Loading...
HomeMy WebLinkAbout1074.95.5MI L KI JI HI GI Fl El DI Cl AI 2 I 3 4 I 5 6 7 I 8 9 10 11 ( 12 13 14 15 NW COR. NW 1/4 SECTION 11- 17N -3E (ASSUMED BEARING) 106TH STREET 500`00'00 "W ROBERTS. & ELIZABETH W. BODNER 660.00 II BEGINNING POINT (RAIL ROAD SPIKE) W.D. 320, PG. 439 > I a n. "PWP w 4 4' FENCE 1 eoo �$09� O= ?^ �, ,o + z 00 rn rn n �;, Q oo cD r � p o O *3 "PIN >- 00 0000 0' I I 1 100 YEAR FLOOD I•-- CU Z Z ° �3 "PINE SCALED A DISTANCE 1. �. Z - - '^p FROM FLOOD BOUNDARY ��5 l a �� � Ul ~ �' 1 "TREE MAP ° 800 M 0 11810012C Z BASE ELEVATION FROM - 810.00 a. 0 PER FLOOD INSURANCE STUDY o r10 FOR THE CITY OF CARMEL, HAMILTON a- 0 COUNTY 0� INV.- 805.95 REVISED NOV. % igao PLATE 06P 24" CMP 24 "CMP o X-9 0 Q [EDGE otK 24 M OVERHEAD ELECTRIC LINE J +INV.- 805.68 6 R F INV.- 805.95 zo��E s Q� o + + I io a �4" PINE PWP SANITARY MANHOLE 4 T.C. - 807.85 INV.- 802.27 N 10 "PVC INV.- 802.39�S.� -10 PVC �4" PINE LLJ w �h J1�yQ,01 Ln I � O h 0 -00 he\� OVERHEAD ELECTRIC LINE O O CD Q CD h O a �y LLJ Ow CD �5" PINE CD b O 5" PINE O ;5f5" PINE p SANITARY MANHOLE # 5 T.C. - 808.13 p INV.- 803.36 N.) -10 "PVC z �5" PINE INV.- 803.46 �S.) -10 "PVC O PINE PWP W 5" PINE OVERHEAD ELECTRIC LINE p 11 "WALNUT = 3" P111 21'CHERRY Op , 0 11 ASH ` O J INE p3 �i O h Q h r N90 °00'00"W �• e OVERHEAD ELECTRIC LINE \�� 65.00' ' Q Q O ° 624.5' N89 °1 5'00 "E 1t 11 0 ��6 ti1 EXISTING +� GRAVEL TO BE REMOVED .50 PROPOSED ADDITION TO STRUCTURE 2,�0 ob�K EXISTING CONIC. o TO BE REMO h + I+0 a + + $,yo• h + 3' SpN MEND 60- •r �r 99 4 0 a e� \/ k °c k1 �1• JOHN N. & EUNA R. PITTMAN W.D. 239, PG. 153 -154 EXISTING 2 STY STONE & FRAME STRUCTURE (GRAVEL) S89 015'00 "W p a. a 00 �a` cn MERIDIAN PILGRIM ASSOCIATES, LTD. o lb ca °: (W.D. BK. 346, PG. 649 -652) SANITARY MANHOLE 6 /V ° T.C. -81 . 4 %, �' (NAME CHANGED TO MERIDIAN 465 w ° INV.- 804.42(N. & S.) -10 "PVC �`��,� N,345 �` ASSOCIATES, LTD. INSTR.# 8514817) . o, oo "w 60 00 5 w �V I O SI 3 0 �6i LAND DESCRPTION Part of the Northwest 'Quarter of Section 11. Township 17 North, Range 3 East in SF Thy NO' 9��M \��- Hamilton County. Indiana, being more particularly described as follows: T. C. ANHOLE # 7 cTG41'sS6 ��j�J, 2�5 �� N \�15E F� SpR \�1 INV.- 807.83(N. & S.) -10 "PVC ��` �� � \c 5�-R� 5 �H� R�- Commencing at a 5/8 inch rebor at the Northwest corner of the Northwest Quarter -0 ,p SA of said Section 11; thence South 00 degrees 00 minutes 00 seconds West wP 41 (Assumed Bearing) along the West line of said Northwest Quarter Section a distance 9 of 660.00 feet to a rail road spike at the Point of Beginning; thence North 89 "� degrees 15 minutes 00 seconds East a distance of 1188.00 feet to a point on a >>sr6J brick wall column; thence South 00 degrees 00 minutes 00 seconds West, parallel with said west line, a distance of 660.00 feet to a point on a brick wall column; thence South 89 degrees 15 minutes 00 seconds West a distance of 528.00 feet to a point on . a brick wall column; thence South 64 degrees 22 minutes 00 seconds West a distance of 42.99 feet to a point on a brick wall column; thence South 16 degrees 14 minutes 35 seconds West a distance of 66.92 feet to the northeast corner of The Reserve at Springmill Section 1, a subdivision in Hamilton County, Indiana, the plat of which is recorded as Instrument No. 9427146 in the Office of the Recorder of Hamilton County, Indiana (the next four described courses being along the northerly line thereof); thence North 73 degrees 45 minutes 25 seconds West a distance of 60.00 feet; thence South 73 degrees 00 minutes 00 seconds West a distance of 275.38 feet; thence North 48 degrees 54 minutes 12 seconds West a distance of 287.31 feet; thence North 90 degrees 00 minutes 00 seconds West a distance of 65.00 feet to the west line of the Northwest Quarter Section; thence North 00 degrees 00 minutes 00 seconds East along the west line of said Northwest Quarter Section a distance of 609.08 feet to the Beginning Point, containing 18.900 acres, more or less. r h 432.1' JOHN T. & EDITH KIRK W.D. 270, PG. 76 -77 NOTE: PLOT PLAN DEPICTS ONLY THOSE IMPROVEMENTS AFFECTED BY PROPOSED ADDITION ZONING S -2 MINIMUM FRONT YARD 35' MINIMUM SIDE YARD 20' MINIMUM AGGREGATE OF SIDE YARD 40' MINIMUM REAR YARD 15' RECORDING INFO WARRANTY DEED 338 PAGES 667 -668 BRICK WALL ON LINE 528.00' i% w z J z O J J Q Y U_ tY M ASSUMED NORTH SCALE 1" 50' GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. oL J 00- Iw- Q 00 Lo Q co U I N C° z Q O CD 0 J =J d Z Q w Z Y U Q _o m w p C Q CEn Q J Z r • • 200 Revisions 107 #9� No. * S0389 �Ar STATE OF �NDI AN P, 'z� •� D SURV CERTIFIED BY THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF SCHNEIDER ENGINEERING CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF SCHNEIDER ENGINEERING CORPORATION. x11995, Schneider Engineering Corporation Schneider P19• 0 eenng Comoration Nam Pod %a boom* 400M-OON 317 - aid -a8eoa Gedoo 317- aw-3010 Plnt • P-1— l M ft* Ift maim MOM 4111111111ws • rwire, iie�eNrlMt STEVE PITTMAN PLOT PLAN CARMEL IND. PROPOSED ADDITION TO EXIST. STRUCTURE AT 201 WEST 106th STREET Date Project No. Drawn Approv. 10/18/95 95- 1821 -14 RGE Computer Files Sheet No. # M L J H G F E C IA