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HomeMy WebLinkAbout04070132 Building PlansPr'Cp. CGrr',f" ,•,' .-s...:...X_. N 12'235: 22.28' N01'53 55.E k L=17.60' R = 50.00' J ...+�..d„uM2�,.m, b'3;.?t�,..�fxsx ... ,,�,�__,, �..a�..t�..�.. ..ice �. ....ki.,�.w�._ E Scale; 1"=40 GRAPHIC SCALE 2G 4 9L ip; 1 inch = 40 ft. Certificate Of Survey +, the undersigned, a Registered Land Surveyor in the State of Indiana, certify that this survey was prepared under my direct supervision and, to the best of my knowledge and belief, was executed according to survey requirements in 865 IAC 1-12 for a record document survey. Property Address: 12441 Creekwood Lane, Carmel, IN Property Description: (Instr. #2002-20525) Lot 8 in Williams Creek Forms, o Subdivision in Hamilton County, Indiana, as Per plat thereof recorded in Plat Book 8, pages 1-3, n the Office of the Recorder of Hamilton County, Indiana. Also: A part of Lot 7 in Williams Creek Forms, a Subdivision in Hamilton County, int}iono, as per plot thereof recorded in Plot Book 8. Doges 1-3, n the Office of the Recorder of Hamilton County, Indiana. Beginning at the Northeast comer of said Lot 7; thence South 13 degrees 30 minutes 00 seconds East (assumed bearing) on the East line of said Lot 7, a distance of 270.21 feet to an angle point in suid Lot line; thence South 12 degrees 23 minutes 57 seconds West on said East Lot line 128.48 feet; thence North 05 degrees 13 minutes 24 seconds West 389.85 feet to the place of beginning. Surveyor's Report: 1) In accordance with the minimum standards for the competent practtce of land surveying in Indiana (Title 865 IAC 1-12) the following observations and opinions are submitted concerning the cause and amount of the various uncertainties in the locations of the lines and corners used or established in this survey as a result of: A-Avoilability and condition of referenced monuments: 1.) Monuments found in the centerline of Creekwood Lane used as the basis for this survey. The maximum uncertainty associated with the location of said monuments is t 1.2 feet. B-Occupotion or possession lines: 1.) The relationship between fences and deed lines as as shown herein. 2.) Adjoiner's Asphalt Drive extends as for as 1.4 ft. East of West property line. C -clarity or ambiguity of the record description used and /or adi'oiner's descriptions: 1.) No conflicts were discovered concerning descriptions. D -As defined by Title 865 IAC 1-12, this is a Class "C” sunny and has a theoretical uncertainty of plus or minus 0.50 feet in the described location of each corner due to random errors in m60surement• 2` rhe Buildings shown do not tie within that Special Flood Hazard Zone 'A' ab said buildings plot by scale on Community Panel Number 180081 0007 C of the Flood Insurance Rate Maps for Carmel, indiano, (map dated 5/19/81). Survey completed: December 16, 2002 Certified. December 18, 2002 Revised: January 2, 2003 Richard A. O'Brian, Registered Land Surveyor, Indiana #8800177 Job #0212131 All Rights Reserved under Copyright by Hahn Surveying Group, Inc. Sam Retracement Survey -- 12441 Creekwood Lane, Hamilton County, Indiana HA.HN SURVEYING GROUP, C. -0 S[1R'v ORS do ENGINEERS Falx: 846 =0 B. 1ih , $troeRt Indianapolis. 14 46240 « Pbanites fi846-- Client: Empire Title, LLC DVG. AY CK. BY. RA DAM, 10212131 Y v i ! 15orlptT $P / f �at t�I, v►�tNGr �' ,(r2 � �R ZPF>>✓1�ita.�la N A �+ �Ixb11 � 211 4 5 ) D ok P,%m h uR TR L L.SsiS _ _pj-( 5(1PPt, eR ( PRE - eNGtul,riem) -A t:wr%2►c41t -mimM PIN K A *Wr. S}'tGtP•ILAT►AK•t.'> ('W JF N,S) �tN DIVEAL�i��tAy4i�►•.►G Fc- 11 x SII I -A o.6. fgAww4ir 744 SEX -r- - MA1 N-rA i Ki 2'► nM N . 4I N SPAce M ��. L f�t,•u>�� u N�� r, ?"".C)L t Gi tJU KOC b4(.. dt, f_Q V,Ii- C.. 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I■II lilt gem -- �� Mo 11♦ rr� rlrrnrlrr �� - r- 0.9 5.0 Lu z Q W C)...� 11 N M PARTIAL EXISTING WEST ELEVATION 2/A1.1 1/4- 11 D O I I■r I Irumrl�.=r �r�rrrr�ll�wryr�- ,� ;� � 1 1■�i��LLL'1��1L,■�L■rl.� ' 11 'i li�iir�rrrr _ � III■I�II I ■ Ilr—ter rri r rf � III I I � Irl .. 1 ■� II��■rr1-■.rte rrr 1 ■ 1■ Ir irr— rw■l •ii-irl�r■I�rr.r iii■.�1 1� I I',! rl■n � � 11 •I � �rrlr rrlrl r ,rl I I 1. Ir • . . 11 © I■�Ir rr r.l r11•1 ' I 1 I r I ■ -rl � . I■II lilt gem -- �� Mo 11♦ PARTIAL EXISTING WEST ELEVATION 2/A1.1 1/4- 11 D O PARTIAL VIEW WEST ELEVATION wa« sEVnoN 4/A1.1 114' - I'-0' CUT BALD( ONEREHANG TC TO FACE OF EXISTING WALL REUM EXISTING WINDOW AND WALL_ FOR INStALLATION OF NEIN DOOR. PROVIDE NEW LINTEL AND HEADER TO SUPPORT WALL AND MASONRY AT WIDENED OPENING. -EXCAVATE FOR NEW ADDITION. 4/A1.1 W =1'-9' 10 ;� t� TASTING TABLE 12 � 1 A1.2 °rte° SITTING AREA M 4 6 1ST FLOOR PLAN KEY NOTES EXISTING MASONRY CHIMNEY TO REMAIN. (D EXTEND NEW WALL OVER SLOPING PORTION OF CHIMNEY. PROVIDE EXPANSION JOINT AT EXIST. WALL Nf�K-STANDING SEAM - ROOF -MA ING v SLOPED PORTION OF CHIMNEY. FLASH ROOF AT NEW WALL AND PROVIDE STEP FLASHING AT EXISTING WALL. EXTENT OF NEW ROOM. REFER TO FLOOR PLAN FOR ¢ MORE INFORMATION. (D RUBBER ROOF MEMBRANE OVER RECOVERY BOARD OVER PLYWOOD DECK. SLOPE FROM EXISTING WALLS TO NEW MANSARD. 16 EXISTING BRICK VENEER TO REMAIN, PROVIDE NEW FLASHING AT CONNECTION OF NEW ROOF TO EXISTING WALL SAWCUT MORTAR JOINT, INSERT FLASHING, AND RE -GROUT IN PLACE. $ WOOD SHAKE ROOF. REFER TO WALL SECTION FOR REMOVAL LOCATION AND RE -ROOFING FOR CONNECTION TO NEW RUBBER ROOF SECTION. GUTTER/D%WtSPOUT. MATCH EXISTING. 1 C REMOVE EXISTING WINDOW AND PORTION OF WALL FOR NEW WOOD DOOR AND FRAME. PROVIDE NEW HEADER AND LINTEL AS REQUIRED FOR - NEW-O"NG. COORDINATE -WITH -INTERIOR DESIGNER -ON DOOR SIZE AND CONFIGURATION. DOOR TO BE 3' X 7' ARCH TOP DOOR. 11 HVAC SYSTEM FOR WINE ROOM. SYSTEM TO BE DESIGNED TO PROVIDE CONSTANT TEMPERATURE AND HUMIDITY REQUIRED FOR PROPER STORAGE OF WINE. DUCTWORK TO BE RUN UNDER FLOOR SLAB, TYPICAL. WIRE BACK TO EXISTING PANEL_ 12 COORDINATE WITH INTERIOR DESIGNER ON CONFIGURATION AND 0 FINISH MATERIALS FOR INTERIOR OF ROOM. THIS LAYOUT FOR REFERENCE ONLY. COORDINATE SIZE OF ROOM WITH DOUBLE DEPTH WINE RACKS. 13 REMOVE EXISTING OVERHANG. SEE SECTION. 14 NEW SHAKE ROOF OVER ICE AND WATER SHETLD. INSTALL OVER PLYWOOD ROOF DECK AND WOOED TRUSSES. PROVIDE NECESSARY FLASHING A+ RIDGE, EAVE ANT) ADJACENT WALLS. MATCH EXISTING WOOD SHAKE 8001_ " vG. 1/Al ml_ 1/4' -1`-0' PLAN NORTH ROOF PLAN 6/A1.1 114' =1'-0' PLAN NORTH CARSON DEQ! ASSOClAI ca TEL � ! 7.843.5979 FAX 317.8435975 ! IS90 N. MERIDIAN SUITE 104 C.ARt1EL INDlAIIA 46032 TEL 512977.0520 FAX 512977.038¢ 4201 W, ERLANE SL1�TE-104 AUSTIN TEXAS 78727 STAMP W i ■� II��■rr1-■.rte rrr 1 ■ 1■ •ii-irl�r■I�rr.r iii■.�1 - � � rrrr■Ir■rr■IIr■ l gem -- �� Mo rr� rlrrnrlrr �� - r- 0.9 5.0 PARTIAL VIEW WEST ELEVATION wa« sEVnoN 4/A1.1 114' - I'-0' CUT BALD( ONEREHANG TC TO FACE OF EXISTING WALL REUM EXISTING WINDOW AND WALL_ FOR INStALLATION OF NEIN DOOR. PROVIDE NEW LINTEL AND HEADER TO SUPPORT WALL AND MASONRY AT WIDENED OPENING. -EXCAVATE FOR NEW ADDITION. 4/A1.1 W =1'-9' 10 ;� t� TASTING TABLE 12 � 1 A1.2 °rte° SITTING AREA M 4 6 1ST FLOOR PLAN KEY NOTES EXISTING MASONRY CHIMNEY TO REMAIN. (D EXTEND NEW WALL OVER SLOPING PORTION OF CHIMNEY. PROVIDE EXPANSION JOINT AT EXIST. WALL Nf�K-STANDING SEAM - ROOF -MA ING v SLOPED PORTION OF CHIMNEY. FLASH ROOF AT NEW WALL AND PROVIDE STEP FLASHING AT EXISTING WALL. EXTENT OF NEW ROOM. REFER TO FLOOR PLAN FOR ¢ MORE INFORMATION. (D RUBBER ROOF MEMBRANE OVER RECOVERY BOARD OVER PLYWOOD DECK. SLOPE FROM EXISTING WALLS TO NEW MANSARD. 16 EXISTING BRICK VENEER TO REMAIN, PROVIDE NEW FLASHING AT CONNECTION OF NEW ROOF TO EXISTING WALL SAWCUT MORTAR JOINT, INSERT FLASHING, AND RE -GROUT IN PLACE. $ WOOD SHAKE ROOF. REFER TO WALL SECTION FOR REMOVAL LOCATION AND RE -ROOFING FOR CONNECTION TO NEW RUBBER ROOF SECTION. GUTTER/D%WtSPOUT. MATCH EXISTING. 1 C REMOVE EXISTING WINDOW AND PORTION OF WALL FOR NEW WOOD DOOR AND FRAME. PROVIDE NEW HEADER AND LINTEL AS REQUIRED FOR - NEW-O"NG. COORDINATE -WITH -INTERIOR DESIGNER -ON DOOR SIZE AND CONFIGURATION. DOOR TO BE 3' X 7' ARCH TOP DOOR. 11 HVAC SYSTEM FOR WINE ROOM. SYSTEM TO BE DESIGNED TO PROVIDE CONSTANT TEMPERATURE AND HUMIDITY REQUIRED FOR PROPER STORAGE OF WINE. DUCTWORK TO BE RUN UNDER FLOOR SLAB, TYPICAL. WIRE BACK TO EXISTING PANEL_ 12 COORDINATE WITH INTERIOR DESIGNER ON CONFIGURATION AND 0 FINISH MATERIALS FOR INTERIOR OF ROOM. THIS LAYOUT FOR REFERENCE ONLY. COORDINATE SIZE OF ROOM WITH DOUBLE DEPTH WINE RACKS. 13 REMOVE EXISTING OVERHANG. SEE SECTION. 14 NEW SHAKE ROOF OVER ICE AND WATER SHETLD. INSTALL OVER PLYWOOD ROOF DECK AND WOOED TRUSSES. PROVIDE NECESSARY FLASHING A+ RIDGE, EAVE ANT) ADJACENT WALLS. MATCH EXISTING WOOD SHAKE 8001_ " vG. 1/Al ml_ 1/4' -1`-0' PLAN NORTH ROOF PLAN 6/A1.1 114' =1'-0' PLAN NORTH CARSON DEQ! ASSOClAI ca TEL � ! 7.843.5979 FAX 317.8435975 ! IS90 N. MERIDIAN SUITE 104 C.ARt1EL INDlAIIA 46032 TEL 512977.0520 FAX 512977.038¢ 4201 W, ERLANE SL1�TE-104 AUSTIN TEXAS 78727 STAMP W ui LLI Lu z Q W C)...� Z N M LJJ LTJ W DCca Q U U CID W CID ISSUE; 3/31/03 SQUARE FOOTAGE: DRAWING TITLE: E X I SMI N 0 FLOOR ---PLANS _. JOB NO. DATE: SHEET NUMBER: A1.1 bluffbilmAm REMOVE WOOD SHAKE ROOF AND EXTEND RIJBBER ROOF "o" � RMF ()VER ICE AND WATER S .. RUBBER ROOF OVER RECOVERY D --'�"'— � i m rVICTFW- HEET. BOARD OVER t OV PLYWOOD DECK /' ooc_nra nnmic ueTf`I-I FYmTiN(; WALL SECTION 1/A1.2 l yr = v -r CAROM Ai�iIOC1E'�i TK 317.543JM FAX 31775 i 1 S9C K t4Btnm SUITE 104 TB. 31LMAM FAX 5123+'7710354 4201 W. PANIM LME SURE 104 ALXM TEXOG 78M W-w.carsorMdo Is I om STAMP W ca W 0 fA W z WQ cc W Z c� mol _ M mml C/)J W Cep Q WS W 13= cr. Q U U COD CID W wo cma ISSUE: 3/31/03 SQUARE FOOTAGE: DRAWING TITLE: WAIL SECTIONS JOB NO. DATE: SKEET NUMBER: A1.2