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HomeMy WebLinkAbout06120007-9 Situation Survey Rcv. 12/20/2006 DOCSZ �0° 0 MUNINNINE1001 N.E. CORNER, N.W. 1/4, s ��ME� UA I' X001 = SEC. 7- T17N -R3E I■����■ mmmmm S00 °25'52 "E - 45.00' �SON 001001 S89 005'48 "W - 691.99' ■EENEENNEINEI■ ■�� =�■ - - - -- S45040'1 WE - 35.21' L����■ w ��� =� ■� =��■ I L.... NEENWEEN ■�� =�■. N N NEINNIN MONE1001001001 •- - - -■ - - - -- 001001=001001 cc; to N ! I■ =���■ �_�M� ����M ■�MM�■ . O 001001001000001 . ■M�MM. 001001 MEN! O ch S89 °3336'W - 390.00' WENINNIM ■���M■ M���� ■ENINE1001=1 .�NEINEIM■ ■MENIMM■ CUR DATA .A = 35040'19" / / I R T _ 390.00' = 125.49 :� z / z L = 242.81 n r go- .y / F, C = S18 16 33 E- 238.91 �N °� � o • �- NLA -A� O� �,��•� <D � / I� POINT OF BEGINNING CP S 1.973 ACRESt / Iz w Z �0° 0 MUNINNINE1001 F- s ��ME� UA I' X001 = LO I■����■ mmmmm \ o I -15 'BUFFER FFER YARD Z ♦ \\ : -I - I- - .._ M _ _RCP) � TEMPORARY EASEMENT VICINITY MAP i ♦ \ I - - - - -� -- WARRANTY DEED . ♦ \ \\ 4" Q T l INST. #200100008014 1 \ " �. / Z \ 4 / �- / o I D A\ Z MAG NAIL 26,0 h O " k - PARK 7 0p ♦♦ ti� a 4 J� SET r, S \ I "3 / 4 ° / L m �S89 °05'49 "W - 50.00' / •v. o. ®\ � � , -� P oN cuR o 1 0 �. 0 / CURVE DATA , �\ ( �' � �. p • G G I X50 00 A= 20 003'06" \ / E / •`' / W R = 50.00 56g 02 T 8.84' \ \\ Flo ♦ p5� / L = 17.50 \\ R�gPR / P�pP N� ' \ C = N10 °55'44 "W - 17.41 \ / E MAG NAIL SET ♦ \ \` \ MON�� 60' BUILDING SETBACK LINE(P) \� > ANTER \ 5w I t, IP�PN I _ ADJOINER: ♦♦ I I ``\ ` JI G S���G L NDALE PARTNERS OF WEST CARMEL G E J \ SIGN z v�� -OWN SI pPRK PNP�1l SHOPPES, LLC, AN INDIANA LIMITED SIGN % o` �8 5 II I PX�MV 3 GL NDAL PAR ERS W T CARMEL lP ♦ l ` \` ♦ - 120 M PPRK AN IN IANA LIMITED LIABILITY COMPANY f OU OTS LLC, ♦.. `� a I (SEE THE AFFIDAVIT OF SCRIVENERS ERROR % \ LIA LITY OMPANY o0 \ " �. Nc ° RECORDED AS INST. #200000015138) S 5 A PO TION OF THE LAND DESCRIBED IN THE �, �° WARRANTY DEED - �M�� -cN� y� ALP EXHIBIT "A," WARRANTY DEED \ N �G 4 Z ♦ \ ♦ \\ \ ` ?� d� INST. #199909972976 ° INST. #199909958215 ♦ \ \ \ CG n \ \\ ♦ 1.973 ACRES± v�GNI \ ®, �o RETAIL BUILDING LOT, BLOCK A 3.838 ACRES± / G ` \ � \ o rn •� �' \\ INGRESS AND EGRESS EASEMENT /` \\ cl�y� \\ �� Z `coNGl ,, - EXHIBIT C, \ � o `\ �" � � � ,, -' of \\ WARRANTY DEED 0' 20' 40` / ` \ N �� F` -' RNPN G� \\ INST. #199909958215 y \ \ <% \\ SCALE: 1"=20' / \\ \\ MAG NAIL SET Ul B (CONCRETE) N 2� \\ r'o° ✓ P�� 943 �"� = \\ INGRESS AND EGRESS EASEMENT \ �� � \\ "PARCEL 1," EXHIBIT "B," �4.1 1 -STORY MASONRY BUILDING �\ N '! WARRANTY DEED 15,167 Sq. Ft. / / y \\ INST. #199909958215 BUILDING HEIGHT - 36.8 .;.•_. \\ LA ♦ \\ \\ `� ` "WALGREENS" / C- 10595 N MICHIGAN ROAD ♦ \ / \ \ �Zo \ \41 \\ / / \\ CURVE DATA \ / • \ \\ D = 04016'112" - \ / `♦ \\ \\ `� / • �\ �� \\ R = 1000.00' \\ \ \ \ T - 37.28 ♦ \. \ ` - \ r- / ' \\ L = 74.53' ♦ ` \ \ n / / (DRIVE THRU) \ W - \ \\ _ \ ♦ \ Z \ \\ C - N 18 o 4911 w W - 74.51 C. tp 3?w WV `� / ♦ \ \ \. y� r� / /` \\ \ \ MAG NAIL SET \\ `\ TRASH COMP T R \ �� ♦ \ \ ` / BR I CK WALL \ Z \ `� OO `♦ \ �; (ASPHALT ° LEGEND ♦\ 2 \ \ Z�. ` ♦ \ ♦ ° o rn \ �cKi ♦ \ �O ` \\ \ `\ ♦ y 126' cq cq�c' ;: `ry P �gR Q CLEAN OUT \ \ ♦ \ \ ♦ / \ 1 ;; �z RC ♦ \ 7o (PLANTER) �F 15 %' \ \ � FIRE POST- ` (CONCRETE),. "j \\ sTEPS ® ELECTRICAL TRANSFORMER BRICK WALLS / ® WATER METER OINT OF BEGINNING c GAS METER 1.973 ACRES± ♦ \ /' \ \\ © lMv� ';: ;,:;.�..K+ / ' cvR / \\ MAG NAIL SET LIGHT POLE } ♦ / \ -�-- *wv/ / �" RGP 1a \ e3 POWER POLE N ♦ \ sP E \ -� COMBINATION POLE ♦ / o ♦ ♦ \ \ ` f �P , v��\ -��� �' ' /' , 1629 ' \ �-- guy wire g DETECTOR HOUSING \ ♦ ME // \\ o v1� ♦ -/ / \ \ < p,SE / /� _N � ® TRAFFIC HANDHOLE �� ♦ \ \ \ GAS / �� z / G C�,� -�- TRAFFIC PEDESTAL � �< ♦ � // \ \ � �� 000 � PC, / // / /� /i \\ Q�V S �� �\ ` " X00 30 / / `� TRAFFIC POLE Z z22• ♦ y N7 3 8 o TELEPHONE PEDESTAL ♦ \ ♦ ` / -� /' PGA ' g °�13 / \ WV ♦ SE / �� 56 N �� \ ♦ PAL / / GS S P\ �� , ♦ \. N 0 � � g o�N , . � � \ � WATER VALVE \ \ FIRE HYDRANT ♦ \ ,�� "`� o ���� - / ; o \ -� SIGN G �� -� ` ♦� \ \ `\ d / N20 `'� N2 8 1 C14 0 y \ ®_ INLET ACCESS EASEMENT � \ 2 / \ \ 0.144 ACRES± ° 43 o CURB INLET U1 x Fo Z o ♦ \ \ \\ N �- g�GO " , $oo - \\ y , es ,, S \) 0 STORM MANHOLE 0'�02>- �\ �K156 " 9• �� �S SANITARY MANHOLE Ld �\ \ ♦` N \ ♦ G� �yP ° 24 a SEE EXHIBIT "B ", PAGE 2 OF THE c� o �° \1 OHEL - OVERHEAD CTRI IN 3 c9 -7 > \ pN 6 / WARRANTY DEED RECORDED AS \\ ELE C L E 0 0 ` ♦ \ - \\ II_ \ INST. #200100013187 v~ ?o c°r, \\ OHTR - -- OVERHEAD TRAFFIC LINE N ♦ \ ALSO SEE THE MODIFICATION OF �` \\ ' y ♦ \ \ �, L�; \ WARRANTY DEED RECORDED AS `�' \) 30' ACCESS RCP REINFORCED CONCRETE PIPE 2 \ ♦ S \ �, INST. #200100028054 \ Z p w EASEMENT( P) o �� ` ♦ �� ` 00 E r y �, o \ EASEMENT P PVC PLASTIC PIPE C3 ` ♦ \ `\ ao• o �► s CMP CORRUGATED METAL PIPE W ` ; \\ \\ \ 0021F3 "�� \\ 2 10G SEE EXHIBIT'B ", PAGE 3 OF THE "WENDY'S" �� �� ,- NPE NO PHYSICAL EVIDENCE OF PROPERTY LINE WARRANTY DEED RECORDED AS W y� SEE EXHIBIT "A ", PAGE 3 OF THE 00% AC ASS P INT \\ \ INST. #2001 0001 31 87 (DIRT) ° d'o P PLATTED ( ) O� �� `♦ \ GRANT OF OF ACCESS EASEMENT N �, \ 359 \ \ ALSO SEE EXHIBIT "E" OF THE ADJOINER: ` ` a RECORDED AS INST. #20000005054 -1 \ \ WARRANTY DEED RECORDED AS r' f n � ♦ �� \. �- 0.046 ACRE\ ± �' INST. 200100028056 ° \\ - C-1 6g °o2 \ \� # TRIDENT FOODS, LTD., o Z o \\ �° �♦ \ AN OHIO LIMITED LIABILITY SEE EXHIBIT "C PAGE 2 OF THE COMPANY \ \ WARRANTY DEED RECORDED AS ♦ \ \\ \ WARRANTY DEED INST. #200100013187 I N F E N I G 200100028056 \ ALSO SEE EXHIBIT -D-, PAGE.2 OF �>-;tcc'CESS E S \ THE WARRANTY DEED RECORDED AS 43,771.5 Sq. Ft. .1 4 I C E ± \� \\ INST. 200100013187 CREST o ♦ ♦ \ c� �,, � ♦ ,r\ 32• .4�.`I'I " " # 1.005 A 12` 8 ♦ \\ \ �9 °O2 \\ CHISELE V FND \ ` N s` \ \\ a \\ ` \\ \ DRAINAGE EASE T N ` G ` (NO BUILDINGS) 12 R�- o �` ♦♦ \ \\ \ \\ \ ` 0.115 ACRES �n \ i •0., �i wr%C rnnir roe irTin�i\ a Z a LEAD IN NOT TO SCALE LAND DESCRIPTION Parcel I A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: Commencing at the Northeast Corner of the Northwest Quarter of Section 7, Township 17 North, Range 3 East; thence South 00 degrees 25 minutes 52 seconds East (assumed bearing) 45.00 feet along the East Line of said Northwest Quarter to a point being 45.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter; thence South 89 degrees 05 minutes 48 seconds West 691.99 feet parallel with the North Line of said Northwest Quarter to the terminus of the seventeenth (17th) course in the description of the 3.709 acre tract of land described in the SPECIAL WARRANTY DEED recorded as instrument #9809836325 in the office of the Recorder of Hamilton County, Indiana, the following four (4) courses are along the boundary of said 3.709 acre tract of land; 1) thence South 45 degrees 40 minutes 18 seconds East 35.21 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.27 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 390.00 feet from the radius point of said curve; 3) thence southerly and southeasterly 242.81 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 17 seconds West 390.00 feet from the radius point of said curve; 4) thence South 36 degrees 06 minutes 43 seconds East 77.55 feet; thence South 53 degrees 05 minutes 14 seconds West 318.47 feet; thence North 36 degrees 54 minutes 46 seconds West 27.30 feet; thence North 16 degrees 41 minutes 05 seconds West 350.97 feet to the POINT OF BEGINNING of this description; thence North 16 degrees 41 minutes 05 seconds West 23.26 feet to the point of curvature of curve to the left, said point of curvature being North 73 degrees 18 minutes 55 seconds East 1,000.00 feet from the radius point of said curve; thence northerly 74.53 feet along said curve to its point of tangency, said point of tangency being North 69 degrees 02 minutes 43 seconds East 1,000.00 feet from the radius point of said curve; thence North 20 degrees 57 minutes 17 seconds West 134.74 feet to the point of curvature of a curve to the right, said point of curvature being South 69 degrees 02 minutes 43 seconds West 50.00 feet from the radius point of said curve; thence northerly 17.50 feet along said curve to its point of tangency, said point of tangency being South 89 degrees 05 minutes 49 seconds West 50.00 feet from the radius point of said curve; thence North 00 degrees 54 minutes 11 seconds West 38.05 feet to a point being 60.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter; thence South 89 degrees 05 minutes 48 seconds West 214.95 feet parallel with the North Line of :said Northwest Quarter to the currently proposed (APR 1999) eastern right -of -way line of US 421 (Michigan Road), the following two (2) courses are along the currently proposed eastern right -of -way line of US 421 Michigan Road); 1) thence South 37 degrees 32 minutes 20 seconds West 83.44 feet; 2 thence South 20 degrees 57 minutes 18 seconds East 329.88 feet; thence North 69 degrees 02 minutes 43 seconds East 89.51 feet; thence North 20 degrees 57 minutes 17 seconds West 14.50 feet to a point being South 69 degrees 02 minutes 43 seconds West of the point of beginning; thence North 69 degrees 02 minutes 43 seconds East 162.97 feet to the POINT OF BEGINNING containing 1.973 acres, more or less. a 0 0 �t WEST CARMEL SHOPPES ■0010010010011 MUNINNINE1001 001001001001001 ■ =� =�■ ■ =���■ � =� =� ��ME� ■��mm■ ���� I' X001 = I■����■ mmmmm �SON 001001 5001=0010010 ■EENEENNEINEI■ ■�� =�■ - - - -- •--- -■ L����■ ■� =��. =���� ��� =� ■� =��■ ■M�M�■ L.... NEENWEEN ■�� =�■. 001001001 M 001.0.. NEINNIN MONE1001001001 •- - - -■ - - - -- 001001=001001 ■m �M■ I■ =���■ �_�M� ����M ■�MM�■ ■ =�� =■ MENIMMEN! 001001001000001 ■001���■ � ■M�MM. 001001 MEN! ■NNINNIMON18 WENINNIM ■���M■ M���� ■ENINE1001=1 .�NEINEIM■ ■MENIMM■ =_ AMERICAN CONSULTING, INC. Architects 7260 SHADELAND STATION - _ Consultants INDIANAPOLLS, IN 462563917 - Engifnazs (317) 547 -5580 FAX: (317) 543 -0270 Copyright (C) 1966 -2006 by American Consulting, Inc. SCALE: 1" = 20' REVISIONS DATE SHEET NO. REVISED SIGN LOCATION 12 -19 -06 DATE: Dec. 07, 2006 DRAWN BY: JJH CHECKED BY: BJM JOB NO. 20061239 ARCHIVE NO. OF 1