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A003 - Council Action Form dated June 23, 2009 (33a&b)
ITEM # 33a&b DATE 06-23-09 COUNCIL ACTION FORM SUBJECT: SOMERSET SUBDIVISION, 22ND ADDITION MAJOR FINAL PLAT BACKGROUND: Chuck Winkleblack of Hunziker Development is requesting approval of a 32-lot residential subdivision for Somerset Subdivision, 22"d Addition. The property is owned by Hunziker Development LLC, D&R Furman LLC, and Friedrich and Sons, Inc. This phase will complete the platting of Somerset with these 32 single family homes (country houses). This is the northwestern most corner of Somerset, which is on the west side of Stange Road, and just south of the Taylor Farm. The plat covers 11 acres. The proposed Final Plat is consistent with the Preliminary Plat/Major Site Plan. Financial security has been provided for outstanding improvements, which are currently in progress. Along with the final plat, the following documents have been submitted: • Council Acceptance Resolution • Attorney's Opinion verifying ownership and that the property is free of encumbrances • Certificate of the County Treasurer certifying the property is free of taxes and assessments • New Easements document for utilities, storm water, and a shared use path • Agreement for Sidewalks and Street Trees with security being the requirement for installation prior to individual home occupancy • Agreement for Public Improvements of street lights, electric distribution, street paving, shared use path, and erosion control, to be completed by June 23, 2011 with financial security instrument filed of $370,354.00. • Resolution Accepting Bond for Public Improvements instead of installation There is no financial security on file with the City Clerk's office for sidewalks or street trees as required by Code, but the shared use path along Stange Road is secured by the Letter of Credit. The Preliminary Plat/Major Site Plan shows sidewalks and street trees to be installed within right-of-ways on all street frontages. Section 23.403 (14) allows deferment of sidewalks with financial security when installation is considered premature. However, it has been past practice to accept a signed, written agreement from the owner (Agreement for Sidewalk and Street Trees), specifying that occupancy of new structures will not be permitted by the City until the sidewalks and street trees adjacent to the individual lot are installed. This has been more practical than requiring installation with a certain deadline, in order to allow construction equipment to drive into the lot without damaging a new sidewalk. Consistent with this practice, the City Council may wish to waive the requirement for financial security and allow sidewalks and street trees to be deferred until occupancy of 1 homes on abutting sites. City staff will be addressing how this issue should be addressed more broadly and bring back recommendations on the application of current codes. This is the same procedure that was used by the City Council in the review and approval of the Final Plat for Estates West, Second Addition on October 14, 2008, and for Walnut Ridge, Second Addition on March 24, 2009. Staff has determined that the Preliminary Plat conditions for approval have been satisfied. Further, staff finds that the requirements of the Municipal Code have also been satisfied with the exception of the requirement for financial security for the sidewalks and street trees. However, if the Council agrees that this requirement should be waived, this would be consistent with past practice. Except for this issue, staff concludes that the proposed Final Plat complies with the Preliminary Plat approved on November 6, 2008, to relevant and applicable design standards of Ames Municipal Code Chapter 23, Subdivisions, to other City ordinances and standards, and to the City's Land Use Policy Plan. ALTERNATIVES: 1. The City Council can: a) waive the subdivision code requirement for financial security for sidewalks and street trees since the Developer, in accordance with our past practice, has signed the Agreement for Sidewalk and Street Trees that requires the installation of these improvements prior to occupancy or within 24 months of issuance of a building permit; and b) approve the Final Plat of Somerset Subdivision, Twenty Second Addition, based upon staff's findings and conclusions stated above; and c) accept the Easement Grants to the City; and d) approve the Agreement for Public Improvements. 2. If the City Council finds that the conditions of approval for the Final Plat have not been adequately satisfied, the City Council can deny approval of the Final Plat of Somerset Subdivision, Twenty Second Addition. 3. The City Council can refer this back to staff and/or the owner for additional information. MANAGER'S RECOMMENED ACTION: The proposed Final Plat for Somerset Subdivision, Twenty Second Addition is consistent with the requirements of a major subdivision and the stipulations for approval of the Preliminary Plat, subject to approval_of a waiver of financial security for sidewalks. Therefore, it is the recommendation of the City Manager that the City Council approve Alternative #1. Approval of the resolution will allow the Final Plat for Somerset Subdivision, Twenty Second Addition and accompanying documents to be recorded in the office of the County Recorder. 2 N1W a �^ ax `az 7(� nn y�p+� a~ x �` ed, a -m"�, ` a � 5s...�F7 LTfs�r �. a LBLQOMINGTON RD xK t xsa� {rba` ft t a it x r+ ALMONDiRD " 3 rw s 3 ? W� $ LLy , NOW, w✓ e. ,,gA� 3 4 1 �" 1 SIM- W! ..xT4"� � sW 12 �Wik Somerset 22nd J -t Addition , t# i 'TW e V ,a ` ,.,.s sa Y�'s s t�«. �? "r5> �w t " A" 1l i 1 -,�I .��z.3 Y -.s� � t g dZ 4r'�.�k` � Sa a zl�� 'Za W H' eW d30R` .«_ w }Q4t a'e •c F ¢ k ; .s r ..✓., STEVENSONiDR...• is y y� ad �KINGSTONIDR asRalOtim g A��reS�PeaE NMD >€4.` I-A '�Wp � r" ,�a A t s'sR�fr,w7 Ills— IN -s .f'�+'A - ,,a'�` " '�,... w..., •zJ)� P t R' w-IL�14g->x RIP, 4..,7& f �g ,r R sFa -nASPENIRD §s3' ,e•'i�. ,Y ;.a�O e ^ s' W, s- 3 e �� 1 s. �'f s Z v s . 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Location Map Somerset 22nd Addition 4 Y � 0 375 750 1,500 T Feet 3 SONMRSET SUBDIVISION TWENTY-SECOND ADDITION, CITY OF AMES, STORY COi7N'I'Y, IOWA,AN OFFICIAL REPLAT NORTHWEST CORNER OF / / NORTHEAST CORNER OF NW CORNER OF SCM ERSEJ PROPERTY DESCRIPTION: p / OUROT W IN SOMERSET 118974'40 E SUBDINS/ON S THE PLAT OF SOMERSET SUBDIVISION TWENTY-SECOND OUROT W IN SOMERSET / SUBDNIS/ON TWENTY-FIRST ADD. 75.00%/&P �AfTEENTH ADD.ADD1T10N, BEING AN OFFICIAL REPLAT, /S DESCRIBED AS.' SUBOMSION TWENTY-RRST ADD. o / FOUND IRON p/pE 3/69 (O / Z6eae' FOUND IRON P/PE(9532 n FOUND IRON ROD 173644 _ N8924"40 E (STA7E PLANE)3482283.06 N NB9'74•10E STATE PLANE N 3482269.82 / N89'24 40 E no O,icia Win Somerset of[Subdivision Twenty-First Addition, on N 60.00;Mk ( )E 4B80686.34 / 1129.09 h!&P R I 100.00hf&P 4B87940.J7 E Olhcio/Plot, City of Ames, Story County, Iowa;AND, 4J4'94n TLOT X 7�%07 ZO.00' S6. O 590'00'00 375.02 ouUcf X in Somerset Subdivision Twentieth Add't/on, On lJ 29596' Q,UTL T h r w H OUT(0T XX 20.00' I4.46o s, ie,79.50 N86- l8' eAeo sr. v Official Plot, City of Ames, Story County, Iowa. 83J6 147.39' 147.39' I 7217 / 72.11 74.80 n75.00 75.00 170.01' Ln / N s vca ANe v p c� oo a o•79.6J' ,ram• s.oa•Pu[ +� 11 sua A¢vArc rlm,AaE VATEa� I Y Sold trot!o/land contains 17.077 Acres, more or less. Rfi O•P 'A 5.00• uarAC 1¢EacNCNr q o 21 ?'� h orLDv"¢us CNT o _ mN 15 a 16 5 y\ L As EA O ° SA Sr.�� g � 22 23 0 24 H o �� �o LOT LINE CURVE DATA: o Yu a terse tr. 0'•h 9 ia3. .I p 18 n o 1 9 w i o N ur®2 e.tt5�sr.^o e.seT ss.H o o, O Q L 34 o 9'24'407Y J 2- 77> 0 0 25 I•u� 26�f 1 8 No. LENGTHRADNS DELTA CHORD CH BEARING N `+ 1� 'Yasxt sr.`'' �C J9.44 y o to,aa sry n,T90 sr.In @<no.o1' B� moo• 2 ^Dram ss. mse>s.. 33 EI-2 2565'178.00 OB'152J 256J 585'S2 79 E Wry A q9 h t• o o �B� o o.00•sr.s ER O $ 5.64 O I S 76.04'17B.00 242E 30 7546 S69'3022E bl � �< ��h I "> E REJE 17.60'778.00 OS'3958" 17.60' S5426 OBf O N 0>( N c-¢4, ES 'B©' 20 0 KINGS -- �� 74.16 772.00 2442!O 7J58 563'57 l4 E N jo���II II Aso s•-1u .6 '•'mo' �� ``2.738� / -��� •z� Oo 4�w�I'.>e sir' h V - TONx vN?a r -o 5� !mar' 30.(16' 7200 2355'07' 29.84 SBB'7553E� e �� C-20 4 L0� D '�>Z Dix i V c-C,, 4329 177.00,� ODR �1.90 , zl..x,e E ,Pn';m°°a;? gKIN_GSTON 45.2E 117.00 22'70 rO 45.00 S4556'417V 13U' .'e8� CL�1a _ opp R• A 39.49 /17 DO4" J9.J0 525'I719re,sI $ d ' O •B h DRI VE 11.78 7.50 90'000(7" 70.61 NOO'5641'E 0OUTLOT ZZ• o0 0_M@q &£ l7.78' 7.50' 90'0000" l0.61 SB9'0319E J / - a ' O� foo.os 16.00 47.50 19'1759" 15.92 SJ4'24 19 E _ 'uT' ti �'`re S 0 x.vo• aa' "To C_ ma. \ .r 1 e`i„ /�' -- r 4� '29 mo W I \�\ C-12 46.02 47.50 553020' 44.24 502'S950 Q Q I o •�¢ ro 4 0 noo�2 •3- \ rG. tc4• "i x,xte s.r.o o o®� 00 C-13 1260' 47.50 IS17 4J" 12.56 50111 O \ `pt' 105 '?'v�^ 9 C "'a'$ "•1•+r 3a•zTsry o 28 �027 Ih $5� I C-44 72 00 47.50 15'11.41" 72.55 553'J2 J2 �@ v Ft>W' 8 o esz5 sr.ti o I ry O / yp'. h roasa ss. /g \e C 2 goax.sr� ti 19 20 C-75 4258'47.50 577120 41.1 5B6'49 02W Q Tj. s,.ts sr. ,o 0 8 .��` �+ C fy \ •-a h II ry C-16 79.44 47.50' 2J2659" 19.31 N554648 6 41'sio A r(=vA�E+scR l �I s,y�090 sr.:�.� ®\�r M1 \ 7.00' 2 I ry y 1 C-77 3 15 777.00 07 32:T2' J 75' S79'00'17 N' nc 6'URr sEwER`o X x.°°•st'er I C-18 22.34/2B.00 095959• 22.J7 5B4'46J3W O yivas A 1y �Lo�,�E wArEn 723.70' \ ,y 30 s'� V_w•cE I 5 ,oaa9' '(V\ /� ' sv' _ dfr•4rEu roses s.r. O�,Yf/ \®a,sas sr. •� 4 W 1� C-l9 JI.IO 12&00 JJ'5509" J7.02 WSX1554W H-: W 8 SB1 P�5-W61 z4y. r �� 6y45 J3 N76• r•I''z•6'T 1 OAry \ "'r'�a� a 85.00 I on '�\��OUTLOT YY C-20 1J.00 28..00 2.4555" 11.00 N745572W a, 4.. 4 a 7SO.p '0 \ K.. 45 I• E eux• ezm' C-21 70.59 172.00 2J'3050" 70.09 S11'4525'W W o �cr > O' \m 'V 590.0000 m' (,IJ '40�e "'M •,P.rsPo av\ 0 41 8 , 76'7B?o7y \°°' 36 6 \ ram\ `�k - °0,0.��31 a °oz S C-22 7..7E 28..00 02'!2/9 8.78 ;70 610E / a> \ 9aoo sr 1 Q \ 0 0 I tioQ I I C-23 56.74 28.00 74'05J0" 56.00 N09.1534 E �- Q / vl.o4' ram'I•a o." `� S`". \� 6Bo Z - 00 \ ,(. \ N6.6•;� oil 0„M 3 �// \ 2 C-24 28.65 28..00 OT77 01 28.6J N79'S4 50 E U / 2?a,-rya \ 40 GT`8 za»?oJ '4 1'.�ry \ \I� "'c sr.I V 8 1B g 17 $ 16 C-25 J7.76 28.00 OT49'46" 31.7J S5S3102E _ / / y \ 8 �jy •Arc�q 5 `\ o n - C-26 27.80'17200 09"15:T4" 27.77 N85.22 t3 H q \ § •39 '$- OUTLOT ` 'tq s,em sr. E\ `s y I .\\�a` C-27 28.07 28.00 OTOJ'15' 28.05 S862823 E p / 1 \/� •L4"�rr ZZ \r OO.y1 ®J I 01 C-28 8.78' 2B.00 02'12'19" 8.78 5875035E FN $�p� �\',� � y F �M1°".ti3 4f `PO eLsz esm C-29 56.14 28AX 14'0630 56.00 N66-791OW "s J\5 .�\0 4r a 38 aKq„ �4 0 n10 e 4 .u(, ` c C-30 51.17 72200 24'O15! 50.79' N7T5905W �� \ \ \ '6O�q er o�°y� ? �P "aye aCLAYTON C-31 JO.59122..00 142200 30.51' N58'4709W M / O o v 2 1 22 EIS f1R5� \ J 37 a k ao �ti ti' 1�60 \ "DRI VEoT A PROPRIETOR. •b R V 20 R l`� r; $\ �, a 3 C-J' $� ISamTM HUA71KER DZIEVELOPMENT LL�C.. o rj� F,� O 36 '4i' 9,Y19 sr, hM1 _.Z�`6' I S£N £R OF UROT W 105 SOUTH 16th STREET (� O 23 T\ \ , & v ryh 0 C-1 /N SOU RSET S BOWS/ON AMES,IOWA 50010 Z ar+ 4 It- qr{r.U• R'•s'4a\ r '$• `�0 sr. O � TWENY_/RST A IRON 20 O O y Lj FOUND YRON P/ 9532 O a R FURMAN,L.L.C. u 2' ; sr \ 35 i �'SB= r• i W E a O 10 r 8 y4i 4 1 0 l 803 24th STREET 19 24 25 hq '?�\ 4' .�vA �rrr,a s sr. Isa[O' AMES IOWA 50010 O Q O „0\ \ W 39 aoo. 7 Nr ER AIHVAY , O O d O Q W �\ Gov sL°`,+c aoF 9 19(RCj R.1RiEDR/CH&SONS,INC. �2 y 26 ^\�Q a< 33E<: q'94939 /r�65' I y��yel �. C��0` 61-1 EAST AMES,IOWANDIN 50 10 AY v 4 Z two� a �+ a w'uo 2 4 18 �$'\ a 32 m o o ,ram• NOTES. S Cr o r O �. YIGr s4, N o„ c W W ru N \ .qq,r �^ 31N75'9 5 'k1 v o 1B THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 7.0 w 0�' 27 Lj l uv rww / PA}MVAT CASE hN FEET/N 70.000.0 FEET. EACH LOT WITHIN THIS PLAT HAS AN a Z 0 C' OUTLOT r � 30 II O ERROR OF CLOSURE OF LESS THAN 1.0 FEET IN 5,000.0 FEET. m z O H 7A' 17 ri 2B \ d y a q t ALL CORNERS HAVE BEEN MARKED WITH IRON PIPE UNLESS d W w 5 "�� ` II q N q \Q OTHERWISE NOTED. ALL IRON PIPE SET WITHIN 77YIS PLAT HAVE A YELLOW PLAS77C No. 9532. W W EOT•,1 /D£N7/f7CA770N CAP ; O \\ 29 �� V�a(�i0 J7�g0 a y S SOIL BORINGS ARE R£OUIREO IN AREAS WITHIN THE PLAT WHICH o 16 / 1 7 RAVE BEEN IDEN77RED AS HAVING SOILS m4r MAKE (n o 15 / 20 re• CONSTRUC77ON OF BUILDINGS DIFF/CULT. / 0 m ti 6 14 LOT A OUTLOTS WW, XX, YY, AND ZZ ARE COMMON OPEN SPACES. v 7 /�-• r3 19 18 17 --LOTS A, B, C.AND D ARE PUBLIC STREET RIGHT-OF-WAY N a 12 0 LEGEND: Of r � I '(\'\ � smrroN CORNER-m,rNa As Norm � �R�Vc vI O 76 °0 4 FoOR O� PUr CO/rNER-MUND 314•f V PIPE I9=UNLESS o1HERw15F Norm N W J - �Q I1 ` 5 (,pJ15 5 • Lor conID -FOUND J74.6WN PIPE/9532 WVIL55 OMERIN5F A•OR"D M O v 4 N 4 L 0 T C I. 15 rjll°I°a° I U O LOr CORNER-SEr 114'fRON PIPE J-2 UNLESS OnZE SE NOOD u s o 10 EOT 14 SE°I 0� 3 1 ww\0SJ p PmnED DIMENSION L Y 2 0% B 9 O °(� ,n\1 N NOLS(/Rm DwEM/dV C. om SO ST CORNER F OUROT Y/N LOT A P° 1""O PMc PUBLM Uum EASENENf .D Z V\N 2 !v rt SOME ET SUBOMS/O FIRST ADDITION ,( \•(\o I a w (J FOUN IRON P/PE FJJ1 9 E7t` \p� Q� 1J ueR vwaroBrBu D ro LINE w N In h 8B'2'10 E E 488 692.72 So�ER 1 ,, �\J\5 (tRSS P 2ptJjS.t 0� ME�S� I Eµs� 0�. (STA 48 17 TE PLANE) SV S / 5\'V Dot` 12 S°15t0� so 0610 2> SrREEI ADDRESS• .w E J I, GRAPHIC SCALE u�Me rv'`RS``tr, P 11 OUROr GG In h 50 E�\ CRESCENT LOT A 11 °o tE�Ott °g (rx rxsr)w m •� SI n°1 S L mre- 5KV 0 I HEREBY CERIIr'/THAT THIS LAND SURVEYING DOCUMENT WAS PREPARED DY ME AND THE RELATED s I 556 IIT NUMBER W Wis En i tPPI-ZIT Flit gum •D��ttr. SURVEY WORK WAS PERFORMED UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY .E•���:t4 e FINAL,PLAT OF•y PRDUEC,NIIMDEA Qy LICENSED PROFESSIONAL LAND SURVEYOR UNDER THE LAWS of THE STATE OF IOWA � ;•. > SOMERSET SUBDIVISION a 35171 104t4 i tt LICENSE RENEWAL DATE.DECEMfiER 31,2009 `:•VENuro,p,l5.ra O8� w "°'s" " TWENTY-SECOND ADDITION 0029 39PS AjainrB, JIILUA 5II3ZZ DATE' APR60J0.2009 , Q sIONED' r;'�"`� AMES,STORY COUNTY IOWA d SCALE',SVNERSET DEVELOPERS ,97 'low�* e PHONE:(515)276-0467 FAX:(515)276-0217 FOR: •'1EVEN K.VENARD,PLS Date R sloxs wre ar x SHEET I OF2 I SOMERSET SUBDIVISION TWENTY-SECOND ADDITION, CITY OF AMES, STORY COUNTY, IOWA,AN OFFICIAL REPLAT NORTHWEST CORNER OF // // NORTHEAST CORNER OF o / / j OUTLOT W IN SOMERSET N8924'40 E OUTLOT W IN SOMERSET SUBDII/SION TWENTY-FIRST ADD. / / ( SUBDIVISION TWENTY-FIRST ADD. 25.00 M&P /20.00' 260.00' FOUND IRON PIPE J9532 N FOUND IRON ROD #13644 / / 80.00, 71.501 N89'24 40'E I N89.24'40'E (STATE PLANE) N J482259.82 / / N8924'40'E 100.00m&P Lr 60.09 M& E 4880686.34 1129.09 Lf&P 1_0 434.94 0 TL 0 T X X 723 7 20.00' S.6: O', 590,00 00"" 375.02295 96 TL T I L 14,460 S.F. 72 ' 89 24 40 N86' 7 18 I a,aao S.F. = I 20.00' N I Ln79.50' i2.1 1' a I I 147.39' 74'.80 75.00 75.00 120.01' iW , -_-_ 72.11-- 12.11 1 D0 a�0' 83.36' 147.39' \\ 20.00' STORMS WER AND V 0.00' P �. o� 0 1j� / 79.63' 10.00' PUE V / SURFACE WATE FLOWAGE V7 h ow LL r.3 O �15.00'SURFACE WATER?-I 15.00' dUE �, as EASEMENT p 2 1 Qq o� V 10.00' PUE N '.,T OFLOWAGE EASE ENT �1 ��,� FLgN1AGEREA E E TER . W O �I I o 'b r rn O Eb 2 3 N: I I' dE 4 O a 0 0`^o O h p Itl I' m 0 I 15 16 h •� 9,000 S.F. o a 2 2 0 0 2 4 N o o �4s5 w•N g as o Rye Edo No rn I 10,256 S.F. �� '� 13,859 S.F. A' � 'r4 � W� Q ^� Lv 3w OI I � '.� I1 8.137 S.F.^Op 8,113 S.F.�O 8.557 S.F. e�}0 25 I -� 26 pl I„o� Q �'4 �1 'So f's°O• Ib01 1 8 0 19 = 89.24'40 iV N a. 22 2 O N o I�, 10,4a7 S.F' ¢ I 1 S"q t A - PAC 19.44" Fj� y fyf4r9f O 10,410 S.F. 11,799 S.F. a a 120.01 LL� •v 10'dlBT Z 09,221 S.F. 0.00 ST. S ER O /13,921 S.F. _ k � //"I I I O O 4 w F L O ,-�/ O I •-1. /C-13C-14 C7 h9 (JD 22,585 S.F. �rN C-19 ^ O O ?w I LL E NU, r WATERUFLOW dE L..1_. Z 6•, 12.60" 42.T08� Q �� 60i^� / I o1 31.10' V O a Iv o 5.64' d72' T2�5 - o I IEASEM NT R I 01�" 112.60 / e ^i / o C-18 a p„I o a Ear' V ] l'[/ ^ '/� - Li Ov �J� �,� C-LL4 ` oo k� o b�D 0. _ 0 2O 'II �� ��q�\'N - J I• I 1 �•' R-24.002 \/ tio' lS / _ ^. O In w11,476 S.F. H ^'-F^'-Fa VVV LJ /� Zip -2 ¢ no y� s- 0 a, = 70 >. ` 2 ./ /�`9��` M to e hCi S 01V �z641 � Sao J O �- 4 ��2p, BT o C,1 w / / �,- I I NBo• .1i, D(� DO' 0 0�ti A 6 0 N5 oQo 9 r• -38' - l 4 �� C-20 �e`�a� L O 1 �Lrue!?� � ! \I V[ -a9 I m � I_I �' h 3O 0. o �01 41.75' / �T�'' t -1-00' n -�z3 i0000eD _ n °o� ) a moo' ,, �, A °°- =1Do.00 V Fs� V 4, / - 30 R=2oD00'� I I"It 13 U JU LO /qJ L.12� CL' 85. 0 -�- 3 C-CLS 6jB70' 9��+��ytp y0C �I �./j' 2." 4633'W a 2024p.E 1 O!S 2,q O - J...� 10 I I I o°� � °' �, �2 579 40' os - L U T'`'1° PUBuc S 'a T/sr' / OU TLOT ZZ o 0 2°�Q1 &4-tom s11. o -- W b �<I I 4 k l m,, 185. SZ Qt '=C_ �77� 55,831-IREtT C�21�' P/�-+ a0 19,803 o gJ�C- �i� W ,165i [r44.l.$. L!11 G1 .01 -lQ•4j S.F, a4 .�i\�� �9qO 00• N51'36'09'W 1"T O C-2� 1,-,-.-- O I� w,, �Oi '�.V4 ag\•WO �11w-' � o ` .���'1JB7G� ea, !a '�6�\S COy,SG T I7.90' 29 LU �I I }11 0 �/� 1� y9.OG ___- o 0 0 16.07: a _ �, q0 / 4 9 N o 10, � ?� •fls• \ P 4C'y 11.46' n7,21a S.F.�O o7 �i °gG \tom O 1 0 ^^ oo BD•` _ w �.2po \ `�9y.F/y =9.61• 2 Q p �� �12 �\ �, p �, Q - 0 F q p lJ ofI^ F S. w �j'e 0 �� 11 w O p J I OIL 14 O• J 'liFHl�nR'P,/ S30'23'S1'W 2 I s° 13,214 S.F.a i ry / 2 �j I�j - 9,994 S.F. ^(� 10,090 S.F. I o C'7s >'� >T� o. \ 7 7� a 8,925 S.F. ^p10,324 S.F I I N 9= 9,419 S.F. V I \ } h �o O �. m.Da•S con o 8 7 0 \ w C A 7 �aj_p 61\\ 7.00' p I I I _ 20'MBA .� O l 42 �?�'48 _ L�Wq_EREAS MENT ER I S�10,090 s.F.�ry•,-ryry \'7 o y0 gV" \o ,� 2 00' SURFACE I O I L^ - - - •.'.•/� V 10.00' PUE I RFgCEfR A OL1 723.7D' \ o �J•'6�. TER FLOWAGE WARM 10.266 S.F. •V\ \� S\\ 3 0 0 `S8 > E78.0�' I p'. EIS ER c\ 9,Sa9 S.F. \ O 0`Ww 13i1.86h9 P \ 6 p9 Mr �p `O 6�26/Sy. NT 0,kl �o /� D•\ \ 4) 7 v'V p S8�'4,0'S�'"W6. 26.33' 9 46 33 NT6• ?§� E \ e .�Vys �\ moo- G �c 85.00 o� ., Q lS L10 L/ m 0 r10 .0 \� �oP_ \ya `�i .e S90'00 00 t co Qp Z 9'40'S8• -gC 26• �P \'S '� fO •1, 15.00' PUE a / R 41 3 18zo" 6 �\� • A\ c \ / \ 9,900 S.F. P \ co ^p I a o \ \ / s8 A'O0 0 \ 9,172 S.F. 32 I I o�f- r, /CENTERLINE CURVE DATA: 40 �y e \\ /20?O �50 �9Cf f�C�,��� ��� \\ I \�j� \\ ^ 12.269 S.F.I I •+ cl� // / DELTA'-19-41 IO"/ A OUTLOT 9.600`\` A . 39 / �f �\ �e f 4'� o o• q'pP,p S.F. •F. po 1` W / /R=175.00' ,1 \\ F'9q'I1 •S / / \ \ O\ Z / L-90.68' ZZ \� ����"yh� 1 J\ •sy. C 0: CH-89.67' 21 ,V f�� �1 °F fce F 2s'To 4� a / CH BRG=5757822E \ .I`7 '\o\ S�y 38 ���`' \J 4 O� •V �.Co CCJ , v W _O` \ T 6,��� \ 9.600 S.F oO•h•� �B>�b' ,Q 7TOOs N90'00'00 0, C-C(1 C-C[6 0'\r��) \ O Cl_ DELTA=69'l52i" DELTA=24.42'10' / •9•-'� (7Q'd3 \�Ly 00' O / R-89.00' R=200.00' = V„ CP 1�,� o T==5S T 4J 89' 80' \ J \ Q 37 o h 17.60 \ o 1n 2 v L=99.81' L-86.2J' /S0 O \ 9, C-3 0 CH-94.66' CH=85.56' 3 ` SE CD,,,,I''E R OFO CH BRG-N4T38'53t CH BRG-S6J57'14" 41 725 S.F. 65 v 5 <O 36 ( C-cLJ C-C17 mso h C-1 IN SOM RSET SC O J C9 O DELTA=90'00'00' DELTA-J8'2351• 1 23 ��ll \ \ a9 N '� 2 •� a v R-24.00• R=150.00' 1 Ss \ >> F 9 O m DENY-f/RST AG �i s T-74.00' T=Sz.zJ' 180 \ \ z ti \ S X9 F• Lj1' 9,877 S.F. �I I'fi FOUND RON PlF o p L-3770' L-100.51' •SP` \ 35 air \\8sr sr,'y7' -FS°D' b• 1 I'I' 50.00' 50.00' o [Y CH-JJ.94' CH-98.65' �F •F A' I' LO SU o ¢ ~ CH BRG-NOP56'41'E CH BRG=S7O'48'OS£ 24 25 LeC1C \ \\ c,� \\2Q"� Gf fgL'f(n 11,415 S.F.N I 7��• N y 4 Q qs q T 8.00' C W O C-CL4 C-CLe BOUNDARY CURVE DATA: N TRF�J \ 34 SpO,S 006 2 93f FNT£A' PATHWAY I u > Q [_R=24.00' OR 2T�00'. 0:50' C-81 M&64'1521' 26 \\ 1 \\\ ooze LO6g4 CC eq E R9 g.9' ' TT�0 L 1i u) T-24.00' T=41.63' O A�1 4 33 �S� / ,fig L-J7.70' L=8208' R-117.00' \ I \ Z CH=JJ.94, CH-81.50' L-1J1.21' O O �lO \ / •SO' �.� 9• p Q tl CH BRG-S89'O3'f92- CH BRG=N11'45'15 E CH=124,44' 10.0, S / 18 CH BRG=S4T385J19 W L• \\ \\ / / 32 / / _ O I� C-CLS C-CL9 1: I- DELTA-23'5507- DELTA=9'15:T4' IC-B2 N&P \ O O G APHI SCALE 25.7 M& / Nub (n R-100.00' R-200.00' DELTA- 1Y378' - T=2f.18' T-1610' R-205.00' + SEE SHEET 1 FOR LOT LINE CURVE DATA. ';^ 1-4f.75' L-3232' L=6.17' I!}. CH-41.44' CH=32.29' CH-6.17' CO CH BRG=S88.1553'E CH 8RG=1V65.22'1J'W CH BRG-N89277B3V S, ,b.�-u �. ENLARGED VMW ,�. O 1 HEREBY CERRFY THAT THUS LAND SURVEYING DOCUMENT WAS PREPARED BY ME AND THE REIATEU ION. y PROIEC7 NAME 556 T.qt8 a En tTIPPTin (Ram ttn , ±n LICENSEDWPRDFESSIDNAL PERFORMED SUNRVLYOR UNDER THE RU OF THE SLATE OFD T I P1A A DULY otss••••%OWA. •V�- Ia FINAL PLAT OF PROIECE NUMBER 350 I 1 II4ft� '�`trPPt LICENSE RENEWAL DATE DECEMBER 11,2009 e` ��';, SOMERSET SUBDIVISION '08. W � pSA(Y�LE APRK 30,2009 '� ° •� _ TWENTY-SECOND ADDITION 0029 OPS �lII1nPs, JDWtt �II3ZZ STORY COUNTY IOWA SONLRSET DEVELOPERS SIGNE '�*•IOMI. io' I �S7 PHONE:(515)276-0467 FAX: (515)276-0217 FOR: STEVEN K. D,PLS ata NUMBERRenvONs DATE B'' 1 sHEET7 20F2 v