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HomeMy WebLinkAbout05050037-42.2t LI KI JI G F E C B A 12 3 4 I I \ Z\ 5 11 7 18 19 �I � 11 I12 I10 I13 I14 0 20 1 I \ \ h I (A w UJ rn \ c� OS' `7 1 1 O0 \ N UNITED OF OMAHA LIFE INSURANCE a`o �' \ i\ \ �1 �'� o 1 INSTRUMENTP #98 -28791 hP °� x� e a o`'� \ \ \oh ��o / 1ti• o��� N 04j . PEA a�� oao. x� iry y9`' o m Xti i i II II Ibti rn i I I d I no X ��� x�'h X�h \ \� ` rIr ( o o °r p o i i i eQ) rn p (ASPHALT) / \ I (`.1 �, I I�'a bi I I I i} CO CTION w I w P°I 1 I I \ u �! \\ / �S ¢ 24" ROLL �� NOWN ! �� 01+d rn a M N 1 \ ' \ CURB ��h� r OaQ Iz�D z✓~i'n l ' t I I '� I > t ��F" (G SS) h�� 1 II O w W'�n \ w (ASPHALT) a� v , I I I I¢ a¢ cwa I I I \ \ O Y �h' L Z / I w y, ¢ 1 I I I \ \ Q C10 0 (GRASS) h"� h� h0 y° G3 ,L ° ' I I 1 \ * \ \ N w� m i ��' Xt �4' �"' ^� ^� \ r I i /I z_ I1r I i i I 4 `1'� \ I `\ P I P m Q Y 1� 0 �0N' Ob °� o \(GRASS) i \ M \\ E L°IrSf2' X 3 �� '� V ' O i II i cn 4 ° o I' I I I � I 1 24" ROLL `LAa' 1`8il,f�i.`s�' I h p,'S' 1 3' �0 0 1 �c� °c� °� \ a \ I \ c� o \ CURB I X O° �Jxl- �? ' O7 I II N �'IM I I \ > ca 1ti (GRASS) I `L 7. O I ° 1 I I ' 1 " b w h�. ��. Z b• h X � w I O 1• t 5/8 REBAR \ \ \ o - 0 w Y 24" ROLL ^� I 0 x x0 I ��^ \ 11 E O �y I O\ W/ YELLOW CAP uRe �,\ \ as CIVIL DESIGNS I 1h ��=a' -o� ` \ off" I 'low' o~ i I a I I I STAMPED "SCHNEIDER \ h° 1`' I oo� ti° m �� TBM #2-\ a „a i C' X� „ i o x� o a� Its' FIR 0001" FOUND �° \ b� �o�\ ���' \ o� : I o �,. 1 h o n ►� # �o o` o N89'46 02 7013� �o0.5 S,0.7 E I �, I �' 0 � 0x ? ! \0 I ! " I I x ti +I a 5/8 REBAR FOI�N TOR = 1851.40 I I C Ln oh/ 24" ROLL k ° I !, a.l ���� I lb I + II M t INV(N) 845.75 \ \ \ O N (ASPHALT) \ 000 I/ P CURB Oa - - - - �yh P� °t - _ _ _ 8 0h x 1. $ I INV(SE)= 845.80 I I \ \\ \ \ X I �n (LANDSCAPING) W INLE I I 1 v o 1 JQ i a) O \\ \ ! ? �• ti 10 ti� X� OS 0h hh� PO 24" ROL hh h p° T = 8 2 116 w� / 1 , I i11I CURB (2 Aft O Off. INV(NW) 47.76 I \\ \ \ o� o�� o I I ( _ Eby I rN \S / I o 1 I•I 24" ROLL S ) oo X INV S 7 tl Z \ \ 7P \ 5 1(1 PACE) jj I G a \\ \ P � 5 P SOLID YELLO �')' ® earl o O O I I kb w a° I CURB n S O -\ 7 0 w I I �� O� h 2' FIRE NE 4 \ S' Oti' yti' OL' c� X I I \ \ \ 5/8 REBAR o N1 �j � �° �, b o o X I'I hIl' w Ln \\ \ tP PO o0 00 0 1�a 1h o n P o I I X� I ' (III aW° ' I I I I Dal O\ off. a I w I I \ �o• \ W/ YELLOW CAP �� \-- I I I I I z STAMPED SCHNEIDER �� a eo moo/ oo �,_,- --=- ^- X ti� b` (ASPHALT) o� o I I 00 III FIRM #0001" FOUND \ \ \ 0.8'S,0.8'E I \2p \ L= 34.821 R =62.00, I I \ \ FOUND '9" 0.7'S,0.9'E b \ � o \ ca L - - - - -- --------- �� ----/- x 455' p. \ \1� / ^\ �1 ( R o ( L�ti cn \ C > P I \ 1 00 ��. I� ¢ I I I I (4\S PACES) p �. L' 06o L o` �" . ^ / y 6„ CURB / �`� / x X� I I 1I I o . I 1 I P 1 O o o : n CP a I x` I \\ o f I N lcj \ & \ a h� I \ \\ /' �° ti 1� I I -- �II \ \ \" I I•I 1 I 6 / N' �o % �\ � h � I 1 I � .tJ �� c» A 1 � o I �li \ \ I I lah• I I 0b �S �\ \ \ .. \ ^j41 0° \ \ \ / ' of I m t I .,�. 21,0; / ti ti' 0 1 x I /. ,10 \.\ 1 `� \ •. O�ti ! I xo I IP\ x o�ti I o a \ 11 a' r II Po I I I ae9 L =3 .867 ' (eusHES)� 1 STORY FRAME BUILDING o I a _ _- ti`' MAXIMUM BUILDING HEIGHT ±29' ,to V. { 10 h�.� O 5i I 1 0 o I I • I I I a RA ,V =3 00 71 h 11,420 SQUARE FEET± F T 0 O L' i _ FINISHED FLOOR ELEVATION a 854.40 M �� 1 oh 11 I r , II i I i I Q 0 O Ir $IGM I / I I I I I I h 6 0 LgvDSCAPIN 1 0 rONE VC = S 00y U1�H �hL' y? yL' �I 0`11 \ I�r I 1 DRAINAGE (MANHOLE 10' SANITARY SEWER EASEMENT PER 8 F 9 _ = do Q �` 1b I a a SANITARY MANHOLE NCRET h y \ O o� (GRASS) I o hti / , TOR = 8 0.90 I I • ' I 1 ro � , N �{ . - 1- L �20 0' �0 ^y c� 11_ P 1 � a0 � � I / � INV(N) � 844.90 - - - - - - - - DEED BOOK 321 PAGES 37 -42 - - - v� \ 1 0 n v TOR = 853.41 ti -'��'- O PP o / I 11 N8%44 40 W } O� INV(NE) = 848.06 yS" ° �� o a cti00 �1 ,1, I r INV(S) 844.90 I I G C� b - 851 41 rA�) I I I I I tNV(E) = 846.43 INV(W) = 846.43 INV(NW) = 846.33 �; INV(S) - ;n ^r L 1 I O/ \. h 0a X LANDSCAPE INV(W) = 846.41 :o h1 00 ���� 4>° x 1 O / I ' I CUT ..X,. FOUND ,� :: o� \\ I % ( � 1 / TIMBER �? ` o' �' �o \ �� / I SUZANNE AND WALTER SCOTT Q �? I �^ I 0.4 S,0.8 E T ° ry. 1 /2o a \\ _ 1 \ goo a I a ) o x 1 CHARITABLE REMAINDER UNITRUST \ Y LANDSCAPE Y � r h I'II 011h I o / lt'v I b 6' Woo ` ti' O o I o I CURB 1.1'E FENCE o� �� 111 U/T /A MARCH 12, 1997 / ROCK WALL J J LAJ O fY � 00 I Q � t� � La W 0 Z Z 0 cfl CURB 0.7'E ti a" RoIjL10 I INSTRUMENT #98 -30868 I II ��. I I (V / (L a r I I 24" 0LL C 74 o CURB of oO L�0 2.36 ACRES± o I tr cn r x0 I II I ,en ! N UJ Lh UR% 0�O O �L 01 t.4'� '�t �yP� ¢ h� ��ii' Q! I II II 04 O / OI 0 • 1 ��P`t 0�'� / . x I / I I I II J U W I I , II 1 I Ul E N, y �� /�I COVERED _ !CO I I I I I ° % 0'% a ENTRY 7 49.9' / I I LO / ° It bx \ (GRASS) ` = ET 44.5' j a 1 I I M I I 1 _ O `L II N /r W- Cn II I ° �O xCP " 10�O o> / \ 8" WOOD r���GRASS) �� 01 I I I II I Q / W I I I ab I 1 W f o sa \ ;o \ I II I a c O j o 6c Ih' I I aoR h WALL 'ot a (GRASS)• d- sr soe 0. : :N 1 a CIVIL DESIGNS 1 I q 4 o to h e 1 I I v lt I `GRASS) � P � O \ I `L � II I ro O 8" oo N• � `� �, TBM #1 0 I I ao' / , I I . O ; w vl 0° 7 IDS l- 00 ALL I I �� ` �\ qx >' b h�� \ . /'� I I I I"1' Y x 3 I y \O o� L \ I ( Imo S I p0 I \\ ddi �O. L' o h ( SPA S) I Off\ �� -y ,,:J o 1 I I \ I I�a o I t I `7�� _ / a o \' Po 1 Jj 4 ��ti' \1 10 �ti' / oo \ I I m X00 XX I I I 1 I ° / is '� to W ¢ °^ I rn \`� \ CONCR TE WA K o i I I I t w / S2 iA m o 0 24" ROLL h y ` "� �.� 1 OOI / I I l a d 1 a x S I 0 (V CURB c I o O 0 S ? \ ho- 8" WOO ��0�� - ��0`�� I' l I M ( cc in n� �q o' P (V h w X�h \\ I Xoh I I xo ��� o WALL 6" CURB LANDS MA tCH 00 �� ' \ o� \P\ 1OS II ��) I ± p� i � a Zp O ¢ °� T ¢ I I y Z °� o gip- ., d I I I \�� O ^' I I I I - _ pOR01 I I i � /I (GRASS I I rn (ASPHALT) r/01 �y\ /, 1� I / I 'o 4 �h / // I a I // ( f 1 1 O � �O / h \• O I I aP m \' h `' \. D MANHO I I I 2 m o o TOIi -= 852.12 II a, I 10 / 0 ° \ X _ _ r- II _ h^ ., Oh I I INV(Nj 849.1 / 1 • cb {�� t I I UJ trill OO -N DODO I 'K 24" ROLL ( I (20 SPAC S) _ 0 �O INV(W) = 848.21 III h jr N CURB I - - - -\ (- - - - - - - 8" R p- - - - - - - - - - - - - ^VIII 4i' a /// �'� I/ II LIB II tl' I )1 I �II� 18" RCP - - - - _ - - - - - - - - - _ - as �^ ciIw1\ I t I 1 / II 8' VCP v \ �ti - -I I -T - -- �1 . OO �O• / £i L_Io I I I J I I _ - -- - - - - -- �� 4" OLL / \\ gas - - -- 9a� ---- 9d9- -- 9e - -- �� -90 // a XCO I II A I I I O CURB a1 I INLET -- -�58 I'1�II bid I LET hOh10 'b O' ' TOR = 850.75- - - - - - - - - - - - - _ I 1 TOR = 851.70 �c00° Oh CONN'C INV(E) = 848.45 INV(E) = 848.40 24' ROLLSPHALTti \ - - _CON I.b 30 P 6 1 ,ah I INV(NW) _ 848.45 \ \ _ OaO o �h X000 _ INV(W) 849 CUR 0 "� v r I I INV (N) = 849.25 �0 ° c,0 \ 0 X0 �- _ �a/ 0 OLP II /Im I ly 0, ' I 01 N88'30' 17 "E 296.136' CIVIL DESIGNS I $TBM #3 AA Z b� Pte' 0 0 ,sY POINT OF BEGINNING CUT X FOUND 0.4 S,0.8'E RAILROAD SPIKE FOUND 2.1'W,1.0'N EXISTING LEGEND: ) DESCRIPTION: ® EXISTING ASPHALT a a ' EXISTING CONCRETE Q} TEMPORARY BENCHMARK 0 SECTION CORNER . - REBAR FOUND Q CUT "X" FOUND --- elec - -- RAILROAD SPIKE FOUND ® MAG NAIL SET Q MAG NAIL FOUND ® ELECTRIC OUTLET TOC LIGHT POLE Er ELECTRIC TRANSFORMER 10 ELECTRIC METER BOX VCP GROUND LIGHT CMP TELEPHONE PEDESTAL ® END SECTION E.S. SIGN © GAS METER TBM HANDICAP SYMBOL in WATER VALVE SQ. FIRE HYDRANT ®w WELL (D) HOSE BIB 0 SANITARY MANHOLE DESCRIPTION: ® DRAINAGE MANHOLE nllna INLET REVISION RECORD 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 o a - - S88 30 17 W 364. 24 a jI Y i I ;o ES) - Poo •/ (I m Ioa1. oa1� xo I I i ado o - OX >°�O \ - - N RTH ND 0 PAR ING 6b8- - _ - - - _ - - - - - - - - - l 110011 �07 I I I o 5/8" REBAR Ir I I I 1 ao� o ob M \ P _ _ - s c RI UP o 2.1'N _ oa oa I o Q W/ YELLOW /CA, Ab I I 1 a __ - - - - -- _ I btlu STAMPED '9CHNEICkE I ° �_ - - -- \� a1o� (ASPHALT) - --�a - - - - -- gyp\. oat 1 I II aA // FIRM 0061" F4Ut4ID; 1 z- a - - - -- ------ - - - - -- o � \ # f ° b� b - -- � --- -- - - -- �E-- - - - - -- - -- - �b I �' 11 0.7'S, 1�0 E � � ca \ " I I '' w o,• i to a0 � __r____________ 0 .p N I X-----_---?F---_----_"--- x SUZANNE AND WALTER SCOTT CONNECTION /I I I CHARITABLE REMAINDER UNITRUI�f UNKNOWN I ! Z I I , ! I �° • b\ I I I �, U/T /A MARCH 12, 1997X� 10�oaal ' 1 INSTRUMENT #98 -30868 a1 °® ( i o� o oao- o xP1 ao x0 � ' I o i oa0 Xoa`O t X N 20' 12 3 1 4 15 1 7 BENCHMARKS: U.S.G.S BM (HAM G -54) 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'± WEST OF CUT "X" AT SOUTHWEST CORNER OF SITE ELEV = 850.46 �V UTILITY STATEMENT: 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. 11 12 J a a`O W W M � Q z Q a V C 'n) = W U Q � Y Q P`a HOLEY MOLEY SAYS "DIG SAFELY" "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. 3 i 5 I10 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. 14 as a 1 LW 116th St �F PR JECT LOCOATION W 1 1 1 th St I I I I a n � al , M o N a N o a- VICINITY MAP NOT TO SCALE 15 La N Y E 111th St 1 v ao a' a o v C le Av r� 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) REVISION RECORD 0 v 0 O CV 0 W ILA � � "• V' OEM 20400014: STATE OF • 0. *110�,�41/14 1111 { / DATE: Q DWN BY: BEB CHKD. BY: TMS SCALE: 1 " =30' DATE: 03/10/05 DESIGN PHASE CONSTRUCTION PLAN NUMBER C1.0 SHEET OF UJ v Oro CV O W ILA � � 1 Q W pC Z z UU-JQ o -M� V WQcwc Z I� v U X t%) W PROJECT NUMBER 05 -110 DESIGN PHASE CONSTRUCTION PLAN NUMBER C1.0 SHEET OF