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IF BUILDER IS UNABLE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM PROPOSED STRUCTURE, THE ENGINEER SHALL BE CONTACTED. BUILDER IS NOT TO DEVIATE FROM GRADES SHOWN ON THIS PLAN WITHOUT THE CONSENT OF BOTH THE ENGINEER AND BRENWICK. NOTE: THE FINISHED FLOOR ELEVATIONS AND PAD GRADES DEPICTED ON THIS PLOT PLAN IS OPEN FOR REVIEW BY BRENWICK DEVELOPMENT. THE BUILDER IS CAUTIONED THAT SAID INFORMATION IS SUBJECT TO CHANGE. * DENOTES LOCATION PER CONSTRUCTION PLAN DRAWINGS. CONFIRM BEFORE CONSTRUCTION OF 6" SANITARY LATERAL AND WATER SERVICE LINE. NOTE: CONCRETE APRON TO MATCH EXISTING ALLEY EDGE OF PAVEMENT ELEVATION ALL MUD IN STREETS FROM TRUCKS LEAVING LOT TO BE CLEANED AT THE END OF EACH DAY. STRAW BALES AND SILT FENCE TO BE USED WHERE NEEDED TO KEEP MUD OFF OF STREETS AND OUT OF STORM SEWERS. AREA OF WATER TAP TO BE BACKFILLED WITH GRANULAR MATERIAL TO WITHIN 10" OF TOP OF CURB. AREA OF WATER TAP TO BE RESTORED TO ITS' ORIGINAL CONDITION PRIOR TO CONSTRUCTION. ALL SERVICE LATERAL CROSSINGS AT CURB ARE STAMPED SA= SANITARY SEWER SS= SUBSURFACE DRAIN W= WATER LOCATION OF UTILITIES ON PLOT PLAN ARE GENERAL LOCATIONS PER PLAN AND SHOULD BE VERFIED IN THE FIELD. GRANULAR BACKFILL SUGGESTED UNDER DRIVEWAY AT SANITARY SEWER LATERAL TRENCH, WATER LINE TRENCH AND ANY OTHER EXCAVATED AREAS. (IF SITUATION OCCURS) NOTE: (SECONDARY AREAS — WESTCLAY) MAX. HEIGHT: 35' ON LOTS 100' AND LARGER (TO EVE LINE) 30' ON LESS THAN 100' MAX. COVERAGE: 50% NOTE: (PRIMARY AREAS — WESTCLAY) MAX. HEIGHT: 30' BUILD—UP LINE: 2 STORIES MAX. COVERAGE: 50% NOTE: PAD ELEVATION SHOWN IS PER PLANS AND IS NOT THE AS—BUILT ELEVATION. NOTE: THE INFORMATION FOR THE ELEVATION DIFFERENCE BETWEEN THE PRIMARY FINISHED FLOOR ELEVATION TO THE TOP OF BASEMENT WALL AND TO THE BASEMENT FINISHED FLOOR WAS PROVIDED BY THE BUILDER. 9 BENCHMARK LAND SERVICES, INC. Land Surveying • Civil Engineering • Geotechnical Engineering • Environmental Engineering 9855 Crosspoint Blvd., Suite 110, Indianapolis, IN 46256 Phone (317) 841-1506 Fax (317) 841-1507 Sanitary sewer lateral locations are approximate, and are to be field verified by the contractor. Sanitary sewer manholes & cleanouts shall not be within one foot horizontal distance of pavement or concrete including driveways & sidewalks. Driveways within subdivision shall be constructed of concrete or asphalt material. MINIMUM SETBACKS Min. Side = 8% lot width at B.L. (3.7') Min. Rear = 20 Feet A9g. = 18% lot width at B.L. (8.3') NOTE: BUILDER TO ENSURE POSITIVE FLOW AWAY FROM STRUCTURE. NOTE: SUMP TO BE PLACED BY BUILDER AS NEEDED. Sanitary TC=893.5 Per Plan Sanitary Str. $ TC=893.80 Per Plan 35.5 PROPOSED GRADE PER PLAN GROUND WATER FLOW .� SANITARY SEWER UNE m m STORM SEWER UNE .� .MWATER UNE --------------------- EASEMENT UNE — — — — BUILDING SETBACK UNE LOT# 759 8,231 S. F. N Property Description: Lot Number 759 in Village of Westclay, Section 5006—A, an Addition in Hamilton County, Indiana, as per plat thereof recorded as Instrument Number 200100054092 found in the Office of the Recorder of Hamilton County, Indiana. PLOT PLAN Prepared For: Hines and Company House Type: Custom Scale: 1"=30' Drawn by. DJR Residence Date: June 14, 2004 evised: 12443 Branford Street Drawing No. 6-1969 240 LB. FIBERGLASS SHINGLE 15 LB. FELT PAPER 1 X 6 RSC GUTTER BOARD 3/8" RS FIR SOFFIT BOARD 1 X 2 RSC SCRIBE DIRT MOULD GRADE AWAY 1 X 6 RSC FREEZE BOARD R-4.34 = 5/8" TUFF -R INSULATION SHEATHING 1 X 8 HORIZONTAL LAP SIDING WOOD DRIP CAP 1 X 8 RSC BAND BOARD 1/2" TUFF -R INSULATION BOARD 3/8" RSF SOFFIT BOARD 1 X 2 RSC SCIBE MOULD 1 X 6 RSC BRIICK BOX BRICK SOLDIER- COURSE JR -.951- 3/4" AIR SPACE JR-.441=BRICK VENEER 8 X 8 X 16 CONCRETE I" BLOCK BACKFILL DIRT & GRADE AWAY FROM HOUSE TYPICAL SECTION 5/8" OSB ROOF SHEATHING 2 X 8 SPF ROOF RAFTER - 16" O.C. 12" BLOWN -IN ROCK WOOL = R-40 2 X 6 CEILING JOIST - 16" O.C. 1/2" GYPSUM DRYWALL 3/4" T & G PLYWOOD 2 X 10 FLOOR JOIST - 16" O.C. 1/2" GYPSUM DRYWALL 2 X 4 DOUBLE TOP PLATES 2 X 4 STUD - 16" O.C. VISQUEEN VAPOR BARRIER = R-.68 3-1/2" FIBERGLASS BATTS' = R-13 1/2" GYPSUM DRYWALL --IR-,.4_51 -2 X 4 SPF BOTTOM PLATE 3/4" T & G PLYWOOD 2X10 FLOOR JOIST -16"O.C. 5/8" ANCHOR BOLT 2 X 4 TREATED PLATE FIBERGLASS CRAWL PERIMETER INSULATION 8" X 8" X 16" CONCRETE BLOCK PEA GRAVEL 8" X 16" CONCRETE FOOTERS FYPON C F---] r 2 - R"EArR, MEW _ =rte Zz 4" ' eved on ardi Ian siding _ ,.........t- . _ . o o ......., ®NMIo ©____ _ R"EArR, MEW _7 1 TI - I-- --T-ZT I _ T__�C S I L Z - _ - - - - _-_ ~- - - T-- r -7. L fir -7T 1 -I 1 ]-T ? L L - - - -- I --� 1-I- T T �- T 1 1 - - - -- LJ T t I > S= _ 1 lZ - L=-az =, L S�T�� �� r- s�T� 1, .f 1 T_7- �r r- �Tr -T T :.I _7- S J S-SS_r I T 1- -LH[ [F] - -� - L- V LJ E -E -f -II W FE - -- -- __ - - _ -- T Ll L LJ ---- —--- -- — - DD o o o ��Q� �1 [ 3 ADD D�S fl LLC, -. 15 EAST 107TH STREET (317)846-9992 DEMONED BY: DATE: SCALE: --- - _ --aZ=T DAM R. KLAlN 00-20-2004 194' e 1 FOOT r. - 1 - - CUSTOMER: fel es and Carolina Gilson Glc sUanc�a - - f - Lot 759 The Nonage of Wsstaay -, - *-T- Carmel, onduana 46032 THESE PLANS ARE THE EXCLUSIVE [SIGHT OF D.B. KLAIN BUILDERS, LLC. 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