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MATCH UNE - SEE RIGHT <br />+9 <br />40' ROW <br />U' <br />3 <br />0 <br />z <br />0 <br />w <br />0 <br />oo <br />ID <br />oo <br />NO. I REVISIONS <br />O <br />O <br />O <br />(n N <br />+00-X <br />I <br />O <br />O <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />v <br />t O <br />-SSH+--SSA <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Conc. <br />I <br />I <br />I <br />I I <br />0 <br />m <br />I <br />OE OE <br />I <br />5' Dia. Base <br />R <br />O <br />M <br />Grass <br />OE OE OE <br />I <br />i7AEP EASEMENT <br />PER PROVIDED <br />DOCUMENT <br />OE OE e OE <br />Conc. <br />n <br />120.2' <br />OE OE OE <br />4475 v 4476 <br />c� <br />NI <br />r I 4626 <br />4621 <br />}. m <br />Asph. <br />� I N <br />I I N <br />I <br />0 Brush `2 <br />IL � <br />0 I <br />N Asph. O <br />I o - <br />N 1 Story Metal & <br />Block Building <br />o I � <br />f*1 N <br />Misc. Valve <br />I N <br />31+90 <br />I <br />U) <br />m NO OUTFACE P E I 4601 TRACT <br />ITS -Si ST BASNEY ENTERPRISES, INC., <br />52203 S.R. 933 4392 c <br />_ 50.4' ST. ID #71-03-24-103-001.000-003 <br />DOC. NO. 1505422 <br />U I <br />O O <br />M5' Dia. BaseO o <br />5' Dia. Ba ± V N <br />0 <br />Conc. <br />Con. <br />BM #1 <br />U) <br />c <br />m I 170.4' <br />0 <br />U <br />N <br />U I <br />U <br />0 4 80 o 4364 <br />m I U <br />-S --SS--SS--- -SS---S -- �S--T S---SS---SS---SS---SS---SS---SS---SS---SS---SS---SS---SS---SS---SS---SS---SS- - --SS --SS---SSA 0 <br />Asph. <br />m y� <br />v INDIANA & MICHIGAN I / <br />ELECTRIC CO. I 4494 <br />ST. ID #71-03-24- <br />151-007.000-003 I / <br />I I 4352 " Trash Area r <br />m I �- ST ST ST ST t0 e <br />o I �s 5' Fence <br />V) II T <br />\Sr 4556 <br />30+00 Asph. <br />0 5' Fence �1-31 <br />M <br />Grass <br />21+00 <br />K-x <br />O <br />M <br />Brush <br />r <br />+ t j MATCH YNFT 7 SEE LEFT <br />BY I DATE <br />.qM <br />01 <br />m <br />0 <br />M <br />5' Dia. Base <br />DETENTION BASIN <br />Aw <br />2810 Dexter Drive <br />Elkhart, IN 46514 <br />Phone: 574-266-1010 <br />Email: info@sam.biz <br />SANITARY SEWER STRUCTURE DATA: <br />U <br />C <br />a� <br />L� <br />LEGEND <br />REBAR FOUND <br />M(3)N <br />MAG NAIL FOUND <br />eM <br />BENCHMARK SET <br />E- <br />LIGHT POLE <br />❑0 <br />TRANSFORMER <br />$ <br />POWER POLE <br />C- <br />GUY WIRE ANCHOR <br />© <br />GAS METER <br />© <br />GAS VALVE <br />O <br />WELL LOCATION <br />® <br />CURB INLET <br />CI <br />CURB INLET <br />© <br />SANITARY MANHOLE <br />OW <br />WATER VALVE <br />® <br />UNKNOWN MANHOLE <br />DECIDUOUS TREE <br />ST <br />ST ST <br />STORM SEWER <br />ST(D) <br />ST(D) <br />STORM SEWER (SUE LEVEL D) <br />---SS---SS---SS- <br />SANITARY SEWER <br />W(B) <br />W(B) <br />WATER LINE (SUE LEVEL B) <br />CHAIN LINK FENCE <br />OE <br />OVERHEAD ELECTRIC <br />UE <br />UNDERGROUND ELECTRIC <br />TREE LINE <br />GENERAL INFORMATION <br />0 20' 40' <br />GRAPHIC SCALE <br />Asph. THE PURPOSE OF THIS SURVEY IS TO COLLECT DATA NEEDED FOR THE DESIGN OF A <br />WATERMAIN EXTENSION. THIS IS NOT A RETRACEMENT SURVEY. THE APPARENT <br />PROPERTY LINES SHOWN ARE BASED ON DEED RECORDS, PLATS, FOUND <br />MONUMENTATION, PRIOR SURVEYS, AND PHYSICAL EVIDENCE. <br />HORIZONTAL AND VERTICAL DATA IS BASED ON A SOLUTION DERIVED FROM GLOBAL <br />POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY INDOT CONTINUOUSLY <br />OPERATING REFERENCE STATIONS. THE COORDINATE SYSTEM IS US STATE PLANE <br />1983, NAD 1983 (CONUS), INDIANA EAST ZONE. GROUND ELEVATIONS ARE BASED <br />UPON SAID INDOT SOLUTION AND ARE ON THE 1988 NORTH AMERICAN VERTICAL <br />DATUM (NAVD88). THIS ORTHOMETRIC ELEVATION WAS DERIVED UTILIZING THE MOST <br />RECENT GEOID MODEL (GEOID18). <br />UTILITY NOTES <br />INDIANA 811 WAS NOT CONTACTED. OTHER BURIED UTILITIES MAY EXIST ON THIS SITE <br />THAT ARE NOT SHOWN. <br />ALL SEWER STRUCTURE DATA SHOWN IS BASED ON MEASUREMENTS TAKEN FROM THE <br />RIMS OR GRATES OF THE STRUCTURES. NO ATTEMPT WAS MADE TO ENTER ANY <br />STRUCTURES TO TAKE DIRECT MEASUREMENTS. <br />BENCHMARKS <br />BM #1 <br />GEAR SET IN EAST FACE AEP POWER POLE #J163-520, <br />ELEVATION 718.01 <br />n <br />BM #2 <br />GEAR SET IN EAST FACE AEP POWER POLE #J 1 63-1210. <br />ELEVATION 717.36 <br />SANITARY MANHOLE 3015 <br />SANITARY MANHOLE 4255 <br />RIM 717.40 <br />RIM 716.55 <br />INV 18" PVC N 707.10 <br />INV 18" PVC N 708.65 <br />INV 18" PVC S 707.10 <br />INV 18" PVC S 708.55 <br />INV 6" PVC E 707.00 <br />INV 12" CLAY(?) E 705.75 <br />SHELF 707.80 <br />SHELF 709.35 <br />4' DIA CONCRETE STRUCTURE <br />4' DIA CONCRETE STRUCTURE <br />SANITARY MANHOLE 4071 <br />SANITARY MANHOLE 4364 <br />RIM 717.04 <br />RIM 718.66 <br />INV 18" PVC N 708.04 <br />INV 12" PVC W 710.16 <br />INV 18" PVC S 708.04 <br />INV 12" PVC E 710.16 <br />SHELF 708.74 <br />SHELF 710.46 <br />4' DIA CONCRETE STRUCTURE <br />SANITARY MANHOLE 4580 <br />SANITARY MANHOLE 4247 <br />RIM 718.63 <br />RIM 716.20 <br />INV 12" PVC W 709.13 <br />INV 18" PVC N 709.20 <br />INV 12" PVC E 709.13 <br />INV 18" PVC S 709.20 <br />SHELF 709.53 <br />INV 4" PVC E 710.70 <br />4' DIA CONCRETE STRUCTURE <br />SHELF 710.20 <br />4' DIA CONCRETE STRUCTURE <br />SANITARY MANHOLE 4621 <br />RIM 719.31 <br />TOP OF SLUDGE 714.71 <br />BOTTOM 711.41 <br />4' DIA CONCRETE STRUCTURE <br />DRAWING FILE: 92688-DESIGN.DWG <br />CERTIFICATION DATE: 06/09/2025 <br />HORIZONTAL SCALE: 1 "=20' <br />VERTICAL SCALE: NONE <br />ENGINEER: Ben Stanley, P.E. <br />TECHNICIAN: SAL <br />LEE <br />m : No. 12200658 : -< <br />STATE OFLAJ <br />0'. <br />O N A 1.-��``��\ <br />STORM SEWER STRUCTURE DATA <br />CURB INLET 4352 <br />CURB INLET 4494 <br />RIM 717.71 <br />RIM 717.55 <br />INV 12" PVC W 714.91 <br />INV ?" ? W 714.55 <br />INV 6" PVC N 714.91 <br />INV 12" PVC E 714.75 <br />BOTTOM 714.91 <br />INV ?" ? NE 714.45 <br />BOTTOM 714.35 <br />STORM INLET 4392 <br />4' DIA CONCRETE STRUCTURE <br />RIM 717.68 <br />UNABLE TO OPEN <br />STORM INLET 4556 <br />RIM 716.58 <br />STORM INLET 4475 <br />M INLET <br />INV 12" PVC NW 711.38 <br />RIM <br />INV 18" PVC S 710.98 <br />INV 12" PVC S 715.53 <br />BOTTOM 709.08 <br />BOTTOM 715.43 <br />UNABLE TO DETERMINE STR SIZE <br />2' DIA CONCRETE STRUCTURE <br />STORM INLET 4601 <br />STORM INLET 4476 <br />RIM 718.41 <br />RIM 718.80 <br />INV 12" PVC N 715.21 <br />INV 12" PVC SE 716.50 <br />INV ?" ? W 715.11 <br />BOTTOM 716.3 <br />INV 12" PVC (CAPPED) S 715.21 f <br />2' DIA CONCRETE STRUCTURE <br />BOTTOM 715.01 <br />3' DIA CONCRETE STRUCTURE <br />STORM INLET 4626 <br />RIM 718.17 <br />INV 12" PVC S 715.07 <br />BOTTOM 714.97 <br />2' DIA CONCRETE STRUCTURE <br />EXISTING CONDITIONS PLAN <br />BASNEY ENTERPRISES, 52203 S.R. 933, <br />PT. NW 1 /4, SEC. 24, T38N, R2E, <br />CLAY TWP., ST. JOSEPH CO., INDIANA <br />JOB NUMBER: 1024092688 <br />SHEET 2 <br />OF 5 <br />