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HomeMy WebLinkAboutBuilding PlansLl ■ Copperweld r IPF 581.53'431E _ 1.55.00• J IPF Curve Data Delta, 45'00'00' Radius, 300.00' Scole: 1"=50- LC: 235.62' Ch: N22.30'00'E - 229.61' / o0 ^ b 0 25 50 100 NOTE: Thomas & Barbara Harris IPF IPS - 5/8• dia rebar with cap narked \ Lots 9,10,11,12 & 13 Instrument # 92-22723 'WEIHE ENGR LS 0012' set. \ IPF - Iron Pin Found (rebar) O . ' . \ Copperweld 000 ... �Qj . . . . I Sg\ ... . '. .'...�.'.�.• Lot 10 Lot 9 North of Lot 10 N89'58'39'E - 526.38' IPF Lot 11 6 0 0 a S rx Copperweld 1. n�0 . ��� . . . . . . . . . . . . . . . . . . \ Curve Data IP �......... 1,, T'�.0.. CJt \ ao \ .... 0 y........... \ Delta: 45'00'00' O 15' Drainage >� vi '` .. N1aso:riry:�F ame ...... Radius= 400.00' `�h �''�� \ Uttltty Easement d� . ' \ W LC: 314.16 D ��vB. � \ _ _ _ W vui Ch N67.30'00'E - 306.15' �� \ \ Go�G . C O U S e — _ I IPF lv o' .:.:.:.::2:X4. -------- -------------- o� 15' Drainage, &....................... IPF — — — — — — — — o z / / v► \..:Ut1t1t .�rIT1.E'.-------- --- a PNS / �� AS`• y. Ensenent ................ — — — — — \ N �. \�' o .. / r I p\ ooh............Exception............ / s IPF �`\....:.:.:.Sur. veyed..Tr•.a.ct ..'.'..'... , J RE�KW N90'00'00'E - 169.00' C, O. 1'197 • S ± — ru / / a _T W +1 lr �\ Southiwesterly Line LA 119.00' ��\ . .\ . .or . L' of .12, . ' . . . . . . . . 3 / (va / . . . . . . . . . . .. . . . . . . . p• / Lot 13 \ ...\ ..: 3,6 ... . ...... .... . / N \ .. / ,�/ / Lot 12 0 o� o 00 :S.cre�n.ed . 0 uildri'.... / 4 �, i ru Lot 14 s \............. a I ^ kA kA --- ±------ o Z so.o>' 437.03' ---------------- IPS 538°10'14'W L --------------,-------------------------- Z 25' Bridot Path, Dram& �. y Conic. Monu. IPF 284.32' 61.94 ge Unlit Easement 556.58' Found a I S88'51'53'w - 1327.94' IPF 00 :z LAND DESCRIPTION rn GENERAL NOTES: L Part of Lots 12 and 13 :n WILLIAMS CREEK FARMS, a 1.) The zoning classification for the surveyed real estote, Note: The Theoretical Uncertainty of the corners of the N su division in Hamilton County, Indiana, as per plat thereof, recorded ;n Plot Book 8, Subject tract, established this curve in the as established by governmental record, and it's y, is with pages 1-3, and corrected by the correspond;ng setback requ;rements have not been shown specifications for a Class B Survey (+/-0.25 foot) as Cert ficate of Correction recorded in miscellaneous Record defined in 864 IAC 1.1-12. (Th I 160, page 707, and as Instrument 88-13983, all in the Office on this survey. (Theoretical Uncertainty of the Recorder of Hamilton County, Indiana, moreof a measurement is the radius of a circle which 2.) The surveyed real estate does not lie within a Special circumscribes an area containing the probable true part;cularly described as follows location Of a Specifiedoint as Flood Hazard Zone as plotted by scale on the Flood P determined by the EmergeManagement Agency, National Flood Insurance precision of the instruments and procedures employed En the EGINNING at the Northernmost corner of Lot 12 in i WILLIAMS CREEK FARMS, a subdivision in Hamilton County, Program, FIRM Flood Insurance Rate Map Commun;Ity-Pane( performance of a survey). Indiana, as per s 3.) Th lat thereof, recorded in Plat Book 8 Number 180081 0007 C, dated May 19, 1981. 1-3, and corrected by the Certificate of Correction recorded In accordance with Title 864, Article 1.1, Chapter 12 of the This curve was Indiana Administrative Code (IAC), the following observations .n miscellaneous Record 160, page 707, and as Instrument 88- Y performed without the benefit of a and opinions are submitted regarding the uncertainty 13983, all in the Office of the Recorder of Har,;lton County, current land title insurance commitment which may have Position of the g in the Indiana, said disclosed information that affects the surveyed tract. p e lines and corners established and/or point being on the Southeasterly i 'es 58f minutes reestablished on this survey as a result of: line = or Creekwood Lane; thence South 61 degrees 58 minutes 4•) Possession lines referenced at m 38 seconds East (plat bearing) 190.00 feet on the onumented corners only. Northeasterly line of said Lot 12 to a 5/8 inch rebar w/capPossession lines may vary between said corners. 1) Availability and condition of reference monuments; 2) Clarity and/or ambiguity of the record des ri marked Weihe Engr 0012 ('capped rebar'); thence South Ol c ption(s) degrees 08 minutes 40 seconds West 256.16 feet to a ca SURVEYOR'S REPORT used and/or the adjwner's descriptions; and rebar; thence South 88 degrees 10 minutes 14 seconds West d 3) Occupation or possession lines. 61.94 feet to a ca Client: Ella Tunnel 4) Measurements (Theoretical Uncertainty) capped rebar; thence North 01 degrees 47 minutes 27 seconds West 47.57 feet to a ca c/o F.C. Tucker Note: There may be unwritten rights capped rebar at a g associated with these point 3.67 feet Southwesterly of, as measured perpendicular uncertainties. to, the Southwesterly line of said Lot 12; thence North 45 Job Number: 93-819 degrees 00 minutes 00 seconds West 282.86 feet parallel with and 3.67 feet Southwesterly of the Southwesterly line of said Type of Survey: Original / Retracement Survey The perimeter of the Surveyed tract was established based on instructions from the client as referenced to Lot 12 to a capped rebar on the Southeasterly right-of-way monuments <copperwelds> found in good condition line of said Creekwood Lane; thence North 45 degrees 00 Class of Survey: Class B Survey (864 IAC 1.1-12) 9 co d tion in the centerline of Creekwood Lane as called on the plat of minutes 00 seconds East 88.67 feet on said Southeasterly Williams Creek Farms, recorded in Plat Book right -of -way -line to the Field Work Completed: June 26, 1993. corrected by the Certificate of Correction pages 1-3, and point of curvature of a tangent ection recorded in curve, concave Northwesterly, said curve having a radius ofmiscellaneous Record 160 325.00 feet, thence Northeasterly 60.00 feet on the arc of Location of Survey: W/2 NW/4 Sec 35-18-3, Clay Twp, page 707, and as Instrument 88- 13983, all in the Office of the Recorder of Hamilton County, Said curve to the left and said right-of-way line to the Ham. Co., IN Indiana. It is this surveyor's professional o inion th BEGiNNINu POINT, containing 1.197 acres, more or less. uncertainty in the surveyed lines due t p at the referenced monuments is +/- 0.3 feet. ° variances ;n Subref Subject to all legal easements and rights-of-way. It is this surveyor's professional lines of the surveyed tract due to on that there i5 This survey was performed under the direction of the no uncertainty in the discrepancies in the record descriptions undersigned, and to the best of this surveyor'sptions of the surveyed belief was executed according to survey requirements eng864nd tract and the adjoining roll estate. At the time the survey was Completed, there was no IAC 1.1-12 for the State of Indiana and the field work was coMpleted on June 26, 1993, physical evidence of possession along the perimeter of the surveyed tract. As a result of the above observations, it is my opinion Dated July 7, 1993 ions of thoca that the uncertainties in the locations �- i a tines and `�pEl L.OP�ycorners established on this survey are as follows: P o�\toene. ��y� Due to Variances in reference monument No. �� �_ s See above Due to Discrepancies in the record descriptions: See Michae L. DeBoy, R L.S - ndiana #S0539 * = above STATE OF S 104 $11AVEy�O��s Due to Inconsistencies in lines of occupation: See above wd 68 93819.rpt ai ..i w n: n ' W ua z � z z a N �\ � 3 U '. L W% 0 T Ix w E d W C C W Z i v E 0 L z _ U w W W a \ �< W �0 a Vz~ � o i L � O a W oo'° xs� o�� ozo �zv w w z a rMl U M GN OD z 0 0 W z OF i 4 , , u 0 v n ' W � z z N �\ � 3 U '. L a T w E d C C x a � QJ E 0J i v E U L _ U Q� c \ .a N tA 0 J c " � o i L � O a OF i 4 , , EXISTING SKYLIGHTS TO REMAIN EXIST. ROOFING TO REMAIN PARTIAL LUE5T ELEV, 1/4'= I'-0' ■i ml BEAM DETAIL 6' % 11. 0' 5OUTN ELEVATION 1/2'= I'-0' ";ltz 5UN ROOM FLOOR PLAN 1/2'■ 1'-0' RELEA-wED FOR CONSTRUCTION Sub ct 10 compliance with all Reputations Of State and Local Cortes DEPT OF COMMUNITY SERVICES QTY OF CARMEL / CLAY TOWNSHIP f INDIANA s OR =min=�� EA5T #2148 CAP MOULD - /� (POPLAR, PRE -PRIMED) 5/4 x 4 TRIM - /— (REDWOOD. PRE -PRIMED) Q R 'LANK SIDING - I'-0' 0 z cn Ixl': '- /-- (REG PRE -PRIMED) OA IxlO PF- ..t1 Q 13/4 BEDf IOULD (POPLAR) N 4 1', CAP (REDWOOD) W/ 134 BEDMOULD (POPLAR) �1i2' COVEMOULD (POPLAR) � Ix4 TRIM - S (REDWOOD, PRE -PRIMED) 01i ` W RIPPED 5/4 x 10 TRIM - (REDWOOD, PRE -PRIMED) --1 r- RC 1x12 TRIM - Z (REDWOOD, PRE -PRIMED) � Ix12 TRIM - cv QC (REDWOOD, PRE -PRIMED) 5UN ROOM FLOOR PLAN 1/2'■ 1'-0' RELEA-wED FOR CONSTRUCTION Sub ct 10 compliance with all Reputations Of State and Local Cortes DEPT OF COMMUNITY SERVICES QTY OF CARMEL / CLAY TOWNSHIP f INDIANA s OR =min=�� EA5T ELEVATION Uw Q 1/4'= I'-0' 0 z cn LU LU Z OA 0=N REMOVE EXIST. QUAD WALL FIXTURE OUTLET L RE -WORK WAL AS REQUIRED /NEW 41_4n x (01-011 5RICK 5TOOF PLAN NOTES © VERIFY ALL ROUGH FRAMED HEADERS. SOME HEADERS MAY NEED TO BE REPLACED DUE TO REVISED SPANS. Q REMOVE EXIST. BRICK FLOOR, LEVEL BASE SLAB AND PREP. FOR NEW BRICK FLOOR OF CANAL STREET PAVERS. (PATTERN TO BE DETERIINEDJ y� c i dsd.TD. RESIDENTIAL ARCHITECTS 6569 CARROLLTON AVE. INDIANAPOLIS, IN 46220 PH: (311) 255-6526 d Uw Q Q E ui 0 z cn LU LU Z OA 0=N Q N J N 4 �Qm�Q Z w Q ►- z � ~ z S a� N Qa EL Ck lu U Iui I UA c � z JOB NO.0136 11/21/01 i W < LU z Z Q Q (] Q � Z � LU ` W W --1 RC LLi Z U � cv QC cit � < cv -- U 0CID— a� N Qa EL Ck lu U Iui I UA c � z JOB NO.0136 11/21/01 i EXISTING SKTLIGHTS TO REMAIN EXIST. ROOFING /-- TO REMAIN FDARTIAL U1E5T ELEV. 1/4'= 1'-0' SEAM DETAIL. I J 5OUTN ELEVATION 1/2'= I'-0' dwo 5UN ROOM FLOOR PLAN 1/2's 1'-0' EAST ELEVATION 1/4's I'-0' REMOVE EXIST. QUAD WALL FIXTURE OUTLET L, RE -WORK WALK AS REQUIRED NEW 4'-4u x (o' -O" 5RICK 5TOOP PLAN NOTE5 ©VERIFY ALL ROUGH FRAMED HEADERS. SOME ►A`DERS MAT NEED TO BE REPLACED DUE TO REVISED SPANS © REMOVE EXIST. BRICK FLOOR LEVEL BASE SLAB AND PREP. FOR NEW BRICK FLOOR OF CANAL STREET PAVERS. (PATTERN TO BE DETERMNEPJ <C dsdLTD. RESIDENTIAL ARCHITECTS 6569 CARROLLTON AVE. INDIANAPOLIS, IN 46220 PH: (311) 255-6526 U 01148 CAP MOULD - /— (POPLAR, PRE -PRIMED) 1✓ 5/4 x 4 TRIM - /� (REDWOOD, PRE -PRIMED) 11J HARDY PLANK SIDING - /� (BEVELED) 7 - IX15iaDRIP - /� (REDWOOD, PRE -PRIMED) IXIO PRIMTRIM ►- 15/4 SEDMOULD (POPLAR) IVz CAP (REDWOOD) w/ 15/4 BEDMOULD (POPLAR) 0 U iz' COVEMOULD (POPLAR) Ix4 TRIM - (REDWOOD, PRE -PRIMED) LLJ z RIPPED 5/4 x 10 TRIM - 111 (REDWOOD, PRE -PRIMED) Ixl2 TRIM - /'� (REDWOOD, PRE -PRIMED) Lu z TRIM - 71xr2 (REDWOOD, PRE -PRIMED) 5UN ROOM FLOOR PLAN 1/2's 1'-0' EAST ELEVATION 1/4's I'-0' REMOVE EXIST. QUAD WALL FIXTURE OUTLET L, RE -WORK WALK AS REQUIRED NEW 4'-4u x (o' -O" 5RICK 5TOOP PLAN NOTE5 ©VERIFY ALL ROUGH FRAMED HEADERS. SOME ►A`DERS MAT NEED TO BE REPLACED DUE TO REVISED SPANS © REMOVE EXIST. BRICK FLOOR LEVEL BASE SLAB AND PREP. FOR NEW BRICK FLOOR OF CANAL STREET PAVERS. (PATTERN TO BE DETERMNEPJ <C dsdLTD. RESIDENTIAL ARCHITECTS 6569 CARROLLTON AVE. INDIANAPOLIS, IN 46220 PH: (311) 255-6526 J05 NO.0136 11/21/01 1 .0 4 U z a 1✓ w ''�� D cci O (L z � z 11J z pz LU z 7 - 0 OCO� �N ►- oam�A o 1 wooR w 0 U Lu J05 NO.0136 11/21/01 1 .0 4 U z 11J be LU z 7 - o N CID Chi Z w Lu LLJ z Lle: 111 u LLJ —1 Lu z U � _ N CV Q_ Un �uw J05 NO.0136 11/21/01 1 .0 4 a be o N w LLJ z � u a z Un �uw o __� 43� �_� cl W U = N X w w w Q U, '- w to Q Z Z Z O J05 NO.0136 11/21/01 1 .0 4 SO4'. r.UTH ELEVATION R t/a �1■111INNER � smells 10111 11011001 SDUTH ELEVATION Qlong NINE I on soonlogo me to -WE meansoon on NONE11001111MIN soonMINE Monosson NONE oiozz 0 0 NINE Room loss NINE mean molls mean ROME loss MEMO 1112111 long NINE 11011 ■t■NININON on NONNI NINON ONE on � ����� 111 ����� MEN so MEN NINE NINE I on mono mean mean I an Icam on ENE loss NONE I on soon soon Ross, loss long Y SOUTH ELEVATION N mono MIEN, on 1 0 MEIN MEIN Ross, NINE molls sells sells Uan on Room SEE Room NINE Ross MINN MINE NINE miss NINE MISSION- Is SOUTH ELEVATION E SOUTH ELEVATION D 1/4'. f -d SOUTH ELEVATION C v4'. f-ir I I ____1 i son NINE long mean -Inman IMOM loan on 0 Room I on I MEN SOON NINE NINE loss loss soon logo logo =I Ems MEN son loss loss NINE soon memo soils scas Oman on soon soon loss logo Room LANNI ------------- dsdLTD. 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