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HomeMy WebLinkAboutC-SURVEY-ALTA-NSPS-LAND-TITLE-SURVEY-Rev.1SURVEYOR'S NOTES: REPORT OF SURVEY: FLOOD ZONE INFORMATION: 1. THE BASIS OF MEASURED BEARINGS SHOWN HEREON IS THE INDIANA STATE PLANE COORDINATE SYSTEM 12. THE ACREAGE CALCULATION IS INCLUDED ON SCHEDULE A FOR DESCRIPTIVE THE PURPOSE OF THIS PROJECT WAS TO PREPARE AN ALTA/NSPS LAND TITLE SURVEY FOR AN APPROXIMATE 7 I, FURTHER CERTIFY THAT ACCORDING TO THE FLOOD INSURANCE RATE MAP - MAP NUMBER EAST ZONE (NAD 83). PURPOSES ONLY. THE POLICY SHOULD NOT BE CONSTRUED AS TO INSURING THE ACRE PARCEL LOCATED AT THE NORTHWEST CORNER OF SOUTH RANGELINE ROAD AND WEST CARMEL DRIVE IN 18057CO209G, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITH AN AMOUNT OF ACREAGE CONTAINED THEREIN. CARMEL, INDIANA. SAID PARCEL IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, EFFECTIVE DATE OF NOVEMBER 19, 2014, WHICH IS THE MOST CURRENT FLOOD INSURANCE 2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THE SURVEYOR. ALL INFORMATION REGARDING THE ACREAGE OF THE SURVEYED PROPERTY (INCLUDING A POSSIBLE R.O.W. RANGE 3, EAST OF THE 2ND PRINCIPAL MERIDIAN IN HAMILTON COUNTY. A PRIOR SURVEY OF THE SUBJECT SITE PREPARED BY WEIHE ENGINEERS, INC. DATED OCTOBER 6, 2005, JOB NUMBER W050705 WAS UTILIZED AS RATE MAP AVAILABLE ON FEMA'S WEBSITE, THIS SITE IS LOCATED IN ZONE X " (NO IS L X " (NO RECORD EASEMENTS, ADJOINERS, AND OTHER DOCUMENTS THAT MIGHT AFFECT THE QUALITY OF THE TITLE DEDICATION) IS SHOWN HEREON. A REFERENCE FOR THIS SURVEY. A PRIOR SURVEY OF THE SITE PREPARED BY CKW LAND SURVEYING, INC. SHADING) - AREAS DETERMINED TO BE OUTSIDE THE ANNUAL CHANCE OR TO THE TRACT DEPICTED HEREON WAS APPLIED FROM CHICAGO TITLE INSURANCE COMPANY A.L.T.A. DATED APRIL 17, 2007; WORK ORDER NUMBER 070194 WAS ALSO UTILIZED AS A REFERENCE FOR THIS SURVEY. IN ZONE " D " NO SHADING ( ) - AREAS IN WHICH FLOOD HAZARDS ARE UNDETERMINED, BUT COMMITMENT NO. 15-3025 REV. NO. 2, WITH AN EFFECTIVE DATE OF MAY 27, 2016. 13. POSSIBLE EASEMENTS FOR DRAINAGE DITCHES AND TILE DRAINS. RESEARCH FOR THIS PROJECT WAS CONDUCTED ON THE HAMILTON COUNTY GIS WEBSITE. FIELDWORK FOR THIS POSSIBLE, TO THE BEST OF MY KNOWLEDGE AND BELIEF. THE SURVEYOR UTILIZED THE VISIBLE AND OBSERVED UTILITIES AND DITCHES ARE SHOWN HEREON. PROJECT WAS COMPLETED ON OCTOBER 10, 2014 AND SUPPLEMENTED ON SEPTEMBER 15, 2015 AND MARCH 23, ABOVE REFERENCED FLOODPLAIN MAP FOR THIS DETERMINATION; FURTHERMORE, THE 3. SURVEY AS SHOWN WAS PREPARED FROM THE LEGAL DESCRIPTION, TOGETHER WITH SCHEDULE B, 2016. THE BASIS OF MEASURED BEARINGS USED FOR THIS SURVEY IS THE INDIANA STATE PLANE COORDINATE SURVEYOR DOES NOT CERTIFY THAT REVISED FLOODPLAIN INFORMATION HAS NOT BEEN CONTAINED IN THE A.L.T.A. COMMITMENT REFERENCED ABOVE. THE DESCRIPTION SHOWN HEREON DOES 14. RIGHT OF WAY FOR RANGELINE ROAD ALONG EAST SIDE OF TRACT. SYSTEM EAST ZONE (NAD83). PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY OR SOME OTHER SOURCE. CONFORM TO THE LEGAL DESCRIPTION CONTAINED THEREIN. THE ROADS ADJACENT TO THE SUBJECT PROPERTY ARE SHOWN HEREON. A POSSIBLE STRIP DEDICATED FOR RANGELINE ROAD AS MONUMENTED IS SHOWN IN ACCORDANCE WITH RULE 12 OF TITLE 865 OF THE INDIANA ADMINISTRATIVE CODE, THE FOLLOWING 4. TTABLE BUILDING RESTRICTIONS, ENCUMBRANCES, AND EASEMENTS WHICH ARE LISTED IN THE TITLE HEREON. NO FORMAL DEDICATION WAS PROVIDED TO SURVEYOR. O OBSERVATIONS AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS UNCERTAINTIES OF THE LOCATIONS OF MI COMMITMENT ARE SHOWN HEREON. PLEASE REFER TO YOUR TITLE ABSTRACT, DEED, GUARANTEE POLICY, LINES AND CORNERS ESTABLISHED ON THIS SURVEY AS A RESULT OF THE AVAILABILITY AND CONDITION OF TITLE COMPANY, LOCAL GOVERNMENTAL BODIES, LOCAL ORDINANCES, AND OTHERS, IN ORDER TO 15. EASEMENT FOR ELECTRIC TRANSMISSION LINE, PIPE LINE, AND INCIDENTAL REFERENCE MONUMENTS; INCONSISTENCIES IN OCCUPATION OR POSSESSION LINES; DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND PLATS; AND RELATIVE POSITIONAL ACCURACY (UNCERTAINTY DUE TO DETERMINE IF ANY ADDITIONAL AGREEMENTS, LIENS, WAIVERS, RESTRICTIONS, ENCUMBRANCES, AND PURPOSES IN FAVOR OF INDIANA RAILROAD RECORDED JANUARY 6, 1941, IN DEED RANDOM ERRORS IN MEASUREMENTS OF THE LOCATION OF ANY POINT ON THE SURVEY RELATIVE TO ANY EASEMENTS EXIST. RECORD 127, PAGE 382. OTHER POINT ON THE SURVEY AT THE 95 PERCENT CONFIDENCE LEVEL. REFER TO THE FACE OF THIS SURVEY 5. THE UNDERGROUND UTILITIES DEPICTED HEREON HAVE BEEN SHOWN PER FIELD OBSERVATIONS, INSTRUMENT AFFECTS THE SUBJECT PROPERTY AND THE APPROXIMATE LOCATION OF THE EASEMENT IS SHOWN HEREON. SEE THE INSTRUMENT FOR DETAILS. FOR ADDITIONAL INFORMATION REGARDING THIS DISCUSSION. MARKINGS, AND PROVIDED DOCUMENTS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LAST ASSIGNED TO PUBLIC SERVICE COMPANY OF INDIANA, INC., BY ASSIGNMENT AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. NO RECORDED DECEMBER 6, 1944, IN DEED RECORD 130, PAGE 200. REFERENCE MONUMENTATION FOR THIS PROJECT CONSISTED OF THE FOLLOWING: WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE AS TO THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PRESENTED ON UNDERGROUND UTILITIES OR AS TO ITS FITNESS FOR ANY PARTICULAR INSTRUMENT AFFECTS THE SUBJECT PROPERTY BUT IS NOT A SURVEYING MATTER. A MONUMENT WITH A BRASS CAP WAS FOUND AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 36 PER THE HAMILTON COUNTY SURVEYORS OFFICE SECTION CORNER RECORD NUMBER 17030103. PURPOSE OR USE. IN NO EVENT WILL WOOLPERT, INC , ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE HELD 16. TERMS AND CONDITIONS SET OUT IN CONSENT TO USE EASEMENT IN FAVOR A MONUMENT WITH A BRASS CAP WAS FOUND AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SITE MAP LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. THE OF CARMEL PLAZA COMPANY DATED SEPTEMBER 10, 1979, AND RECORDED APRIL SAID SECTION 36 PER THE HAMILTON COUNTY SURVEYOR'S OFFICE SECTION CORNER RECORD NUMBER UNDERGROUND UTILITIES AND THE PATH OF THE UTILITY LINES DEPICTED HEREON SHOULD BE CONSIDERED 29, 1980, IN MISCELLANEOUS RECORD 160, PAGE 793. 18033606. NOT TO SCALE APPROXIMATE UNTIL THEY ARE EITHER RELOCATED BY CALLING THE INDIANA UNDERGROUND PLANT INSTRUMENT MAY AFFECT THE SUBJECT PROPERTY AND EXTENDS THE RIGHTS TO A REBAR WITH AN ILLEGIBLE CAP WAS FOUND 45.04' WEST OF THE NORTHEAST CORNER OF THE SITE. PROTECTION AGENCY AT 1-800-382-5544 OR UNTIL THEY ARE EXCAVATED TO VERIFY THE LOCATION AND UTILIZE PART OF THE EASEMENT GRANTED PER DEED RECORD 127, PAGE 382 A REBAR WITH AN ILLEGIBLE CAP WAS FOUND 44.95' WEST OF THE MOST EASTERLY SOUTHEAST CORNER OF PATH OF THE UTILITY LINES. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. (SEE ITEM 15) WHICH IS SHOWN HEREON. SEE THE INSTRUMENT FOR DETAILS. THE THE SITE. COPY OF EXHIBIT A TO MISCELLANEOUS RECORD 160, PAGE 793 SUPPLIED TO A REBAR WITH AN ILLEGIBLE CAP WAS FOUND 0.11' SOUTH AND 0.12' EAST OF THE ANGLE POINT ON THE EAST 6. CALL HOLEY MOLEY (1-800-382-5544) FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO SURVEYOR IS PARTIALLY ILLEGIBLE. LINE OF THE SITE. - - - - - - - - - CONSTRUCTION. A DRILL HOLE WAS FOUND 0.42' SOUTH OF THE SOUTHWEST CORNER OF THE SITE. MONUMENT W/BRASS CAP FOUND \ 17. AGREEMENT BY AND BETWEEN THE CITY OF CARMEL REDEVELOPMENT A REBER WITH AN UNIDENTIFIED CAP WAS FOUND AT THE NORTHWEST CORNER OF THE SITE. NORTH LINE OF THE SE 1/4 OF SEC. 36-18-3 - - - AT THE NW CORNER OF SW 1/4 7. ONLY THE IMPROVEMENTS THAT WERE VISIBLE FROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A COMMISSION AND 1212 S. RANGELINE PROPERTIES, LLC, EVIDENCED BY THE UNCERTAINTY DUE TO CONTROLLING REFERENCE MONUMENTATION IS ESTIMATED TO BE 0.50 FEET FOR THIS - - - - OF SECTION 31-18-4 PER HCSO NORMAL SEARCH AND WALK THROUGH OF THE SITE, ARE SHOWN ON THE FACE OF THIS PLAT. THIS MEMORANDUM OF AGREEMENT DATED SEPTEMBER 10, 2009, AND ATTACHED TO SURVEY. O CORNER RECORD NO. 18043104 SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS, IF SUCH ITEMS ARE HIDDEN BY LANDSCAPING, LIMITED WARRANTY DEED RECORDED APRIL 20, 2010, AS INSTRUMENT 2010017147. �REBAR FOUND POINT OF REFERENCE INCONSISTENCIES IN OCCUPATION OR POSSESSION LINES 45.09'W OF SECTION LINE OR ARE COVERED BY SUCH THINGS AS DUMPSTERS, TRAILERS, ETC. AFFECTS THE SUBJECT PROPERTY BUT IS NOT A SURVEYING MATTER. ITEMS, SUCH AS FENCES, INDICATING OCCUPATION OR POSSESSION LINES, ARE SHOWN ON THE FACE OF THIS MONUMENT W/BRASS CAP FOUND NORTH AT THE NE CORNER OF SE 1/4 SURVEY WITH DIMENSIONS INDICATING THEIR POSITION RELATIVE TO THE LINES AND CORNERS OF THIS SURVEY. 8. PER 865 IAC 1-12-13 (14), "ZONING USE CERTIFICATIONS SHALL BE LIMITED TO THOSE FACTS THAT 18. RIGHTS OF TENANTS IN POSSESSION UNDER UNRECORDED LEASES. THE DIMENSIONS ARE GENERAL IN NATURE AND ARE SHOWN TO INDICATE THE MAGNITUDE OF ANY OF SECTION 36-18-3 PER HCSO CAN BE COUNTED OR MEASURED. " ZONING SETBACK REQUIREMENTS MAY BE SUBJECT TO LEGAL SURVEYOR IS NOT AWARE OF ANY UNRECORDED LEASES. INCONSISTENCIES IN OCCUPATION OR POSSESSION LINES. ANY UNCERTAINTY ASSOCIATED WITH THESE ITEMS IS I CORNER RECORD NO. 18033606 0 30 60 90 INTERPRETATION. LIMITED TO THE MAGNITUDE INDICATED BY THE DIMENSIONS. ml 20. TEMPORARY HIGHWAY EASEMENT GRANT IN FAVOR OF THE CITY OF CARMEL >1 9. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE AS TO THE ACCURACY AND/OR COMPLETENESS DATED FEBRUARY 15, 2016, AND RECORDED MAY 19, 2016, DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND PLATS GRAPHIC SCALE IN FEET OF INFORMATION PROVIDED BY GOVERNMENTAL AUTHORITIES AND/OR THIRD PARTIES, OR AS TO ITS AS INSTRUMENT 2016022638. NO DISCREPANCIES IN RECORD DESCRIPTIONS AND PLATS WERE DISCOVERED AS PART OF THIS SURVEY. m FITNESS FOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TO INFORMATION PRESENTED AFFECTS THE SUBJECT PROPERTY AND THE TEMPORARY EASEMENT IS SHOWN ON ZONING, SETBACK REQUIREMENTS, FLOOD HAZARD ZONES, AND WETLANDS AREAS. IN NO EVENT WILL HEREON. RELATIVE POSITIONAL ACCURACY o � (A 1n (n THIS SURVEY IS CLASSIFIED AS AN URBAN SURVEY AND IS WITHIN THE ACCEPTABLE RELATIVE POSITIONAL -P o 0 0 WOOLPERT INC., ITS EMPLOYEES, AGENTS, AND OR ASSIGNS BE HELD LIABLE FOR ANY DAMAGES ARISINGI Io 4 R4 / ACCURACY (0.07 FEET) AS DEFINED IN TITLE 865, ARTICLE 1, RULE 12, SECTIONS 1 THROUGH 19 OF THE M o 0 o VI OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. INDIANA ADMINISTRATIVE CODE. ml -�oQ, AREA SCHEDULE■ 10. POSSESSION LINES ARE REFERENCED AT MONUMENTED CORNERS OR AS SHOWN HEREON. POSSESSION 1 I ! I I I 1 1 I j \ AIA��m LINES MAY VARY BETWEEN SAID CORNERS. NO PHYSICAL EVIDENCE OF OWNERSHIP SUCH AS FENCES OR II I I I I I I ; I I ; I ` _, o m r^ 265,267 S.F. OR 6.090 ACRES (MORE OR LESS) WALLS WAS FOUND ALONG THE LINES OF THE SUBJECT TRACT EXCEPT AS SHOWN HEREON. 1 m 1 01 1 1 1 1 1 1 1 I 1 I !A A I N I MIN 1 I I I 1' N, Imlm,Q I o 1 t 1 I m 11. THIS SURVEY WAS MADE IN ACCORDANCE WITH THE LAWS AND/OR MINIMUM STANDARDS OF THE STATE N 1 I , 1 I 1 ib 1 m 1 ,N, 1 l OF INDIANA. °i 1' I „, , I I I I 1 m 1 I m I ZONING INFORMATION: 1 11, 1 � ! � ;21 � o I I ' I II 1 11 -I I I 12. COMPARE THIS DESCRIPTION AND POINTS, BEFORE BUILDING, AND REPORT ANY DISCREPANCIES AT 11 1 I, I ; 1' , 1 I z &2 I I r \ 1 II I I w I I I I I NO ZONING INFORMATION WAS PROVIDED BY THE CLIENT. ONCE TO THE SURVEYOR. 1 I 1 1 i; 1 I i µ 0 n I Ir \ 1 I „ I III I 1 III 1 1 1 1 I I I I i j o I of : \. a m m° In i 1 1 13. PROPERTY SHOWN HEREON MAY BE SUBJECT TO RIGHTS OR CLAIMS OF PARTIES IN POSSESSION 1 1 1 I 1 1 1 I 1 I I I I \ m I OZ I No 'zl I � T ; 'I I �"m I I i i II I I I 1 1 111 UNKNOWN TO SURVEYOR. PROPERTY MAY BE SUBJECT TO UNRECORDED AGREEMENTS OR LEASES, IF ANY. 1 1 1 1 1 I I I 1 I I In' m ,� n 2 STORY BRICK BUILDING p, IcoNcZ ``L FLAN TER o II I I III m D I 1,' I i'I i , I i ` i I 1 i 1 ` ` I TRENCH DRAIN TC: 828.65 <I c,1 L .- 1 0' I IN1i m m I O I I I Q I I I I I I I I I I zEI D' II N I I I III 0 I 1 1 Nm;1 14. AS USED IN THIS SURVEY, CERTIFY IS DEFINED AS; "TO STATE OR DECLARE A PROFESSIONAL ,, ,, / ; ; ,, / 1 1 1 ; `,' \ I '`I `, 1 I e I'�1 1\ '1 N I I I III I I 1 I ' I "I OPINION OF CONDITIONS REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE , / I / / I ` 1 1 ""`" -> `- a.2 \ I �T I I Ix I , y1 i m N i,,; // ``, / i l /' i I o ASPHALT \ i* i 1 i I D N . 1 vA CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED ". / . / / ' "`"e WALL m ;1 I \ 1i i 1 ro 1 it 1 i 1 1 r 1 �'' I fA\ , /; V' , / , 36. ,-I II I Ip 11 1 1 I s' R,f i / 1 /(/'' ' I 1 ' i Iil''I'I F/F=828.59' I v I \ 'I i ivi I i i 1I I� I 1 \'� EADWALL 15. THE FOLLOWING ITEMS WEPtIItISTED IN SCHEDULE B OF THE COMMITMENT NOTED IN NOTE 2, AND THE /q,(, 7id / TRENCH DRAIN" TC: 828.44 I 10 °p!illii, rn I I \ 1 0 1i i 1� n1 �' -I^ �, ,11'� ,,� /_-- I \ VI I I I 1 I I I I� . - SURVEY RELATED ITEMS ARE LISTED HERE WITH OUR COMMENTS UNDERLINED. ---- '' I0, i / , h m .111, I I I I \ ,III 11 I I I a NVERT 4" PVC 11 I. ""` 9__`- _828.: __ -- --' --- /, © a' , ,� 1 i , ASPHALT `` �0� C©NCRETE I�1111i1i1m F/F=840.30' I \ I ! I I lit i ', - , /' --- -a--'- 827 ' 0 O 9 2 829 827 �' i �' 0' ,�c9 1 1 GRASS 1 % ' III I I L_-_ - �_ 828----- --- , 0'S / `` -.628.__ 'T___ R�R.____________.828-- --__ __� ' / 1 ",III."�" 51.1 I ! ' I I y ______________ " `-- VERT.PIPI-----'--- %- 829---- - 829- _----- R L' , - II - ___ - - I `" - o ^N"') I I ``----827.--__-a N -__--_-__ 4 I CONC'---+___ 829--- __-__- - � CAIytE q/ / d,L - - _ m`rmmm I m m o 9--------- ---- o— I _ _ L a _ -83 i / 8� WOOD - I ---- -----_____ 83U----------- SAN MH TC: $33.55 ✓ v> „+ --_' WALL -__ / -- __---- ```:� "".83 �8•jS.�\ _- K I 1 i i I n -----826---------' --___ 828--_ ----- P INV 8 OR 10' ,000 �' ,, ,��, 4.� 8.y6 O 5 18" REBAR W LLEGIBLE CAP , i S MH C: 18 .58 T'______________ _____________-----------830-_---_ -- W.828T5_ - 'h , ` i�---_-_-- - I ' i i I T�1 I n _ _-___________827---- --- iNm-8- 7L BYC-AI--BIXi.20•_•" 8_, / I 1 INV 24" C 834.823 ------- 826---_____-___ -- 829-----_ 830------- s B FOUND AT CORNER , N I z -829----------W_/CAMERA __ __ I IA -- ----- - ----- - _ �, PY� ' /' `t' ,\ ��'- _, i ' i IN RCP E .38 Z 827 828________________ ._829______________- _ ______0� _ �� ______ _ I i I -'F�" �iGP-N-�825.82. -828--------- "� - om R 8 I ui 827------------' --_- _-z 833._ `` 39- \ i I 11 - _ i o i INV 30" C 834.78 ldVEBI-az--e 7a-�8'2599------ _ _ s2es2s � _ -_:-- _�__ sAN-_---� , _ \_ 49, „-----------637 --- _ , 828' - 828---------------------------------------------------- 828 = - - SWh828'_ ---.--=-SAN----- - _AN - - - Try' „ � `B N- -- 832-INVERT 18" CLAY. W :830.47 _ --Ngg' 1TLt4°€ 'bF.-- --8 P.II. --PER-"ALsQ_mQ) N %ISLC-4ECAL DESCRIPTION I , % 1 I \ I SAN - - - - - - SA"I 829---= -' %Z 1a-'CLAY E :830.40 - �' J3 `` _ - - - - - - - - - - - - ----------- - / - ------- ----------------836 --- - - - - - SAN - - -SAN --- _ �' , "03 , -'�✓ 5�' 88;-R _ 36 -------- -- - --- _ - a`�a. , --- ',1 - SAN - - - - - -SAN - - - ------ 829----------- 1 - , `�' 835 --_ - -- ------- ' ' - m _ _ \ --- _ -830r-- +�-f- -i � , _ '' g2y%-REBAR FOUND W/CAP T -__-_- -' o I' '`_-- „?� ,` 0 —�c-� - - - - � - - - A» - - - - - - - - - - -- --- - AT CORNER % d _-NO fH-LINE HE SE OF SEC. - -3 __ ---`------' I _ --� ��� T-�-�� 1• � ' '^�� �� . e, \ \ 'L1CJE 174.90' SOUTH &PARALLEL WIT _SkIE 0 T 1/4 3fi'tg Q M \ _ _ ___ N89 17 04 E M. --- -- ' I I II �� I �.: - 5 \-------------------a3s ---- I 1 Ij 4�T� . 15 00 ,� I CONC WALK 844- ' — — — =629— — — — — — — e3o — — `DI -+ �� --83 I `'� II 469.68' M. --- s37 I {) III I I I P.O.C. ER IN SO K OWN AS'? LEGA DESCRIPTION " - OE--'`� - OE\- - OE - =� E 2• I----_ ' ' 1 I I , ' �- 1 , .` -- ',: i �7 I "--_.83j. I -_ _�__L ``,', ---` TREES 836------------- i i ' Ili ` - - - - -`_ -12'SD 1 , : -- TREES ` I - -�`--__________ '- m i I 1w Ui ,` yl m . I : ' I : 832.___ 1 Q_ '''� _ ---835-------- - __837._\ '',mo m a I Ii ' 10 I I STM IMH TC: 843.17 O ro E l y°' 0� %� ' 9�ry M --' }831 - m i It N CAN'T OPEN EXECUTIVE DRIV '" ( ✓_________________ "d, I i m 10 i v L ED PIPES SO AST & WEST / _ ---- �� I I M U HE I I� ! e / gSV I I I _ --_mil I I I 1 m 1` I I I INVERT 12" RCP W :826.84"" F 1' % I I I - \ m 'I Iv 11 I 1 m I'IN 101 I 1 I ASPHALT i i _ LEGEND: ------- ____------- ' " 11 / / --835 '' I I m I ICI I, `` m 1I I 1 I III , l I INLET TC: 843.80 1 1 I I I - --/'- . 1 ' I' 11 In1 I I ``\ I INV 15" RCP ' 838.00 lbk I I 1r' I I, I It 1 I \ I I I � _ __ ASPHALT I , I 11 .i'' I / ' 1 I i it r``{ I I ',/ 1 ® N _ _ SURVEYED BOUNDARY 1 �3 m I - / i % ( I 1 1w 0" o - ' - - 1 I 0 i I I '' I I / % i 1 I I I� i i''I P m1 I 84 i'� WALK �^844--� - - - - - - - - - - LOT/PARCEL LINE 0,V0 I m 1 / / I / 1 / I i i I I 'n 1 1 1 - - - - CO - - - I I o i I / / ' I 1 i 1 cniliml - O E P - C. - - - RIGHT OF WAY LINE ;' I 1 1 , I I I �y I % % 1 I 'Z I l I° ' I ' 1 i / I Q' , 1 I I ► ' 1 ' I I ' , ,Gi SETBACK LINE /;' 1- - - - �11 / / I /' //� I i / I % % % 1 I I I l I 1l '' � 1 i 1 / I r I CONC. IS 6.01E / GRASS , / I , i ' 1 I , 1 I A `ti 1 I II '' I ' I --------------------- EXISTING EASEMENT LINE CONCRETE 1 �� / I ,I I ' y/ 1 1 1 1 1 ,III I'I ;' I I r _ _ _ _ _ _ o ! / 5 i I i ' 1 ---- — SECTION LINES -__ I / I m a v II ' 1 I 1 1 o o , 1 1 I I I11 1 // V / ; 1 1 , 1 I 1 # I W I I I SET R.R. SPIKE/NAIL IN ASPHALT GUARDRAIL I I I / I I / I I I I 1z I' ' I 1. I" I I I ' , W/ / I 1 1 1 1 1 Z r 1 i V) I OR IRON PIN W CAP IN SOIL �� WOOD FENCE a I I 1 11 1 ;' I 1 / "' 1 I 1 1 I 1 11 I m I I I INV 30" RCP N 834.26 / , l T N l 1 I r I I I I I I STM MH TC: 845.12 OR CUT CROSS IN CONCRETE I I I I I / m .' 1 1 m �--�� IRON FENCE 0A I i 1 / I 1 % GRASS 11 m ; I I 1 1 z 1 I I I 0 I INV 12" RCP E 838.32 SET CONCRETE MONUMENT CONC.BARRIER � I I 1 I 1 1, o "^ 1 I I - E/P IS O.6'W 1 1 1 / PARCEL NO: 16-09-36-00-00-027.000 1 1 "` ' b ' ' 11 I I o I I I I INV 30" RCP 5 834.26 CHAIN LINK FENCE ----+5 - ' I . I / 1 m i i I I ,c 11 I m REBAR FOUND _ E'-'-`--- 1 I m °' , 0,M I I I I I I I --ASPH 1 1 I I' , % I I i STATE ID NO: 29-09-36-000-D27.D00-018 1 1 1 1 o x I IRON PIPE FOUND �°°°�°°°3 STONE FENCE I I ,1 o / 1212 RANGELINE ROAD S, CARMEL, IN 46032 I 1 ! I I o1A I 1 11 1 I > I O 14.5 i I i m l /' /' m I / '�, ' I 1 ", I NInI' I I I 1 m ® NAIL FOUND - - OE- - OVERHEAD ELECTRIC 's� o I , 1 I I/' I I .- OWNER: THE CITY OF CARMEL REDEVELOPMENT COMMISSION \ 1 I o I �'cZ�i i I 1 I I 0 I 1 1 1 - OT- - OVERHEAD TELEPHONE I I I I) / / m I Q SPIKE FOUND M ', I I � , 1 // QUITCALIM DEED INSTR. NO. 2013025913 d 1 1 i m I �m 1 Iv I .0 /I� CURB INLET TC: 844.54 ';' I o ASSUMED EPIPE WEST 1 1 i I, — / 1 1 I I Iv� I n/ I \ I/ - OC - - OVERHEAD CABLE I I A ; CHISELED CROSS FOUND - I , I I 11 I I I I I `vo I z I , ,a / , , 1 , vD I I D DRILL HOLE FOUND - -OET- - OVERHEAD ELECTRIC/TELEPHONE I I 1 I / i � 1 /�- 1 1 1 I 1 �I o I I- �� I 1 -OEC- - OVERHEAD ELECTRIC CABLE 1 1 I I / ` 1 1, 1 I I AERIAL CONTROL FOUND -OTC- - OVERHEAD TELEPHONE CABLE I II 1 11 I ' II m h/ I 1 I 1 I 1 1 Y11 1 I la' o ` � � I I 0 1 ► 1 0� --`636 ----- I 1 I I I 1 ? I I Imo. III I m '', I , i ', I I, 0 \ GPS MONUMENT FOUND-OETC-- OVERHEAD ELECTRIC ELE HONE CABLE I 1 _ I / I , I I 1 1 1 1 iv /1 D I I 6D STONE FOUND - /T / LI I o I / „ 1 , 1 1 1 I i l l 1 mI / N I \ ❑ MONUMENT FOUND - - UE- - UNDERGROUND ELECTRIC II m I / I I I 1 I 1 I , I , III I- / I \V I I I CURB INLET TC: 844.42 & N 1 I is I� - I `'1 i i I I ; i i ' I I I II/ o I I CAN'T OPEN R/W R/W MONUMENT FOUND = ' I I ; 1 1' 1 1 1 1 ) c I I I ASSUMED PIPES EAST &WEST - UT- - UNDERGROUND TELEPHONE m \/ 1 1 1 1 1 1 1 1 z HARROW TOOTH FOUND 'I 1 1 i- I I I q1 zz - UC- - UNDERGROUND CABLE 1 1 \ /'' I//' - -, 11 1 I 1 I lI 1 11O I m 1 I 1 / 836- 59.7rr I I, j 1 1 I o O CONCRETE MONUMENT FOUND - - UF- - UNDERGROUND FIBER OPTIC I 11 11 I' / - _ - - I- - Imo_ � - -- =� - 241.3 I/ 1 1 1 1 1 I I I I to I i 1 I I I I I 1 O BRASS PLUG FOUND -- G-- UNDERGROUND GAS 1 168.71 . I I I I I I i I I I I I I n Kz I I 1 1 1 1 I \ I 11 1 1 I 1 t I'I I I 11- r 0 I I 1 0 BENCH MARK FOUND/SET--WTR-- WATER LINE c M II �1 , I I I 1 m I I I O POST -- FP -- FIRE PROTECTION LINE 6 M I i i I 11 1 1 I I \ m 1 I i 1 111 ''I \ 11I III II , 1 1 I I oA I � 6 FLAG POLE -- SAN- - SANITARY LINE o o l 1 1i i I I I' I \I I z I �, 1 c 1'I I I '�f j' I 1i'"L_ I I om 111 1 j I I I 4a I I I , I I ,�, 0 MAILBOX - l I I , I , I I, \ A m 1111 { IA II III I I" I zz p -SD-- STORM LINE I i i I I I " 1 \ I �1 0 n^ 1` i i� I ',Io_I I I �T vm Icyo O PARKING METER RAILROAD l i I I I i 1 1 I 1 \I m I 1`I i 1 I I II 1 1 t>I 1.1 lIV¢} 1�II o� / ''I``` \, I I `Ao I A I \ I , 1 1 1 I r I , I I I I 1 I� I 1 j I0 I S z 1 �fJ,I. SIGN �^ TREE LINE 11 1 , I 1 11 1 1 1 0 1 I 1 I i l i �/� 10 "$ I I I 1 ` 1 : 1 1 I 1 1 I- I DI vJ mD IM I I I I I m I Z 1 * D EDGE OF POND ' 1 I I I I 1 9 I I ,; I I I I ll � m W� II SOIL BORING ". 11 I \ 0D "' 1' 1 y _ I I I \\ 1 1 1 I I I I\ - I I O m , 11, 11 I* 1 I ' 1IKI I11 v z I I I I CREEK I I I I � 1 I 1 MW MONITOR WELL I I I I I I \ D a l l 0 1 11 I I I I I I I I. i . w ,,; ;1 1 I 1'� 1 1' 1 1 1' I!' I I � :/I ? I I ``yI I I O BOLLARD T WATER LINE MARKER/PAINT/FLAG 11 11 , 1 I I I I i 1 m1 11 N 1 I I I .ZI m 1 11 1 I I I NM ..I III'' I O T TELEPHONE LINE MARKER PAINT FLAG 11 I GRASS 1 1 1 1 I I I o. -M I m o 'v v M m I I I a DECIDUOUS TREE / / I i 1 1 l ` 11 1 m p ��nn 1 i w " m ro m I l I� 1 N CONIFEROUS TREE T FIBER OPTIC LINE MARKER/PAINT/FLAG 1 i i 1 I I 1I o z �i I m m T CABLE N LINE MARKER PAINT FLAG I o l 1 1 'I �`"` I m z n �. 1 I1 I1 II 11 1 1 11 ill I i i I J I I I I I SHRUB / / m \`. I\\`.` A R1 , 1 V I `` 1 1 1 I 1' 1 1 1 I I S T ELECTRIC LINE MARKER/PAINT/FLAG I m M M I 6� 1 o v_ Z �js _ I- ------_ 39.9 I I, I I I I I 11 I I I I SANITARY MANHOLE m . m t� 16py 6 m _---"T i i i I l i 1 1 1 1 i I I I i I I D I 1 1 ,", 1 '-- I 1 1 1 I 1 l I 1 1 1 1 I I 1 6 CLEANOUT T GAS LINE MARKER/PAINT/FLAG i 1 1 I 1 I I r I i i I i l I; 1 LS LIFT STATION sT SANITARY LINE MARKER/PAINT/FLAG 11 O 82 I I I 1i 1 l �� I/ Epp♦ I �Am % t 1 1 1 1 1 1 1 l i f�".I I I 1 �A! I SD 18.7 I B/C IS 0.�'E 1 , . 1 ``` ` M Ih-"" I O. I 11 1 I 1 1 i I 1 1 ` ,' �`" I 10 0 STORM MANHOLE r STORM LINE MARKER/PAINT/FLAG N " g29 I I I II z , I l 1; 1 1 1 1 I 1110 I y "` 1 I ❑ INLET POWER POLE 1a.2 1.3 4' I \ I, I 'I " CONCRETE m 1 I I , 1 I I, 1 I IDD o alo Illj `I 1 I . 1 I n°i o I B.ts .� . I i 1 i i I vi I [,,, p "b O 1 o CURB INLET TELEPHONE POLE 4 It % I% I ,` I "`" D I I I \�� AD i i i 1 I i I I 1� 1 i 1 I I N LIGHT POLE - 6"SD - 6"SD /- -i-I-i 8"! [P- I I Y ����` l I I i I i I I I I I I I ' > V' o '1 I I 1 1' ' I I I 11 4 I I I' ® CATCH BASIN -- 7--- 1 _ II `"1 '� ro I I I 1 1 1 1 1 1 1 I 11 I I;I �' o o `�°I 'I I I 1 1 , I C 1 1 1 1 I I I TRAFFIC SIGNAL POLE 1 1 &633 �� 1 STORY METAL BUILDING l l I 1 1 1 1 1 1 1 1 ° I Ill srM MH TC: 847.82 END SECTION � 1 5 I 1',\GRAVEL/GRASS I I I I I �_ rn ri m D INLET TC: 828.33 1 1 1 0 'I'" I i 1 i I l i I i I l III /i'I INV 30" RCP N 833.72 O GROUND POST INV 6" PVC E 827.18 II I I 1 I m I`"" 1 -BJ,p BUILDING AREA: 51,800 S.F. i l I ' 1 11 ' ' 1 1 ' I� INV 12" RCP E 841.82 ' QG GAS MANHOLE 1 I l I I I 1 1 GUY POLE 1 N m ` ( DETERMINED FROM EXTERIOR DIMENSIO ) I INV 36 RCP S 833.57 0 GAS VALVE ASPHALT I 1 , 39.5 / I "I I - I ------ " AS NS N8�'©9g11"1E1 �1f I 10 Il''; I� ® GAS METER (- GUY WIRE I II I I I 30.2 I1---------- 63a-------- $8bbawl lM' 1 I 1 IN I I"I I I I CAN'T OPEN 1 ``," I __1____ `` """ D CURB INLET TC. 847.21 ❑ iI ' i I I �� I 1 ---833---------- '7 1 1 i i v I ® GAS REGULATOR HVAC AIR CONDITIONING UNIT 1 1 1 I I ? 1 -- M" 1 I I I I I I ASSUMED PIPE WEST I 1 I I------- 1 d 11 11 I I _ 1 1 Q ELECTRIC MANHOLE ® TRAFFIC CONTROL BOX =_ li'` N O �� I i o i i- o" i 1 I l m1'1 � o l 11 j i -- I- sD 1 I I I 11 © PULL BOX © TRAFFIC PULL BOX = � O TRANSFORMER ® TRAFFIC MANHOLE -- -rnrnll pD Ln 1 I El I I m °� 1 1 11 I 1 I OD OD �, b i I ,ZIm1 m I �' I CONCRETE 1 RM' II ; I l i` i i I I I I 1 I- \ 1 0x0 I * GROUND LIGHT P.O.B. POINT OF BEGINNING I � 1 1! �q, 1 1 z 6 ,� .`, I T I I I l 1 1` 1 1 1T`,I I I I I I D { \ m ' 1 ii i I CURB INLET TC: 847.14 ® ELECTRIC METER P.O.C. POINT OF COMMENCEMENT I "0 1 1 l 1 0 I "`1 1 4, I l? I I I a 1 11 I`I I I I I% 1 CAN'T OPEN '�`` 1 ' I m ' I`�` I I""" , `` i i I 11 ^ I 11\I I 1 I I ASSUMED PIPES EAST & WEST ELECTRIC PEDESTAL R.O.W. RIGHT-OF-WAY I � �1 - ' l W ro m 1 """ B2g *,_ , K I 1 1 Ao 'n0 F I I' I I i- i-__------- -- F I 1 ! ; l i 1 1 1 I i, �I I I ® HANDHOLE TC TOP OF CASTING I 1 "- '{I'1 1 1 OO' 3 .. o /'--------T-'-' °� I I I 1 1 1 1' '' 1 I 1 I ," °' I I 1 I I , M O •• Z v I I I I ),' t 1 , 1 I . 1. I I I ' INVERT I 11 1 m o m 4 cD o I 1 0 / i' 1 I' ' 1 1 O1- 1 ``` li I I I TELEPHONE MANHOLE INV I I i i 1 5 o ° r I �� I " / •0�ti I \\\ -v I l II ' I 1 1111^ I 111 I %Q 2 TELEPHONE PEDESTAL RCP m I� I 1 0) I I I I I 1 1 I I I 1 1 c I I . I I I REINFORCED CONCRETE PIPE 1 L- CABLE N PEDESTAL PVC PVC PIPE 1 ;, j I o 1 I 1 �' 1 1 I 1 �!I� I I I 1 I 1 I 1 11 1�1(/� 1 II /I' C 1 I INLET TC: 827.56 r;111 i `, % � 1 p •" i I "� I I I I � v I 1 1 CONC.11 'PONC I, , I I I i i 11�IS I II J = `III 11 I ,a FIRE HYDRANT CPP CORRUGATED PLASTIC PIPE I + III` 1 N I 1 1 r 1 \ I I ^, 1 � 10 ' 1 1 I , �14 �] 11 I I INV SI, PVC 5 826.46 , m 1 1 rn , I 1 I m I"1 -1 % �, I (y,1v, I 1' 1 ® WATER VALVE VCP VITRIFIED CLAY PIPE I 1 II 1' 1 1 z I }, 1 1 cRAss / Z 1 11 1 IIw 01 M I I I I I 1 I , , 1 1 1 1 1 I J yI I 1 II 1' I I I o 1 I I "\ I I 1 I 1 1 i 1% I I' �I 1 111�d���' Z I I 1 OWsv WATER SERVICE IP IRON PIPE 1 1 I;' 1 I v I m 1 I I I 1 z , I mI D I II 1I I ® PIV VALVE T/P TOP OF PIPE I 1 I 1 I I I 1 11 % ! 1 I ► , 11 Y/ PIV 1 11 1 , I T I I 1 i' 1 I 1 I 1 1 % 11 1' p1 1 1I'1 1 �1 I I III I ® METER PIT T/F TOP OF FOUNDATION 1 I I 'I` I 'I 1 1 I I I 1 1 I F/F=836.56' ^,0I 1 "1 III • 1 I m 1 I I 1 I I 30.2 _ - _ I I \ i I I i 1'' N %` � j I i l"i I, z I 1 III I sc 111�—+ — I SIAMESE CONNECTION F/F FINISHED FLOOR I I 139.o I 630,-- I I 1 1 I Il I I --_- _ 1` 1 %� J- i 1 1 `\ I I 2o,s — 44a7 1'y �` 11I1 11 III I m I III 11 11 m FIRE DEPARTMENT CONNECTION B/C BACK OF CURB I I I III I I ----- I 1 I � - - - CONE` GRASS 11 1 I , WATER SPIGOT HOSE BIBB I °° ' 1 I 629_-"' I I I -` \ - - \� - - - -GRASS--• h2A55----836 - - � - - - - - 1 % I ' A ' I � , J I / i 0111 I I Im I I I1 - coNC. 1 ; 1I("o� mm m l 131 I M II I I / E P EDGE OF PAVEMENT 0' I �; ' 1 I o I \ HVAC 1 I , m a o^ m m ® WATER METER HCSO HAMILTON COUNTY SURVEYOR'S OFFICE I i1� NLET TC: 827.56 11 1 5 I I I I I \\ � jw j h °1° ,` I 1 i 1 1 i i I ciINI 1 I O I 11, 1 ' ` I i INV 8" PVC N 826.46 11 1 1 1 , 1 I, •835---- I 1. I' ' i' I I i 1 1 01<¢ D I 1 II I� 1 ® WATER MANHOLE ' ` ! INv a" Pvc s a2s.as 11 l 1 1 PARKING COUNT 1 1 I --`----------- - 0) O WELL I : I I B/O IS 1.2'W a I I I 1 _\ _ - - - - =835 _ _ _ ___ - - - I l li I r ' i 1 1 1'I 1 101 I 1 11 WS I� ro IL I I[ `\ -- ,------------------------- _ I 1'I ; 1 r; 1� 11 III 1 1 i1 �� O SPRINKLER HEAD Vi ; 1 1 1 1 m ,T 1 I `� I ASPHALT -835 ----� Ili 1 1 I.1 I 1 1 1 l 1 I I I I I � I ® SPRINKLER CONTROL VAVLE I I 1 ` ; I I I I 1 0 11 \ III ' 1N' I 1 11 �O_ WATER FOUNTAIN I i 1%` i i 1 I I I 1 i m ` I cO `` � 5/8" REBAR W/ILLEGIBLE C P I\ i ' 1 Iul, 1 1 1' 1 1 1 1 1 I 1 \��8 1 , 1 INLET TC: 827.48 1 I I i 'I IRON PIPE W/ILLEGIBLE CAP FOUND 15.05'E & ON LINE E T. \ ,{ ' ' , 1 ¢.9..: - -/' \ I 1 1 11 1 1 1 INV 8" PVC N 826.38 I I I I 1 ,I 11 I �"0II I I!' I 1' 1` 1 I I -Y FOUND 0.11'S & 0.12'E CAQ'(1Q'M "W R1 _ 0.. �,: i 1 I PROPERTY DESCRIPTION: A PART OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST (SAID POINT BEING SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 174.90 FEET SOUTH OF THE NORTHEAST CORNER OF SAID QUARTER SECTION); THENCE CONTINUING SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST 483.25 FEET ON AND ALONG SAID QUARTER SECTION LINE; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 235.00 FEET; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAID QUARTER SECTION 200.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF PROPOSED CARMEL DRIVE; THENCE SOUTH 90 DEGREES 00 MINUTES 00 SECONDS WEST ALONG SAID NORTH RIGHT-OF-WAY LINE 280.00 FEET• THENCE NORTH 00 DEGREES 00 MINUTES 06 SECONDS EAST 684.82 FEET TO A POINT WHICH IS 174.90 FEET SOUTH OF THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 36; THENCE SOUTH 89 DEGREES 49 MINUTES 30 SECONDS EAST PARALLEL WITH THE NORTH LINE OF SAID SOUTH HALF 515.00 FEET TO THE POINT OF BEGINNING, CONTAINING IN ALL 7.01 ACRES MORE OR LESS. EXCEPT THAT REAL ESTATE CONVEYED TO THE CITY OF CARMEL BY WARRANTY DEED DATED FEBRUARY 15, 2016, AND RECORDED MAY 19, 2016, AS INSTRUMENT 2016022637. ALSO KNOWN AS: A PART OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST (SAID POINT BEING SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST 174.90 FEET SOUTH OF THE NORTHEAST CORNER OF SAID QUARTER SECTION), SAID POINT ALSO BEING THE NORTHEAST CORNER OF THE PARCEL DESCRIBED IN THE QUITCLAIM DEED RECORDED IN THE HAMILTON COUNTY RECORDER'S OFFICE ON APRIL 26, 2013 PER INSTRUMENT NUMBER 2013025913; THENCE ALONG THE NORTH LINE OF SAID PARCEL, SOUTH 89 DEGREES 17 MINUTES 04 SECONDS WEST, A DISTANCE OF 45.00 FEET TO A POINT ON THE APPARENT WEST RIGHT-OF-WAY LINE OF RANGELINE ROAD AS REFERENCED AND DEPICTED IN THE WARRANTY DEED RECORDED IN SAID RECORDER'S OFFICE ON MAY 19, 2016 PER INSTRUMENT NUMBER 2016022637, BEING A POINT OF BEGINNING OF THIS DESCRIPTION; THENCE ALONG SAID APPARENT WEST RIGHT-OF-WAY LINE, BEING A LINE 45.00 FEET WEST OF AND PARALLEL TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36, SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST, A DISTANCE OF 324.52 FEET TO THE NORTHEAST CORNER OF PARCEL 4A AS REFERENCED IN SAID WARRANTY DEED; THENCE ALONG THE NORTH AND WEST LINES OF SAID PARCEL 4A, SAID LINES BEING ALSO ALONG THE WEST RIGHT-OF-WAY LINES OF RANGELINE ROAD PER SAID WARRANTY DEED, THE FOLLOWING TWO (2) COURSES: 1) SOUTH 89 DEGREES 09 MINUTES 00 SECONDS WEST, A DISTANCE OF 15.00 FEET; 2) SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST, A DISTANCE OF 158.84 FEET TO THE MOST NORTHERLY SOUTH LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE ALONG SAID SOUTH LINE SOUTH 89 DEGREES 09 MINUTES 00 SECONDS WEST A DISTANCE OF 175.00 FEET TO THE MOST WESTERLY EAST LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE ALONG SAID EAST LINE BEING A LINE PARALLEL TO THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 36, SOUTH 00 DEGREES 51 MINUTES 00 SECONDS EAST, A DISTANCE OF 143.78 FEET TO THE NORTH LINE OF PARCEL 4 AS REFERENCED IN SAID WARRANTY DEED; THENCE ALONG THE NORTH LINE OF SAID PARCEL 4, BEING ALSO THE NORTH RIGHT-OF-WAY LINE OF CARMEL DRIVE, THE FOLLOWING TWO (2) COURSES: 1) SOUTH 78 DEGREES 33 MINUTES 46 SECONDS WEST, A DISTANCE OF 2.77 FEET; 2) SOUTH 89 DEGREES 09 MINUTES 00 SECONDS WEST, A DISTANCE OF 277.00 FEET TO THE WEST - LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; THENCE ALONG THE WEST LINE OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED, NORTH 00 - o f o j� 1 1 z i o ry C, W I 1 i I m I °p m (n 1 0 m F1I 1 F1 v l 1M I 1 I I I I N I I 11 i m I li I gg d 1 1 E II I 1 1 1 '' � 1 1 1 vi II 0 1 1 1 1 k. 828 -, I I 11 1 l' 1 1 II I11I I ! 11 1 I 1 IN1I I 1 IIM I I I i - i ' w i i I OI 1 1 1 Il I I 1 I I 1 i 1 I 1 ; l 1 1 I i II ' I 1.35 1 1 i t I I I 1 0< T & V I 1 N N 1 % 0.15 1 % i I111 _--828--, II 1 ' ' 1 , 1 I CONCRETE y0 ' '� 11(1� 9 ERT 2 " C P 826 7 INV 4 M /. _'$ 1 '•tc " %'/ / I / I -', m i / 1 / `t �I GRASS l / 'ham' ,y- I /DRILL HOLE FOUND ! � 7I ! o ' 0 0.42'S & ON LINE N w'I � ' INVERT 1',P ( mn rBENCHMARK _�----_- "__ -<_<- x,-� 7 ELEV.830.3,5'---'829' - I ` ' B/C IS 0.2 W--- 0 } i 1i' _ _ -- --24" -827 _____I-1-,- r - ___ _ _^ 4-830' ��_ 829"-ft*P-���_; I �RA9 11 8_30-831--832------y-_:-,,,, CONC.I_ygL�$RTb _6RI - -g3 - I _- - T BRIO - CONC' LLC - _� INV 8" PVC S 826.38 1 1 I ;' 11 GRASS I I 1 1 'I T 1 I I / 1 I , INLET TC: 827.42 I I 11 I II 3 I I 1 I INV 8" PVC N 826.22 I III 1, INV 10" PVC S r826.22 - � _J I i I I a �I I I 1 II I! I; I 1� i m 1 I — J D 4 > I v�Zn�l I Am"I1 I I P, I m� I omA I A M FA I I 1 I m2m o0:a61 INLET TC 1P27.40 / 826.10 / 1 o,{C 0 y W , INV 10" INV 10" YC N V,C S 826.10 / 1 � ` 58 T I , , Z z I, / ASPHALT , n c - -, I I I I / MVN� I 'I / I/ w8Zm;1 a 1 I / ^j m 5 N to �/ / I' I F- I i 1 / I I / I I / It 1 I I INLET / I'C: 827.52/ I , :� INV 1, PVC N 26.07 INV J PVC S 826.07 i ;' / 1 C IS D.6'W0`\' - /-1 I I /I / m - 0y41 1 PARC 4 PER IgqSTR. NO. 0160226,37 ID"LANDI CON VEYEd TO CITY OF CAR4�EL 1 b' 1 ,I 1 I 4N MH T : 34.80 INV /W 816.40 INV 8"/ E 827.30 � INV/' E 816.40 1 n� as I -� I §' --_4r--- 19'_ 0O M .73' M. \ F.Go 7 -- , ---_-l- ay I m _ I I _ I I , 1 I —-------- — — — — I 1 II \ f — — — — — — — ------- I i 1 ` - •835------- ' O 1 1 I`1`1 I`�`' �c,�7a1 .`�� I I -----836- 3 m I I I I' i - a 838 -- i I --0E--�----OE _ I I i1 I "I I i 1 I I 1 0� I 1 1 I m 1 I \ I r iQ" I C� J{ o I I 1 I / I I � I / � I I 0 1 m I 1 ' ASPHALT '' I I II I' I I/'1 I ; I rn 11, /I I '_1 rl I 1 I I o N89'09'01''E R1. 1 I I S m S89*09,00"W M. mD m 1 277.00y R1 &M. I I �.-, ; ---� I I \ .� �/-1 - J I o_� - m Y /'-i/ ' //� _ GRASS •INVERT 15'l CMP :828.72 ____�_________831_ ______ L���� _ _ --- -832 -------3: i29-�,,, 832 -33--- 9Ri�INAL--NeI °" _IS_34_�835-- -_ E- L_-�836--837-- -- ------ =�I,IS ='6AN- - - �Q -- -=�--= /I 1III /',, / i , / / / I 1 " I / / i O GRASS , / ,, /' / 1 O / / / % 0 /I / / ; i1 /' ,i / C • %/'/ "I ' i I IR- N78'?'3 4 f 1.1 I � k' 78'3,3 4"(N 1 M. 1 I +I- !2'77' 1MI I 1 1 '.. L, I'..I 1 \ -��_ - - 7� E0 q - f 1 - ---%; / 1 ' o<v I ASPHALT I g41-- --T- 843" 84D a r _ __ ti N' ' ' - 0 846.544 6� 0°� • BAB 235.00' R&R1 &M. GRASS ASPHALT \ \�\ PARCEL 4A PER INSTR. NO. 2016022637\�It LAND CONVEYED TO CITY OF CARMEL FOR STREET PURPOSES \ 1 WETLAND INFORMATION NO WETLAND AREAS WERE DELINEATED IN THE FIELD. NO APPARENT WETLANDS ARE LOCATED ON THE SUBJECT PROPERTY ACCOR G TO THE U.S. FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY LOCATED AT WWW.FWS.GOV/WETLANDS (PER WETLANDS DATA LAST MOD ED ON MAY 1, 2014). / / 1 11 9'01"W R1. I % I I 1 9'00' M. \ 1 ' S. 0' R1 M. I — I II 1 III I 1 l I S89'pp9'01' P1. i 1 1 S89-09'00' w1. I I1 15.00' R1 M11 1 I I PI ; ` I I I 1 ix 1 I�Q 11 1 I 1 �'1 1 I f1 I I 11 1 11 I 'I I I I 1 1 11 1 m 1,I I I I 1 1 1 I I 1 i I iI1 FATN I I % I, / II0 I N'' I I 11> 1I I ml I I of I? II 1 � -- �1 N I I I �I I I I MI A II I I 1 I I 12" RCP NE :839.84 INVERT 12" TILE SE :840.14 0/ SAN MH TC: 841.79 INV W 838. T/P NE 837.09 �� T/P SE 837.09 t� ASPW,ALT 11 D , - m 1 CONCRETES I,. BRICK WAL lk® _F Po�`! CONC.WALK 1 - " i ro a ' - I I 1 DEGREES 50 MINUTES 44 SECONDS WEST, A DISTANCE OF 628.75 FEET TO A POINT WHICH IS 174.90 *SPHALT `I I j I Wt� 11 UAI"IMLL UHIVL \ a / \ FEET SOUTH OF THE NORTH LINE OF THE SOUTH HALF OF SAID SECTION 36, SAID POINT BEING THE 1 , I 1 ' PUBLIC RIGHT -\OF -WAY `, l \ fO ' \ ` NORTHWEST CORNER OF THE PARCEL DESCRIBED IN SAID QUITCLAIM DEED; N m �I - - m m m p w M �/ d_ THENCE NORTH 89 DEGREES 17 MINUTES 04 SECONDS EAST, PARALLEL WITH THE NORTH LINE OF - �I - - - I -�- I~II - - - - - -" - - -° - - (3 - - - - - - - - - - - - - - SAID SOUTH HALF, SAID LINE ALSO BEING ALONG THE NORTH LINE OF THE PARCEL DESCRIBED IN \ I 1,- 1 `I �I 1 &,. % / \\ SAID QUITCLAIM DEED, A DISTANCE OF 469.68 FEET TO THE POINT OF BEGINNING, CONTAINING 6.090 _ - - - --.�` ACRES, MORE OR LESS. - - - - - � _ _ -__ _-_ - � _+- - - ` p- -- - 1 - �-I- _ R7Lri( P- . F`o BRfCfs-4C-ACF - UE - iK - - _ -" _ � � - RICK WALK , ' � - @K - _1 � ®- `ISAN TC_842�1\ \ y'- = - - �_ �842-- - - - - 1E - - - (n = m O z O _ - - - _ _ _ _ BRICK F,p BRLCK C LK - - - - - - /S- - - _ _ _OE _ - �, .L 1 - NC. WEt{K ,4s - 4�BRICK W -- - ------ --- -- 834- ---- 37' 77 -- _ 4 . \ ' -g5 GRASS I CONCRETE GRASS \ 8 1 �� �'� r / GRASS - - - - - BRICK 8 - �Llfr-- GRASS C- f-,_ E / \\ 0 y%' __ - I� - -`'-'- - _� C��8341"�` _ J� - \ I 0 1/ / -- 84- I I /�r — \ NOTES: 1. "M." DESIGNATES MEASURED DIMENSION/BEARING, "R." DESIGNATES RECORD DIMENSION/BEARING PER ALTA COMMITMENT NO. 15-3025, "R1." DESIGNATES RECORD DIMENSION/BEARING PER INSTRUMENT NO. 2016022637. BENCHMARK: 2. DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF. 3. NO DIMENSION SHALL BE ASSUMED BY SCALE MEASUREMENT HEREON. THE BASIS OF ELEVATIONS HEREON IS NAVD 88. 4. DUE TO THE POOR QUALITY OF STRIPING, PARKING STALLS ARE NOT DISCERNIBLE. IRON ROD SET - SEE DRAWING FOR LOCATION. 5. THERE WAS NO EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. ELEVATION = 830.35' PARTY TIME, CARMEL, I N PROJECT No: WOOLPERT, INC. 74904 II 01 IIt I 1 t1 �I I I w1 I rn �I 11 wI ;{ 1 w '�� 1 I I tI SURVEYOR'S CERTIFICATE■ MONUMENT W/BRASS CAP FOUND AT THE SE CORNER OF SE 1 4 OF SECTION 36 18 3 PER HCSO CORNER RECORD STATE OF INDIANA ) NO. 17030103/17040601/18033609/18043107 ) SS --- COUNTY OF MARION ) TO: CARMEL DEVELOPMENT II, LLC, AN INDIANA LIMITED LIABILITY COMPANY CITY OF CARMEL REDEVELOPMENT COMMISSION = HAMILTON NATIONAL TITLE LLC CHICAGO TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS: - 1, 2, 3, 4, 5, 6(A), 7(A), 7(B,), 8, 9, 14, 16 AND 18. OF TABLE "A" THEREOF. THE FIELD WORK WAS COMPLETED 10/10/14 AND SUPPLEMENTED ON 09/15/15 AND ON 03/23/16. THE UNDERSIGNED, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF INDIANA, DOES HEREBY CERTIFY THAT THIS PLAT OF THE REAL ESTATE DESCRIBED HEREON WAS PREPARED UNDER MY DIRECT SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF WAS EXECUTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE INDIANA SURVEY STANDARDS AS DEFINED IN TITLE 865, ARTICLE 1, RULE 12 OF THE INDIANA ADMINISTRATIVE CODE. I AFFIRM, UNDER THE PENALTIES FOR PERJURY, THATI HAVE TAKEN REASONABLE CARE TO REDACT EACH SOCIAL SECURITY NUMBER IN THIS DOCUMENT, UNLESS REQUIRED BY LAW. DAVID N. AYALA, PS INDIANA REGISTERED LAND SURVEYOR NO. LS20000227 LICENSE EXPIRES 7/31/16 DATE: __-____ WOOLPERT, INC. No. DATE REVISION 7635 Interactive Way DATE 04/19/16 A PART OF THE SOUTHEAST 1/4 OF SECTION 36, ��� suite 100 TOWNSHIP 18 NORTH RANGE 3 EAST OF THE 2ND PRINCIPAL SCALE AS SHOWN W O O L P E R T Indianapolis, IN 46278 DES. SRK MERIDIAN, HAMILTON COUNTY, INDIANA DESIGN IGEOSPATIALIINFGASTRUCTUPE 317.299.7500 FAX:317.291.5805 DR PTK ALTA/NSPS LAND TITLE SURVEY CKD. DNA 1 Preliminary 07/05/2018 10:06:51 AM 06/17/16I PER REVISED TITLE COMMITMENT ,� � DONT DIO