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HomeMy WebLinkAboutPlot Plan 1 of 3' Grou Land Surveyors 494 Gradle Drive Phone: 317.844.3333 Carmel, IN 46032 Fax: 317.844.3383 www.SEAGroupLLC.com PLOT PLAN 10475 Hussey Lane Carmel, IN I � NOTE: THE FEMA FPG (FLOOD PROTECTION GRADE) FOR THIS RESIDENCE IS 803.2. TWO FEET ABOUVE THE BASE FLOOD ELVATION. NOTE: THE 100 YEAR BASE FLOOD ELEVATION FOR THIS LOT RUNS FROM 800.0 AT SOUTH END OF PROPERTY UP TO 804.0 AT NORTH END PROPOERTY FIRM MAP 18057CO216G DATED NOV. 19, 2014 NOTE: PART OF THIS LOT IS AFFECTED BY THE FLOODWAY AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA COMMUNITY NAME TOWN OF FISHERS, COMMUNITY NUMBER 180083 PANEL NUMBER 0216 G MAP NUMBER 18057CO216G, DATED NOVEMBER 19, 2014. LOCATION OF UTILITY LOT= 574,363 tS.F. DRIVE= 137,995 S.F. RESIDENCE= 17,567 S.F. PORCHS= 705 S.F. POOL DECK= 10,733 S.F. POOL= 1,000 S.F. GARAGES= 2,065 S.F. WALKS= 1,730 S.F. BARN= 5,000 S.F. BUILDING WIDTH = 249.3 LOT COVERAGE AT 30.7t% NOTE: MIMIMUM FLOOD PROTECTION GRADE=804.0 PREPARED FOR: � HOSS BUILD�RS FLOODWAY LATERALS ON PLOT PLAN ABOVE ADJACENT ROAD ASSUMED NORTH � �7 18057CO216G Dated 11/19/2014 ARE GENERAL LOCATIONS CENTERLINE. �824.0 FOR rr r j�j PER PLAN AND SHOULD BE N >� �+J VERIFIED IN THE FIELD. THIS LOT) SCALE 1=40 •11 M.E,� 0 26.0 azs o NOTE: � � BUILDER TO ENSURE POSITIVE ROAD CENTERLINE GRADE X 827.4 RUNS FROM ELEVATION 818.0 NOTE: FLOW AWAY FROM CULVERT TO BE PLACED a� - � STRUCTURE. ON SOUTH LINE UP TO 827.0 _ ON THE NORTH SIDE.ROAD UNDER DRIVE AT ROADSIDE GRADE AT DRIVE=823.0 EXIS TNGNVERTS TO MATCH � �,$��4 _ PR�POSED 20� BMP � - _ a 3.s � �--__ ESMT 4�7 � _ _' _ \ '_ �_ � X 826'2$ ` - S%8° ��4„ Patricia G Karsell \ DB 347, pg 782 � \ �� � x a2s.zs -_--- ��d gen� E 685�92' (6g5 3, � � -___ Fo M a �-��pe ��nex sz3.2z & 6g5•4p / � a2 .is .05 �� \ / X s�4.2o \ro �-oi___ � � � � � \ X 824.34 �`-, � � / x 822.81�� � -__________ �� \ � �� / / X 22.14 � � a, 3 x 825.39 � / / x 822.15 �� I � � � \ i �'' . a � N '=or=' � � � � _ - x $2 .2$ / x 823.80 � � ' � _'' -:j-82� 62 _ % I o � / � J (� � X 8�. �Jj�,., � / " $22.73 / � � � � _ � I � �J �� LL � I`7 $'2 .�rj t o�.a'o'-� � � � 12'ASPHALT / _ _ x 82 .2�J �� n d o'nL� \ x s2�.�2 � / � ______ PROPpsEp 20, �� ��.y � o � I'� y DRIVE x , - c I � x`�1.4 4„ Iron Pi � / --__ BMP o Q/ i.a � � l l / -- ESMT i � � � o Q = 0 3' S of Co, 0.2 0 �_ � x 821. � an.s3 � � � � o�T �2 x � i � l / /� xais.54 sis.o3 --'---____ -,'� ------ ----- $��-------1r- N -J �P MEG / 1 / / � � � / �� � 80t5 / � S / � / x 816,81 � � '---__ �j p w Rebar Fnd��ent N = l ti \ \ x 3.os/ X azz.4z � x azi.zs � � � � / x ay,.8 � i , ,' --- �o � � � 1 l � �s, \ � �� � � i / � � l / � � � � - 1 �p x a2�.2� / / � f ( 5�,� 2.8' S a�'d 0.8� � / / �i /� X 820.72 � / � / / �,5 ��, m W of Cor EP' Flood Zone AE � � / X s.�3,'�'lg�� � p � � / � / / / / l � � / l f �/ � � , / r j / � " y i J o / �/� 18057CO216G Dated 11/19/2014 �_ _ _ - � � / � � � � l / i� i � � $�b,�3� o , _--- 1 / / � 9�� � �` � � �s2o.o� / / ' � x 8 �.05 \ / / � /� x ,s.�s � /. � � /� � � /o �' �$p� \ Z � / � � ' S�. �� x 822.54 � - - � / / / / � / y /� � N � \ \ � X 8 .15 / / � / x 816.65 � / / � / % � /� / "P �-ao�:oo a � � � X a2i.2a � / / � / � , � / so�.s i \ �ron pm EOU�a / � / x 82o.s� / G�arolyn Sue Lanter d Lynn � / � � � � / � / � � ; � / / / � i � x 1 � �c� ��ntine / � � / � / � l; � / / / / � i � I 1 / X ais.ssSAN. 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OAS '� _ _ _ - X 808.7 / / /� S(54.87 1 /� � ��r. _ i � \ � � / / N v - /� i � e�"ri & 0.2' xVJa �_ �- x 803.56 ,� l i� � / � x aos.3s � / / / � � Z / � 82� % � �aoo. s � / / � � � � N - - - - � � / / / 803.29 � - � � X 801 4 / � � - . � / > sos.�s / \ �� � � �8�? I / � - - � � x so5 0 � �c-o i � � / Z i /� � `b0 � � / � x ao . X ao .�s x ao�.s3 i z N w / / � / � � - - -- 3� �� W -------- ---� � � soo.��BM#1 Pt #1999 \ � � / --- s�. \ i� / � � --------- / ----------------------------- �� � � 13.55' � W� Rebar W/ Red Cap \ �� ---- , --------- � _�--- ----/ � x 03.53 � / i N:1707401J2 � /� N �-- "-------- -- -� ----- - -----a , N / x ao5.42 06 eos o � � � E:187557.62 r.�b � o Q o $ 2a.s � x � Elev: 800.90 c� ``' \ o�' z x os.4� � o R / ��c�Rq ' x ao . � aoi.4i / ;,� Grazier � eos.o " e sosF 80g s 2.ss � \ � � `''' DR 315-651 � �� �t �� N � / x ao5.42 2892 ? / x $O 500 1R Flood 80 � � \ �i � z � •83 / � o Affidavit of Survivorship o �' �'��P� � / / _ 057CO216G Dated 11/19/2014 i Q w z / o Inst. #2003-1139 aai-� x ^ \ C .G? I / \ ASPHALT � � \ /,�� �/�/ C Q � Z � E� � / � M / DRIVE / � N�j '�y � W / o a.�� a � � x 803. 31.92' � � i � Q� / a� I � N � �qR `� / _ y8 .03 W / � O %' 80rJ. x 804.56 / � g � �2 f��� ASPHALT / / M F�qRqc ��' / � � x\��� $7 OO�O / w I � � N DRNE � g^_F � � �X \ a� Q I � � p1 � Ih „0c��, N \ jjjjjj��� M Z / ` r DR VEPHALT J Z.O .o x 8 0 �. 9 7 �i / X 800.44 �i \ 1;' Q z / 1 4� / 9.00 `� � � FLOODWAY �k � ¢ X 8 .44 eo. � 2.00• � 8.4 � \ \ 8 0 1 7 " d 9 057CO216G Dated 11/19/2014 i� 3.08' � ROOF DRIAN � � � � w � SEWERAND .y X H .OH � �' � � x HOO. 6 N ��.SH, I / �C� ~ WATERLINE "s N �� s.sao o.'� i � z z Carolyn Sue Lanter and Lynn M N CROSSING. ap o o 5 � i CONC.CRADLE � I 2• �'��� � 2'. ��F RIAN pORCH N N � � \ � G O a Ballentine � p / Z use� iF a0 � ao 3.08� _ 14.92 N X 800. 4 Q a N �¢p.e,�.0 I MOF36" O i.os .� � \ Q Inst. #204-32282 � � X OF�$��ARATIO 'v y 1 a a o N 2.42���• 8 0 5. � / � � w ISNOT S x 804. 5 806.0 Y ��\o �s.oe aoo.2z � / � w 0 0 2 3 3, 7 9 4 f S. F. ao / iq.s22 a2.2� Q o �.00 � I � 17 .9' .33 N' n� 3 � o � x 00.90 � U W C� t,,o � N � o \ i e. o o'N i / � Q m 5. 3 6 7 i A c s. �; ``t�M . w 21.3 � M V 22.00' � � 245.9' �� N / � a 804.42 � x 2.09 17 0""' � � % W E- > �' x 80 0 � ?>x 802.71 00.87 � \ � m z > I � � \ .�%�o � Z4.4Z� i+� PO CH � / W ' / "� .00' M 4.25' � � z m � � I / Q3.90 'Yb.s I PORCH � 803.2 CRAWL 16.92� 1. x 80 46 i W � 5.00' � �(N 1017 o I PORCH M 27•92' �� Flood Zon AE I // \ � O Q °� / � Z X$ 4•2� � 3,00�w RESIDENCE r� a� � w w W O � oo FRM & MSY .33' a, � 18057CO216G Dat 11/19/2014 i �/ \ (� (� w o / m o- J PROPOSED X$00.68 � O z a' � ^' MW J FFE=808.4t o PATIO o w / � � � � � (� ~ O � DR VE LT �.OZ � .56' � ^' x 802. 6 � � �\ � 0 � Z _ ��_ 801.15 0 80 0 � ' � x $OZ.BB fV o 0 BOO.G � � / � W � - � - � N / SUMP OUTLET N 1.7511.921.75'0 28.00' 0 8 .00 �x 79 86 � � � � - -0- - - - � N x 803.61 7.08' o � � o o X 99.76 p o p � � 803.31 8.33' cr o 0 0 0 � � Z o \ SE Corner W Half NE� Sec 10-17-3E � $0� � x 803.01 /�/ ; � �w„18,g2�� PORCH 6.67'M 6.67 � I � FLOODWAY a� � � �+ 13. � � I 18057CO216G Dated 11/19/2014 � � o � S W C o n e r E H a l f N E� S e c 1 0- 1 7- 3 E/ � w 1 9• 9 2""- � „ a � � � o�i � (Line of Pipe held from north � eo,o ROOF DRIAN gp ' �� a�� �,\�� � i ��� � mi dpoin t, ex ten de d to sec tion line) � �oo.00' 8040 � �,,,\" � II '"' �� / I / I � �.°c...�a I � * 800.32 � \ / � / I X 801.82 � ooa o� x 800.33 x��� 6 � 0 0. 2 5I 1 � ./1 � a x 802.49 � I I eos.o Q,��o�' � � I ('p % // � eAR - � I p`�' �� � � I I �1, °� / �9 � x 803.43 �8p4 3.2 I� WALK CONC pOOL 4�^� $�� I JO °�� X 803.95 3� � I`�02.38 POOL 8.07 I� 00 � i � ��� I � M E G $ 3 - I� DECK I _ �� ao3 I�I I ' X � �801.5 � � soa s i x g03.63 � -- - � � - N 89'53'16" E 115.75' -> - x- x- x- x 100.0 ' X 803.77 � 8 2.�7802.40 x 801.35 - APparent NE Cor " $o5.so 8040 �.3o X�9 � - x�o � x aoo.2o ""E� N 89°53'16" E 115.75' at Corner ME.G Cedorpoint Sub) X$ ROOF DRIAN go'o x$02.�5 �� N 89°53'16" E ' / �i\ \ P� e Found (Rebor Fnd 8.1' S of Section Line 8 3.6 x 803.39 DAY uGHT WITH � X gp ,2g ' �}-'- � -- x � 8o ANIMAL GUARD I x g2 � 0� / 8p2 � j\ � 2' 1 SBCt ne 0'22 3 Ni 3 B � I � - � � . � °Rebor online & � � / x 801.38 / ANIM IGHT RD /� i i o \ y � o � n � (n I� x g00.24 N 8 9 5 3 1 6 E go2 DAY LIGHT W og a o o. �4 i i o �% 8.74� // L GU9 D OZ // a � w x I7�J.34 �\ ( / $ � I x 02.39 / / � / \ I / x 802.29 � / x 802.49 X 802.60 x x 8 0 2. 1 1 � Q W z i c D \\ I "$��23�Ix8��� 3 /� P� J X 800.94 8 �� � W w �� � x - ae�- � � N p R�`f` � �� 6 �W Q� � �� s�. s s. z, i� � x soi.�5 � X � s.ti w s�i.� s' / �,� _� `a�' T--- _ � � w j / � - �1799.95 \ / / / - - - �_� � �I \ x Otl.99 � FLOODWAY � � � � W Z - -� -1 _ 18057CO216G Dated 11/19/2014 O Q � - 99.02 800 � i� / � w�z I � _ � �����e -� �' \ � o ; \ I T ----___ °' NORMAL POOL=801.0 1 - - `�' x soi.as �bo.ia m z z i \ I I 1 Z -- --_ w x soi. 8� � x aoo.ss BOTTOM=787.0 x soo.�i \ � I o J 798� 4 x' 8J ��� � � LAND DESCRIPTION � ,4s� x soo.3s x soo.o� _--- W p w ix �ss.4s� I� 1� � Property Address: 10405 Hussey Lane, Carmel, IN � � - o // / � W m I I�' l r`? � / � � U W I x so .2s o / cn Q 00 i Px 798.� �s.iz Land Description r� � ��� / � - � W a� i � � � N A part of the East Half of the Northeast Quarter of Section 10, Township 17 � �� ��� / �� > W E- i I � � North, Range 3 East in Hamilton County, Indiana, being more particularly � �tfb.as � � ~ m z � I �� � described as follows: x OOJ4 / � I / 8 0. 5 z 0� W � � I 1 / � Beginning at a point in the South line of said Half Quarter Section distant / x $oo.00 FUTURE OUTLET PIPE p� Q z� \ �� � I � 660 feet West of the Southeast Corner thereof and running thence Northerly �IZE TO BE DETEF��F� W w w � i � N and parallel with East line of said Half Quarter Section 226.0 feet to the x� � � � �� w c� i place of beginning of this description; running thence Northwesterly on a �� � X �s�.s�sa� Q� i I � /� � O� z I 99�42 � forward deflection angle of 80 degrees 26 minutes to the left, 413.55 feet � �~ i � o to a point; running thence Northerly and parallel with the West line of said � \ � w i � / � o Half Quarter Section 138.24 feet to a point; running thence Northwesterly on � / a i x ��.as � o a forward deflection angle of 77 degrees 04 minutes to the left, 163.2 feet x 00.43 x o.� � � � ��75 to a point; running thence Northwesterly on a forward deflection angle of 25 � X 7 9 9' 5 1 � � degrees 42 minutes 30 seconds to the right, 133.5 feet to a point in the / X •27 X 79 '41 \ � West line of said Half Quarter Section; running thence Northerly upon and 99.33 X 7gg,10 // I � ( 500 1R Flood x �ss.52 ' 798•�� � � i � � I along said West line 125.2 feet to a point; running thence Southeasterly on 18057CO216G Dated 11/19/2014 �gg � x �ss.i� / i � a forward deflection angle of 101 degrees 16 minutes to the right, 695.4 � / ix 7gg, 3 feet b deed and 685.3 feet b measurement to a oint; runnin thence � � � ��/ 161 173± S F� / i ( � Southerly and parallel to the East line of said Half Quarter Section 319.8 � � � � � � � � � � feet to the place of beginning, containing in all 4.107 acres, more or less; x s�fai2 x �ss. / � � 79916 / �. 700± Acs . �./ � x�s ,� .� being subject, however to a pipe line easement and subject, also, to any � other legal easements or rights of way. � � x �ss.ss � � �sa. I I \ X �sa.�� �ss.so X �sa.4i x 798.54 �s.25 x �9�.69 X 798.49 i � X Also, a art of the East Half of the Northeast Quarter of Section 10, � X 798.94 �53'16" E s.s7 P X x �ss.4s X �99, � X 798 43 x�ss.so -- -� . x 798.81 =;`799.11 799 �a --- x��,0_ ��- ME �98•�o Township 17 North, Range 3 East in Hamilton County, Indiana, being more MEG � x particularly described as follows: 7998 S 89°53'16" W 548.18' 798 Beginning at a point in the South line of said Half Quarter Section, distant � 660.0 feet West of the Southeast corner thereof and running thence Westerly � upon and along said South line 672.5 feet by deed and 669.4 feet by measurement upon and along said South line 672.5 feet by deed and 669.4 � feet by measurement to the Southwest corner of said Half Quarter Section; / running thence Northerly upon and along the West line of said Half Quarter / Section 556.4 feet to a point; running thence Southeasterly on a forward � deflection angle of 128 degrees 38 minutes 30 seconds to the right, 133.5 � feet to a point; running thence Southeasterly on a forward deflection angle � of 25 degrees 42 minutes 30 seconds to the left, 163.2 feet to a point; � running thence Southerly and parallel to the West line aforesaid, 138.24 feet to a point; running thence Southeasterly on a forward deflection angle of 80 � degrees 06 minutes to the left, 413.55 feet to a point; running thence x ao3.s� / Southerly and parallel to the East line of said Half Quarter Section 226.0 / feet to the place of beginning; containing in all, 5.337 acres, more or less; ��������� I G 0�00�� / � being subject, however, to a pipe line easement and subject, also, to any ��� G�A �/S ��� � other legal easements or rights-of way. � "�/ ��/ ��� � •'F,G � S T E •. / � �� � � � RF���'• �� o ��°� I ��s '.�� � � O' : : � � � : LS20200083 � � � � : : � � . � � :o� STATE OF :' � � . � ���1-9 A0�- �ND I AN P•'' O�� . QL � ��� /'/O °�essssee�°5������� �� $UR� � ����rm����ve�o��° Sheet Number : 1 of 3 NOTE: RESIDENCE FFE TO BE NO LOWER THAN 12 INCHES // // // / / // Also, a part of the Southeast Quarter of Section 10, Township 17 North, Range 3 East in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest corner, East Half, Northeast Quarter (Iron Pipe found 4.2 feet north) thence North 89 degrees 53 minutes 16 seconds East (bearings assumed from Indiana State Plane East Zone and SEA Group Project #R18-4542, field work completed January 17, 2019) along the North line of Southeast Quarter of said Section 10 a distance of 8.74 feet to the Point of Beginning; thence continue North 89 degrees 53 minutes 16 seconds East along said North line 544.94 feet to the West line of real estate described in Instrument number 2018-36126 "Mahvash,-K LLC'; thence South 00 degrees 10 minutes 32 seconds East along the West line thereof 294.89 feet; thence South 89 degrees 53 minutes 16 seconds West parallel with said North line 548.18 feet to the East line of Cedar Point Subdivision as Recorded in Plat Book 6, pages 131-132 in the Office of the Recorder, Hamilton County, Indiana; thence North 00 degrees 27 minutes 16 seconds East along said East line and the northerly extension thereof 294.90 feet to the Point of Beginning, Containing 3.700 acres more or less.