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Home My WebLink About07100114 Site PlanF -d SCHNEIDER ENGINEERING L CORPORATION NOTE: THIS DRAWMO IS BASED ON CMSTRUCIOH RMS OR RECORD ORAWDUS AMO a NOT BASED UPON A FO SURVEY. SCHNEIDER EMM03U c CORP. ODES NOT WARRANT ME ACCURACY OR 9JIMI NCV OF THIS INFORMATION. THE CONTRACTOR SHOULD VERIFY EOSTNG CONDITIONS PRIOR TO ANY CONSTRUaTON. ANY DISORE MV FOUND UPON THIS DRAWING SHOULD BE REPORTED TO SCH NEIDER EMCD41RHO CORP. a1MEDIAT¢YI FAILURE TO DO SO W U. RESULT IN THE CONTRACTORS ASSUMPTION OF UA=Ty. TC -769.Ot PER PLAN STM. SEWER 3020 North Post Road Engineering Indianapolis, Indiana surveying 46228-0088 GIS • LIS 317-898-8282 Geology 317-B99-8010 FAX 317-895-2803 RESIDENTIAL SURVEYING FAX NOTE THE BASEMENT 1]EVA10H DEPICTED NEAEOM HAS BEEN DETERMINED AND BASED UPON ME PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRICTION PLANS FDA THE SUBDIVISION. UNLESS STATES, No INFORMATION ABOUT FLUCTUATING WATER TABLES, SCIL CONDITIONS OR SOIL TYRES WTIMN ME BUDDING AREA HAS BEEN PROVIDED OR STATED ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT FINISHED FUDOR MEVAT04S BE AT LEAST (1) FOOT ABOVE ME NORMAL POOL ELEVATION OF AMY ADJONIND BODIES OF WATER UNLESS A STUDY OF FACTS REVEALS OMERMSE LOT # 4 NOTE: GARAGE F.F.E. IS 16,883± SF PROPOSED TO BE 1.5' ABOVE 99.73' CURB AT DRIVEWAY T.B.M.. 26=41 EN SETT BUFFER -- di D k UE ?- 92.3' I I ? I ? I \ ?i I / OF) I I 6 I ? ® ® t- t , ?.. la.sa >? 21.50, SUFFOLK 07 778 .07 8 IS.a' TLVNr FTE - ? 868.07 Y © / e swAMRP u 1Wa CAR 0 OAR. FIFE - aatle.oo'? 877.03 17.1' S til ® /W a x2-60' 22 BL_ ----? .?_'?15'D&UE? * 2 29.41 '0.64' 001PROPOSED GRADE SQUARE FOOTAGE: 14.0' PUBLIC WALK - 352 t SF all PRIVATE WALK- 172 t SF 25.D^ I CONC. DRIVEWAY - 1,016 f SF SOD -1,540 t SQ YARDS SOD FULL YARD 12' DRIVE W III PLAN'n u 1 675.54 SAN SEB? SHOEMAKER DRIVE PER PLAN TM. - 875.0±! 0' ?? SEWER W W IN WWATER UNE PLOT PLAN--LOT ##--4 SPRING FARMS SECTION ## 1 INSTR. ## 94 35567 P. C. ## 1 SLIDE ## 451 416 SHOEMAKER DRIVE TC - 876.41 3.0' PER PLAN ® FLOOD HAZARD STATEMENT ?- ROLL CURB CERTIFICATION Z 0 4:1 SLOPE .1 4.t SLOPE' TYPICAL SWALE SECTION REVISED REAR WALL OF HOUSE 01/02/97 BSC FLOOD HAZARD STATEMENT REVISED REAR WALL OF HOUSE REV MOVED HSE The occuracy of any flood hazard dato shown on this plot plan 01/09/97 RGE 12/31/96 RGE Is subject to map eccie uncertainty and to any other uncertainty in location or elevation on the referenced flood insurance rote map. HOMES BY JOHN MCKENZIE ALL of the within described land DOES NOT UE within that special flood hazard zone A as said land plots by scale on communlt)-panel 9 180081 OD02C JOB 96-2543-14 of the flood Insurance role maps for CARMEL, INDIANA (mope dated MAY 19. 1981). 12/2 /96 EAC 0 ASSUMED NORTH SCALE 1" = 30' * APPROXIMATE LOCATION CONFIRM BEFORE CONSTRUCTION 6" SAN. LAT. AND WATER SERVICE LINE.