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Home My WebLink About0825.96.6i J 6 7 s 8 Q d .�.. E 1/4 7__ 17PJ- -R3E Lood D cs'lption � �� ». _ I n (Deed Reeore 516, 9 ) - P9 + �.t'i UN t ij N �,► . #,, �h `J�4, °� rtn CO RM, TIES �� Pfr a; erection 7, Towns-ni 17 North, Range 3 East, in Hamilton Gas g m I.r .� f '�r Y INDI t .i � ;t�C. - _'E . SANITARY MANHOLE 0° a art of the �dorthwest Qua. t { ° P g ._. �� i a Indiana Gcs Co. , t lfE + �,ounty, Indlona, more partic�i�riy described as o o�ys: TC= 890.24 P.O. Box 17 a F r+ rn ;— , �i =L �� \r_ EASE .. t g! C EST, ILL!fN 5 IN 866.59 0 / j �� ,� Commencing at the southeast corner of the Northwest Quarter of Section 7, Township 17 North, Noblesville, Indiana 460 (w —S) g0 q>4� ^� S +0 + ASSUMED NORTH ( Range 3 East; thence North 00 degrees 00 minutes 00 seconds (assumed bearing) on and 317 - 776 5536 00725 „ �ti y along the East line of said Northwest Quarter 104.33 feet to the place of beginning of this tract: 2 w' 5 8' REBAR 66TH SHADY BROOK �a�' SCALE 1" = 30' �� % �, � thence North 00 degrees 00 minutes 00 seconds on and along the East line of said Northwest Electric TAX ' ►dR� NO. �- v ? DEVELOPMENT + � E ��';y / 6�9 68, YELLOW CAP SET �0 0 ,� da �4, Quarter 184.67 feet; thence South 89 degrees 35 minutes 27 seconds West parallel with the Public Service Indiana 13.1 %E� �¢ + - thence P.O. Box 876 17` -13--" 7- 00 0 Sec 1` 0 REBAR FOUND /� � , BK. 338 PG. 29 30 _ -:::�� i `� South fine of said Northwest Quarter 506.42 feet to the centerline of U.S. Highway #4 ; `� + T17 1.4 S. 1.8 W ' = rr- = / South 20 degrees 37 minutes 15 seconds East on and along said centerline 196.79 feet to a Carmel, Indiana 46032 k N�R,�1� N�0 p�. �� INSTR. #83 -8771 L 3 c� point which is South 89 degrees 35 minutes 27 seconds East parallel with the South line of said 317 - 846 -2595 �,T • F 0 �Q� �` Northwest Quarter 437.11 feet to the place of beginning, containing 2.00 acres, more or less. RECt�;O OV ER, l� 00 : �� POINT 0 \ Cable Television N IANA INC. 12 �� OIL COMPANY � I D � � 60 � � Jones Intercable .2'' I� BEGINNING +�� SE 1 4 NE 1 4 516 E. Carmel Dr. DEED RECORD 316, PAGE 97 ��. _ , sir coR / / NOTHING SET Carmel, Indiana 46032 7N R3E J h G F 1 M C B APPROXIMATE LATITUDE APPROXIMATE LONGITUDE ACREAGE NOTE: GROSS 1006 Ac.f LESS R 0.226 A= + SEC. 7 -T1 - 0 FALLS IN TREE 317 - 848 -4726 + �• ' BAR FOUND j STONE W / "X" FOUND h 6, 5/8 RE ro ^ PER COUNTY TIES Surveyor's Report DEGREES 56 MINUTES ry ihater I Water Co. 1220 '-Nollcryay Boulevard Ind c� ,P,olls, indiona 46202 317 -253 -6347 ?elep`.�one Ameritech 220 North Meridian Street Indiancpolis, Indiana 46204 1 -800- 382 -5544 Sewers Clay Township Reg. Waste District 10755 North College Avenue Carmel, Indiana 46032 317 - 844 -9200 0.3 S; 1.0 W Utility Hotline; within Indiana 1 -800- 382 -5544 outside 86 DEGREES 14 MINUTES Cp + Mai, �`_. �0 1. In accordance with Title 865, Article 1, Chapter '2 of the Indiana Administrative Code, Indiana 1 -800- 428 -5200 N0o DO, . G►�ss +�� the following observations and opinions are submitted regarding the various uncertainties in the 0�0 �� woods may. , 'fir 00'25,�FF (D� FIELD �4, locations of the lines and comers established this survey as a result of uncertainties in reference +� �o° �� 0 �6 iM� w monumentation; in record descriptions and plats; in lines of occupation; and as introduced by + +�0�. ��. P o 104 , / random errors in measurement ('Theoretical Uncertainty' }. There may be unwritten rights Note ,3� The nature, ize and location of utilities are per plans and - d 0 - �°i �� 6 associated with these uncertainties. The client should assume there is an amount of uncertainty u s. The �1b? 6. qyr ` ��6. °� _ locations provided b the respective tilit com companies. 10005 NORTH MIG�iIGAN ROAD r -__ + o�° + v� along any line equal in magnitude to the discrepancy in the location of the lines of possession P Y Y P �+ _ above list constitutes some, if not all, of the utility companies HAMILTON COUNTY `t ° from the surveyed lines. n o �o PwP which may provide service In the area of, and adjacent to, the NET 1.780 Ac,f CARMEL, INDIANA PWP � 1 �° -- . ,0 � 0 � ` °� � °° The Theoretical Uncertainty (due to random errors in measurement) of the subject project, based upon the information available through such WOODS �e �+ SE COR NW 1 /4 lans and locations, and an incidental visual inspection. All + °s r + + corners of the subject tract established this survey is within the P Y it companies should be notified prior to any excavation for - - SEC. 7 -T17N -R3E 0 0 / r specifications for a Class C Survey (0.50 feet) as defined in IAC 865. utility p + +��; �ryo �� - - ;- CONCRETE _ -_ o,, �n� 5/8 REBAR FOUND servicesation of services and verification of size and nature of 1 4 S 0 7 W 7 T17N -R3E r 0 _ w/rrlclNC ��° The subject tract lies in the northwest quarter of Section - BENCHMARKS � � �- �� - � - _.:...,� PWP � +t �o• `� ,tip ° � :��`� �:. • Ado �,� . , .- ;." ' �� The northeast corner of the quarter section was recovered per County Surveyor �h �- + s,° �. �" �� `� °o' o references during a previous survey of the east adjoiner by Schneider Engineering Corporation ,. ` '� o meet and the references for the center of the T8M NORTH HEX NUT ON FIRE HYDRANT LOCATED` —� + (Job #813 for Ashbrooke Subdlvaswn). The moms EAST OF U,S, 1421 AND NORTH OF THE ti + �� section were destroyed. T CHEKER STATION. w — w t, ^ -- O Surveys in the are by Smith show a rebar at the corner. The rebar was =' SOUTH ENTRANCE _ - �d' . - -- P"ie, - apparently found and set b unknown parties to replace the previously referenced marker. The _ - ELEVATION = 891.9s aPP Y y rebar is in a position which is not verifiable as to its relationship with the previously referenced �- - J . e southeast corner �t �T + �� o �� dint. The rebar is in a location which would result in the stone found at the _ bi DiA. REBAR SET 25 FEET NORTH OF THE + ,� of the west half of the northeast quarter being 0.7 feet off -line and 0.4 feet f! om a split of the �b TH1� 2 5/8 ST .. — - • � ` �o � quarter corners. The rebar was not held as the center of the section for that reason. The corner I ivy %� •' �' � ��' ' NORTH P. LINE AND 50 FEET EAST OF THE 0 was calculated b extending west the line between tt:e stone at the quarter - -quarter corner to q .x (SO FOOT R/Vt� LINE OF U.S. # 421 . ti -P Y (a t uarter. The distance between -�- SITS _ Wq + _ , �� the east) and the spike at the southeast comer of he north s q 0 ,34 ti the stone and the spike is the same distance used in the west extension of the line to establish o ; % io :- ! � ' � "North AU�ta E�DA11ON — 893 � �• / P 0 the center of section. The calculated location of the center section is 1.4 feet north and 0.7 feet a� - °j �Aadition� . - O ! WHO;• �: _ • ri p% s,: west of the unreferenced 5/8' rebar found near the comE�. The plat of Ashbrooke Subdivision _o -_- ',►� + oti: ► �° 300.1 Y to the east of the subject tract uses the some geometry and calculated location for the corner < + STOR �_ + OFFICE as this survey. -f �3 _ STORAGE The lines of the surveyed tract were retraced pf.- the record land description. The east ,_ i11ARTh1\ e�7 ,..:2 ' • ` ; 6� line is along the east quarter iine. The north and s'r-th iines are parallel with the south quarter /� _ �;, -'� - 27 line. The west line is the centerline of Highway 421 �i►+lichigan Road). The centerline of the f ^��`•`-�= _ j c; +' 0�° �� 6b 47 highway is based on an average taken from found right of way markers and pavement edges. 4 ,� �� 0� e -S" �� s j N The corners were either found or set as shown on the survey. The monuments found VICINITY MAP +� , • + ELEC e� , FENCING at the east corners of the tract were as much as 1.8 feet away from the calculated corner. The +0p� �` +�° 001.7 CS1 ��k ►s ! ^�" corners were op�orently set by another company boss -d on acceptance of the aforementioned �/�� `� �� + °�. �� mentioned 5/8 (ebor as the center of section. ffi' J GRASS .� •^7 ��°'° GRA � � I believe the uncertainties along all lines of the surveyed tract to be as much as 1.8 feet Revisions °� ,� due to uncertainties associated with found monumentatifxl and locations based on right of way markers and edge of pavements. 0�� b ;.. : + e I ° ° 59• ti's oti ti� a�ouT �� 2. The within described tract of land does not lie within that Special Flood Hazard Zone A as s cFwN LL 0 0� ,� GRASS �� a`'� �•, FENS rMTH ,� .3 said tract plots by scale on Community Panel Number 180081 0011 C of the Flood Insurance TRASH ARE, 48.0' �ti!� - �� LANDSCAPING 6° ,^ Rate Maps for the City of Carmel, Indiana (maps dated May 19, 1981 revised). ti + 'y O 0 . � �`o° �o, 0°'� GARAGE GAS STATION `tip 1 = ' +�� Q��' ,� STORAGE HYDRANT +" 3. Ownership information indicated hereon is as identified in County or Township records or on + ��ti �° 0�� °ti��. Doti' ��° �� o j title work provided by others. ?f 'b . �ry'LA 0°' 4, e�ti RAMP'..: S` CONCRETE` 0°' a . + 4 The within plat and survey were prepared without benefit of current evidence of source of title is L K H G F E �.- o ° . - I& ° y CONCRETE °' o° Ati- - 70.4 �`' for the subject tract or odjoiners and are therefore ,ubject to any statement of facts revealed CERTIFIED BY - -- wTH a °- �_ 4 �� ° +�� examination of such cocuments. THIS AND oEAS, o � T m k9 FRIER CAP y �. ` 0 ..�. PU►IPS . +0 +� / WMN ARE THE EX SIVE NTO-LECTUAL PROPERTY OF scl*+EIDER g1 k1 Q+ ti QKIG CORPORATION AND ARE NOT To BE USED OR RE''RODUCED . ' ' .. t S ASPH TMAVENEI:T °�' I CONSENT re CMAI I0ER D + �� CONCRETE o PAVEMENT �2 e • �. �� SANITARY MANHOLE +��. r o,9�oti; - '` IMTN �,s 6� =. 13aQ.0 ° �� + TC- 893.81 " ��' .�� CAP PUMPS PWP INV= 867.71_... . � .. ti� •, _ r,. REBAR W /CAP X C � � . ® � � ` AA a oTH � 0b( N_E L FOUND "I POLE Ba RR TIES ALONG EP WA ` rod` eP` ► ® ®� ro �` a �R° METER �,�� ti o ti - (� °� SIGN E �� .._ 0 ROAD 0�• TEL C, . � 50 R/W LINE �h 0 g�' WATER — + s o �H 0��° PWP + ° SIGN + o�1riETER - �� "_ - -�k°� - J UG. TELL-PHONE LINE rV ati 1ti ��;. CO FLOW L NE - _ $e �� ' o - - L �°� O `L AREA UGHT 0 % 0� o0o iJG + e• -- 0 PK. NAIL - - -- -- ° - w " w ,-� __�. uG. WATER NNE -__ �� ® ►P o - 0 T -SET T --- _ -,-��- -- LINE +�-- aoQ r'��'.tOW LINE N. _ ROAD ®�o�� °�'� ► uAtU30X '� SIGN AD ®�� 0°', c' TBM �p� C ROAD �0�° SIGN MAILBOX ,� 50 -8011 CURB 0 11A1L$aX SIGN M LBOX ° � � OLL CURB _ STORM Rai 4US � . 21 M 1 HIGAN R 0A D ° TC= 891.34 °�. �� filled �,y�c��bri� �.�...�,,: - - + _ - ASPHALT PAVEMENT � HIGy,WAY 421 ISHC; PLANS » 17.3 o 1960671,,3(M) °� �� INa F .A. PROJ. #221 °h S20*33'1 5 E � 0��'� ° °• �� °•..• • • " SEC. 4, SHTS, 4 & 5 "- - - - -- ►� DATED 1930 ROAD ROAD 0°', ti Vie. S20'37 '15 "E 196.79 (D ®�� °R -- SIGN FLOW LINE �°'� SIGN ��` �°� - �- _ �— o00 FLOW USE �h �- ASPHALT PAVEMENT _ or - off off - - off PWP PAP OH PWJ / TEL 0ti X 6' CHAIN LWK FENCE 0 oo + e °. SW COR SE 1/4 NW 1/4 i STONE PA KI`1G ' °S SAN. MH. ,'� ��° .- ARE4 ��,. ��,. + SEC. 1 -T17N -R3E °r +.. STONE FOUND + � °A o° PER COUNTY TIES 1 I 4 5 6- 8 9 10 `��► +►► a r�, ..:. E .P�G1EiTEq�O` Z 910024 � f Certificate of Survey To: Marathon Oil Company or Ernro Marketing Compar;y I , Evan J. Evans, duly registered Land Surveyor No. 910024, do hereby certify that the foregoing was prepared from an actual survey of the premises made under my supervision; that the some shows the location of the boundaries, and all visible improvements thereon; that the dimensions of the improvements and the location thereof with respect to the boundaries are as shown; that there are no visible encroachments by improvements appurtenant to adjoining - premises upon subject premises, nor from subject premises unless shown on the plat; and that any recorded easements and /or easements apparent from copies of record documents furnished to me or from a visual inspection are delineated hereon. The foregoing map or survey may be used by Insurance Company for the purpose of deleting the standard exception appearing in the title policy as regards to the survey. To the best of my knowledge and belief the within plat represents a survey made under my supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code and completed on January 19, 1996. 4��;Uw - i V� Evan J. Evans Registered Land urveyo 024 January 9, 199 STREET y 10005 N. MICHIGAN ROAD TOW°1SHIP, COUNTY CLAY TOLWHI , HAMILTON Co. IN WHOLE OR IN PART, min I THE Y�T 1 DiGiNEMNG CU;PO TO- 01995, Schneider Engineering Corporation Mmeida Corporation 3020 North Post :Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • LIS 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson k Associates, Incorporated MARATHON OIL 10005 N. MICHIGAN ROAD HAMILTON COUN'T'Y, INDIANA SITUATION SURVEY Date Project No. Dra,rn Approv. 1/23/96 15 -96 -001 DHZ rNm Computer Ides )heet No. J: \,15 -96 \001 \DWGS \1596001.dwg CITY, STATE EMRO NO. 329 I URMEL INDIANA v� aE.:: -tom. s. az; '�._. . -._• :.: *s^_•. -. .,i> -._° ta.- °---? =:Y- zr..•c. .;.z... n., 4 5 6- 8 9 10 `��► +►► a r�, ..:. E .P�G1EiTEq�O` Z 910024 � f Certificate of Survey To: Marathon Oil Company or Ernro Marketing Compar;y I , Evan J. Evans, duly registered Land Surveyor No. 910024, do hereby certify that the foregoing was prepared from an actual survey of the premises made under my supervision; that the some shows the location of the boundaries, and all visible improvements thereon; that the dimensions of the improvements and the location thereof with respect to the boundaries are as shown; that there are no visible encroachments by improvements appurtenant to adjoining - premises upon subject premises, nor from subject premises unless shown on the plat; and that any recorded easements and /or easements apparent from copies of record documents furnished to me or from a visual inspection are delineated hereon. The foregoing map or survey may be used by Insurance Company for the purpose of deleting the standard exception appearing in the title policy as regards to the survey. To the best of my knowledge and belief the within plat represents a survey made under my supervision in accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code and completed on January 19, 1996. 4��;Uw - i V� Evan J. Evans Registered Land urveyo 024 January 9, 199 STREET y 10005 N. MICHIGAN ROAD TOW°1SHIP, COUNTY CLAY TOLWHI , HAMILTON Co. IN WHOLE OR IN PART, min I THE Y�T 1 DiGiNEMNG CU;PO TO- 01995, Schneider Engineering Corporation Mmeida Corporation 3020 North Post :Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIS • LIS 317- 898 -8282 Geology 317- 899 -8010 Fax A Partnered Entity with Bohlen, Meyer, Gibson k Associates, Incorporated MARATHON OIL 10005 N. MICHIGAN ROAD HAMILTON COUN'T'Y, INDIANA SITUATION SURVEY Date Project No. Dra,rn Approv. 1/23/96 15 -96 -001 DHZ rNm Computer Ides )heet No. J: \,15 -96 \001 \DWGS \1596001.dwg CITY, STATE EMRO NO. 329 I URMEL INDIANA v� aE.:: -tom. s. az; '�._. . -._• :.: *s^_•. -. .,i> -._° ta.- °---? =:Y- zr..•c. .;.z... n., 14 15 � C 12 13 14 15 � C