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HomeMy WebLinkAbout06010025.4N89'56'26 "E 235.65'(R) 0 235.72'(CALC) I NW CORNER SW 1/4 SECTION 6 -T17N -R3E CALCULATED LOCATION IM (P G) s �•C N DETAIL NOT TO SCALE S89'56'26 "W 1377.69' N89'49'00 "W 878.00' F.C. Realty Thirty Three LLC POINT OF BEGINNING L= 21.78' R= 185.00' Chord= S73'23'08 "W 21.77' /ju.", - 45 "W NE CORNER SW 1/4 SECTION 6 -T17N -R3E 5/8 INCH REBAR WITH A YELLOW CAP SCRIBED "HAHN & ASSOC." NORTH LINE, SW 1/4 SEC. 6, T -17 –N, R -3 –E , S89'56'26 "W 1377.69' L= 124.97' R= 230.00' Chord= N87'40'31 "W 123.44' TO .� Townes of Weston Pointe Section 1 Instr. #2004 -67374 Title Commitment Schedule B Notes Item 6. Commitments Concerning The Use and Development of Real Estate recorded May 19, 2003 as Instrument Number 2003 - 475989. Affects survey. Item 7. Easement for storm sewer, access and utilities as set out in Construction, Access, Storm Sewer and Utility Easement Agreement dated May 24, 2004 and recorded June 22, 2004 as Instrument Number 2004 - 43282. Affects the parent tract of which this survey is a portion. Howerver, none of the easements shown in this document are located in the area of this survey. Item 8. Building set back lines and drainage and utility easements as set out in plat of The Townes of Weston Pointe. Surveyed tract is not within the Plat. Item 9. Covenants, conditions, and restrictions contained in the plat of The Townes of Weston Pointe, recorded September 28, 2004 in Plat Cabinet 3 Slide 489 as Instrument Number 2004 - 67374, but omitting any covenants or restrictions, if any, based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. Surveyed tract is not within the Plat. Item 10. Easement for right of way granted to the State of Indiana as set out in Perpetual Highway Easement dated September 2, 2004 and recorded November 15, 2004 as Instrument Number 2004 - 77508. Affects this survey. Item 11. Covenants, conditions and restrictions as set out in Future Traffic Signal Covenant dated November 5, 2004 and recorded December 17, 2004 as Instrument Number 2004 - 84709. Affects this survey. Item 12. Mortgage from F.C. Realty Thirty Three, LLC to Fifth Third Bank in the principal amount of $4,000,000.00, dated July 22, 2005 and recorded August 5, 2005 as Instrument Number 2005 - 50115. (Includes other real estate) Document not provided to surveyor. Item 13. Assignment of Leases and Rents dated July 22, 2005 and recorded August 5, 2005 as Instrument Number 2005 -50116 by F.C. Realty Thirty Three, LLC to Fifth Third Bank. Document not provided to surveyor. Item 14. UCC Financing Statement (fixture filing) naming F.C. Realty Thirty Three LLC as Debtor and Fifth Third Bank as Secured Party filed August 5, 2005 as Number 200501000462 and as Instrument Number 2005 - 50117, in the Office of the Recorder of Hamilton County. Document not provided to surveyor. Notes 1. The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract lies within Flood Hazard Zone X as said tract plots by scale on Flood Insurance Rate Map (FIRM) Panel Number 180081 0205 F, City of Carmel, Hamilton County, Indiana, with an effective date of February 19, 2003. 2. The subject tract is zoned B -2, Business District, per the Zoning Maps for The City of Carmel, Indiana. The minimum setback requirements for B -2 zoning, per the Zoning Ordinance update for the City of Carmel and Clay Township, Hamilton County, Indiana, dated Fall of 2001, are as follows: Front Yard 15 Feet (Residential) 0 Feet (Other) Rear Yard 20 Feet (Residential) 15 Feet (other) Side Yard 5 Feet 3. This survey reflects easements and encumbrances listed in Title commitment number 000376138, effective date September 21, 2005 provided by Chicago Title Insurance Company. SE CORNER SW 1/4 SECTION 6 -T17N -R3E RAILROAD SPIKE FOUND PER THE HAMILTON COUNTY SURVEYOR'S TIES 2 INCHES BELOW THE SURFACE LEGEND DESCRIPTION: V v v EXISTING CONCRETE 0 SECTION CORNER -O- REBAR FOUND ® REBAR SET ® MAG NAIL SET 9f POWER POLE —� GUY WIRE © GAS METER – Wtr – GAS VALVE QS SANITARY MAHOLE g SIGN Illlnll DRAINAGE MANHOLE w r1 a' 1 z I cD Z 0 v w L� w Z J V) w to to co N O 0 DESCRIPTION: TELEPHONE POLE O TELEPHONE MANHOLE -O- ELECTRIC PEDESTAL TR TRAFFIC MANHOLE WATER METER WATER VALVE —ohel— OVERHEAD ELECTRIC LINE –gas– GAS LINE – Wtr – WATER LINE —ohte— OVERHEAD TELEPHONE LINE ® CURB INLET Illlnll INLET Surveyor's Report In accordance with Title 865, Article 1.1, Chapter 12 of the Indiana Administrative Code ( "Rule 12 ") establishing minimum standards for the practice of land surveying in Indiana, effective August 16, 1991, the following observations and opinions are submitted regarding the uncertainties in this location of the boundary lines and corners established in a survey of the subject real estate: (A) Variances in the referenced monuments; (B) Discrepancies in record descriptions and plats; (C) Inconsistencies in lines of occupation; (D) Uncertainty of measurements made (theoretical uncertainty). The subject real estate is a new parcel being created from a portion of the remainder parcel that was left over from a tract of land conveyed to PL Partners, LLC recorded at Instrument Number 200400043279 after the plat of Townes at Weston Pointe, Section 1 was recorded in Instrument Number 200400067374 and is based on a previous survey by Civil Designs, LLP recorded at Instrument Number 200500056581. Said remainder parcel was later conveyed from PL Partners, LLC to F.C. Realty Thirty Three LLC in Instrument Number 2005 - 00050114 The northeast corner of the subject parcel was found in place, all other corners for this survey are original corners, set this survey. There are no known discrepancies in the reference monuments found. The construction of the north line of the Quarter Section is detailed in the survey by Civil Designs recorded at Instrument Number 200500056581. Unless otherwise noted or depicted hereon, there is no evidence of occupation along the perimeter lines of the subject tract. The Theoretical Uncertainty (due to random errors in measurement) of the comers of the subject tract established this survey is within the specifications for a Class B Survey (0.25 feet) as defined in IAC 865. The basis of bearing is based upon the monuments found for north line of the Southwest Quarter of Section 6. This line is labeled as S 89 degrees 56 minutes 26 seconds West on t he plat of Towns of Weston Point, Section 1. \ EAST RIGHT OF WAY LINE PER \ INDIANA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLANS FOR U.S. 421 PROJECT NO. STP- 135 - 2(008) AND THE TOWNES OF WESTON POINTE SECTION 1 \ \ INSTRUMENT # 2004 - 00067374 \ \ (WEEDS) \ \ PART OF NON- EXCLUSIVE \ \ CONSTRUCTION, ACCESS, STORM F.C. REALTY THIRTY THREE LLC \ \ SEWER, AND UTILITY EASEMENT IN Instr. No. 2005- 00050114 1 \ INSTRUMENT #200400043282 " L \ , qg''� Z SET REBAR) \\ \ N1 A-• 55 & CAP 30 0 15 30 1 � 1 ( IN FEET ) 1 inch = 30 ft. t � \ t t \'4 I \ \ SET\ REBAR \ & G��tP \ \ 1.155 ACRES 6, \ \ y 1 \ \ 50,324 SQUARE FEET � F.G: f EALTY THIRTY THREE LLC Instr. ryo. 2005-00050114 \ (WEEDS) \ SEWER,RUMEN� _ , IIIIIIII �O C V X> t J t t t t t 1 � t S, t STOR \ \. w US11 �� EPSZ 040004328 (STONE) O \ 4> \ \ POINTOr -BEGINNING . SET REBAR - �a \ CAP- SET ` a \ \ REBAR c s +de�O\��go� r \ CAP & 5 6 ` d 6�� ,9 ' �a ��RB NON- EXCLUSIVE EASEMENT FOR •'' �\ O ................... INGRESS &EGRESS INSTRUMENT- _tele s wood ?\P pL oNP \RBP #2004 -43282 SIGN o PLANTER _ tele— — Certificate of Survey ALTA /ACSM Land Title Survey To: F.C. Realty Thirty Three LLC, an Indiana Limited Liability Company; Chicago Title Insurance Company; The Huntington Bank: This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail t ALTA ACSM and NSPS In 1999 and Includes Requirements for ALTA /ACSM Land Title Surveys, jointly established and adopted by , Items 1 -4, 7(a), 8 -10 and 11(a) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS and ACSM in effect on the date of this certification, undersigned further certifies that the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance 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. 1, Chapter 12 of the Indiana Administrative Code. The field work for this survey was last performed in November of 2005. 0111111111111 J* �00 Brian L. Wood, RLS Registered Land Surveyor No. 880004 ` 'K 880004 : STATE OF < 1NDI AW'. Q- SUR LEGAL DESCRIPTION: Being a part of the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana more particularly described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence South 89 degrees 56 minutes 26 seconds West 1,377.69 feet along the north line of said Southwest Quarter to the northwest corner of Block "C" of the Plat of Townes at Weston Pointe Section 1 recorded in instrument number 200400067374, Plat Cabinet 3, Slide 489 in the Office of the Recorder of Hamilton County, Indiana, said point being the Point of Beginning; thence South 15 degrees 04 minutes 16 seconds East 544.31 feet along the westerly line of said Block "C" to the northern right -of -way line of Weston Pointe Drive (variable right -of -way width); thence along said right -of -way line the following six courses; 1) thence North 72 degrees 06 minutes 32 seconds West 106.87 feet to the point of curvature of a curve concaved to the left having a radius of 230.00 feet; 2) thence northwesterly and southwesterly 124.97 feet along the arc of said curve with a chord bearing of North 87 degrees 40 minutes 31 seconds West and a chord length of 123.44 feet; 3) thence South 76 degrees 45 minutes 30 seconds West 289.07 feet to the point of curvature of a curve concaved to the left having a radius of 185.00 feet; 4) thence southwesterly 21.78 feet along the arc of said curve with a chord bearing of South 73 degrees 23 minutes 08 seconds West and a chord length of 21.77 feet; 5) thence South 70 degrees 00 minutes 45 seconds West 55.36 feet to the Point of Beginning; 6) continuing South 70 degrees 00 minutes 45 seconds West 176.15 feet; 7) North 62 degrees 32 minutes 23 seconds West 57.89 feet to the eastern right -of -way line of Michigan Road (U.S. 421); thence along said right -of -way line, North 15 degrees 04 minutes 16 seconds West 201.44 feet; thence North 74 degrees 55 minutes 49 seconds East 218.16 feet; thence parallel with said Michigan Road right -of -way, South 15 degrees 04 minutes 16 seconds East 225.47 feet to the Point of Beginning, containing 50,324 square feet or 1.155 acres, more or less. I N ITY MAP 42 NOT TO SCALE W 116th St E State Road 334 O� c_ J PROJECT W (( V) LOCATION V'