Loading...
HomeMy WebLinkAbout12080005.5VICINITY MAT`' w Y a w Z H NOT TO SCALE MONUMENT /PROPERTY CORNER TABLE IERTY CORNERS HAVE BEEN SET, RECOVERED OR REFERENCED AS FOLLOW: ;ET MAG NAIL tlj' FOUND IRON PIN & CAP (20200081) SET MAG NAIL [El FOUND IRON PIN & CAP (20200081) -OUND CONCRETE MONUMENT E.i SET MAG NAIL PROPERTY ADDRESSI EL'D OBSERVED: 750 E. CARMEL DRIVE, CARMEL, IN ER RECORD DOCUMENTS: NONE FOUND AX ASSESSING AUTHORITY'S RECORD: 750 E. CARMEL DRIVE, CARMEL, IN --1 FLOOD INFORMATION GRAPHIC PLOTTING ONLY, THIS PROPERTY LIES WITHIN ZONE "X ", AS SHOWN ON FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 180081 0228 F (MAP 18057CO228F), WHICH BEARS AN EFFECTIVE DATE OF 02/19/2003, AND IS IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO =RMINE THIS ZONE. ZONE "X" DENOTES AREA OUTSIDE THE 500 YEAR DDPLAIN. CROSS LAND AREA 1 70,343± SQUARE FEET 1.61± ACRES VERTICAL DATUM REFERENCED FEMA MAP IS BASED ON NGVD29 DATUM. ELEVATIONS SHOWN HEREON ARE BASED OPUS SOLUTION AND NGVD29 DATUM. PERMANENT SITE BENCHMARKS: BENCHMARK A BENCHMARK B ZONING CLASSIFICATION B -8 /KEYSTONE PARKWAY OVERALY, BUSINESS DISTRICT BUILDING SETBACK REQUIREMENTS1 THIS INFORMATION IS BEING PROVIDED WITHOUT EXPRESSING ANY LEGAL. OPINION GEM REQUIRED OBSERVED IITTED USE 812- 375 -2044 RESTAURANT TW TELECOM ILIM LOT AREA (SQ.FT.) NONE 70,343 THIS INFORMATION WAS 4UM.•FRONTAGE — 464.1' OBTAINED FROM: 4UM. LOT WIDTH — — LISA, CITY OF CARMEL BUILDING COVERAGE — 5% DATE CONTACTED: 05/01/12 BUILDING HEIGHT 50' 17.5' PHONE /FAX /EMAIL /WEBSITE: 4UM .SETBACKS BUILDING /LS /SIGN TAX MAP INSET (LINK TO WEBSITE) WWW.CARMEL.IN.GOV 0N7 25'/—/— 61.9' Z2 )E 101/_/_ — TOTAL NUMBER OF PARKING: 61 AR 10 — — 75.0' DING REQUIREMENTS 11 PER 80 SQ.FT. OF FLOOR AREA A KS RESTRICTIONS OF RECORD: NONE PROVIDED )IVISION OR REPLAT IS NOT NECESSARY IN ORDER TO CONVEY THE SURVEYED lERTY PER ASSESSOR'S OFFICE. KNOWN SETBACK LINES ARE GRAPHICALLY SHOWN AND NOTED HEREON. PARKING SPACES URVEYED PROPERTY: REG7LAR =58 HANDICAP =3 ADJACENT PROPERTY SUBJECT TO PARKING RATIO UNDER RECORD DOCUMENTS: Jp'T APPLICABLE PARTY WALLS ATION OF DIVISION OR PARTY WALLS: NOT APPLICABLE C.LIEN T DESIGNATED WALLS ® IMPROVEMENTS DESIGNATED WALLS PLUMB: NOT APPLICABLE Ib UTILITY INFORMATION /CONTACTS ALL ABOVE GROUND IMPROVEMENTS INCLUDING OBSERVED UTILITIES LYING ON UBJECT PROPERTY, WITHIN 20 FEET OF SUBJECT PROPERTY AND WITHIN DJOINING RIGHT OF WAYS ARE SHOWN HEREON. ON . SITE UNDERGROUND UTILITIES ARE BASED ON BLOOD HOUND, INC. AND IDr,ANA 811. . UTILITY LOCATIONS PROVIDED BY: BLOOD HOUND, INC. AND INDIANA 811 PICKET NO. 120 - 425 -2426) (SEE BELOW FOR UTILITY COMPANIES) I G.ENERAL NOTES I EEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY RIGHT OF WAY LINE F KEYSTONE WAY. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO KEYSTONE WAY, DEflICATED PUBLIC STREET OR HIGHWAY. THERE WAS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. THIS MAP OR PLAT ALSO MEETS MCDONALD'S MINIMUM SURVEY EQUfREMENTS AS PROVIDED BY CLIENT. OiNALD'S SURVEY REQUIREMENT TABLE ANID MCDONAOISIDIDDITONAL RIEQUIREMENTS /INSTRUCTONSS I IONUMENT /PROPERTY : ORNER TABLE 'ROPERTY ADDRESS L00`D ZONE ;LASSIFICATION IRO35 LAND AREA ERTI.CAL DATUM 0NING CLASSIFICATION $ •. IUILDING SETBACK 'EQOIREMENTS IUILDING DIMENSIONS IUILDING SQUARE OUTAGE iC BUILDING HEIGHT � 6 _ITY CONTACTS ® IMPROVEMENTS ,T &T DISTRIBUTION DUKE ENERGY 00- 742 -8771 812- 375 -2044 'RIGHTHOUSE NETWORKS TW TELECOM 17 =972 -9700 800 - 829 -0420 ;ARMEL STREET DEPARTMENT VECTREN GAS COMPANY 17 -"571 -2442 800- 227 -1376 ;ARMEL UTILITIES ZAYO BANDWIDTH 17-571-2442 800 - 390 -6094 ;OMCAST UTILITY INFORMATION 117-872 -2225 CONTIGUITY - /CONTACTS I G.ENERAL NOTES I EEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY RIGHT OF WAY LINE F KEYSTONE WAY. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO KEYSTONE WAY, DEflICATED PUBLIC STREET OR HIGHWAY. THERE WAS NO VISIBLE EVIDENCE OF CEMETERIES ON SUBJECT PROPERTY. THIS MAP OR PLAT ALSO MEETS MCDONALD'S MINIMUM SURVEY EQUfREMENTS AS PROVIDED BY CLIENT. OiNALD'S SURVEY REQUIREMENT TABLE ANID MCDONAOISIDIDDITONAL RIEQUIREMENTS /INSTRUCTONSS I IONUMENT /PROPERTY : ORNER TABLE 'ROPERTY ADDRESS L00`D ZONE ;LASSIFICATION IRO35 LAND AREA ERTI.CAL DATUM 0NING CLASSIFICATION $ •. IUILDING SETBACK 'EQOIREMENTS IUILDING DIMENSIONS IUILDING SQUARE OUTAGE iC BUILDING HEIGHT � 6 EARTH MOVING NOTE ® IMPROVEMENTS % CHANGES IN RIGHT OF WAY NOTE PARKING SPACES 18 DUMP SUMP OR LANDFILL NOTE tOc PARTY WALLS i WETLAND NOTE 'Ob CLIENT DESIGNATED 20 OFFSITE EASEMENT PROPERTY WALLS IDENTIFICATION /CONSENT AREA 3h El UTILITY INFORMATION 22 CONTIGUITY - /CONTACTS ® STATEMENT 13a ADJOINING OWNERS 22 LEGAL DESCRIPTION 136 TAX MAP INSET (LINK TO WEBSITE) 22 TITLE /EASEMENT rj-4 DISTANCE TO INTERSECTION STREET Z2 ENCROACHMENTS QS E SURVEYOR'S 22 HANDICAP PARKING SPACE CERTIFICATE ❑ VICINITY MAP PROPERTY LINE NORTH ARROW & ❑B SCALE El LEGEND/ CENTERLINE ABBREVIATIONS ❑ GENERAL NOTES BURIED WATER LINE PROPERTY ❑E IDENTIFICATION ❑ ACCESS L� HANDICAP PARKING SPACE 0 CONCRETE SURFACE PROPERTY LINE — — ADJOINER LINE — - - — R/W LINE - CENTERLINE -- - - -- EASEMENT LINE - BURIED WATER LINE -- - - BURIED ELECTRIC LINE - -- BURIED CABLE TV LINE RECORD BURIED GAS LINE IPF SANITARY SEWER LINE - STORM DRAIN LINE ® WATER METER wv WATER VALVE © GREASE TRAP (SQ.FT.) SQUARE FEET SEE SHEET 2 OF 2 FOR SURVEY ® TRANSFORMER El CABLE BOX > LIGHT POLE O POWER POLE Q. O CLEAN OUT (M) MEASURED (R) RECORD 0 IPF IRON PIN FOUND 0 IPS IRON PIN SET 0 LLJ J STORM DRAIN MANHOLE rlv ~ F_ m U 0W GAS VALVE p FIRE HYDRANT QS Q � 0 SEWER MANHOLE DU CCU G Q vi CATCH BASIN CURB INLET J < SPOT SHOT ELEVATION 16 EARTH MOVING NOTE THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 17 CHANGES IN RIGHT OF WAY NOTE BASED ON CONTACT WITH THE CITY OF EAST POINT RIGHT OF WAY DEPARTMENT THERE ARE NO CURRENT OR PROPOSED CHANGES IN STREET RIGHT OF WAY LINES. THERE WAS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 18 DUMP, SUMP OR LANDFILL NOTE THERE WAS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 191 WETLAND NOTE NO WETLAND FLAGS HAVE BEEN LOCATED 20a OFFSITE EASEMENT CONSENT AREA NONE BEING THE SAME AS (FIELD DESCRIPTION) PART OF THE SOUTH HALF OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTER LINES OF CARMEL DRIVE AND KEYSTONE WAY BEING A SET MAG NAIL; THENCE NORTH 00° 0500" WEST AND ALONG THE CENTER LINE OF KEYSTONE WAY 301.35 FEET TO A SET MAG NAIL; THENCE NORTH 89' 55'00" EAST 273.60 FEET TO THE WESTERLY LINE OF KEYSTONE AVENUE AND A FOUND CONCRETE MONUMENT; THENCE SOUTH 5 °20'25° WEST AND ALONG THE SAID RIGHT OF WAY LINE 175.00 FEET TO A FOUND IRON PIN & CAP (20200081); THENCE SOUTH 49 °32'35" WEST AND ALONG SAID RIGHT OF WAY LINE 134.53 FEET TO A FOUND IRON PIN & CAP (20200081); THENCE SOUTH 0 °05' EAST 40.00 FEET TO THE CENTER LINE OF CARMEL DRIVE AND A SET MAG NAIL; THENCE SOUTH 89 °55'00" WEST AND ALONG THE CENTER LINE OF CARMEL DRIVE 154.57 FEET TO THE POINT OF BEGINNING. SURVEY PREPARED FOR & ON BEHALF OF: SURVEY PREPARED BY: AMERICAN SURVEYING AND MAPPING, INC. FREELAND — CLINKSCLAES & 1030 N. ORLANDO AVE. SUITE B ASSOCIATES, INC. OF NC, WINTER PARK, FL 32789 201 2ND AVE EAST PHONE: (407) 426 -7979 HENDERSONVILLE, NC 28792 FAX: (407) 426 -9741 PHONE: 828 - 697 -6539 DATE REVISIONS SCALE: N/A DRAWN BY: TEC APPROVED BY: FVC DRAWING FILE NAME: 1200447 750 E CARMEL DR, CARMEL, IN.DWG SHEET 1 OF (PER TITLE CCMMITMEN T AND VESTING DEED IN ,TRUMENT NO. 8825716) TRACT I: PART OF THE SOUTH HALF 0= SECTION 31, TGWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA. DESCRIBED AS FOLLOWS: COMMENCING AT THE SCUTH"ddEST CORNER 0- AID HALF SECTION; RUNNING THENCE NORTH �!l DEGREE 04 MINUTES 45 SECONDS WEST (ASSUMED EARING) AND ALONG THE WEST LINE OF SAID HALT S ' -TION 1752.85 FEET; (THE NEXT 5 COURSES REIN-1--1 F LONG THE CENTER LINE OF CARMEL DRIVE) RL tNING THENCE NORTH 89 DEGREES 55 MINUTES EAST 600 FEET TO THE P.C. OF A CURVE TO THE LET T, SAID CURVE HAVING A DELTA OF 20 DEGREES CG MINUTES AND A RADIUS OF 1145.92 FEET; THENCE IN A NORTHEASTERLY DIRECTION ALONG SAID CURVE 400 FEET TO THE P.T. THEREOF; THENCE NORTH 69 DEGREES 55 MINUTES EAST 238.51 FEET TO TIIT P.C. OF A CURVE TO THE RIGHT, SAID CURVE HA IIvG A DELTA OF 20 DEGREES 00 MINUTES AND A KILDIUS OF 1145.92 FEET; THENCE IN A NORTHEti 77RL" DIRECTION ALONG SAID CURVE 400 FEET -!IF P.T. THEREOF; THENCE NORTH 89 DEGREES ° 5 MINUTES 00 SECONDS EAST A DISTANCE OF 1750.85 FE-i "_T TO THE POINT OF BEGINNING, SAID POINT _E ,G THE INTERSECTION OF THE CENTER LINES OF CARIv11 L DRIVE AND KEYSTONE WAY; RUNNING THENCE NORTH 0 DEGREES 05 MINUTES WEST AND ALONG THE 'I -LATER LINE OF KEYSTONE WAY 301.35 FEET; THENCE NORTH 89 DEGREES 55 MINUTES EAST 273.60 FEET TO THE WESTERLY LINE OF KEYSTONE AVENUE: THENCE SOUTH 5 DEGREES 20 MINUTES 25 SE,,:ONDS WEST AND ALONG THE SAID RIGHT OF WAY LINE 175.00 FEET; THENCE SOOT!-. 49 DEGREES 32 MINUTES 35 SECONDS WEST AND ALONG SAID RIGHT OF WAY LINE 134.53 FEET; THENCE SOUTH 0 DEG!?EE 05 MINUTES EAST 40 FEET TO THE CENT[ -R LINE OF CARMEL DRIVE; THENCE SOUTH 89 DEGREES 5'A MINUTES WEST AND ALONG THE CENTER LINE CARMEL DRIVE 154.57 FEET TO THE POINT OF BEGINNINf,. TRACT II: PART OF THE SOUTH HALF OF SECTION 31, T131hNSHIP 18 NORTH, RANGE 4 EAST IN HAMILTON COUNTY, ND!A,NA. AND BEING MORE PARTICULARLY DES RIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER CH ID HALF SECTION; THENCE ON THE WEST LINE THEREOF, NORTH 01 DEGREE C4 MINUTES 45 SECONDS AF ST (ASSUMED BEARING) 1752.85 FEET TO THE INTERSECTION OF THE CENTER LINE OF CARME' DRIVE; (THE NEXT 5 COURSES BEING ALONG T,,E CENTER LINE OF CARMEL DRIVE) 1) THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST 600.00 FEET; 2; THENCE NORTHEASTERLY 400.00 FEET ON A Ci IRVE TO THE LEFT (CONCAVE TO THE NORTHWEST), SAID CURVE HAVING A RADIUS OF 1145.92 FEET AND BEING SUBTENDED BY A LONG CHORD HAVING A B _,'RING OF NORTH 79 DEGREES 55 MINUTES 00 SECONDS EAST AND A LENGTH OF 397.97 FEET; 3) T1,'ENCE NORTH 69 DEGREES 55 MINUTES 00 SECONDS EAST 238.51 FEET; 4) THENCE NORTHEASTERLY 400.00 FEET ON A CURVE TO THE RIGHT (CONCAVE Tt ) THE SOUTHEAST), SAID CURVE HAVING A RADIUS OF 1145.92 FEET AND BEING SUBTENDED BY A LufdG CHORD HAVING A BEARING OF NORTH 79 DEGREES 55 MINUTES 00 SECONDS EAST AND A LENGTH OF 397.97 FEET; 5) THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST 1505.85 FEET TO THE POIN F OF BEGINNING OF THIS DESCRIPTION; THENCE LEAVING THE SAID CENTER LINE, NORTH 00 DEGREES MINUTES 00 SECONDS WEST 250.00 FEET; THENCE NORTH 89 DEGREES 55 MINUTES 00 SECONDS EAST 2.}x;.00 FEET TO THE CENTER LINE OF KEYSTONE WAY; THENCE ALONG THE CENTER LINE OF KEYSTONI WAY, SOUTH 00 DEGREES 05 MINUTES 00 SECONDS EAST 250.00 FEET TO THE CENTER LINE OF CARMEL DRIVE; THENCE ALONG THE SAID CENTER LINE. SOUTIF 89 DEGREES 59 MINUTES 00 SECONDS WEST 245.u0 FEET TO THE POINT OF BEGINNING. DESCRIPTION NOTES 1. THE LEGAL DESCRIPTION PER THE TITLE COMMITMENT DID NOT CONTAIN ANY ERRORS OR AMBIGUOUS CALLS. 2. THE "AS SURVEYED" DESCRIPTION DOES UTILIZE THE SAME POINT OF BEGINNING AS THE TITLE LEGAL DESCRIPTION. 3. TRACT II IS ONLY SHOWN HEREON FOR THE LOCATION OF ABOVE GROUND IMPROVEMENTS AND IS NOT A PART OF THIS SURVEY. 22 CONTIGUITY STATEMENT THE PARCELS CONTAINED IN THE LEGAL DESCRIPTION ARE CONTIGUOUS WITHOUT ANY GAPS, GORES OR OVERLAPS. PARCELS ARE CONTIGUOUS WITH ABUTTING RIGHT OF WAYS, ALLEYS AND ADJOINING PROPERTIES WITHOUT ANY GAPS, GORES OR OVERLAPS. 221 ENCROACHMENTS fJC,E %P �_,�EIJT 221 TITLE EASEMENT THIS SURVEY IS BASED ON CHICAGO TITLE INSURANCE COMPANY COMMITMENT ORDER NO. 000444574 WITH AN EFFECTIVE DATE OF APRIL 09, 2012. 15 _L 13' F :E 5 TF C TI C AND RECORDED MAPC - 7, 1967 o C k N OT; B G il LI � i IL FNT GP 14, f 1 , E E 1 1 Cn11FAIJY N OP LATE), 1t < 2 1971 h BOCA 2`1 AGE ��. U -z Tti1E� _''dT J`_ - b AND RF, 3RJED ,+PkIL ?9, 9 BOCK 2 9` DCE S .JOT FECTI FvSE✓1F ITS A SET EC - r Dti ED I 15, 1972 ANC O'OG FD MAY 26, 9 ��K �� _ 1 �I _ �R_1LlENT NC 4!5� �GTS I & �H041G�, 18 C-I N TREET Tt -CT ­5E- 6 C OEG Pa 8, ' a72 B_ t6� . T 2 s_,. P1S' 5 S ." F 1 0 R EL_ v P .;' ^' R,_ SPA 1 1 TO PUBLI_ SLt E CAT D 1 -_ ?3 R �TEMGER 73, 197E !N BUSK 269 �E SH0vivN Fv iT 0 C D T BEP 9 6D Gl-iER 21-L 29� NSTRUIVENT NO, 16600. (TRACT E_A I,,: 1 = r A.TUFE, 'LvIP:G 5' C _ 1ECTRIC CABLES WIT N :PCT I) 1,, NL G OF E _ A Ti0 FE DECEVEEP 1i, 1979 AND 21 ECG t j79 f B E NSTI "1E L, T N U. 3 688 rc ?� _0C ,It l, __, Af,Y ,HG�'1 EP E .NIBIT E A� M ilT ­LDP P L ASSOCIATES LTD ITS 22 CU�� SRS A �a � ED `E CNC Rtt ORDER MAPCH 6, 1981 B_DK 32 P, CE ( .N ;TS I °z i;) (AS SHOWN) G AS ATI CN: j_ rO ID FECOPDED JANIUARY 113, 1984 23 B �� E r�,. A 0CUME 1T ILLEGIBLE) 24 ti S U C= F t , MENT AGREEME T, DATED S7 2". AS IPa POMtU ? -!C 9 6 A Pt ( '-_ED l IIMENT NC, 980982159c, ATE JUNE LL 2C ^ND ST PJ. D051268. "TR -T �.i_h.�. . FT THE FOLLOWING OBSERVED ITEMS MAY POSSIBLY CONSTITUTE THE USE OR NEED OF AN EASEMENT: NONE APPARENT 22 SURVEYOR'S CERTIFICATE TO: MCDONALD'S USA, LLC, A DELAWARE LIMITED LIABILITY COMPANY MCDONALD'S REAL ESTATE COMPANY, A DELAWARE CORPORATION MCDONALD'S CORPORATION, A DELAWARE CORPORATION 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 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 7(a), 7(b)(1), 7(c), 8, 9, 10(a), 11(a), 12, 13, 14, 16, 18, 21 AND 22 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON 05/10/12. DATE OF PLAT OR MAP: 06/04/12. REGISTERED SURVEYOR: FULTON V. CLINKSCAAES JR PROFESSIONAL LAND SURVEYOR NO.: LS20200081 STATE OF INDIANA PROJECT NO.: 32104 DATE ? f L u Z IiU zz � >i W f:2 <U)o 07 O O I o W � J LLJ J ~ F_ U 0W J p J Q � 0 oz< DU CCU G Q vi Q W J < 0 Lo L u Z IiU zz � >i W f:2 <U)o