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TRA 0T NO. 2978 <br /> N R�' <br /> SUMMONS OF SW "UUIN CO1N 'Y <br /> RA <br /> ' 'UNIT <br /> IOWA SU8"IOMSION OF A PORWN OF <br /> f"D 314" IRON PIPE SEC17ONS 27 AND 28, <br /> TAGGED L.S. 4876 <br /> r: 1 N., A 6 E'., M. D. 8. & 1M., <br /> F MY OF SI`CCK` ON, <br /> �o'SCALE NA( 1� J � � ?� <br /> "S 15 -HYSELL ENGINEERS' <br /> THOMPSON <br /> N 6904.8'40" E r �•. o r r, <br /> i ,. 3 � S 29 59 11 W(R2 <br /> 31.24 � • ° , <br /> *�C, $ 29 59 26 w , \ !�• ��IG�N KEITt1 G011 'ANIFS <br /> 30.04 <br /> 14 <br /> 1016 12th S��` Ef O TO, Ir•U NG4 <br /> 52 �,, 13 <br /> AUG'USI; 1999 <br /> 51 12' <br /> 2A�yrN, <br /> N 102536" W .. '._. 0 )NIT � O. � 28 y�°°� NOTES <br /> 28..34 3 �9 <br /> Y. ALL OIsmcfS,ARE MEASL/RED UNLESS OTHERWISE NOTED. <br /> ! 49 M" 10 <y 2. A 10' PV" UTILITY EASEMENT HAS BEEN DEDICATED <br /> C/l,� ALONG ALL STRED S AS SItOWN ON MIS UAP- <br /> S. <br /> 54°06'40" E 2 i� 4--g ��D�' `�'�rp `fes ' A SET A. 5'6`1 WITNESS CORNER, ON LOT L NE.PROJECrAM <br /> 29.74',• 4h!' 11 �. J ``�'�� �'' '� <br /> FOR LOT CORNERS FACING A RCIADNG4Y. �CHIS£CED 11+„ <br /> 47 S Qp° / IN CONCRETE SIDEWALK) <br /> 42.83' ��•, s©�� / 4. SEE SHEET .FOR ADDITIONAL NOTES, REFERENCES. BASIS OF <br /> 'r r "ING:S AND LEGEND. <br /> 14 <br /> 12 46 g; gy py/S NYJTE; ACCESS RIGHTS TO .CORNEfR'L07S ARE RESTRICT60 <br /> `p <br /> IN CONFORMANCE WITH C/1Y OF SIOCKION SWOMISIQN DESIGN <br /> 5D.4D �,_ o 459�?.� <br /> ., �TANI�AI�'AS DRAWING N0. 6y CONFIGURAT�N. FURTi#.R, <br /> THE DEVELOPER <br /> 4, �' DF .THE. $UODIYISJON SHALL SELECT THE STREETS ABUTTING INE CORNET? <br /> 9 1` 44 W$. UPON WHJCPi ACCESS IS IO BE PROVIDED AND ACCESS IS HEREBY <br /> ( RETED <br /> 21 43 STRICON ALL OTHER FRONTAGES. <br /> 8 14 E SHE 42 <br /> — 20 22 41 <br /> 2 2,Lq <br /> 3919 <br /> a 16` 24 28 <br /> 56 « �� <br /> 4 5 )I 18 29 <br /> -42 <br /> ao4�� 25' 27 r)FF <br /> 39 „ W. 335.28 N • 26 `, %30 ,. � . / !^'P� ! 1 <br /> N 81032'54 W ! )(R6) ..... <br /> N 84 20 42 W ...... N �9° ! � 40 <br /> �(_;,�, ,- <br /> o 53 58 1 1 a I 39.1s M>(Rs) Iv 4 �36 `� \ RAS 39 <br /> Ry750.00' I 3• ( J xR>S ' <br /> r� <br /> 7 � � N 73°31'14" W SO.if �)(R6)....: � r� �� 'dry �,'�j��� �.1� <br /> L-129.58'............: , 'l � L ' 17 !y .-� 33 <br /> CHa=19. 2 N 67043W" W 65.74(M)(R6) ` Q �ti' 3 � <br /> $ 6 0849") <br /> (R5) C,0, N 2s°9'14" E�.2s'lM»Rsj...: � 35 ��' �' � �' � <br /> N, FAQ • -T___- ,� r ! 32 0., .; <br /> ,! WAY59 <br /> - C * "� <br /> N 61 40 4s w roo.oa(M)(Rs)"�" �.... J4 <br /> N 44°05'04" W 52.45'(M)(R6)......... ��� �(✓ ��\ ( : <br /> - CU STA /• ..,•� �',� 0� ©, � ' <br /> RADIUS LENGTH CHORD CH.BEARING '�S' �►: �✓ 1 <br /> y 9 <br /> 1 7v 4 39 2 '- 9. 7 9. 3T N 74;� '� 'j`��o `�. 3 2. <br /> `SO C) 53 MOTS 72 ACRES <br /> �- STREET.R/W 84 ACRES <br /> 7 1771 103004 131.04 130.95 N 8 1955 � ' <br /> '- ' 35. ' N 28 1° 3 (R6) 4 ,,� f' rpTAt UNIT NO.. 36) 12.52 ACRES (GR055) <br /> 1y0 1-p.,ti� <br /> N 2,901Y1411 E <br /> P,JVXKTDN\143254\M4PS)lUN/136-9 05/19 2000 06:54 SHEET .3 Of 5 <br />