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Home My WebLink About~Master - Jewel Park - Plat 2 Y' NODVObO"E (ASSUMED) 2.647.52'(M) (� CENTERLINE SOUTH DUFF AVENUE (U.S. HIGHWAY 69 JEWEL PARK SUM M0MON PLAT 2 N. /N.4T(Y) � ��iYON ��TsDC v CENTER IDOT EON. SECT. SECT.2]-BrN 8$ SECT.2ra3-24 0 LEGAL DESCRIPTION FHD 1/2"Rao(DISTURBED) iE O.B. A PARCEL OF LAND LOCATED INRESET 3/B"CAPPED ROD THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER NOOTIO'00T 136.06'(M) 13-r P R 5O.00(Y&P) OF SECTION 23.TOWNSHIP 83 NORM IDI,RANGE 24 WEST OF THE FIFTH PRINCIPAL MERAN, -200.00'(m&P) 10.00'RU.E W v- - _11/2-ROD n Cl OF AYES.STORY COUNTY,IOWA BEING DESCRIBED AS FOLLOWS 3/4"SQUARE ROD _ BEC4W WG AT THE INTERSECTION OF THE SOUTH RIGHT-OF-WAY LINE OF JEWEL DRIVE tU.W i0 AND THE EAST RIGHT-OF-WAT LINE OF DUFF AVENUE(U.S.HIGHWAY 069).SAID INTERSECTION OX I BEND 144.47 FEET SOUTH AND 50.04 FEET EAST OF THE NORTH QUARTER CORNER OF SAID I I O I a I V SECTION 23; THENCE SOUTH 89.46'4a'EAST.49.25 FEET ALONG THE SOUTH RIGHT-OF-WAY LIME OF In- JEWEL DRIVE. I I \ a l IN I 30 O >0 80 THENCE EASTERLY.159.63 FEET ALONG THE SOUTH RIGHT-OF-WAY LOW OF JEWEL DRIVE AND \ ORTH LINE OUTLOT 1 o I ROAD EASEMENT � ~ THE ARC A CURVE CONCAVE TO THE SOUTH NTH A CENTRAL ANGLE OT4' A I v l \ I 10.00'(TYPICAL) ( I Scale: �" = 30 ft RADIUS OF ,240.69 FEET AND A CHORD THAT BERETS SOUTH 8699'4B'EAST.156.53.33 FEET; _V\ THENCE SOUTH 82'32'48'EAST.164.45'FEET ALONG THE SOUTH RIGHT-OF-WAY LINE OF JEWEL TD DRIVE; r \ v 1HEILCE EASTERLY,76.18 FEET ALONG THE SOUTH RIGHT-OF-WAY LINE OF JEWEL DRIVE AND C THE ARC OF A CURVE CONCAVE TO THE SOUTH WITH A CENTRAL ANGLE OF 0371'16',A I I In i '1 ® I ^• I APPLICANT/OWNER RADIUS OF 1.301.23 FEET AND A CHORD MAT BEARS SOUTH 80'52'10"EAST.76.17 FEET TO //�y.� 711E VEST RIGHT-OF-WAY UNE OF EMERALD DRIVE: \/ \ N I G AhUl 2]S�AIEYRANDEIl AVENUE ``�// 'C 10'D• THENCE SOUTH 0691'38'WEST,51.78 FEET ALONG THE WEST RIGHT-OF-WAY LINE OF EMERALD I I 3 I I <r Y I AYES.IOWA 30010 7MENCE SOUTHERLY,6115 FEET ALONG THE WEST RIGHT-OF-WAY LINE OF EMERALD DRIVE AND /�• 1 la Li I C Q 1 THE ARC OF A CURVE CONCAVE TO THE EAST WITH A CENTRAL ANGLE OF 06'00'00*.A RADIUS OF 60100 FEET AND A CHORD THAT BEARS SOUTH G324T)1']8'MfST,63.12 FEET; -J/ , 0 m I >Q K U y THENCE SOUTH OOMI'38'WEST.177.71 FEET ALONG THE WEST RIGHT-OF-WAY LINE OF EMERALD OJ = I DRIVE TO THE NORTH UNE OF THE SOUTH 100 FEET OF QUROT 2 W EMERALD SUBDIVISION; I I V I THENCE SOUTH B958'SS WEST.217.30 FEET ALONG THE NORTH UNE OF THE SOUTH 100 FEET I J ® OF OUTLOT 2 IN EMERALD SUBDIVISION TO THE EAST UNE OF OUTLOT I W EMERALD SUBDIVISION; I EAST LINE OUTLOT 1 I I RAILROAD THENCE NORTH DOUO'42"WEST,200.20 FEET ALONG THE EAST LINE OF OUTLOT I IN EMERALD I SET AT THESE _ ®® SUBDIVISION TO THE NORTH UNE OF SAID OUTLOT 1; I I I THREE CORNERS I- 1 b THENCE NORTH 8958'03'WEST,217.50 FEET ALONG THE NORTH UNE OF SAID OUTLOT 1 TO •' W THE EAST RIGHT-OF-WAY UNE OF DUFF AVENUE(U.S.HIGHWAY/69); 'I I THENCE NORTH OOT10'00'EAST.136.06 FEET ALONG THE EAST RIGHT-OF-WAY UNE OF DUFF 99.59'(M)100.0'(P) NDO'00'42•W 200.20'(M) 200.0'(P) (SET NOTE#5) NOOTUO'42'W 123.95' -1T ® AVENUE(U.S.HIGHWAY F69)TO THE POINT OF BEGINNING CONTAINING 2.22 ACRES MORE OR 6.0a P_U.E. ___________ __6.00'P_U.E. _2 CURVE DATA Q LESS AND SUBJECT TO ANY ESTABLISHED EASEMENTS OF RECORD. 1/2-ROD W/CAP 1/2'ROD -- ® ®� 50.00, 2 .15' (^Y, THIS 10.09'S PROPERTY IS A PART OF THE LAND DESCRIBED IN THE WARRANTY DEED RECORDED I CURVE-07* OO CURVE C29 IN BOOK 296.PAGE 5 IN THE STORY COUNTY RECORDER'S OFFICE I 19'��(Y) R/.23.69• R/.3291.23' R.O.W. _ END C-155J2T C-76.42' T /�/�V�• �' ' NORTH UNE OF SOU7M I I 1/2'PPE SB6V9'48'E 58051'03 E saL Q NOTES: 100'OF OUTLOT 2 I W I O 1. THE CURRENT OWNER OF THE PROPERTY IS JEWEL PARK L.C.AN IOWA LIMITED Q� I 7 > CURVE C-3 CURVE C-4 MLIABILin COMPANY. DEED RECORDED AS INSTRUMENT NUMBER 97-00480 IN THE \ I , v J��' �V nI a t0 A-03'18'41' A-02Y1'19- W STORY COUNTY RECORDER'S OFFICE \YI/ Q / ^I m I R•603.00' R-60100' M) L = W L-34.W L-28.30' 2 BOUNDARY SURVEY PERFORMED ON ME GROUND W JULY,1996. I I m Q SO4='4' COI'2ZI --��JJ v I 504�2'18"W 507'2Y18'W 1 CORNERS SHOW TO BE SET WILL BE ESTABLISHED WITHIN ONE YEAR OF THE I N N RECORDING OF THIS PLAT. 4. SOIL BORINGS ARE REQUIRED IN AREAS WITHIN THE SITE WHICH HAVE BEEN IDENTIFIED AREAS (SQUARE FEET ® BY THE CITY AS HAVING SOILS THAT MARE CONSTRUCTION OF BUILDING$D97TCULT. v I n ;t LOT TOTAL AREA R.O.W. S THIS CORNER TO BE RESET WITH A 5/8-ROD W/CAP 110313 IF THE EXISTING COM40 N (� 10.08' I W IS DESTROYED BY CLEARWG OPERATIONS PRIOR TO THE ESTABLISHMENT OF THE NEW w NOOTJt'38 257.43' 7 28,870 2.050 Q� LOT CORNERS. / I 'I I 2 31870 1290 7&00' 101.45' ^ 4 7,060 -- L MAXIMUM OF TWO UNITS TO BE BUILT ON LOT 6. m 1.OU'DRIVEWAY 12.00'DRIVEWAY 3 7,020 ---- - ( 7. MAXIMUM OF TWO DRIVEWAY ENTRANCES FROM EMERALD DRIVE LOCATED IN DRIVEWAY EASEMENTS Fl I EASEMENTS ASEMEN 5 I H h 6 10.870 ---- 10 g RDA�•�TYp1., I CUT X TOTALS 96.630 4,330 ® L SANITARY SERVICE LOT I SERVICED FROM SOUTH DUFF AVENUE.LOTS 2.3,4.5,AND 8 I y I I u I I (SEE NOTE/5) 2.22 ACRES SERVICED FROM EMERALD DRIVE NTH A MAXIMUM OF TWO SERVICE CONNECTIONS TO THE EXISTING SEWER UNE 8 rj 4 y• 9J ALL BUILDING SETBACKS ALONG JEWEL DRIVE TO BE MEASURED FROM THE LOT LINES 030 f0 n NO ACCESS ALLOWED TO LOT 7 FROM SOUTH DUFF AVENUE 3313w 3309 3305 3oX uI IEND` 0 C N\ I1. ACCESS TO LOT 2 WALL ONLY BE ALLOWED FROM JEWEL DRIVE I I I 10.00'SANITARY ^n N `I\V\ 10.00'P. (TYPICAL) I M� 1/Y ROD SEWER EASEMENT ? E , 30 0 MONUMENT FOUND AS NOTED NO,ACCESS ALLOWED TO LOT 3 FROM JEWE1 DRIVE n I 0.05'EAST --tT�---- --- -I- EN TIE ON LOT UNE) D; I ►p ' _ -,`*r.01,lL!!!1l9,i1.p02J;ryF OF CORNER 50.00' 70.00' 49.71' C- O_] 10.0i I U �''E"1 H O OTBE/SET SET ROD s/e''ROD3W/GWP�1031JD 11 NO PARTING ALLOWED ALONG THE SOUTH SIDE OF JEWEL 0RI�\11DjACF�r�{� STJ�DIry19,1Y1 1'- - �� .i�tE�GW"F r"P 1 SOO'01'38•W 177.71'(M) CURVE DATA M SECTION CORNER FOUND As NOTED 14. INSTALLATION OF SENL7t,WATER AND SUMP SERVICE$ till uAilFi�iv '!j. I ( &P) S06'01'38•x, LOT CORNERS FRONTING THE STREETS ARE FUGCED poSl1RlEY0R'S NOTE: 44� �I D6b0'OO- 51 7 . f (P) PLATTED OR RECORD DIMENSION a- ALL LOT CORNERS SHOW TO BE SET NAVE BEEN EST 4M7'FEBRUARY 26,1997. 44,i��A, vl3 R 603.00• 6 (M) (Y) MEASURED DIMENSION J All COIINERS ARE WITNESSED NTH A FLAGGED LATH` WATH THE CCRRESPONDINc -� , 1Hi EMERALD DRIVE L 63.,5• R.O.W. RIGHT-Hr-WAY O Y. LOT NUMBERS o O 81� E./ `,_ I!I o C� C63-12'U'JILLIA6Ui M. e�" nl 3 1,38" ® STREET YADDRESS LINE I S03TD1'38'W PROPERTY LINE /® aU 0 I P.I.I.E. PUBLIC UTILITY EASEMENT AUS�iiV M� -y- - - - - - - - -- i R ( NO. REVISIONI GATE ^. CfRTInClAbW IO mH1 A4RR1DH Y H M WL PLAT T E R G A it:7d Sa Group•Ina J]LSEN DESIGN BUILD.INC LOCATION: i1ElD BOOK: 56 SCALE: 7'-30 DESONCO or. WA d1AW BY: WA Enyu.4n H1nd SurY.7an - K•NJ Mfil•9[Hn tmU 235 Al£ItANDER AVENUE CITY OF AYES CAD iYL J:\JOBS\%067\ CHECKED BY, WA 801 S7F 9th Sr.SUITE N ' r L ua DAIc 11.Hwt AMES, IOWA 50010 STORY COUNTY,IOWA DwrE: 02/28/97 DES YOD1E5.IOWA SOD09 NE 1 4 SECT.23-83-24 WORK ORDER NO.%067.01FP SHEET 1 O 1 FILE NO.: 96067.01 (515) 286-4823 tttdJJJ(111!(!7:!!