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HomeMy WebLinkAboutChrist Community Church S 2-96a� ►mac FOSTER GROVE SECTION ONE - Plat Book q. Page 29 ---------------I ------------ ILOT 20 PWPLO = Power Pole with Light LOT 21 = Power Pole with Transformer I LOT 13 p 20" Drainage ♦ Utility Easement Per Plat = Light _ I, ---__-T. ■ Fence Corner is 1 I ence orner is IPS End of Board Fence N89'58'47' E 540.00" CD + MJ x 1.B' w of IPS 0.3' NW of CHAIN-LINK TYPE FENCE approx. on line approx. on line ABOARD FENCE approx. on line BOA D FENCE IPS 14 IPS z� -aa Z �M I xa �W v .a■ ¢ a > -Telephone - - E of sph Edge of A phalt u Box W onc. Pad W �6\," T13 I I I�� a Ar- A 4 I I I I I I ( I I I I I I I I I I I 6' Wood I rare I Board Fence ° I LU 1 I I I ° FFj CQ o ASPHALT +' 1 LLL z 00d PARKING LOT SCALE: 1'=30" 1 --- ---- ---- TPI? X OL I O Z TP9 a15 30 I --�-- -- -- -- -\-� -- ---�- -- --`-51--- i W I J Co" Gharback Curb 5 5` LOT 12 1 u, p w ---- --- ---- i --------d�. Grass 3• Grass LJ LEGEND I A Y (L U I ". • =- AE = Aerial Electric / Telephone I.-ines I Z O =Power Pole PWPLO = Power Pole with Light 0 = Power Pole with Transformer -EM = Electric Meter I -O- = Light _ I, ---__-T. ■ = Light Z a r 0 T. Ped. YL® = Yard Light I r • = Inlet BH• = Bee -hive Inlet I MHO = Manhole FH} = Fire Hydrant I Wye = Water Valve I ° WM• = Water Meter (D = Bell Telephone Manhole I © = Traffic Signal Manhole TSP* = Traffic Signal Pole w Go• = Cleanout LOT 11 I IJ AG = Air Conditioner 1 DAG =Double Air Conditioner I GMe = Gas Meter I n �1-` = Number of Parking Spaces I MB• = Mailbox T. Ped.M = Telephone Pedestal I O PVC = Pcly-Vinyl Chloride Pipe I i I KGP =Reinforced Concrete Pipe It � IPS = 5/8"" Rebar with yellow cap I I Itten=ceorners n Gne stamped "WEIHE ENGR 0012" set TP = Survey Control Point i v H.C.S.R. = Hamilton County Surveyor's References I CDS = Deed Gall I CM) = Measured Gall 1 O POB = Point of Beginning I t\ 1 N Concrete Area 1 0 09Z Z I� LOT 10 1 TOTAL NUMBER OF PARK!"C. = 261. I � 2 of which are marked as Handicapped 1 ^ N I Q J rn I 3 z O I � I N o I 0 O I Z T. Ped I ence orner i -3 I o +/- 3.0' East a- of line I � I I d 0 I I a I I'' L _O I � I v I ►� I + � I a 1 O 0 I LOT q o LII I 20' 4- O � I 1 _ I "DON'T DIG [3LIND" "IT'S THE LAW" NDIAUNDERGROUND PROTECTION SERVICE. NC. Gall 1-800-382-5544 2 Working Days Before, You Dig. SW Gorner, NE/4 Sec. 29-T18N-R4E PK Nail Found per H.C.S.R. I I I I I I I I I I %m Drainage Swale n 11 J�e Icre ZJ ---- ----1---- ----1---- ----J ASPHALT PARKING LOT ---- \ --G' Ghau back Curb ---- 1 - ----T------ ----5 3 ---- I --- ---- u 64.4• --------- --- --- L I I - --- -- ---- - ---- i--------�---- �5 A 14 .9" 1 4770 E 1315t Street -- - --- - -- ,n . a 1 Story Masonary ---- __--1---- ----L--_-- Bel Tower --- NORPIVIEW G1iRCHURCH ° 8.1'xa.l' Church Building ISTIAN LIFE GI1URGr1 Instrument No. 83-7442 ° YL - - - - G.7G dares, +/- AG I I I I 17- /1 IDA -- _----T---- an�a�� lea. --T---- --- -T-- -- I I I tNamp-.;_ _ M 12as. Wall 4- O �- _ 4 f � 4.8' Roof I Alb M ng Overha G1.7 --- ----T---- ---- T--- -- AG 12" Mas. Wail i9 - ----T- - - - ----T-- -- I oaf ---- ---- � ---- ----T----- � 1 Overhang I I ° t9 ---- ---- ---- I ---- 113.6• aLl -- a - - - - - ASPtiALT - - - - - - - - I - - - PARKING LOT Electric --- ---- Outlet-, -1--- -1---- �' ---- ----1---- '". L---- a ---- --1---- --=-1---- oncrete 1 211 1 1 1 1 1 Headwall I I I I I EJ. of! AsPh01t--�', I I I � 18" CMP C_ L- _-- ------ ---' 4 I- Drainage Swale I •�onL. 1 a. Locked Gate 85 2DAG 12" Mas. Wall I I UYL I I I 0 11 DAG 15.5" J� 4 12' Mas. Wall � I 3 I q Roof I ,1)L a Ovcrhang I 1 12" `ias. Wall Roof Overhang NE Corner, NE/4 Sec. 2q-T18N-R4E 1/2" Rebar Found 12" below asphalt I per H.G.S.R. I 131 4, 4 Brick �� ® . Ped. Sign y s "-North Right -of -Way Line. 1315t Street MHO T J MHO ° 4 lYoncfete•Sldgwalk, 4 ° 4 b 1 �P Drainage Swale Curb �- \ I Edge of Asphalt- EAST -131st STREET CFast Main Street) (S.R. 234) Edge of Aephalt- PO St'�9'58 47' W _ (Assumed Bearing) - 2(040.(08' _ _ _ _ - - _ - _ South Line, NE/4 Sec. 2q -T1- -R4E - - - - _ - - - - - 889.58'47'"W 540.00" Q + M) Edge of Asphalt-, Edge of Asphalts _ Edge of Asphalt 0 LAND DESCRIPTION Part of the Northeast Quarter of Section 29, Township 18 North, Range 4 East in Hamilton County, Indiana, being more particularly described as follows; Beginning at the Southeast corner of the said Northeast Quarter Section; thence South 89 degrees 58 minutes 47 seconds West (assumed bearing) along the South line of the said Northeast Quarter Section 540.00 feet; thence North 00 degrees 27 minutes 40 seconds West, parallel with the East line of the said Northeast Quarter Section, 545.00 feet; thence North 89 degrees 58 minutes 47 seconds East, parallel with the South line, 540.00 feet to the East line of the said Northeast Quarter Section; thence South 00 degrees 27 minutes 40 seconds East along the said East line 545.00 feet to tl�e beginning point. Subject to a 50 foot half right-of-way for East 131st Street. Subject to a 50 foot half right-of-way for Gray Road, Subject to all other easements, restrictions, and rights-of-way of record. This survey was performed under the direction of the undersigned, and to the best of this surveyor's knowledge and belief was executed according to survey requirements in 865 IAC 1.12 for the State of Indiana and the field �.ork was completed on August 4, 1995. Dated August 4, 1995.0 t�BGYiDG�ilo����� r 60 Michael L. DeBoy, keg, ,S. n ana Y 3'43,39 S® )V i. STATE QP `N.4L�a` V'�4Q` GENERAL N U1R Illt� 1.) The zoning classification for the surveyed real estate, a estabUshed by governmental record, and it's correspor. crg setback requirements have not been shown on this survey, 2J The described real estate does not tie within a Special F Hazard Zone as plotted by scale on the Federal Emerge, Management Agency, National Flood Insurance Program, FIRM Flood Insur ,. )c:e ^;,te Map Community -Panel Number 180081 0004 C, dated May 19, 19bl, 3.) Per information supplied by the Surveyor's Office, Hamilton County, Indiana no legal (regulated) drains directly affect the surveyed real estate, 4.) This survey was performed without the benefit of (z current land title insurance commitment which mai have disclosed information that affects the surveyed tract. 5.) Possession lines referenced at monumented corners only. Possession Lines may vary b.,tween sold corners. 6.) 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 express or imptied, ��1 iRVEYOR'S NOTES - Client: I . Client; Christ Community Church Job Number; 95-887 Type of Survey: Indiana Minimum -Standards Sur vey Class of Survey; Class C Survey (86`.` AC 1.12) I-e(d W-Crk Completed; August 4, 1995 LOCatfUn of Survey; Pt, NE/4 Sectr_)n '9-118N-R4E, (;lay Township, Flamitton County, Indiana Note; The Theoreticai Uncertainty of the cir ners of the subject tract, established th s survey, is within tr specificotiohs for a Class C Survey (+/-^.50 foot) as def neu in 865 IAC L1a, (Theoretical Uncertainty of a measurement is the radius of a circle which circunscribes an c,=ea containing the probable •roe location of a specified point as determined by the precision of the instruments and procedure s employed in the performance of § survey). In accordance with T,'ie 865, Article 1, Chapter 12 of tho Indiana Adminis c.-ative Code <IAC), the following observations and {-)pinions are ubmitted regarding the uncertainty in the position of tiie tines and corners established a-id/or reestablished on Chis survey as a result of; 1) Availability an,i condition of reference monuments; 2) Llarity and/or ambiguity of the record description(s) used and/or the ad joiner's descriptions; and 3) Occupation or possession tines. 4) Measurements (Theoretical Uncertainty) N)te. There may exis . unwritten rights associated with these uncertainties, Attention is call,,d to the fuct that in many locatigns, the origin' section corners have not been perpetuated or have been fust. Q In :hese instances, the only evidence available to indicate the true Q postions of original corners is existing topographical features and O curr-nt monuments. Lacking the aforementioned evidence, a surveyor m„-/ reEurt to proportional measurement to reestablish section corners. Section corners that are not original are usually classified as Title Curlers. Since undiscovered information may affect the true position of a the corner, the uncertainty in a title corner is unknown, Q Theperimeter of the surveyed tract was reestablished based upon a rana.m traverse of -.he south and east lines of the Northeast Quarter of p Sec'or, 29, Township 18 North, Penge 4 East, Hamilton County, Indiana. L Momnentation was found at the southwest, southeast, and northeas' c corrers of said Northeast Quarter in fair to good condition per the o Ham;iion County Surveyor's References. The half rights-of-way for Gray Roac and 131st Stree-c are 50 feet; monumentation was set on these lines vas uell as at the northwest corner of the surveyed tract, W The ecord descriptions for the adjoining real estate were obtained from the -br,; ton County Recorder's Pffice and mathematically retraced in cn effort to disclose possible gaps and/or overlaps between the lines of the sirveyed tract and those of the adjoiners. It is this surveyor's profissional opinion that there are no uncertainties in the lines of the sarvfyed real estate and those of the adjoiners due to discrepancies in the record descriptions. At tht time the survey was completed, physical evidence of the lines of the sc�veyed tract consisted of the following: - A Sord Fence is located approximately on the north line of the su vyed tract; the east corner of said fence is +/-1,8 feet west of the ebar set on the west 50 foot half right-of-way for Gray Road; - AChin-link fence i- located approximately cn the north and west lin s)f the surveyed tract; the fence corner is approximately +/- 0.3 fe t:northwest of the northwest corner Of the surveyed tract; - A pct -rail fence located approximatel,, on the west line of the surveyed tract; - A 4ain-tink fence located +/- 0 feet to +/- 3.0 feet east of the we line of the s, -veyed tract; - Telehone Pedestals u..re located east Of the west Line of the surveyed tr _ti research cc'iducted by Weihe Ergineers, Inc. did not reveal, a util t., casement for said Pedestals. As result of the above observations, it is my opinion that the SE Corner, NE/4 un,_er aines in the locations of the lin.-_ and corners established on Sec. 29-T18N-R4E this Eurvy are cs f, -lbws; Brass Plug Found per H.G.S.R. Due :o Varioncf_ s in reference monuments: See above Due Discrepo:,cies in the record descriptions; None .je t Inconsistencies in lines of occupation: See above WD76 9588% W Co �a z oQr_ Ui 0CO x m�z ■ w � F AWA til xw ..7 z� -aa Z �W xa �W v .a■ ¢ a > - W W W a A Z I rare I Z w LU �D z 0a FFj CQ o d 't W LLL z 00d � U) � E- oz� A co kf v Q I �Ocp W Co z oQr_ 0CO ® 14 w Z - W a f- 00 m a Q � E- 17- IT' A kf v Q I 4 r-+ c� 6- lJ I f