Loading...
HomeMy WebLinkAboutSPP1T.C.= 769.98 AS BUILT O O Ln S T 0 E P P E L W E R T H ALWAYSON 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935 fax: 317.849.5942 E THE 100.00 a 72.8A6 15.5' 73.6A6 CONC. DRIVE% / \ss 25.0' N \ � � m SOD 201't o 0 75,. EX. MH #718 0 I �o 72.1 AB Z T.C.= /U.OU . O ND AS BUI O f A T.C.=a co m D AS BUILT 71.94 � THE 100.00 a 72.8A6 -- _T --- 1 \ \ss N \ � � m 1 I W o 0 I o0 0 I �o Z O ND O f A . 1800' co m D o I o COVERED � cl PATIO 75 4 o 18.00 22.67' 4-04 13.33' 74.9A6 .5' MODEL= SOUTHILL B ao F.F.ELEV.= 777.27 n T.O.W.= 776.07 00 BSMT.= 767.40 00 (LH) GARB 775.40 o 0' B.L. 3'SW 20 D U.&S.S E. j N PO 73.8AB 0 0 w 5' TREE EASEMENT 100.00 5'SW iJ• N — 00 73.54 N �PU�ASKI COURT 5'SW i SOD: SEEDING: SEED IN EASEMENT: CONC. DRIVEWAY: PRIVATE WALK: PUBLIC WALK: APRON: ADDITIONAL SOD: LOT 96 TO REAR EASEMENT RIDGE AT THE LEGACY SECTION FOUR INST. #2018007311 JOB ID RLEG4.96 CONTROL# 87019 CAL 6777 PULASKI COURT CARMEL, IN 46033 1 It = 30' LOT AREA: 15,600 Sq. Ft. M.F.F.E.= 775.30 FRONT M.L.A.G./M.F.P.G.= 774.80 REAR M.L.A.G./M.F.P.G.= 775.20 LEGEND: XX.X PROPOSED GRADE PER PLAN XX.XAB AS BUILT GRADE S.S.D. _ _ SUB -SURFACE DRAIN SANITARY SEWER STORM SEWER W WATER MAIN W 3/4" WATER CONNECTION 000< SWALE • SANITARY MANHOLE �J STORM MANHOLE ■ CURB INLET FIRE HYDRANT EMERGENCY FLOOD ROUTE EX. MH #719 D.&U.E DRAINAGE & UTILITY LC.= 774.68 EASEMENT ,AS BUILT D.U.&S.S.E. DRAINAGE,UTILITY & SANITARY SEWER EASEMENT B. L. BUILDING LINE M. F. F. E. MINIMUM FINISHED FLOOR ELEVATION M. L. A. G. MINIMUM LOWEST ADJACENT GRADE (FLOOD PROTECTION) T.O.W. TOP OF WALL 282 t Sq. Yd. 9,132 f Sq. Ft. 1,503 t Sq. Ft. 1,046 t Sq. Ft. 192 t Sq. Ft. 440 t Sq. Ft. 94 f Sq. Ft. 847± Sq. Yd. j,%unuunii SSOEPp�c''%, G\STERE l?i� N0. -� =_ :8 0040474 ` 2: _= STATE OF /il/DIANP �Z, A7dl- A�Qe� P.C. #5, SLIDE #803 ALL UNDERGROUND SEWERS AND UTILITIES NOTE: THIS DRAWING IS NOT INTENDED TO BE SHOWN ARE PLOTTED BY SCALE FROM REPRESENTED AS A RETRACEMENT OR ORIGINAL ZONING: PUD "RECORD DRAWINGS" FURNISHED BY ENGINEER. BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. 5' MINIMUM SIDE YARD 20' MINIMUM AGGREGATE �A BENCHMARK 20' MINIMUM REAR YARD TOP OF CASTING = 772.07 SIGNATURE DATE: SIGNATURE REPRESENTS CONIMRMATION OF RECEIPT OF PLOT PLAN BY CUSTOMER 04/09/19 CCH d.. I 14row xrha�'s Below. Call before you dig.