 190th Ave NW – which will connect to Cleveland Ave, Grant Street, and a portion of 191st Lane NW. All of the parcels will be accessed from the newly constructed public streets. Park Dedication will be satisfied with a mix of land and cash. The land will be dedicated with a future addition and the cash dedication must be paid prior to releasing the plat. The parcel being platted includes deferred assessments from previously installed sewer and water trunk services. The plat includes 12.095 acres of land, or 17.48% of the outlot, which is the portion of the deferred assessments due with this plat. Financial Impact None Attachments  Plat overlay  Final Plat of Miske Meadows  Resolution 00 KNOW ALL PERSONS BY THESE PRESENTS: That RP3 L.L.C., a Minnesota Limited Liability Company, fee owner of the following described property situated in the County of Sherburne, State of Minnesota, to wit: Outlot D, RIVER PARK SECOND ADDITION, Sherburne County, Minnesota. MISKE MEADOWS In witness whereof said RP3 L.L.C., has caused these presents to be signed by its proper officer STATE OF MINNESOTA this COUNTY OF RP3 L.L.C. day of , 20. Has caused the same to be surveyed and platted as MISKE MEADOWS and does hereby By: dedicate to the City of Elk River, for public use forever, the public ways as shown on this plat. Kent Roessler, Chief Manager Also dedicating to the public for public use forever the easements as shown on the plat for drainage and utility purposes only. Also dedicating to the public for public use forever, the park as shown on this plat. �\ 1 1 -I- I 1 r- Ar - The foregoing instrument was acknowledged before me this day of , 20, by Kent Roessler, Chief Manager of RP3 L.L.C., a Minnesota Limited Liability Company on behalf of said company. Notary Public, My Commission Expires County, Minnesota NE COR. OF THE NE 1/4 OF SEC. 36, T.33, R. 26 • SHERBURNE COUNTY FD. C.I.M. ` I r- r\ r1 I I r\ A I r- �\ �� I T A I -I- \/ I 11 A \/ \ F� F- I-( I-< I I Fe I\I F- I I I I I I\I I Y F1 11 F1 \/\1 /\ Y DOC. NO. 168028 \ L. .. I\ 1 V L. ♦. -1 .1 .. 1 V I 1 1 1 1 -1. 1 1, V /-\ I 1 r\ I \ / r- r\ r\ A r1 I . 1 �- I-! I \/ F- Ff' I-- /\ F! K r\ I /\ 1 I -1- .♦ r- A / A \ r\ 1 A -I- A I .♦ .\ .N \ I\ I v L_ I\ I / -\ 1\ I\ F! I I, F-4 1 1 1 F- 1/1/ /\ Y F- I / I \ I .. I I I .. I , , /-\ I I L_ /-\ 1 1 V .. . .. .. \ / C,7 51"W 0,292• r- , , r- 1 • . 1 r, ,. �- r, r- r- -I- • I , . , I C.Brg.N6°52' 00" / ,/ F- 1 �, I\I 1 � `. I F! F- F- 1 1\1 ITV � / .+ i, I I \ . � \ i . , „ / .+, 0.485.20 , _ _ N00°29'34"E 1033.96 �' I I F� ,,,, .\I I , I I 1 R= ., . 60.00 , . , , ., .233 17 - - _ = 293.68 4 . ° \ 512°59'5711" R-10 - .��FD. R/W MON. _ I �tr-=14,44�5\ 26 _ - • ___--- ------------------ _______ __ _- 8r T / C'•o��0 D�� - 740.79 / , N89°30'26"W - ='7 �� S89°30'26"E - - FD. R/W MON, 1 T 1 o ��ar$ ' - EDGE OF WATER 58.31 \ ` _ _58.31 11 10' DRAINAGE AND VLY. LINE OF OUTLOT D, RIVER PARK SECOND ADDITION - / UTILITY EASEMENT 1 L=124.48 / ` L=115.48 A---6055'28" \-_ -A-�6°49'16" RIVER PARKAT OF ` -1?0\21 10' DRAINAGE AND UTILITY EASEMENT R=1030.00 �\ /� R=970.00 k \ EDGE OF WATER PER THE PLAT OF RIVER PARK I ^7 , - _ -508°06'03"E g \ \ N 08° 06 03 W _ _ _ , o / � � , \1 - 30.09 ^►� � �.75 Q) o5 / ^ - - - S81353 57"W \ >° \�i 1 1 . 1 ° / oo .'_ 60.00 ° , >�+ \ N81 53'57"E _ __ 2/,0 / _ - - - _S08 06 03 E 60.00 ' \ -4 n 43.75 10' DRAINAGE AND UTILITY EASEMENT ��'• \ � - PER THE PLAT OF RIVER PARK �� - - \ L=111.24 A-7040'44" N 00-R=830.00 AC.=29.98 w LO C.Brg.=N82°24'06"EC.Brg.=S79°23 47 W --t n rOOcoEDGE OF WATER iC.=111.15R=1030.00 00 00 1 QOOSURVEY LINE N07 59'27"E ' 135.65178.56 oO L=29.98 °° z NO3°45,32"WNN N, 00 N ; No OUTLOT A ,Mc��im o, L. DRAINAGE AND UTILITY EASEMENT �0 50 46 c3 00 ` � Z OVER ALL OF OUTLOT A R=1230.00 - - - - - , o 0S F C.Brg.=N9°59'02"E \� 00 W Z • v A 6% / /�e s C.=18.17 _ Z LL LLI �0A,,I o L=16.85 S80026'21,,c - SURVEY LINE V Z .00 uj A--0049'31 EDGE OF WATER y R=1170.00 - - - - - - - - 77.97 / C.Brg.=N9058'25"E i 0=4°48'13" N " ! POr7 / /o C.=16.85 w ^ _ ;-R=930.00 \ 60 \ -T, c O o CB=N82°26'32"W �+ •�/ O N /,h o 0000 140.50 C=77.95 \ \ 00 N`° o o ^ S05°09'22"W I hereby certify that I have surveyed and platted the land, or directly supervised the surveying and platting of the land described on this plat as MISKE MEADOWS; that this plat is a correct representation of the boundary 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; as of the date of this certification, all wet lands and water boundaries and all public ways are shown and labeled as defined in Minnesota Statutes 505.01, Subd. 3. Rick M. Blom, Licensed Land Surveyor Minnesota License No. 21729 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of 20, by Rick M. Blom, Land Surveyor, Minnesota License No. 21729. Notary Public, County, Minnesota My Commission Expires Approved and accepted by the City Council of the City of Elk River, Sherburne County, Minnesota at a meeting held this day of 20 Mayor Attest: Clerk I hereby certify that proper evidence of title has been presented to and examined by me, and I hereby approve this plat as to form and execution this day of 20 Elk River City Attorney CITY OF ELK RIVER COUNTY OF SHERBURNE Pursuant to Sherburne County Ordinance Number 006, 1 hereby certify that this plat has been checked and approved as to compliance with Chapter 505, Minnesota Statutes this day of , 20 Sherburne County Surveyor I hereby certify that this plat has been reviewed by the office of the County Highway Engineer. Dated this day of 20 Sherburne County Highway Engineer I hereby certify taxes payable in the year on lands herein described are paid in full, and there are no delinquent taxes, and that transfer was entered this day of 120 Sherburne County Auditor/Treasurer I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day of 20 at o'clock M., and was duly recorded as Document No. Sherburne County Recorder Line and Curve Tag Table Line #/Curve # Length Bearing/Delta Radius Chord Bearing Chord Length C1 21.06 2°48'21" 430.00 N30°10'31"W 21.06 C2 72.37 4°01'33" 1030.00 S87°57'56"E 72.36 C3 82.70 4°53'05" 970.00 S86°56'35"E 82.67 C4 26.49 1°33'53" 970.00 S79°20'41"W 26.49 L1 85.34 N58°25'18"E L2 60.00 N61°13'39"E L3 122.77 N28°46'21"W A I . r\ -1- 1 1 r- A i� - -<) - Z ; ? 00 1") \\ i 1r ' \ 0 V))Lr) r\ A r\ W (6 ' \ o ' ' ��) N00021'48"W 1327.26 _ I I 'A) rIT� I Z ZJ Z - 667.78 -��- - �- 405.71 144.56 - _ 00 _ o W FD. RLS 19839 zi _ _ _ 459.26 Z 776 99 / III / FD. RLS 9626 550.27 I d. NW COR. OF THE NE 1/4 OF SEC. 36, T.33, R. 26 I O p /) N - SHERBURNE COUNTY FD. C.I.M. / / D E L I N E A T E D I O N / ° DOC. N0. 140658 / , / .�. FD. RLS 19839 1`=' \ TTI N06°38'47"W 0 / / WET L AND �. I I 211.92 rn� / ° \ 0\ / 90 / ` 19839 �� \-3. 0 \ I I '.�, I I I FD. RLS N09°28,p6.W `�� 3 � � i` r- .� .� . I rN / / /' LTJ 1\1 O 60.89 0�� ^ .N- `- " ' L 1 IN / / / MOST S. LINE OF OUTLOT D, LLJ D 9V RIVER PARK SECOND ADDITION -I�N ���' 1 0) / / EDGE OF DELINEATED WETLAND 1 I I CO I�S05°29'57"W , / I INSET A �j UTILITY EASEMENT ACQUIRED PER DOCUMENT NO. 154099; _ _ _ / / N18°42'24"W_ �, 1 O 159.00 I Z C% PARTIALLY RELEASED BY DOCUMENT NO. 161464 T - - - - - - f - - - - - / 31.82 I ` 00 `- o O CD C*4 LO � -83.30 - 59.31 / / Z \ FD. RLS 15233 �=3°30'11" R=970.00 OUTLOT B / �� / OUTLOT C ,y/ C� / CB=S3°57'54"W \`' / vi Im \ FD. RLS 19839 c - I C=59.30 CP , E , FD. RLS 19839 / / � 00 L-- 00 - - 69°p$ 6� 66 \ y _ _ FD. RLS 15233 Z VICINITY MAP N FD. RLS 17255 / h / `N. \ IA/♦ ♦ FD. RLS 17255 / 4j / L 1 J , Cp UTILITY EASEMENT ACQUIRED PER TWIN LAKES PKWY 90iN LN. ` 1 r - D z - - SITE Lon - 40 1 it 1 ' SECTIONS 25 AND 36, TOWNSHIP 33, RANGE 26, SHERBURNE COUNTY, MINNESOTA \ 00 - +Aj'� ♦ 3 / / _ _ `y DOCUMENT NO. 107534; Z \ \ _ / / - - - - - - - AND FURTHER DEFINED BY PARTIAL RELEASE -' w 293.23 14- -T- ��Ory V 00 a, � N00°18'17"E N07 43„ 18IIII'D ^ j / / / FILED AS DOCUMENT N0. 161464 LO -1- It 11Z\ I l[) N12 5 l FD. RLS 17255 o / I� I O ^ r 1\ / r- rN r-1 A rN I/ 1g \ /\ I I I I I I I I I I\I GG 6 Ff K E i._ 00 / / JJ10 LL �- Z L1 - Ir 01 ` - ° , <' ` �♦ _ W'LY. LINE OF OUTLOT D, PARK 60 - ' `"' ' ' ~i ' '-` "' `' "' "" `-' `� 22 OJ ' RIVER PARK SECOND ADDITION ..... \ \ 1 L_ , \ 1 . L_ \ . . . !.i ���° �/I.y,• ` �++� � �` - FD. RLS 17255 / I IV 2 / / 1 ] / i i \v it i \\ �: �: i i i '.: i \v 56'1 �9 1 66�4 ��L FD. RLS 17255 - 250 1 0 - / 557.90 508.92 O(V0 �0' ^��``� �, ♦ i \ I\ FD. RLS 17255 _ VIII 975.81 N, N00°21'48"W 1316.92 0�' ♦ °O 4i ; ,O� k-QI it ♦'��N37°33'54"E , 00 17.22 °V` `� N `�-N53°19'03"W 45.28 Fe I \/ F- Fe F- / \ Ff K t\ I V L - I\ I /-\ 1\ I\ p DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 21729. • DENOTES 1/2 INCH IRON MONUMENT FOUND, MARKED AS SHOWN. O DENOTES FOUND COUNTY CAST IRON �. MONUMENT. p - DENOTES FOUND RIGHT-OF-WAY MONUMENT. DENOTES LIMITED ACCESS DEDICATED TO THE COUNTY OF SHERBURNE IN THE PLAT OF RIVER PARK. THE NORTH LINE OF THE NORTHEAST QUARTER, SECTION 36, TOWNSHIP 33, RANGE 26, IS ASSUMED TO HAVE A BEARING OF NORTH 89 DEGREES 12 MINUTES 41 SECONDS WEST. NORTH 0 120 240 iiii SCALE IN FEET SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 1 OF 2 SHEETS co Line #/Curve # Length Bearing/Delta Radius Chord Bearing N89005'31 "E C5 "E o • - 83.30 - 2°16'13" 1200.00 '`0 00,6 -47.77- R�s Nro Lcj, 47.55 6�69 /983 � -72.61- 9 V n N I °�.. �� / ,�° I I I o ') 13LU 4FD. RLS 15233 I d 2 lO I I 0 o I I to I 00 to Z 70L 87.-44 - -� �- A=2°44'50' ,<v - 0)AFD. RLS 17255 32 81� L=46.51 -4°53'05» 1907' H L=82.70 o � _ LA NE NW w o N81°45'13"W126.09 �L-138.54=7°5= 1000.00 p O I L-44 16L -_ 131.83 1 0=2°31'48" A=5°24'27" c� o CCL Cp to Q rn �- ---- 00 w ` I� \ p0� L=72.37 ° �. ^ w 10) 1Icd °; I A=4001'33" R=1030.00 IN 2 N C.Br9.=S87057'56"E I o � -N87038'27"W z � It C.=72.36 -138_67 3o M Jo N poi ------ 14.71-; N _ 001 L012 t Nto I - ►�= \i - w r -I I \ (� 1 1oL V `11 V) L- - - - a�-' 00 0 - - - - - -O I J a N87°47'12"W 150.77 II o �N87°38'18"W 133.36 0 1or-------- o MISKE MEADOWS INSET A Line and Curve Tag Table Line #/Curve # Length Bearing/Delta Radius Chord Bearing Chord Length C5 47.55 2°16'13" 1200.00 N10°41'46"E 47.55 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (NOT TO SCALE) II 5 II 5 10 I I 10 -11----J L----E- z _ `° o �I n Irn o r - - - - - - - - - - BEING 5 FEET IN WIDTH, UNLESS OTHERWISE r�1 3 o IN �' �I 2 INDICATED, AND ADJOINING LOT LINES, AND of jr, 01 co JI 10 FEET IN WIDTH AND ADJOINING I � 1J �I 1 JI RIGHT-OF-WAY LINES, AS SHOWN ON THE 10�-------- a I JIa11 LO c,, 11 PLAT. 10F --o f-- N86046'37"E 159.10 J zo 00 S881824 W 133.31 --_-------- �, NI �1rn_----------� ° C\i1 , Io0 r I GD FD. RLS 172554 I p r1 11> DI (.0I J NI II 1� I 7p III •b. 2 o I I _____� D �1N I �Ot_ - - _ _ -1 z WI cr160.28 J I� N81°53'18 E - - - - '° W 144.09 D - - - -1 co nor S84o 15'07 11 � I oIIN �I S86°58'30"E �I 5 ;� � I � ; I Zd r00I 1�IcA 72.85 3°0 01001 S85°26'49"W 216.95 ----1 F- F, F, 72.42 I I1 56' 7-2.10 72.43 I I Nf I - -I II 1 co'1I 70L- ° Lo 44 I I O 0 o_ CITY OF ELK RIVER COUNTY OF SHERBURNE NORTH 0 60 120 iiiii SCALE IN FEET O DENOTES 1/2 INCH BY 14 INCH IRON MONUMENT SET AND MARKED BY LICENSE NO. 21729. • DENOTES 1/2 INCH IRON MONUMENT FOUND, MARKED AS SHOWN. THE NORTH LINE OF THE NORTHEAST QUARTER, SECTION 36, TOWNSHIP 33, RANGE 26, IS ASSUMED TO HAVE A BEARING OF NORTH 89 DEGREES 12 MINUTES 41 SECONDS WEST. (SEE SHEET 1 OF 2 SHEETS) �o\1� `-\\ \\� 3 11 IIN IIs 1 1 w �I I I -- EDISON STREET NW I� 6 \01 \ IN I Imo' 7 I I� 8 N1 1 9 1 N � ,--FILLMORE STREET NW I Ir- Cn co 5 / 0 52 \ \ \N 5 I m I l w L0 I 1 N � ,,'N Zo� rn r , I 1 � A I I p r , I I o I , I I 1 0 , � io oa tk o ' 57"E 91 - \ c,a �� I I K o I i r N81 53 °OS - I I V) � I I 1 cr' -� i � 0 q o (� 1 \ o 60.00 �63 63 \ \ \ \ ;�\ cs\ \ \ \ 1 i,► I I ° » I I » I I 0 » I .' i� S80°26' » i o iw \ \ o\`� \ o 41" I p=3 52 41� L=3 52 41J=3 54 02J - - �, 6p 21 E ,�� 10 (D 30.001 \30.00 0 =62 95 00 i D1 P o 0 A=6055'28"L=124.48 58.31 N 9 g8 \ \ \ \r o $ o \ o „ I 1 N -3-5f L=62.94 L=63.31 \ ` - - �' / co ;�� o \ \ \0 3°5241) �-L=62.95 '�a� 30.00 �;�1 °5° �1 ' o o w / \ 1 2 ° N\�, o \ g5 �0 30.00 . _ _�� C.=281.49 C.Br9.=N89°05 40 E � R=1000.00 - N89 30'26"w� a' / o l I �\�\ \\ 7 N\� 43'35 J L,62• 3p - _ ° - I o ° ID O Ipo � ° ��� cn Z � I � o _ "�A=21003'51" p=11°55'50" O \ ,4, 32°3713 ° v L=283.08-21 03 51 R=770.0 0 0 W / w \ 1 0�\ �'� \ D �,76�� L=512.39 R=900.00 _ c , �� ,�=208.23 o - 58.31 o 0 04 o) / N_ \ I �z \ \ \ 30 �39°56'10 o \ ' - o L=149.99 4=8 35'37" o o co O /N LIA\ 8 \ \ 30 w 190TH AVENUE NW _ \ o / - - L=3 - - 00.00 \I 30201311 o I Z g \\ 0\ \ '2g�, 52 L-72_52 L=72_52 24.89 R-8 w i 58.31 v o2�/ L=72., ,� 1- o »� - o L=_71.64_ o A=23°16'08" o W L=115.48 U, \ \ \ D%5 9$05 _ - w _L-74-59 „1 �p=4°46 34, I I=4 46 34 I I=4 46 34 i i=4°43'05", \\ ,' \ ^� . w p=6 4916 / \ \ „ �` �'-°��592 4$%� �� 4°54,43 \ \ u7 I I'� I I N I`�� rL=62.75 L=62.78 L_62.80 L=111.244„ I car 1 I ° g 1/ ,1 5,42 \ \ I l o 00 C4 1 I I I f � ►� 4°1953" �p=4°20'02" =4 20 06�7 ° 4 , ^�a 30.00 �1 �j1 \'moo c0 I I ao I I N ► N . I o , » =7 40 h C5 (P 30.00 / \ ILp,�182�5 2 X21%„ �D'4 \ \�, I INr'� I I� I I� I IC° �I Isco ►:NI Id I IN I IN I`"o o�-ry`O oo _ EDISON STREET NW -,A=23-29'44 _ J L' \\ �-�o 55 \ \ \ v, I I I I I I I ►� ; t K �n 1 1 "� I I °' I I "' I ,ri 60• „W L=110.72 N� 0 90 �` \\ \ N g l m 9 I I 10 I I 11 I I 12 I jJ �' �► ° `� cb \- \ ° \ 1 3 31 a°d- JN I Id 581535 190TH AVENUE _- oo �61i��� \� \ \ \ \w vl I I I� I IN I Io o� I ,13 � 113 I I^ I I Ix �0 300. X025 \ \��'° \ \ �� 7 \ \ �" I I I I ° I I o I I I o) 14 I 13 15 I 1 16 I 3 p� - _ �`� i \ P o M 1 1 I CV L-230.75 3 6 < \ \c'c�_ \\ I I o I I O I I �, ON I I I l I I° I I M I ►� „D/1' MO p=44 0410" �6 6�2 \\ cP \ i 0 \ \ \o, 6 \ \ \� 1 1? I I� I I� I I� of l IIo 4 I I� I I�I LO ::::68 8;7 66 9 D�11 \\ ° \ \\ o -' \\ CP I I I I I I „ v� I „ I I o I I I o r, I I o I I°'7 A 2 F- I I I I\I I I rn / 1157f » °3037 \c11 \ \ \ \� J �o O O -� L' --J L -L --J L-- ♦� I ♦�I I cn I V I IN L/ 1 1 N I Z/A\ L/ L/ 1 V Oa\ 0 87 L=.! +� \cr\ \ O I I /\ I I I I I\I L=68.87 �- \ 30� f - o „ Fp=11 \ \ o 5 \ o _ 64.16 60.35 o o -► A=11 57 30110 10 \ v`0 \ �: \ \ \ \i�'6/2$ o 59.26 59.00 60.22 2 0 0 I I 1 cnl \ \ � \•� 3. _ 66.51 L--- o o ---- o ----- 73.77 73.24 7 3. 01 1 \ \ \ , N88°01'38"W 443.27 - ,tvLr) \ \ 4 \ \ V, \ \� /60 39 0 3 6� _ . _ S89°18'04"W 146.25 1?62 42 ,- LO I I(0 co "E L - - 97.7 5 I 10 � I 83 � 01Cj' �0 2 - J L - - 99.44 11010 9? N69 N81 °15'5 7"yy 197.19 - SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING SHEET 2 OF 2 SHEETS NORTH MISKE MEADOWS SETBACK AND LOT WIDTH EXHIBIT 2 87-44J 1 1 .12 I 190TH LA NE N - W i i I I I 1 1 2 0000 1 m 3 v Cn co 1 i r I2 70 to X. - z ' J V) .p 5 Q0 rnco 3 m ' 1 BLOCK 1 Miske Meadows GROSS AREA 0.302 LOT WIDTH City of Elk River 10,668 Sq. Ft. 0.245 Acres Paxmar, LLC. Lot 2 11,647 Sq. Ft. 0.267 Sambatek Project No.: 20460 78.1' Total 22,315 Date: 09/22/16 Prepared by: Jason L Acres 11,006 Development Summary- Miske Meadows 0.253 GROSS AREA Gross Site Area: 3,013,386 Sq. Ft. 69.178 Acres 100% Outlots 2,409,453 Sq. Ft. 55.313 Acres 79.96% Buildable Lots 384,681 Sq. Ft. 8.831 Acres 12.77% Park 77,087 Sq. Ft. 1.770 Acres 2.56% Right of Way 142,164 Sq. Ft. 3.264 Acres 4.71% BLOCK 1 13,169 GROSS AREA 0.302 LOT WIDTH Lot 1 10,668 Sq. Ft. 0.245 Acres 87.4' Lot 2 11,647 Sq. Ft. 0.267 Acres 78.1' Total 22,315 Sq. Ft. 0.512 Acres 11,006 BLOCK 2 0.253 GROSS AREA 79.5' LOT WIDTH Lot 1 12,276 Sq. Ft. 0.282 Acres 81.2' Lot 2 10,164 Sq. Ft. 0.233 Acres 75.0' Lot 3 10,308 Sq. Ft. 0.237 Acres 74.7' Lot 4 10,645 Sq. Ft. 0.244 Acres 74.7' Lot 5 12,128 Sq. Ft. 0.278 Acres 74.7' Lot 6 14,409 Sq. Ft. 0.331 Acres 74.7' Lot 7 12,085 Sq. Ft. 0.277 Acres 85.9' Lot 8 11,416 Sq. Ft. 0.262 Acres 79.5' Lot 9 12,188 Sq. Ft. 0.280 Acres 99.8' Total 105,620 Sq. Ft. 2.425 Acres Sq. Ft. BLOCK 3 Acres GROSS AREA Lot 14 LOT WIDTH Lot 1 13,169 Sq. Ft. 0.302 Acres 89.6' Lot 2 12,142 Sq. Ft. 0.279 Acres 80.5' Lot 3 12,128 Sq. Ft. 0.278 Acres 84.4' Lot 4 11,006 Sq. Ft. 0.253 Acres 79.5' Lot 5 9,276 Sq. Ft. 0.213 Acres 64.7' Lot 6 9,290 Sq. Ft. 0.213 Acres 64.7' Lot 7 9,113 Sq. Ft. 0.209 Acres 64.7' Lot 8 9,288 Sq. Ft. 0.213 Acres 64.7' Lot 9 9,529 Sq. Ft. 0.219 Acres 65.0' Total 94,942 Sq. Ft. 2.180 Acres 70.4' 1 F-7 F---� 6 3 I I 7 I I g l 9 1 25 p0 II 6 I I 5 I I /� L64.66 65.04 \ 4 \ 64.66 64.66 64.66 2 \ 19.54 I I 8 9 II 70.42 L 70.42 -99.79--- "" / _-- _ _ 72.42 19 0TH AV ENVE N- \ 8 1 9 I I 10 70.42 I 1 69.78 I 1 12 1 65.39 I 1 1 13 -- FILLMORE STREET NW / / 190TH AVENUE NW 64.67 64.70 64.72 I I I I I _ 7 1, 11 14 1 1 15 1 1 16 '.1s'6 \ \ 6 L -J/ L-il � 4 L ---j � I � 5 70.95 74.36 \ 4 � 1 1 1 2 1 1 3 '--� I � 4 CITY OF ELK RIVER COUNTY OF SHERBURNE BLOCK 4 GROSS AREA LOT WIDTH Lot 1 11,350 Sq. Ft. 0.261 Acres 74.4' Lot 2 11,742 Sq. Ft. 0.270 Acres 74.4' Lot 3 11,043 Sq. Ft. 0.254 Acres 71.0' Lot 4 9,718 Sq. Ft. 0.223 Acres 67.3' Lot 5 9,436 Sq. Ft. 0.217 Acres 67.9' Lot 6 9,387 Sq. Ft. 0.215 Acres 70.0' Lot 7 9,516 Sq. Ft. 0.218 Acres 72.7' Lot 8 9,756 Sq. Ft. 0.224 Acres 72.4' Lot 9 10,205 Sq. Ft. 0.234 Acres 70.4' Lot 10 10,592 Sq. Ft. 0.243 Acres 70.4' Lot 11 10,681 Sq. Ft. 0.245 Acres 70.4' Lot 12 10,460 Sq. Ft. 0.240 Acres 69.8' Lot 13 9,869 Sq. Ft. 0.227 Acres 65.4' Lot 14 9,653 Sq. Ft. 0.222 Acres 64.7' Lot 15 9,256 Sq. Ft. 0.212 Acres 64.7' Lot 16 9,140 Sq. Ft. 0.210 Acres 64.7' Total 161,805 Sq. Ft. 3.715 Acres OUTLOT GROSS AREA A 906,993 Sq. Ft. 20.822 Acres B 954,195 Sq. Ft. 21.905 Acres C 548,265 Sq. Ft. 12.586 Acres Total 2,409,453 Sq. Ft. 55.313 Acres Park GROSS AREA PARK 77,087 Sq. Ft. 1.770 Acres Total 77,087 Sq. Ft. 1.770 Acres Right of Way GROSS AREA MULTI ROW 142,164 Sq. Ft. 3.264 Acres Tota 1 142,164 Sq. Ft. 3.264 Acres Total Site GROSS AREA Buildable Lots 384,681 Sq. Ft. 8.831 Acres Outlots 2,409,453 Sq. Ft. 55.313 Acres Park 77,087 Sq. Ft. 1.770 Acres Right of Way 142,164 Sq. Ft. 3.264 Acres Total 3,013,386 Sq. Ft. 69.178 Acres -- EDISON STREET NW / / / / 1 1 I 1 I _ I 1 I 1........... I I 1 1 I I EDISON STREET NW SAMBATEK, INC. ENGINEERING, PLANNING AND LAND SURVEYING Resolution 16-____ A Resolution of the City of Elk River Granting Final Plat Approval for Miske Meadows Case No. P 16-08 WHEREAS, application has been made for final plat approval, pursuant to Section 30-374 of the Elk River City Code of Ordinances, of the property legally described on attached Exhibit A and hereinafter referred to as “the Property”; and WHEREAS, a preliminary plat of the Property was approved by the City Council on May 16, 2016; and WHEREAS, the proposed final plat is consistent with the preliminary plat as approved by the City Council; and WHEREAS, the proposed final plat complies with each of the conditions set forth by the City Council in its approval of the preliminary plat of the Property; NOW, THEREFORE, BE IT RESOLVED 1. It is hereby determined by the City Council for the City of Elk River as follows: A. The proposed subdivision is consistent with Chapter of 30 of the City Code of Ordinances and conforms with all of its requirements. B. The proposed subdivision is consistent with all applicable general and specialized city, county, and regional plans including, but not limited to, the City’s Comprehensive Plan. C. The physical characteristics of the site, including, but not limited to, topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. D. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required herein. E. The proposed subdivision will not cause substantial environmental damage. F. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. G. The proposed subdivision will not have an undue or adverse impact on the reasonable development of neighboring land. 2. Final plat approval is hereby granted for the Property, subject to the conditions set forth in attached Exhibit B. 3. The officers of the City are hereby authorized, once the conditions set forth in Exhibit B are met and complied with, to sign the final plat for the Property and to issue a certified copy of this Resolution giving final approval of the plat. 4. The owner of the Property is authorized to record the final plat as required by law and shall file proof of said recording with the City. No building permits will be issued for the Property until the final plat is recorded. 5. This final plat approval shall expire two years from the date of this resolution if the final plat is not recorded within that time. Passed and adopted this 17th day of October, 2016. John J. Dietz, Mayor ATTEST: Tina Allard, City Clerk EXHIBIT A LEGAL DESCRIPTION Outlot D, RIVER PARK SECOND ADDITION, according to the recorded plat thereof, Sherburne County, Minnesota. EXHIBIT B CONDITIONS OF APPROVAL 1. Staff approval of updated plans and final plat reflective of changes to the Preliminary Plat. 2. A developers agreement be prepared and executed outlining the terms and conditions of the plat approval prior to releasing the Final Plat for recording. 3. Deferred assessments from the installation of trunk utilities shall be paid for 12.095 acres. (currently $80,555.98 through November 30, 2016) 4. Park Dedication shall be paid with a combination on land and cash. The land will be dedicated with a future addition, and the cash is due at the time of final plat recording. 5. Surface Water Management Impact Fee be paid in the amount required by the city at the time the Final Plat is released for recording. (currently $226/ lot) 6. Water Availability Charge shall be paid in the amount required by the city at the time the Final Plat is released for recording. (currently $335/ plumbing unit) 7. A Letter of Credit shall be provided to the city in the amount of 100% of the costs of the public improvements. 8. Upon completing all of the improvements, and having them accepted by the city, a security or warranty in a form acceptable to the City Engineer will be secured. 9. A development plan shall be approved by the City Engineer prior to the issuance of building permits. Any item or condition found that indicates the site is likely to yield information important to pre-history or history shall be reported to the city immediately. Further, the city reserves the right to stop work authorized in its approval until the site is appropriately investigated and work is authorized.