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HomeMy WebLinkAbout1009.97.1LAND DESCRIPTION` -`cL. 1, the undersigned. hereby Certify that the wi :ei• ` i Y plat is a represcntauun of the lands surveyed, subdivided and platted under my direct supervisi.NV and control and that it is true and correct to the best of my knowledge aaJ belrcfi Part of the North Half of the Southwest Quarur sad Part of the Northwest Quarter of Section S, , y f .�►.is� � :'T• air- � • ,.-••• .." K D' y described as �...:.:....r.;i ...�.a ^:'•... •' �f ' -''� _ follows: Y, care rni 1 1 c I East in Hamilton t'uunt Ind' Township 1 North, Raug vans, Iscin n cu rr do Commencing at the Southwest corner of the North Hal( of the said Southwest Quarter Section. thence 7 t north 00 degrees 00 minutes 00 seconds East (As..�med Bearing) along the W'cst tine of the North Italf of the said Southwest Quarter Section a distance or 808.76 reet to the ticsrnning Point (said Beginning A� , ` t Point being the Northwest Corner of the Bridlcbourae Section 4, a subdivision in Hamilton County, RD, a.G �' 3 5 b a w+� ► M 9 0 O s►.�sr sr wsr v.s wrws ss a...; .. Jam" • 1/ 2i IuJiroa, the plat of which it recorded in Plat Book 16. Pages 62-63 and Instrument *39-04523 in the Z6 b saris . s.est office of the Recorder of ilamilton County, ladians)• thence continuing North 00 degrees 00 minutes SM OK ROAR T SD r•--- ��i stLSt. s r t �. � � � / my (N! seconds East along said west line a distance Of 112.75 feet; thence North 59 degrees 40 minutes 16 IPtlDIANAPOL[►9► II�AI'EA _ Z8 Lak tamer ;2 r f i s:.onds East a distance of 3N.1T feet; thence North 13 degrees 08 minutes 29 seconds East a distance of FAX 3I7•�7I -129© 20.24 feet to a curve having radius of 60.00 feet, the radius Sl %4TI-I;itiO Ar .y� sit v 4 , �/ y SLWItF all point of which bears North 13 degrees 18 minutes 33 seconds East; tlreace Northerly along the are of said curve a distance of 89.26 feet to the s 211 �j a s �� �•" �� putat of reverse curvature of a curve having a radius of 2200.00 feet, the radius point of which bears u i3 n� '(� / ♦ sa-Srr s t �' 8 I%.ath 81 degrees 26 minutes $0 seconds West; thence Northerly along the at,: of said curve a distance of k,o.19 feet to the point of reverse curvature of a curve having a radius of 200.00 feet, the radius point 9 ' 11 v ♦ w.>,5F 'T of %hick bears North a5 degrees 21 minutes 32 seconds East; thence Northeasterly along the arc of said ISSUE: DATE: = ' t to the point of reverse curvature of a curve having a radius of 1500.00. >«stT mesas. ' fc:t � she r adiusepoint of *hick bears North 09 degrees 43 minutes 32 seconds list; thence Easterly along «-s the arc of said curve a distance of 550.52 feet to a point which bears South 11 degrees It minutes, 10 , st7tafl �� ss i y a>s�sr : e,31 8 seconds East from said raJila point, thence North 85 degrees 21 minutcs 55 seconds East a distance of • i► _ �.' _!!p �w _ 1.15.11 feet to a curvc Aav,ag a radius of 30.00, the radius point of which !scars South 04 degrees 36 xr minutes OS seconds East; tAcacc Southeasterly along the arc of sa.J curvc a distance of 72.67 feet to a •►wa>;,i. ie. � � /; � ►_ point which bears South 41 dcgrtts SI minutcs 01 seconds East i rum sail radius point thence North 41 ]MAN !1 = stuwst. degrees 22 minutes 23 sc:oads East a distance of 220.39 feet; then :c Nuuth 71 dcgrces 29 minutes 311 at �► .p seconds East a distance of 2)9.90 feet; thence North 00 degrees 34 ouuutcs )I >ccunds West a distance of '�� f atastsr. r� aW ss ' rt 407.84 feet; thence North 1.1 degrees 05 minutes 09 sccoadh East a Juun.c of 918.01 feet to the East ttLatasi<. �► _ line of said Northwest Qua-ter section; thence South 00 degrees 06 mmutcs 32 seconds West along the a aa/J East lint a distance urt5.t1 feet to the Northeast corner of said FirlJlcbuurne section 4 (the nestx� sawair. �,` - ♦ stiar8 ►. saw• * RKSasr two (2) described courses Watt along the North line of said Bridicbuurnc Section 4). thcncc South 48 s.s .; P+ degrees SS minutes C2 sccorb West a distance of 2754.48 feet; thence South `►0 degrees 00 minutes 00 f? O .F 49 ��' �) •' seconds West a distance of 610.01 feet to the Scgrnaiag Polar, cuutiming 44 lub arcs, mute or Icss. ;• cn sow ss. _ DRAWN BY: CHECK BY: , t.. 34f This subdivision consists of 12 lots, numbered 9 through 20 togcthcr with :..uuuun areas, sucets, aaJ �Rt+G I, . G �e � •i► 1. . 1i:r wtwientrar / x � szs.ss. .: r .�,? w�•.ss 4 / /// 6 casements as shown Aetcun. 66 ` �s 62 The size of lots• cammun arcs; and widths of streets and easements arc shuwn in figures denoting feet ACCEPTED: r; ! a♦a11r air wAw S.F. `�.-� ttnrta SL V, A s F. g a and decimal parts thereof. st: o� s5 {4L cimog SOAr lift or 8 ` sv�aF. / I aria► s: r �"' 8 �� ,l!?�t.v.r' ✓� ✓ i'I•wf�i /�� 42 41 sa... i COMPUTER FILE: DATE: r ti sasost stMSasF �� rkUWARD D. GIACOLETTI U i'j in L s.«40 >x.3 ► ` REGISTERED LAND SURVEYOR x , P I Mk,,,.. c: nwe cREE�RES c1:�2o0 06/30/97 INDIANA r.SOS60 I I l odor rem tasty { avers ►. mar ' ,S'�' �G No. "f° � Use of Documents 3 4 SQ�(i� «: The ftwings, Specifications, and other doWnents STATa TX p%� by the Archked for am irstnimerits 'A►°i.N� Q. of the kchited's service for use go with raped to to Project and shots not be used on other 7 : SUR4� ++ or odditiorts to this Project witfwut wriltatts�ott HA I TON C� OUNTY LEGEND &W due compensation to the Architect. ' i-'- / _- 6irlg On lira Scope Drawings E>�t1 a tlrltd Towl"In. These drawings indicate the raord scope of the project Y _ - - E,My C" TV in terms of architectural design concept. the dinsentporo r LAKE No I 2 �� n ti - - - lit w" Ikrw Daft some votes. the strucbrat, ntechonioat, and /err O 9 electrical gvtems. The Drawings do not neces=* h 40• [All" WAff Mob indicate or describe all work ro**W for full LEGEND: �0 0� 1 of oaten escort completion of the m*kwnwh of the Catrtroct. G 2 gttrteral scope indicated or dsartbed 5 20 A� - 6ttat % Eamnint the trode contractom shall famish al Rom required for � S-leQy Ea -trset the proper execution and completion d the work. INGRESS- EGRESS, DRAINAGE, uTiL�' ~ � i �. � Smral s.r. i.E.D.U. 8 S.E. - / , , AND SEWER EASEMENT D.U.8 M.E. _ DRAINAGE, UTILITY 8 MAINTENANCE E:.SEr.,ENT ,}� LOT 14 - --� S- -YS�.r D= 1311'18" D.U. Nlr S.E. - DRAINAGE UTILITY SE'A£R EAS�EWENT R = 2200.00' oti� i 63,539 sq. ft. / -"1"'• a�a..e smA.y s.•w T 254.32 BLDG. LINE - BUILDING LINE L 506.39' �,9�. ~' 3 S yD , ,, • • - tilbr. two.► tier!! t + �' / / ' `C/ GET"AL NOTES M EXISTING CONCRETE MONUMENT / Jei °F• - Mr Ya Pate! Tr TO THE PPE NWRT. i O• `j / �,' � 1. ALL CUTS ARE TAKEN FROM THE E�oS1M1G GRADE 2 ALL WYE. LATERAL MID PWU STATIONS ARE 45 Mowt Zion Road LOT15 O,,O • �h \, % �► FRW THE NEAREST DOvxSTKAM MANHOLE. (►M) • 3 /lY ALUMINUM ROD W /CAP SET ,(h/ �4� ;•' 00 55 / Goo be , 1 wYES AND LATERALS TO BE a' PPE UNLESS Canner, 48W2 q • / '\� P 't� w ALL WYE CONN[CTI0r/5 SHALL MAZE A nr►auuM 1-765/ 'r U-4M . 63,540 $ ft. �b °' � / OTHERYaSE ssEanEO. sq tff. - SQUARE FOOTAGE / O' tip' O / Q a nW FOOT LATERAL EXTENSION CoNNEcTEo To 2� / Q' / (�� PLUGGED OR CAPPED THE LATERAL SMALL BE \�/ // a IT SHALL ME THE CONTRACTORS Ws oNsouTY D - CONCRETE MONUMENT SE' SS 2- / � ro FTM vEStrY ALL uTturr LOCATIONS BEroNE SOURCE OF TITLE SPECIAL WARRANTY DEED TO Tr• i' rrj° caaTRUCTwN BECKS r.. BRIDLEBOURNE OEVEtOPME?IT CO. �- `Ter , ' �g�'" W�5 �`� 0� �� • TEMPORARY TRAFM CONTROL MOM JULY 25. 1986 RECORDED IN DEED RECORD 358. J. +��' '� / \ CONSTTNUCAON To To APPLICABLE PAGE 192 (MISTR1AIrtENT 0 8615244) 2 \ �c.0 � r '�� \ /, • LOCAL AND STATE AROS O� / 7. ALL CONSTRUC'D N ACT,MTY ON TINS STE TO BE �t •A�2rL / \ OO �G/ / \ • STTANDA�RDS 1YOItlCae sAwrY YAFPL/CAB[E as.H.A ` • a� 0 ' /'\ / , \ a CONTRACTOR SHALL MrawzE DAMAGE To E 105TING SCALD- 1"=100, ; � �� °��,. -oo \ / ,// / � � , TREES REMOVE AND REPLACE TREES AS REOUrtED. •' AREAS TO �GN��CONNSTAWYED C IT10NK asTURBED R 85'1 4 17' y \ to COMTRACTOR SHALL REPAIR ALL SLO- SURFACE ORAINS. O 200 R 60.00' / O O S'�, �U ,� \ � \ � � t�� : � t STORM SEWERS, OR ANY OTHER UTgJTES ENCOIMTl". T 55.21' ewe L = 89.26' 1. =56 �`' LOT 17 /X- 51,874 \ \\ 4 loo 300 _ sq. ft. \ \ / � �G / �� J t 'J W 1/4 TKO �� ��. .� �� '- -- - - - - - -- - -- \ 1?C F- S W I / -+ LOT 18 / -� / S \�w I / �T W / 53,015 s ft. o° / 0 3 N 89'40'16" E i J� �� ys / / i \ \. W 314.47 - z 79.96' ° o _ 154.51' c \� LOT 19 Z r- w ,n ,ri ' 59, 203 sq. ft. ,�'� PANHANDLE EASTERN PIPELINE ESMT, l: N _ \ OJ j y O. �; `�, AMENDMENT OF RIGHT -OF -WAY GRANTS • O \ \ _! _J Z Q vac s 3 \ y p 2�i O Q \e �c\'`�� E,r� / BOCK 58 PGS. 15 -19 I I -- t f1 • t I ' l �� .�,.r 3 fey © 3 �[ w v (� I °° 3 t'o 3 O of �ri� / / / , �t ��V �,� \ `� }+ z . 0 01 41 1 a y 4� L ��, / \ / ,rte , W .. �; LOT 20 P Q ell a Q o 88,297 s ft. ��� / / \ rFJ • / f v in i1AAJ Cr C CL Oq ~l 1 �OG / Q / 25 , 25 ` r G ""'�■ ca 8 p ,( NOTE � � �\ L / . err Z Z ` / 1� / 13 13 SEE IIg1ANAPQIS PATER COMPANY STANDARD� 0 0 W Q �, �` '�' sPEaRCARp1s FOR INSTALLING wATERYAMIS / T �a !�, -/ a / / AND HYDRANTS - 1996 FOR ALL DETAILS AND • .' - X69 '`� / / SPEOFICA71ONS NTH REGARD TO MATERIALS, i < / ,• �w a • \ p % ;/ / GPe / 5 CONSTRl1CT10N METHODS ETC.- / \ 7+ / �„�. O p .� •.two / WATER LINE NOTE ` / �O „ `� (`0PP / / u/ MN" COVER OVER 12' WATERMAMI SHALL ` :w•- N �• �¢ Q� !7 IV TOCKS CIRCLE eE +e', WKV4t ALL OTHER WATERw1Pls SHkL / \� T-•• 0 0 3 :3S 4 3• / / h 0 / No Scale HAVE A MNIUtNI COVER OF 51' F4O11 FINISH CRAOE / L`1 r \ f (R.R. SPIKE) rt S 19* 23'42" n BEGINNING 326.90' b L =32.76' 223.60' `, t_ `� / x S 90.00.00•• w O J POINT J " � (NW GQR. BRtOt.EBOURfVE 636.Or 1x.36' a-, ' m .' _ •o rivRTtl LINE �- - �, ' SECTION 4) 5l8" RE13AR W /CAP �. BRIDLEBOURNE SEC. 4 _ (PLAT BOOK 16. PAGES 62 -63 O \� lF! (� BEARWG) AND INSTRUMENT 1r 89- 04523) � �• co N 00.00'00° E / LM '� �� 4 808.76' G#'L SW COR. N 1/2 SW 114 SEC. 5-17N-3E J 0. _T SOUTH LINE N 112 SW 114 NORTH LM j SEC. 5- 17N -3E ` EX. PANHAND11 EASTERN P EAS�IT F BRIDLEBOURNE DEVELOPMENT PLAN 2 LOT 16 SITE PLAN y �OO A200 1" 30' -k 4 t Ea INDEX TO [DRAWINGS crt W +�. y tfi � A200 BRIDLEBOURNE PLAN /LOT 12 SITE PLAN & INDEX CER2IFIED BY ,. A201 BASEMENT /FOUNDATION PLAN, NOTES & DETAILS A202 FIRST FLOOR PLAN, NOTES & DETAILS t A203 SECOND FLOOR PLAN, NOTES & DETAILS r. A301 FRONT & REAR ELEVATIONS, SECTIONS & DETAILS A302 LEFT & RIGHT SIDE ELEVATIONS, SECTIONS /DETAILS �.� � :4 - A303 BUILDING CROSS SECTIONS &DETAILS SHEET No. 564 1 IINTOCKS C;IRCI F= 00 _ tie A601 BASEMENT ELECTRICAL PLAN .: A602 FIRST FLOOR ELECTRICAL PLAN A603 SECOND FLOOR ELECTRICAL PLAN v�� y