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Home My WebLink About35-96.4e" a N89'27'30'E 2625.85' N88- 42'00'E 2622.55' ------------------------- - - - - -- - ------------ - - - - -- -- - - -�{� ---- - - - - -- N.V. CORNER NE /4 North Line NE /4 Sec. 36 -18 -3E N.E. 36-71 NE/4 3 North Line NV /4 Sec. 36 -18 -3E , SEC. 36-TI8N -R3E SEC. 36-T18N -E • N.W. CORNER NV /4 +it, SEC. 36 -T18N -R3E N Q' q 1b I I W N ^ +e'� M +�,A► C A e C, , 4hiint�. I i Point of Beginning . rote rnsr ,3°j !�� i VIiRiLITr Of e�'` i %;•:dl, ;.' IPS LAND DESCRIPTION r e VAT" mr -tl■c I ; 0b ?, Abq A parcel of land lying within Block 14 of the Carmel Science / z & Technology Park, as per plat thereof, recorded in Plat Book �TESc3m '. /i&wv �'/ ^► 13, page 68, Office of the Recorder of Hamilton County Ivtt i NOTE: AVOID TION AVOIDING DAMAGE DURING JWCTR i / ! ►?� / 9A ► A Indiana, Q) WUM v1TM TW a!o<tR Ta 1�ATt w � v1M n AWt Mio,oR is > "` GO6°"'ID"'m"'� """° ""�_ `° mot, `° % a 16 BEGINNING at a 5/8' iron rebar with a plastic cap stamped STOMM or EX 11111M L vON Or "t M UTILITY 10 �TOtS ` AL: OUT TMe °`°`T ` b 'Weihe En r LS 0012' (capped rebar) located at the Northern i „r• -T�1 � TRd10ti � �, ♦7KCT RrrS1CX tlMltslti �{.= Kt. •s vo` TRta:Ot 41O" atass a TREM ■[AR nE 03CYNXT�l °� ' / 12 'Z most corner of Block 14P of the Carmel Science & Technology Park, as per plat thereof, recorded in Plat Book 13, page 68, ¢tfS`ec ,�' / I in the Office of the Recorder of Hamilton County, Indiana, TREE PRESERVAT /ON DETAIL e ¢� or'� o !S` 1 said point being also the intersection f the P g o e �� sal t\c¢ o\�iQ w° ��/ ; �; right -of -way line of Adams Street and the East line of the ¢�? oo - ✓ ,�/ e Northwest Quarter of Section 36, Township 18 North, Range 3 �QeAle I �,� East, Clay Township, Hamilton County, Indiana; thence South 44 degrees 05 minutes 00 seconds West (plat bearing), a distance of 955.81 feet on the Southeasterly right -of -way a line of said Adams Street to a capped rebar and also the �' beginning of a curve, concave Easterly, having a radius of BLOCK 15 4b 20.00 feet and a central angle of 90 degrees 00 minutes 00 9 9 seconds; thence Southwesterly along the arc of said curve to the left, a distance of 31.42 feet to a capped rebar and the sec. ^. .q c, �' curve's end; thence the following three (3) courses are on / ► „yf /, �Q r_ the Northeasterly and Easterly right- c11�' -way line of Clark Street; L) South 45 degrees 55 minutes 00 seconds East, Li ►�^ 479.43 feet to a capped rebar and also the beginning of a 'J curve, concave Southwesterly, having a radius of 385.00 feet End of Street Pavement �j' /�`8 ,'b , and a central angle of 45 degrees 23 minutes 40 seconds; 2.) and Concrete Curbing �0, / °< thence Southeasterly along the arc of said curve to the +��j' �P�;` A•` right, a distance of 305.03 feet to a capped rebar and the Q curve's end; 3.) thence South 00 degrees 31 minutes 20 - o-ti \i�, �;;��.,,C ( seconds East, 294.48 feet along said right -of way to a capped e,o OQ // rebar and the beginning of a curve, concave Northwesterly, to ; o having a radius of 625.00 feet and a central angle of 53 degrees 19 minutes 20 seconds; thence Southwesterly along the ',^ I arc of said curve to the right 54.85 feet to the intersection � e - B� t' . >e of a non - tangent tine with said curve; thence North 89 ♦ ; �/ / / - - _ i S 3 degrees 28 minutes 40 seconds East 382.40 feet along said line to a capped rebar and the East line of said Block 14; 2 , ,, ►�° thence the following three (3) courses are on the perimeter i P" Iffy. • 834.37 + + e of said Block 14; 1.) thence North 00 degrees 31 minutes 20 Son. \t�F.H e e lb "^ I (Y) seconds West, 700.98 feet to a capped rebar; 2.) thence South or / T.C. = 841.22 tiA 88 degrees 35 minutes 12 seconds West, 165.00 feet to a N. V, INV. = e30.27 o copped rebar; 3.) thence North 00 de rees 31 minutes 20 = 830.27 PP 9 __ �• % tq seconds West, 970.39 feet to the POINT OF BEGINNING, d,starin ,. .� �, �, . containing 15.500 acres of land, more or less. ems► T.C. ■ 037.62 tav utv 83.37 e� 2• Subject to all legal easements and rights-of-way. S1. niV. ■83487 . 4 T C. w 375 i 9 9 Y' N.W. INV. ■ 834.66 Edge of vats Free, .�� / � SZ. INV. • 834.66 2 a C / �/ NORTHWESTERN NATIONAL LIFE INSURANCE (A Minnesota Corporation) Instr. #9022764 ^� e� 15.500 AC- - - s -- 1 Michael L, DeBoy, Reg. �Rbia 9: / STATE OF 'Iff / . TP San. M.H. .111 I Y T.C. ■ 840.73 .. � 1• Brass Plug Found ap N.E. INV. = 828.92 e b. X10 S.E. INV. - 828.92 Ob .p a IPS HELEN MOFFIT MUELLER r � `� � � bib � .� �o'` �►o , ., � � � \Fo - - - - - -- Book 48, Page 462 CURVE DATA 840 �` �� _- ��o ' X. - � � ol + + � sec o = 90.00'00• R 20.00' ,�, � .,�� - , � 02` 2' A• 0 1 Curve Length = 31.42' ��,>, Chord Length = 28.28' .,•° e� Storm IrA t ` Chord Bearing = S00'55'00' E S.W. Storm Ida \ ,� ^� ikp T C • ! ?826 l�b�. NE. INV. • M41 • "P` , S.V. INV. • 835.11 �� l,j �oT ► q^ ^^ ^, o _• ^ Sx. INV. ■ 035.11 ^�. `t . ��1� �\ ` �q �►1 '�►2- +•` � � 14 \t ' •� 12 e e 9y +gyp o to San. M.N. la° 1' Hollow Pipe Found ,. c\ T.C. - 842.38 y^ N.W. INV. = 827.35 o- ^► t►o e• 2.3' N of IPF e'P2A 4 e' �lQ a \�. S.E. NV. 827.35 b e 2,04' Deed Gap IPF °45'00 "W 164.99'\ 2b 4 954 ��\ b b` Ditch FlOwl{n2 - ` e'� - ,,'' � j `�. o poi \ ! \ ';° oq2 e► + _ --� - _ � - -- -- +e Storm Inlet qee - �' 840 _ -- - - � _ T4 b` - - IPS T.C. ■ 83623 ,�,' �, `�`� P� • N.E. INV. • 834Z3 lip S.V. INV.. 83423 �° - b - ,L`' - TP► - - - - -. �lb oy \ - - -- - ' �' �� '� ♦ '�. ...- �' -- b -- - -` _ -- a -- '� -.- -- ►° � !` q^ PS 1z Tp q 1 .144 X op ^+ 4b 0, T.0 e�e'T `0 `te eo San. M.41.83 H. e� g►° 4 = 8 ^ e `+s'°C�• I i ti► R",�,' StOrn Inlet b a e N.V. INV. - 826.36 ► e , Tt. ■ 838.17 N.E. INV. ■ 83444 S.E. INV. - 826.36 ►o le ,q N.V. INV. 83444 eye e' �` b �,o + o e . S.E. INV. 83444 a q s 4 e , e a o a e Edge of Water - a`Te"�p \ '�• � /^Ao°' �' 10 'C.� I _ Pipe Inv. ■ 827.79 4b V BLOCK 13 `M \ dT +, of S "DON'T DIG BLIND" Call Mondoy through Friday-7 AM to 6 PM 1 -800 1 -800 382 -5544 428 -5200 Withn Indono outsWo irndono LEGEND (DMy = UTILITY MANHOLE `L = WATER SHUTOFF VALVE &rwr = POWER POLE - AE- = AERIAL ELECTRICAL LINES �■ = FH FIRE HYDRANT Try = TELEPHONE PEDESTAL ___- = EXISTING CONTOURS IPS = 5/8' IR ❑N REBAR SET WITH PLASTIC Chord Length = 297.11' CAP MARKED 'WEIHE ENGINEERS 0012' = EXISTING TREE, NUMBER INDICATES DIAMETER OF TREE TRUNK -iP- = TREE PROTECTION Scale I' = 60' 0 30 60 120 Vq. V* �q2 1 IPS I I� ,d I rL A fU v c Q) o^ d N 6 �o W I Q) e 2° 840 6 C �e a Q �q ' O ' N I 1 0b �� 24 op b 0k ► 00 eA ea'�^ e,'�Z° e,'�`p IPF ,IPF 1Q W Q V Hotlow Pipe Found 2.3' N of IPF /Guy Anchor Wire (Typ.) .-1' Hollow Pipe Found e 1.3' N of IPF rwr AE ONE AE X112' Rebor Found 0.9' S of IPF AT &T Commun co tons, Inc. Instrument #9328283 L� 0 0 i� LJ LJ O LJ l J 0 0 Z e� e''fl FWP W /(3) Ti �for■rr• N89 °28'40'E 382.40' I ' San, M.H. INV. = 82382 NORTHWESTERN NATIONAL LIFE INSURANCE f ' (A Minnesota Corporation) Instr. #9022764 Drew G. & Pamela J. Rickert Instrument #9429343 O REVISIONS DATE BY JOB NO. Prepared For: Added easements per plat 5,17,85 D.Y. 95 -453 � WEIHE ENGINEERS, I N C . rig co Added 1/2 acre to surveyed DRAWN BY: w tract at client's request 5/17/95 D.Y. Ryland Group 1 n C . - I n di i n ap o l is Division Added additional topo. D. York . 10505 NORTH COLLEGE AVENUE ALLAN H. WEIHE, P.E., L.S. 5/17/95 D.Y. CHECKED BY: INDIANAPOLIS, INDIANA 46280 • PRESIDENT All Revisions Made to Weihe . (317) 846 -6611 Conditions Survey Job No. 95 -015 Existing / Y Added tree protection 10/24/ MNO DATE Pt. of Section 36, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana F.B. N.B. PAGE # 1 -25 -95 CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS a \\ \\ tt�0 ►` �i` °� q ISN 7q CURVE DATA ":i L = 45 °23'40' a , \ R = 385.00'0 Curve Length = 305.03' \, Chord Length = 297.11' Chord Bearing = S23'13'10'E \\ m a \�\ \\ 1 Son. M.H. i T.0 = 843.88 N.W. INV. = 825.32 r , S. INV. = 8532 o`� TP Bross Plug F�:,nd \\ A se I 'IPS ►oe 15' oncrtte Pipe Stub Storm itt m T.C. ■ 84035 cs Is, {Kp ■_ .� StQr: Inlet T 840.59 ^ E. INV. ■ 837.05 N. 1Nv. 837.05 I 1 V• N,/• a 837.49 1 E. NVy ■ 837.49 {,�h 0► 2' Rolled Concrete Curbing (Typ.) 1 Zq co � 1 Y Lv ►,O e e� � e + 2' CD I 15' Sanitary &. Utility Easement 0., ►2 I O O e A e ►, ^ 1 y 2 ill I - qo Scale I' = 60' 0 30 60 120 Vq. V* �q2 1 IPS I I� ,d I rL A fU v c Q) o^ d N 6 �o W I Q) e 2° 840 6 C �e a Q �q ' O ' N I 1 0b �� 24 op b 0k ► 00 eA ea'�^ e,'�Z° e,'�`p IPF ,IPF 1Q W Q V Hotlow Pipe Found 2.3' N of IPF /Guy Anchor Wire (Typ.) .-1' Hollow Pipe Found e 1.3' N of IPF rwr AE ONE AE X112' Rebor Found 0.9' S of IPF AT &T Commun co tons, Inc. Instrument #9328283 L� 0 0 i� LJ LJ O LJ l J 0 0 Z e� e''fl FWP W /(3) Ti �for■rr• N89 °28'40'E 382.40' I ' San, M.H. INV. = 82382 NORTHWESTERN NATIONAL LIFE INSURANCE f ' (A Minnesota Corporation) Instr. #9022764 Drew G. & Pamela J. Rickert Instrument #9429343 O REVISIONS DATE BY JOB NO. Prepared For: Added easements per plat 5,17,85 D.Y. 95 -453 � WEIHE ENGINEERS, I N C . rig co Added 1/2 acre to surveyed DRAWN BY: w tract at client's request 5/17/95 D.Y. Ryland Group 1 n C . - I n di i n ap o l is Division Added additional topo. D. York . 10505 NORTH COLLEGE AVENUE ALLAN H. WEIHE, P.E., L.S. 5/17/95 D.Y. CHECKED BY: INDIANAPOLIS, INDIANA 46280 • PRESIDENT All Revisions Made to Weihe . (317) 846 -6611 Conditions Survey Job No. 95 -015 Existing / Y Added tree protection 10/24/ MNO DATE Pt. of Section 36, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana F.B. N.B. PAGE # 1 -25 -95 CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS