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HomeMy WebLinkAbout05040003.8MI LI KI A G E 9 B A ►2 z 4 I I \ 1 , I 5 0 fl f:? d 1 V ti 1 n � 1 11 1 I� + 10 11 12 \ �\ I ' UNITED OF OMAHA LIFE INSURANCE bho 1 \1 I 1 ,A `' � W `A \ m 1 I COMPANY , x�� �10���11 I °` a \ � j INSTRUMENT #98 -28791 �,a° ,,� l ,y^�o i � x� N M 1 1 �0�C0 ��.. X�0 \ h�' ' ' O O X I I 1 ti sm I X \ a +( ! mm i I I I I Id I LJ 1 �o l X ��� X� X00 1 �0 10 o�/ ,� y t \ rn O 1 (ASPHALT) / 0 1 i 1 I I r U i I CO CTION ,\ Iw O w o°U I i I �� ¢ 24" ROLL 5� `� r NOWN / 0 1, o, a d m I b0'I \ o N 1 3 CURB a 1 1 LQ I� r � I 1 I � h/ �? 1~z z In LO 1 I I I 1 1 x (G SS) o ` h��r Ia Iwo wmM 1I / C3 w / t I N I O / N I \ 1\ l (ASPHALT) v ' II l a a cwa m t I I `n C 10 v S' h 'T 00�' �� ➢ 1 I w u CL 1 I I I I I \ ; �n (GRASS) I h �h �y° 5, I I� Z / P I ' m I + / z M ' I I I I y I + \(GRASS) \ a ` < M \\ 24" ROLL x Q �> I �!a ' 6 c I 10 0 00 I I� I + t MI I 1 1 1 \ ~ I 0 np-b C� m O I I. m / 1 1 I t l I 11, CURB I X 0 ••x\ f� ' �'7 I II o "j' I I 1 i I 1 5/8" REBAR o Ohs _/ ��. �^ Y h (CRASS) I \ \ h h I x w ' O ! I• I W/ YELLOW CAP 2a" R0R8 `� i �° \ X Q CIVILXDESIGNS i h�'� �: �� \`1 ' i✓ ° , �o' 3 11 I• ti I a 0 ° rn '� ? + 0 W I a I STAMPED SCHNEIDER ^�6 0° \ \�� ��+\ . w'��� \ m �° TBM e ,. 1 „a �° o I �0F N `°� x o� i FIRM #0001 FOUND ° �`' �, . N89'46 02 4 r r Q 0 ham' 1 '1 I h' 0� h' .5 00 a I II 7­1 1 1 I I.I b 1 0.5 S 0.7E �, ° 1 0 a o 14;ti' t I I I m r fro �� N I �' r 0 II n I I I� __ h h 1 l I III N I I 'I \\ II N /, / \ �� 05 X0 1 ^ 1 I I Y / I I I I + I \ I \ \ CVµO a N� \ \ Oh // 24" ROLL h II �/, �� y� �' x I �� 0 I I Iii m 5/8 RBfBAR FOUNID I I I TOR = '851.40 I \\ \ \ \ INV(N) = 845.75 \ O (ASPHALT) �ti' / CURB 0 n h�. I X I + ' 1.3'S INV(N) 845.8 I I\ \ a 0 - - - -- _ 5`' q u ,°t - -- 8 0 I I U ° / 1 X0 a +, I I w / 1 00 LANDSCAPING `� INLE `I I 00 / / + C I (LANDSCAPING) ca J h y _ 1 , 0 h A l > o a I I T = 8 2 6 1 "� / / + I V I \ _ 1. or x �� 0 S O 24" ROL ° I L o Xl 00h �p CURB (2 A� �c,7 ^� X� INV(NW) 47.76 �I f1 a m I \ 24" ROLL \/ 0� S ) 0� °o X I I INV(S = .7fp� II r / / I 0 I I.I 1� w° I \ \ \ \ \ CURB \. S 51(1 PACE III w 00 �Ib' I P�. a �� SOLID YELLOW �cn \ h 2' FIRE NE cO 1b !•I �II+ \ 'S' w 0 I I I I I \ \\ 5/8° REBAR a� _ \ N� / 10 a 1�, a o 0 x4 h I I x w Q a x W/ YELLOW CAP V= h° �° �� "� �3 ti/ \ 5 ?r ? -� �� -- N 0 0 0 0 b /v I Il r I w 1 I I 10 I a �� 0 �" c ,b I \° \ STAMPED 'SCHNEIDER �h o° ��/ �� =._ _- Q 0 \, (ASPHALT) I ti I III I ��� ' • I FIRM #0001" FOUND X �>. 45.s' Xa�`\ 110 ( , \ 01 I �� °° I I m I \ !y\ 0.8' S,0.8' E )` .. o h / �o \\ ,. \ I x� �`' / (4\S PACES) b `'1 `L \ \ 0h > x010 �`L05 0 w` 6" CURB I I d Cp L= 34.821 Cq o R= 62.00' h a o N' 16 / �� sh I `, 4ti' hti' 1� - 1I I \ . / I , • I I I S\ 1 ` •� X 0 ti' I �1 ti\ � I I I + 0� 1 n 21/Q; 20.s'.. 1 / h \ \ \, ' a°r 1 , I e \ /8888 , A, \�� y 1 ti I I �� ,O �I I\ I '-'CUT "X f o• P� y� I °� I I �,�' I °' i ° I I 4 \�� \ V%� ` 5 v L v n 0 V 1 X \ \ `� L =3 .867 (BUSHES�k ➢ 1 STORY FRAME BUILDING � 5' I x I \ \ FOUND x �� a 3 ,ti a I a I I`\ °/ /' II oep I i lei /ti _- MAXIMUM BUILDING HEIGHT - *29' 0 0 O 5i 1 I 0 I 4 I B.. . . O r 1 h ; o Q l h O a a 1 GR9S�S� ti 0� V / # I \ \ 0.75,0.9 E /a� =3 00 h 11.420 SQUARE FEErt ,a t *�'0 0 `� �' o L' �- I I� / P I I o LO `L pL T FINISHED FLOOR ELEVATION 854.40 o �� 1 �� 11 1 I y I I b /�,>x , °h �� \ Q, 1 / °0�4�`d �o . X o O I - 6 NOSCAPl 1 0 NONE �N L I f Q 1 I I - - - - - - - - - - - - - - - \ _ SN `' VC = S 0� � �LCH h�' ti 0 0' \\ II' fl I I DRAINAGE' MANHOLE I I 1 I I 10 SANITARY SEWER EASEMENT PER 8" P°_ _ - h A S ` ti h I _� �_ �0 \ ��. 1� U a• �. SANITARY MANHOLE NCRE1€ 5 \ �o �h i^ ( ) , ! + TOR = 8P0.90 I GEED BOOK 321 PAGES 37 -42 - - - , Gy ro 0 I - , TOR = 853.41 '/20.0 �� y __ -_- w GROASS I a �� ' �. II J/ / _ 844.90 -- - i b INV(NE) = 848.06 a ti� TOR = 852.43 INV(E) = 846.43 INV(W) = 846.43 INV(NW) = 846.33 N�7 44 46 W - G pL- �`� h a bhp h �L i�Y / INV(S) 844.90 I y° J °-I - o- INV(S) = 851.41 ;M :4 ? ) h• L' ^ I f I 1 I '01 0h I I o� \ �• INV(W) = 846.41 ;o . \. �0� 0 00 0��� 4>° 0 x I I O 0 / I I I I I ` LANDSCAPE I CUT X" FOUND TIMBER � SUZANNE AND WALTER SCOTT 0.4 S,O.$ E r r d ' 1- I I I : • I I I I ��' I I > v s' woo � x �CHARITABLE REMAINDER UNITRUST LANDSCAPE ° FENCE U/T /A MARCH 12, 1997 ROCK WALL 0 CURB 1.1'E ir 0 v J J W O F 00 U) Z qt E � i2 I- M LLI z 0 to CURB 0.7'E Lh I . 0 . e . -3 0868 4" ROE, INSTRUMENT #98 N 24" OLL CURB ° 2.36 ACRES± w 0 X UPc� I ' 4 I I I I I III o / q X0� (A Q! I I (NI O \ O1 0 !N m uW� I I / v W I I I I I �° o-/ )X 0-6 �� � �' � � N; o � COVERED � I � 2 a 1 I I + f I rL I \ �• '7 �, /dl 9'r I I _ m / I I I I I U �� x \ °� % % ,7 k ENTRY 149.9' r / I I wto / N a I I I w o- °�aq�`' �� k1 LX `-(GRASS) `= ET 44'5 0 L1 I 1 m' M ' 4 to I I I I ° �O. X� 0 ) °1 ` 8" WOOD I) II r // o �I I 1 w' w s 0h�,1 WALL 0h /; , \I , 0 i I I I I a O / Z a 10aro I a I o: CIVIL DESIGNS 4 0 / �g a) 7 (GRASS)\ \ v ST S� 6 GRASS) 9. -" I q I r� N z n1 0 0 8" oo I �, N, N \a F}h �,^� a TBM #1 n h IoS 0 ALL 0� �\ X /' X 3 ZU I I �� � o °�� 1 I 40.5' - h `/ I I I I 1� Y 1 I I" I r- I �° �O. 0` l' 7 h� + �` ( SPA S) 1 h tea\ �. 7 � b �1 I I I 0 j W I I I tP 1 "�\`��� ' y- I I \ I I I I I I ` m / OI 1W- I : I I I yr --1-t- W 1 ¢ O h° I rn 0h h \ CO CR TE WA K h ��ti X , I I I / m O O ¢ i x 5 24" ROLL I 0 A. 0` 5 5 1 i 00 N O tl 00 i h6 ° 1 CURB y I - -- W00 M t � a Q 1 I I 000 ° 0� �� \ I X0h I 0 0' WALL 6" CURB LANDSCAPING W n 3 z o Z�m x O� *1O a I i I M�ylcH 0 h' % \\ h c�I I� M o ,,{{ 0 1 0� hY cj I I I �h1 I I I m M + / (GRASSI O < \��� I I i a (ASPHALT) 7 101 �L` / \5 1 I 1L �0 / ,/ I�¢� I // I I �• I I a m > a h0 ¢ I0 ! �`' I u �. - m 0 h �h D M HO I / ro oa j a 0� v I X�� - - _ _ x - - - 0 1° F° I I TO&� 852.12 I I m - f�/ �p,b- 1111 O'er cv O I X 24" ROLL I I (20 SPAC S) Pig �7` Q� (I a tNV(W 849 -= 848.�2I I�/ 1 OPT / II I 1 J ,N CURB I- -- - -\ I 8" R P - - - - - - ^� h I /II 1 t I ! I 01 I -- - - - - - - - III .-� - .(or. p - - -� --�- - - I -- -I- - - „IIIW1 I I II I I I l O' O' d �I I 24° OLL -9a� - - -= gem - `- -99 - -gas _�� -90 0 0 / ICL II q f ! 00I I CURB a1 1 INLET _ __ -__ 1�II bl�� ) I I1+ I• 1 0h °' ONNEE - TOR = 850.75- - - _ _ _ - I ` - - - UNKNOW INV(E) = 848.45 \ I I _ �o / '` / � /.y/ I .- I I � lo- ' 1 INV(NW) 848.45 d 00' t II III 1 I 0h I = \ 5h OF Il ' O O%>° w`'o 8888- ° 0. 1 Q- v 6! � • I x I 0p0� �o� 0� Q) - - \ - - - §88 10 17 "W 364. 24' , {� O (.5 SPICES) 0 I b1' 11 I xll POINT OF BEGINNING CUT X FOUND 0.4'S,0.8 'E RAILROAD SPIKE FOUND 2.1'W,1.0'N (EXISTING LEGEND: J DESCRIPTION: I ( IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) III ° 8" VCP INLET 18" RCP- 0 h h1 o 000 TOR = 851.70 °� °0(b 0 h (ASPHALT) INV(E) = 848.40 24" ROLL INV(W) = 848.30 CUR O°�v INV(N) = 849.25 • • RAILROAD SPIKE FOUND N88'30'1 7 "E 296.136' MAG NAIL SET GAS LINE MAG NAIL FOUND CIVIL DESIGNS ELECTRIC OUTLET ,OT-BM #3 LIGHT POLE 110, 50 ELECTRIC TRANSFORMER O POINT OF BEGINNING CUT X FOUND 0.4'S,0.8 'E RAILROAD SPIKE FOUND 2.1'W,1.0'N (EXISTING LEGEND: J DESCRIPTION: I ( IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) EXISTING ASPHALT ° EXISTING CONCRETE V l TEMPORARY BENCHMARK Q SECTION CORNER ® REBAR FOUND Q CUT "X" FOUND • • RAILROAD SPIKE FOUND ® MAG NAIL SET GAS LINE MAG NAIL FOUND ® ELECTRIC OUTLET 1c LIGHT POLE ET ELECTRIC TRANSFORMER O ELECTRIC METER BOX POLYVINYL CHLORIDE PIPE GROUND LIGHT O TELEPHONE PEDESTAL ® END SECTION `°e SIGN © GAS METER ® HANDICAP SYMBOL A WATER VALVE CONCRETE FIRE HYDRANT ®w WELL �(f HOSE BIB DEED BEARING /DISTANCE SANITARY MANHOLE 1 2 DESCRIPTION: I ( IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) DRAINAGE MANHOLE dh�q INLET V l BUSH a DECIDUOUS TREE • - • - • FARM FIELD FENCE • FLOWLINE • • --- elec - -- UNDERGROUND ELECTRIC - -- gas - -- GAS LINE INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E.S. END SECTION R/W RIGHT -OF -WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING /DISTANCE 3 4 b' X O1? \ N RTH ND O PAR ING 6b8- -- - - 0°I ^> 5/8' REBAR AEE Rt UP O 2.1'N a1 1 1' I _ �P I w� W/ YELLOW /CAE I 1 0 a _ -- - - - - - - - - - c - (ASPHALT) 1° _ _ _ _ _ _ - - - - �� 1 ^0 I ��*Q„� STAMPED "b�CHNEIDi j ' ° - I aa. ?' - -- -- SVS - - -- , - -- X o` I II �\ I FIRM #OOf�1 FQUI�D o --------------- ° - - --x ------ - - - - -- s - - - -- e, Ian \\ 0.7'S ,1�O E I _ -- w----- - - - - -- - -� - - - -- 1' z"� r f -; - x0�' x_0.----- - - - -'� / /NCB \ �� j I C. ol SUZANNE AND WALTER SCOTT CONNECTION CHARITABLE REMAINDER UNITRU UNKNOWN I // z 1 / I ,h• b, i I U/T /A MARCH 12, 1997x0 i/ + i o INSTRUMENT #98 -30868 10® I I �� �,A 0�, �a1. X , - I o Iba6 x X �a X IN 20' 5 BENCHMARKS: U.S.G.S BM (HAM G -541 A BRONZE DISK ON THE CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US -31, 1.4 MILES NORTH OF 1 -465, 0.4 MILE SOUTH OF 116TH STREET, 100 FEET WEST OF THE CENTERLINE OF SBL OF US -31 & 2 FEET EAST OF RIGHT -OF -WAY FENCE AT STATION 345 +00. ELEV = 844.04 (NGVD 1929) CIVIL DESIGNS TBM #1 CUT "X" ON THE NORTH SIDE OF THE LIGHT POLE BASE ±86.2' NORTH OF THE SOUTH PROPERTY LINE AND ±74.5' WEST OF EAST PROPERTY LINE ELEV = 853.54 CIVIL DESIGNS TBM #2 CUT "X" ON BACK OF CURB ±5.9' SOUTH OF NORTH PROPERTY LINE AND ±197.7' WEST OF EAST PROPERTY LINE ELEV = 854.10 CIVIL DESIGNS TBM #3 RAILROAD SPIKE FOUND IN BACK OF CURB AT SOUTHWEST CORNER OF SITE 1.5'± NORTH AND 2.8'1 WEST OF CUT "X" AT SOUTHWEST CORNER OF SITE ELEV = 850.46 UTILITY STATEMENT: bhp �I The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. J U) o-° 13 H W N-- W %- H Q Z Q a V v = W U) Q Q HOLEY MOLEY SAYS "DIG SAFELY" �6 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 14 15 RECORD DESCRIPTION _(,INSTRUMENT #98- 30868 A part of the Northwest Quarter of Section 2, Township 17 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest corner of said Quarter Section thence North 89 degrees 11 minutes 58 seconds East along the North line of said Quarter Section 117.53 feet to the Southeast corner of the Southeast Quarter of Section 34, Township 18 North, Range 3 East; thence North 88 degrees 30 minutes 17 seconds East along said North line 684.011 feet; thence South 00 degrees 13 minutes 58 seconds East 660.160 feet; thence North 88 degrees 30 minutes 17 seconds East parallel with said North line 440.107 feet; thence South 00 degrees 13 minutes 58 seconds East 689.566 feet; thence North 88 degrees 30 minutes 17 seconds East, parallel with the said North line 296.136 feet to the Point of Beginning of this description; thence North 02 degrees 15 minutes 20 seconds East 171.019 feet to the point of curvature of a 150.77837 degree curve to the left, the radius point of said curve being North 87 degrees 44 minutes 40 seconds West 38.00 feet from said point; thence Northerly along the said curve 32.867 feet to the point of reverse curvature of a 92.41255 degree curve to the right, the radius point of said curve being North 42 degrees 42 minutes 02 seconds East 62.00 feet from said point; thence Northerly along said curve 34.821 feet to the point of tangency thereof, the radius point of said curve being North 74 degrees 52 minutes 53 seconds East 62.00 feet from said point; thence North 15 degrees 07 minutes 07 seconds West 54.615 feet; thence North 89 degrees 46 minutes 02 seconds East 400.305 feet to the limited access right of way line for U.S. #31 as now located and established per Indiana State Highway Plans Project STF 222 (9) dates 1968, pages 12 and 13; thence South 00 degrees 13 minutes 58 seconds East along the said right of way line 274.552 feet; thence South 88 degrees 30 minutes 17 seconds West parallel with the said North line 364.024 feet to the Point of Beginning. Together with the following Non - Exclusive Easements: Grant of Perpetual Non - Exclusive Easement recorded February 19, 1980 in Deed Record 319, page 131 as Instrument No. 6392. Said Grant amended by Grant of Perpetual Non - Exclusive Easements recorded June 25, 1980 in Deed Record 321, pages 4 -16 as Instrument No. 10809. Said Grant amended by Affidavit of Amendment to Grant of Perpetual Non- Exclusive Easements recorded August 17, 1981 in Deed Record 327, page 530 as Instrument No. 26229. Said Grant last modified and amended by a Fidelity Supplemental Agreement Regarding Easements and Covenants recorded June 1, 1993 as Instrument No. 9325716. Declaration of ingress, egress and parking recorded June 25, 1980 in Deed Record 321, pages 43 -48 as Instrument No. 10814, all in the Office of the Recorder of Hamilton County, Indiana. v of C M o r o T N C C C d p, U W 116th St ll 31 11 d N 4a PR JECT LO ATION W 111th St E 1 1 th St u li N 4 0 a G C le A VICINITY MAP NOT TO SCALE �� 11 12 13 14 15 18 7 8 9 �u� 10 30 0 15 30 I ( IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) REVISION RECORD LIJ V l LLILAN 0 O W o Co - Q 8% %11111111, 8888. 6 �•'•GtSTE •; i"�j,�i �Q,: Q � �O'• 0 �' • N0. • r 20400014 STATE OF *�10. �q•' ��;'DrANP- �-Z �.. SUR; \- '0. 111 DATE: pC Q DWN BY: BEB CHKD. BY: TMS SCALE: 1 "= 3 0' DATE: 03/10/05 V Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 - 244 -1968 FAX- 244 -1969 LIJ V l LLILAN O W o Co - Q W pC Q UQW 20 0 r-z U - M � V WQW J Z L.LVU Ln i X W PROJECT NUMBER O5 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C1 SHEET 00 OF