The URL can be used to link to this page

Home My WebLink About04090039 Plans 02 1 of 1 ALTA-ACSM Situation Surveyaaoy aaa) L ak 01 '1 3 underground ---DEL 0 JIG BLIP D L co 0 0 P.O.B. U) teleoh r� n �EL iron fence (between colu n 1h \4% Str. #521 TC EL= 848.56 a 1- 800 382 -5544 CALL BFORI YOJ DIG i•iAILrD C:EPTFD Nu l i 'ES AVAILABLE J (.3 W o 0a z CARk' EI DRIVE P u BLI C 40' Easement for =public Utilities Pb 245 Pg 243-247 lava rock 45' R/W Line per Carmel Thoro. Plan r e W W W W W W W W W W w W SW Corner, SW 1/4 Sec. 31 -18 -4 Brass Plug Fd Per C.S. Ties. W W W W W w W W W W w W W W i gn WI ay1, crushed brick DLDL 5/8" Capped Rebar Set a� spha1t Paving Curb In,ipt Str. #77 1TC EL.= 847.96' INV W 12" RCP 842.79' 9 of Mag —Nail .40 D.B. 291, Pg. 526 t W W w W W W D0.00' 16 PARKING SPACES i i Landmark Development Co. ati Speed Bump (Typ. 5 places) 13 PARKING SPACES a`O3 a 105.5 Ponderosa One Story Block Commercial Building 5525.70 Sq. Ft.± 14 PARKING SPACES i 22 PARKING SPACES W W W W W W W W W W LANDS LAPED AREA '*'-ww.4 -i', "w w� "1 W W W w W w W w W W W W W W W W tl aa 2.40' Bank Building concrete walk sd' t i 45' VW Line per Carmel Thoro. Plan Area 1.60 AC± concrete walk 44.30' Str.#271 TC EL= 344.77 a. iNV. N 8" VCP =E 31.65 INV S 8" VCP 831.62 W w W 17.30' O a (6 L., 8.00' Structure 373 INV N 15" RCP 3.65= 842.14 INV S 15" RCP 3.81 841.98 (CONNECTS TO 374) 1 WM 1 0 Storm Manhole y;I aa e' W W W W ay GRAPHIC SCALE 0 10 20 T inch 20 ft. h 49 40' aa h 76. Asphalt Paving Sanitar Manhole Str. #708 TC EL.= 846.11 INV W 8" VCP 836.48 INV N 8" VCP 836.28 W W W W W W .4 215 TC EL= 844.54 INV S 12" CMP= 838.46 0 0 Str. 232 TC EL= 844.56 iNV. N 8" CMP 840.94 INV S 12" CMP= 840.46 O a s W W��W ,0 W W W a W W W W W W W W W Str. #709 TC EL.= 845.65' INV N 15" RCP 842.03' !NV N 15" RCP 841.94' a w Y Y p( W W W 1 W W W a 0`^Y W W W W W W a WW a W tyr W W W W W W W as Curb Inlet Str. #709 TC EL.= 845.81' INV N 15" RCP 842.88' INV N 15" FCP 842.54' aA a� ,ya •P 4) Curb inlet DLDL 5/8" Capped Rebar Set DLDL 5/8" Capped Rebar Set Landmark Development Co. D.B. 245, Pg. 243 -246 Owned by: The Fineberg Group INST. 2004 -45159 Land Development Services, Inc. 501 South 9th Street, Suite 100 Noblesville, IN 46060 Phone: 317 -770 -1801 Fax: 217 -770 -1821 GENERAL NOTES: This survey solely relies on a current title commitment prepared by First Title of Indiana, Inc., commitment number 113761, with an effective date of August 5, 2004, for information regarding easements andlor restrictions which may benefit or encumber the subject premise. Any underground utilities depicted on the attached plat of survey have been located per visual observations or utility markings on the ground. No warranty, either expressed or implied, is made as to the accuracy andlor completeness of information presented on underground utilities, or as to its fitness for any particular purpose or use. In no event will DeBoy Land Development Services, Inc., its employees, agents, ,andlor assigns, be liable for any damages arising out of the furnishing andlor use of such information. The path of the utility lines shown on said plat of survey should be considered approximate until they are either relocated, by calling the Indiana Underground Plant Protection Agency at 1- 800 382 -5544 or until they are excavated to verify the location and path of the utility lines. Possession lines are referenced at rnonumented corners only. Possession lines may vary between said corners. No warranty, either expressed or implied, is made as to the accuracy and /or completeness of information provided by governmental authorities andlor third parties, or as to its fitness for any particular purpose or use, including but not limited to information presented on zoning, setback requirements, flood hazard zones and wetlands area(s), in no event will DeBoy Land Development Services, Inc., its employees, agents, and /or assigns, be liable for any damages arising out off the furnishing andlor use of such information. As used in this survey, certify means to state or declare a professional opinion of conditions regarding those facts or finding which are the subject of the certification and does not constitute a warranty or guarantee, either expressed or implied. The zoning classification for the surveyed real estate, as established by governmental records, and its corresponding setback requirements is B -8, subject to the Carmel Drive- Rangeline Road Overlay Zone. The Overlay Zone requires the following: A) 'Build -to Line: 0 feet, subject to recorded utility easements; Maximum 10 feet, subject to recorded utility easements and to subparagraph C (See Ordinance); B) Side and Rear Setbacks: 0 feet, but may not encroach into required landscape areas; C) Minimum building height: 26'; Maximum building height: 35' or 3 stories, whichever is greater if adjacent to single family residential area; 55' of 5 stories, whichever is greater. 1 further certify that the above described real estate does not lie within Zone A, as shown on Flood Insurance Rate Map #18057CO209F, dated February 19, 2003, as prepared by the Federal Emergency Management Agency. Note that the site may be subject to localized flooding due to nature Title Notes: This site may or may not be subject to the following First Title of Indiana, inc. Schedule B- Section II special exceptions: Easements for drainage ditches, tiles, feeders and laterals, if any Gas line easement by an between Landmark Inv. Co. and Indiana Gas Co., Inc. recorded in Book 1, page 865. This easement lies East of the subject premises and does not appear to encumber or benefit the subject premises Easement Agreement by and between Landmark Dev, LLC and the City of Carmel, IN for a landscape easement recorded as Inst. #2001 -12941 and described in Exhibit B of said easement. This easement lies East of the subject premise and does not appear to encumber or benefit the subject premise Easements for ingress /egress and public utilities recorded in Special Warr. Deed in favor of Landmark Dev. Co. recorded in Book 245, page 243. (Shown hereon) Rights of the Public, the State of Indiana, and the Municipality in an to that part of the premises in question taken or used for roadway purposes BENCHMARK INFORMATION: Reference Benchmark: Top of copperweld in steel casting located in the intersection of 116th Street and Rangeline Road in Carmel, ,Indiana. Elevation: 819.78 (NGVD 29) w elec REVISIONS AND DATES EL Q Grease Pit Q Sewer Manhole 0 Drainage Manhole ,),11C Proposed Hydrant Curb Inlet Square Flatgrate Inlet Water Meter Light Post Traffic Signal Manhole Columns Metal Post Street Center Line vv Existing Water Line 1111 1111 fwM 1 D M LEGEND Existing Telephone Line Existing Electric Line Deed Dimension Measured Calculated Dimension Prepared for: The Fineberg Group, LLC DESIGNED BY: DRAWN BY: MEH APPROVED BY: TLK CHECKED BY: MLD SURVEYOR'S REPORT The purpose of this project was to prepare a land title survey to ALTAJACSM specifications of a site located at 4502 South Harding Street, Indianapolis, Indiana. Title work, along with the attendant documents, prepared and provided by Chicago Title Insurance Company Fieldwork for this project was conducted during the first week of September, 2004. Research was conducted at the offices of the Marion County Recorder, the Marion County Surveyor and through the Marion County!lndianapolis web site. The basis of bearings used for this survey was taken from the record description for the subject tract which assumes the East line of the Southwest quarter of Section 34, Township 15 North, Range 3 East, to be South 00 °12'30" East. Reference monumentation recovered for this project consisted of the following: 1) a Harrison monument found per County Surveyor ties, at the Northeast corner of the Southwest quarter of the aforesaid Section 34; and 2) a brass plug found per C.S. ties at the Southeast corner of said quarter section. The position of the Northwest corner of said quarter section was calculated from the state plane coordinates cited in the County Surveyor's reference ties. Positional uncertainty due to reference monumentation is estimated to be 0.4 feet for this survey. A review of the descriptions for the subject tract and the adjoining premises rendered no uncertainties due to descriptions for this survey. A fence line runs along the East line of the site, lying from 0.5' West to 0.7' East of the East boundary line, as shown. Likewise a fence line occupies the South line, lying from 1.3 feet to 2.0 feet South, as shown. Attention is brought to the overhead wires which cross the Southwest corner of the site with no apparent easement in place. Said wires encroach approximately 0.8 feet onto the subject premises. No other physical improvements which would indicate possession were found. Therefore, uncertainty due to occupation is estimated to be 2 feet for this project. The theoretical uncertainty of position of the lines and corners of this tract is within specifications for a Class C (0.50 feet) survey as defined in Title 865, Article 1, Rule 12, Sections 1 through 29 of the Indiana Administrative Code. Certified to: The Fineberg Group,LLC First Title of Indiana, Inc. CERTIFICATE OF SURVEY 1, the undersigned, a Registered Professional Land Surveyor in the State of Indiana, do hereby certify that this plat of the following described real estate was prepared under my direct supervision, and to the best of my knowledge, information and belief, was executed in accordance with the requirements of the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative Code: Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East in Hamilton County, Indiana described as follows: Beginning at a point on the West line of the Southwest Quarter of Section 31, Township 18 North, Range 4 East which is 1513.00 feet North 01'1'45" West (assumed bearing) of the Southwest corner thereof; thence North 017)4'45" West on and along the West line of said Southwest Quarter 239.85 feet to the centerline of Carmel Drive; thence North 89'55'00" East on and along said centerline 290.00 feet; thence (South) 01'4'(45)" East parallel with said West line 239.85 feet; thence South 89'5'00" West 290.00 feet to the place of beginning containing 1.60 acres, more or less. 1 further certify that this map or plat and the survey on which it is based were made in accordance with the "Minimum Standard Detail Requirements for ALTAJACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1, 2, 3, 4, 6, 7a, 8, 9, 10, 11a, 11b, and 13 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and CSM and in effect on the date of this certification, the undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys. Corners were established and improvements were located as shown hereon. Certified this 22 day of Sept., 2004 DeBoy Land Development Services, Inc. j*J A STATE; J u l f 1? U lvt d13,, U6rtr (Atli St E 11 6th St CJ) C�.dde Or R1agxpa int Dr Y 0 tau st ir O hm 1 t :o 0 E11tS 7,.2Qo4 apt` taast,r;carrt hic,; (Ai 2004 NNITEQ_ Ute Or Isirmorsc, VltI ?4 0 0 01 0 Cat rr2 e\ OT r Cr+Beks tie Dr is t s F 0 el Or 6 rd (,thc o t F� at;�,ti e fivv!re P1. Retriever Ln E 6? 0 X 44m61.41.51 9.2 S 40s Mai r3O0rn 50,fft 11/4 tared Counxrij s;1ub. DATE: Sept. 22, 2004 VICINITY MAP ALTA/ACSM SITUATION SURVEY 1301 South Rangeline Road Carmel, Indiana 46032 SCALE: 1 =20' Michael L. DeBoy Registered Land Surveyor No. S0539- Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East in Hamilton County, Indiana No. 2004 -0029 SHEET No. 1 OF 1