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Home My WebLink About024-98.7� L K J N G F 0 � c 0 A 0 � ; 7 # n rr�. ' � �w .. �,�y3m, �. i: �� f�' � �.x�,, �� '� � �� :�_ � , r� � f �r { �� `� �� ; � �� , �� 2 I 3 � 5 6 Surveyor's Report 1. In occordance with Titie 865, Artide 1, Chopter 12 of the Indiona Administrative Code {'Rule 12'), the following obsenrations ond opinions ore submitted regording the Morious uncertoi�ties in the bcations of the lines ond comers estoblished this surv�ey os a result of uncertointies in reference monumentation; in record descriptions and plats; in lines of occupation; arid os introduced by rondom errors in meosurement (`Theoreticol Uncertainty"). There may be unwritten rights ossociated with these unceftointies. The Gient 9hould assume there is on omount of uncertainty dong �y line equal in mognitude to the discxe�ncy in the location of the lines of possession �rom the surv�eyed {ines. All �►rv�ey monuments set or �ound this �rvey are flush with existinQ 9rode unless otherwist noted. The Theoretical Uncertainty (due to random errors in measurexnent) of the cornefs of the �ub ject troct established this survey is within the specif�cations for a Gass C Survey (0.5 feet) os defi�ed in IAC a65. This survey is based in port on previous surveys performed �y Schneider Engineering Corporation for the parent parcel(s) in this oreo. (Job # 521, 521.0408, 521.0409 ond a97). �lost of Section 11 wos trover9ed ot that time for the purpose of co�trdling the v�or�ous bour►dory lines. A 5/8 inch rebar wos recovered at the northwest comer of the northwest quorter. A Norri�o� mo�ume�t M►os recovered at the northeost corner of the northwest quorter. A PK noil was recov�ered ot the �outhwest cornd- of soid quarter section. The centerline of U.S. Highway 31 wos established bosed o� bross plugs in concrete monuments on the new centeriine ( the hiqhwoy hos since been improved ond said monuments hove been destroyed.) Horizontal co�trol for this aurv�ey ia from the oo�trd set on the prev+ous surv�eys os noted abov�e �nd irom subsequent construction staking performed 'n the oreo. Thexe is in my opinion approximotdy 0.4 f�et of uncertainty ossocioted with tfiis reference monumentatio�. The sub ject trocts are cutout porcels from the porent porcel (A�eridian 465 As9ocates, LTD - k�strument �' 84-17376). These Parcels were creoted previously by Schneider Engineering Corporation per the owners instructions. The west line of the porcels is contiguous with the eost line of The Reserve at Spring �lill $ections t ond 2, recorded as Instrument �' 94-27146 (Plat Cab. 1, Slide 429 dc k�strument # 96-01852 (Plat Cab. 1, Slide 648). The north line of the sub ject porcel �0' is contiguous with Spring M�I Section 2. A 9 foot high wood privacy fence exists along the west line of the sub ject porcds os shown hereon. The fence is generolly along the I�e except ot the northwestern most corner were the fence is os much os 5 feet east of the line as shown hereon. The 9 foot high wood privocy fe,nce is opproximotely 1 foot north of the line at the northwest corner of Parcel C. An 8 foot high brick woll (16' width) with 2.0 foot by 2.7 foot columns exists dong the north line of the sub ject porcel. The wall vories from 0.4 feet south of the north line of Parcel D to 1.2 feet south of the line ot the northwest corner of Porcel D. (See detail hereon) An irrigation pump house enclosed with o 6 foot high wood fence extends ocross the south line of Porcel C as shown hereon. Additionally on irrigation line opparently n�ns through Porcel C f�om soid pump house easterly to an irrigotion control box near Illinas Street os shown hereon. A storm sewer line oppeors to cut diagonolly through the east side of Parcel C from o curb inlet just north of the north line of Parcel C to on outlet pipe in the loke which exists just south of Porcel C. There is a possibility of remnonts of old improvements on Parcel C. Those improvements may be such things as, but not limited to: Underground utility lines, potentiol bosement/foundotions ond septic system. The east line of the subject parcels is intended to ond generolly does correspond with the back of curb of the existing Illinois Street. 2. The occuracy of ony flood hazord dato shown on this report is sub ject to mop scale uncertointy and to ony other uncertointy in locotion or elevatio� on the referenced flood Insuronce Rote Mop. All of the within described tract of lond lies within thot Special Flood Hazord Zo�e C os soid troct plots by scale on Community Panel Number 1800081 0012 C of the Flood Insuronce Rote �lops for the City of Carmel, Indiana (mops dated moy 19, 1981.). 3. Ownership information indicoted hereon is as identified in County or Township records or on title work provided by others. 4. The within plat and survey were prepared without benefit of current evidence of source of title for the subject troct or od joiners ond ore therefore sub ject to any statement of facts reveoled by exomination of such documents. 5. Easements shown hereon were bosed upon previous Schneider Engineering Corporotion surveys o�d land descriptions prepored in the orea. Where no recording infamotion is shown ossocioted with these eosements, they should be considered opproxim�te at best. No verification or odditional reseorch concerning these easements was performed as o port of this survey. Title work should be considered. Certificate of Survey To the best of my knowledge ond belief the within plot represents o survey made under my supervision in occordonce with Title 865, A�tide 1, Chopter 12 of the Indiano Administrativ�e Code. The field woric for this survey was performed between November 6 ond November 21, 1996 ond the survey completed on November 22, 1996. The topoqraphic ' formation shown hereon wos gathered with o Geodimeter electronic total station utilizi rodial y hniques. -- - -- -_��!Y SL 1/ �� ' �'�` - - ��T�� Kris D. Conover � Registered Land Surveyor �95-000012 ��12 November 25, 1995 �a �NO ��Q � � � � � � I � 5 �� „ � _, ..,.. , _:.. _ . , , . ,. � , . :��:�� , . � � ,_� ;: � 9 I 10 � 11 I 12 LAND DESCRIPTION (Porcd 'C') Port of the Northwest and Southwest Quar;er of Section 11, Township 17 North, Ronge 3 East in liamiton County, Indiana, being more porticulorly described es fdlows: Commencing ot the Southwest comer of the said Northwest Qua�ter Section; thence on on assumed beoring of North 89 degrees 06 minutes 10 seconds East dong the south line of soid Northwest Qu�-ter Section a dista�ce of 246.83 feet to the Beginninq Point; thence co�tinuing North Q9 degrees 06 minutes 10 sxonds Eest dong the soid south Ine e distoncx of 46.97 feet; tt►ence North 45 de9rees 00 minutes 00 �econds Eost a dstonce of 322.77 feet; thence North 90 dec�ees 00 minutes 00 �econds Eost o disto�ce of 23.52 feet to o curv�e having a rodius of 625.00 feet, tt►e rodius pcHnt of whicfi beors South 78 degrees 33 minutes 52 seconds East; �ence southerly along said curv�e on arc distonce of 124.74 feet to a point which beors South 90 degr��s 00 minutes 00 �econds West from �oid rodius pant; thence $outh 00 degrees 00 minutes 00 seconds West, porollel with the West line of soid Northwest Quorter Section o distance of 117.30 feet to a curve hoving o �odius of 635.00 feet, the rodius point of which bears South 90 degrees 00 minutes 00 seconds Mkst; thence southerly dong �oid curve an orc dist�ce of 87.18 feet to o pant which beors South 82 degrees OS m�utes 03 seconds Eost from soid radius point; thence South 90 deyrees 00 minutes 00 seconds Mkst a distona of 280.43 feet; the:nce North 00 deqrees 03 minutes 10 seconds East, pordld with the West fine of the soid Southwest Quorter Section, o distonce of 99.15 ket to the Baginning Po+nt, contoining 1.320 ocres, more or less. UND DESCRIPTION (Porcel 'D�) Port of tht NorthWest Quorter of Sectio� 11, Town�hip 17 North, Ranqe 3 E�t in Nom�ton County, k►diona, being rr►ore porticulariy descr�ed os �oHows: Commencing ot the Southwest Comer of the said Northwest Quo�ter $ection; thence on on assumed beoring of North 89 degrees 06 minutes 10 seconds East olong the south line of soid Northwest Quorter $ection o distance of 293.80 feet; thence North 45 degrees 00 minutes 00 seconds Eost o distance of 322.77 feet to the Beginning Poi��t; thence North 00 degrees 00 minutes 00 seconds Eost, po�ollel with the West line of the said Northwest Quorter Section, o distonce of 757.18 feet; thence North i6 degrees 14 minutes 35 seconds East o distonce of 354.56 feet; thence North 64 degrees 22 minutes 00 seconds Eost o distonce of 43.01 feet; thence North 89 deqrees 15 minutes 00 seconds Eost a distonce of 558.44 feet to a curve having a rodius of 185.00 feet, the rodius point of which beors North 82 degrees 39 minutes 55 seconds West; thence southwesteriy along said a,rve on orc distonce of 80.45 feet to a point which beors South 57 degrees 45 minutes 00 seconds East from soid radius point; thence South 32 deqrees 15 minutes 00 seconds West o distance of 297.48 feet to o curve hoving a rodius of 261.00 feet, the rodius point of which bears South 57 degrees 45 minutes 00 seconds Eost; thence southwesterly olong soid curve an orc distonce of 146.91 feet to a point which beors South 90 degrees 00 minutes 00 seconds West from said re�dius point; thence South 00 degrees 00 minutes 00 seconds West, porollel with the West line of soid Northwest Quorter Section, a distonce of 5.25 feet to a curve hoving o rodius of 40.00 feet, the radius point of which beors South 90 degrees 00 minutes 00 seconds West; thence southwesteriy olong soid curve an orc distance of 47.22 feet to the point of reverse curvoture of o curve having a radius of 165.00 feet, the radius point of which beors South 22 degrees 21 minutes 50 seconds East; thence southwesterly along said curve an arc distonce of 188.50 feet to the point of rev�erse curv�ture of o curve having a codius of 40.00 feet, tne rodius point of which beors North 87 degrees 49 minutes 20 seconds West; thence southwesterly along soid curve an orc distonce of 32.18 feet to o point which beors South 41 deqrees 43 minutes 29 seconds East from soid rodius point; thence South 48 deqrees 16 minutes 17 seconds West a distonce of 147.42 feet to o curve hoving o radius of 625.00 feet, the radius point of which bears South 41 degrees 43 minutes 43 seconds East; thence southwesterly along said curve an orc distonce of 401.82 feet to o point which bears North 78 degrees 33 minutes 52 seconds West from said radius point; thence South 90 degrees 00 minutes 00 seconds West o distonce of 23.52 feet tot the Beginning Point, contoining 8.933 acres, more of less. 7 I 8 I � .. Utilities Gas Electric Indiona Gas Company Public Service Indiona 15900 Allisonville Road P.O. Box 312 Noblesville, Indiona 46060 Noblesville, Indiona 46060 (317)773-0430 (317)773-1980 Wat� Sonitory Sewer Indianapdis Woter Compony Clay Township Regional Woste District 1220 Waterwoy Boulevord 10755 North Coflege Avenue Indionopdis, Indiono 46202 Cormel, Indiana 46032 (317}639-1501 ext.222 (317) 84-4-9200 Telephone Storm Sewer Ameritech City of Cormel 220 North Meridian Street City Hall, 1 Civic Squore Indianapolis, Indiana 46204 Carmel, Indiona 46032 265- 4878 or 1-800- 382- 5544 (317) 571- 2441 , Coble Television Streets Americon Cable, Inc. City of Carmel 516 Eost Cormel Drive City Hall, 1 Civic Squore Cormel, Indiono 46032 Carmel, Indiana 46032 (317)844-8877 (317) 571-2441 Utility Hotline: within Indiono 1-800-382-5544 outside Indiona 1-800-428-5200 Note The nature, size and locotion of utilities ore per plons and locations provided by the respective utility componies. The above list constitutes some, if not oll, of the utility companies which moy provide senrice in the areo of, ond od jacent to, the sub ject pro ject, bosed upon the information ovoilable through such plons ond locotions, and any incidental visuai inspection. All utility companies should be notified prior to any excavotion for field location of services ond verificotion of size ond noture of services. A separate Utility Report wos creoted as a part of the within survey. Tr�s report details our interaction with the various utility componies, contains copies of the vorious utility plons and moy provide on indication of the accuracy of the locotion of the utilities shown hereon. One copy of this repo� t wos provided with the final copies of this survey to the client. Pleose contact Schneider En9ineering Corp. if additi�nol copies ore required. 10 11 1� 13 0 a ` t a I k �� : 14 15 TEWfPORARY BENCH i�ARK �� WT •X" ON TNE NORTH RII� OF A SANITARY MANHOLE ON THE WEST s�� o� �as s�EET 5' sou� OF TNE SOUTN PROPERTY UNE. ELEV = 840.10 TBM#2 CUT "SQUIIRE' ON TOP OF THE NORTN SIDE M� THE CONCRETE BIISE OF AN AREA LJGHT IN TNE ILIJNOIS STREET MEDIAN, 65't SOUTH OF SOUTN LINE OF SOUTH 'TNOMPSON' BLDG. ELEV. = 839.29 13 ! 1� I 1� �_ , . _. _r . _ --- I i� I � Re�iaiona 1. CU1 5/14/97 ADO ORNAIfTAL 1REES AND EA�NT 2. CW S/21/97 ADO MVERT FOR SMNTRY YANFIOLE CFR11f1ED BY �16 dtAMIC MO 11f �Jl� DE9G1lS AND 0011(iPTS COMTN�ED lU�J1 AitF M E�IAfSTVE N1EllECTUAI PR�EAT/ UF $WEJDER DIClE�ii�IC C0�'ORAl10N MO ARE NOT TO � tlSID OR RFP'RflDUCFD M i1QE dt N PNtT, �1FIWT AE �tfT1E71 ad15�1fT � 9p�mQt 01G�iERNC CptPORAlIat � 1996, Schneider Engineering Corporotiai r 11 s��d� . . �1� , Co ratiOn � � � 3020 North Poet Road Engineering Indianapolis, Indiana Surve'in6 46226-0068 Lndscape Architecture 317-898-6282 CtS • L1S 3t7-899-8010 Faz Geology A Parinered Butity w1t� BoWen, Ye�er, Gibeon i� Aseoci�tea, Incorpor�ted REI INVES"Pl[ENfS, aiC. MERIDIAN AT THE Il�tTERSTATE CARYEI, INDIANA SITUATION SURVEY „PARCEIS C & D" De�te Project No. Drawn A�pmv. 11 15/96 15-96-024 CLM Computer Fylea Sheet No. .k \t5-96\DM�GS\024\1596024C.DWG � OF 2 I �