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MH <br />MW <br />HY DT <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE OEOEOE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />OE <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FO <br />FOOEOEOE OEOEOEOEOEOEOEOEOEBM 0185-2018-3 <br />LA <br />W <br />N <br />LA <br />W <br />N <br />AS <br />P <br />H <br />A <br />L <br />T <br />PA <br />V <br />E <br />M <br />E <br />N <br />T LAWNCO <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />W <br />A <br />L <br />K <br />CO <br />N <br />C <br />. <br /> <br />W <br />A <br />L <br />K ASPHALT PAVEMENTBM 0185-2018-1 <br />BM 0185-2018-2 <br />6' B <br />O <br />A <br />R <br />D <br /> <br />F <br />E <br />N <br />C <br />E <br />4' C <br />H <br />A <br />I <br />N <br /> <br />L <br />I <br />N <br />K <br /> <br />F <br />E <br />N <br />C <br />E6' BOARD FENCELA <br />W <br />N LAWNCONC <br />PLUG <br />CONC <br />PLUG <br />LOT 5 <br />LOT 6 <br />LOT 18 LOT 14 <br />LOT 15 <br />LOT 17 <br />LOT 16 <br />LIN <br />C <br />O <br />L <br />N <br />W <br />A <br />Y <br /> <br />W <br />E <br />S <br />T <br /> <br />1 <br />0 <br />0 <br />' <br /> <br />R <br />/ <br />W <br />14' <br />A <br />L <br />L <br />E <br />Y14' ALLEY49. <br />8 <br />4 <br />' <br /> <br />P <br />L <br />A <br />T <br />51. <br />3 <br />' <br /> <br />P <br />L <br />A <br />T <br />49. <br />8 <br />4 <br />' <br /> <br />P <br />L <br />A <br />T <br />51. <br />3 <br />' <br /> <br />P <br />L <br />A <br />T40' PLAT40' PLAT40' PLAT40' PLAT40' PLAT40' PLAT160' PLATKALEY STREET60' R/WECLIPSE PLACE 60' R/WVA <br />C <br />A <br />T <br />E <br />D <br /> <br />1 <br />4 <br />' <br /> <br />A <br />L <br />L <br />E <br />Y <br />S67 <br />° <br />4 <br />8 <br />' <br />3 <br />1 <br />" <br />E <br /> <br /> <br /> <br />2 <br />0 <br />1 <br />. <br />0 <br />1 <br />' <br />S67 <br />° <br />4 <br />8 <br />' <br />3 <br />1 <br />" <br />E <br /> <br /> <br /> <br />1 <br />5 <br />7 <br />. <br />5 <br />0 <br />' <br />S67 <br />° <br />4 <br />8 <br />' <br />3 <br />1 <br />" <br />E <br /> <br /> <br /> <br />4 <br />3 <br />. <br />4 <br />3 <br />'S0°26'45"E 168.30'S0°28'17"E <br />7.59' <br />S0°28'17"E <br />15.17'S0°28'17"E 101.05'S0°28'17"E 119.91'S0°26'45"E 160.72'S0°26'45"E 103.92'S0°26'45"E <br />15.17' <br />S67 <br />° <br />4 <br />8 <br />' <br />3 <br />1 <br />" <br />E <br /> <br /> <br /> <br />1 <br />0 <br />0 <br />. <br />9 <br />8 <br />' <br />S67 <br />° <br />4 <br />8 <br />' <br />3 <br />1 <br />" <br />E <br /> <br /> <br /> <br />1 <br />0 <br />0 <br />. <br />9 <br />8 <br />' <br />MH <br />3145 <br />8" COMB.8" COMB.12" COMB.15" COMB.15 <br />16 <br />17 <br />18 <br />19 <br />31 <br />33 <br />34 <br />35 <br />INSTRUMENT NUMBER 1017593 <br />INSTRUMENT <br />NUMBER <br />0450487 <br />OC <br />OCCONC <br />W W <br />15" <br />C <br />O <br />M <br />B <br />. <br /> <br />S <br />E <br />W <br />E <br />R <br />Lateral Stub <br />Lateral Stub <br />Lateral Stub <br />Lateral Stub S0°28'17"E160.75'722721722721OC <br />DO <br />O <br />R <br />SITE BENCHMARKS: <br />BM 0185-2018-1 <br />GEAR SET IN THE NORTH FACE OF POWER POLE (NO NUMBER) LOCATED <br />IN THE NORTHWEST CORNER OF LINCOLNWAY WEST AND KALEY STREET. <br />ELEVATION 720.94 <br />BM 0185-2018-2 <br />GEAR SET IN THE EAST FACE OF A POWER POLE LOCATED ON THE WEST <br />SIDE OF KALEY STREET 160'± NORTH OF LINCOLNWAY WEST. <br />ELEVATION 721.84 <br />BM 0185-2018-3 <br />GEAR SET IN THE SOUTH FACE OF A POWER POLE LOCATED ON THE <br />NORTH SIDE OF LINCOLNWAY WEST 170'± WEST OF KALEY STREET. <br />ELEVATION 721.54 <br />SEWER STRUCTURE DATA <br />SANITARY SEWER MANHOLE 3145 <br />RIM 721.12 <br />INV 12" N 710.80 <br />INV 8" E 714.42 <br />INV 15" S 711.02 <br />INV 8" W 714.52 <br />BENCH 711.04 <br />4' DIA BRICK STRUCTURE <br />DRAINAGE INLET 3237 <br />GRATE 719.57 <br />INV VERTICAL 6" PVC NE 715.47 <br />2' DIA DROP STRUCTURE <br />SANITARY SEWER MANHOLE 3289 <br />RIM 719.40 <br />BOTTOM 714.20 <br />6' X 9' CONC COMMUNICATION VAULT <br />DRAINAGE INLET 3346 <br />GRATE 720.00 <br />INV 10" CONC SE 716.25 <br />BOTTOM 716.35 <br />2' X 3' CONCRETE STRUCTURE <br />Land Description Instrument Number 1721043 <br />Lots Numbered One (1) thru Four (4) as shown on the recorded Plat of Lincoln Terrace <br />Addition to the City of South Bend, recorded in Plat Book 11, page 122 and corrected <br />by Plat Book 13, page 82, together with the Southern 1/2 of the vacated alley lying <br />North of and adjacent to said Lot Numbered Four (4), recorded in Miscellaneous <br />Record 31, page 362 all in the Office of the Recorder of Saint Joseph County, Indiana. <br />HIMMAT SINGH LLC, CONVENIENCE STORE AND FUEL PUMPS, <br />2701 LINCOLNWAY WEST, LOTS 1-4 LINCOLN TERRACE ADDITION, PT. NW 1 <br />4, SEC. 3, <br />T37N, R2E, CITY OF SOUTH BEND, PORTAGE TWP., ST. JOSEPH CO., INDIANA <br />PROPOSED SITE PLAN <br />E <br />S <br />W GRAPHIC SCALE <br />0 <br />( IN FEET ) <br />1 inch = ft. <br />20 10 4020 80 <br />20 <br />MONUMENT SYMBOLS <br />IRON PIPE FOUND <br />IRON PIPE SET <br />MAG NAIL SET <br />UTILITY SYMBOLS <br />UTILITY POLE <br />GUY ANCHOR <br />LIGHT POLE <br />ELECTRIC METER <br />MANHOLE <br />TELEPHONE MANHOLE <br />INLET (ROUND CASTING) <br />INLET (SQUARE CASTING) <br />FIRE HYDRANT <br />WATER VALVE <br />EM <br />MH <br />T <br />HY DOTHER SYMBOLS <br />MONITORING WELL <br />SIGN <br />BOLLARD <br />MW <br />LINETYPES <br />OVERHEAD ELECTRIC LINE <br />FENCE <br />EXISTING CONTOUR <br />E <br />780 <br />UTILITIES MARKED BY OTHERS <br />BURIED FIBER OPTIC LINE <br />WATER LINE <br />FO <br />W <br />MONUMENT DESCRIPTIONS <br />15 3/4" IRON PIPE FOUND 2" DEEP <br />16 3/4" PINCHED IRON PIPE FOUND 2" <br />DEEP <br />17 3/4" PINCHED IRON PIPE FOUND 3" <br />DEEP 0.3' S & 0.4' W OF CORNER <br />18 3/4" PINCHED IRON PIPE FOUND 3" <br />DEEP <br />19 3/4" PINCHED IRON PIPE FOUND 3" <br />DEEP <br />20 3/4" PINCHED IRON PIPE FOUND 5" <br />DEEP <br />24 3/4" IRON PIPE FOUND 4" DEEP 0.1' S OF <br />CORNER <br />25 3/4" IRON PIPE FOUND 4" DEEP <br />31 MAG NAIL SET FLUSH <br />33 3/4" IRON PIPE WITH CAP "MBW 13" SET <br />FLUSH <br />34 3/4" IRON PIPE WITH CAP "MBW 13" SET <br />FLUSH <br />35 3/4" IRON PIPE WITH CAP "MBW 13" SET <br />FLUSH <br />15' <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br /> <br />S <br />E <br />T <br />B <br />A <br />C <br />K <br /> <br />L <br />I <br />N <br />E 15' BUILDINGSETBACK LINE15' BUILDINGSETBACK LINE15' <br />B <br />U <br />I <br />L <br />D <br />I <br />N <br />G <br />SE <br />T <br />B <br />A <br />C <br />K <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br />CO <br />N <br />V <br />E <br />N <br />I <br />E <br />N <br />C <br />E <br /> <br />S <br />T <br />O <br />R <br />E <br />40 <br />F <br />T <br />. <br /> <br />X <br /> <br />8 <br />0 <br /> <br />F <br />T <br />. <br /> <br />3 <br />, <br />2 <br />0 <br />0 <br /> <br />S <br />. <br />F <br />. <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br />CA <br />N <br />O <br />P <br />Y <br />2,4 <br />9 <br />6 <br /> <br />S <br />. <br />F <br />. <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />P <br />A <br />V <br />E <br />M <br />E <br />N <br />T <br />13, <br />0 <br />0 <br />0 <br /> <br />S <br />. <br />F <br />. <br />SITE PLAN NOTES: <br />1.PROPERTY ZONING: <br />1.1.EXISTING ZONING: U-1 URBAN NEIGHBORHOOD <br />1.2.PROPOSED ZONING: C COMMERCIAL <br />2.ALL SOILS ARE UfhB: URBAN LAND-COLOMA COMPLEX, 2-5 PERCENT SLOPES. <br />2.1.DEPTH TO WATER TABLE: MORE THAN 80 INCHES (6.7 FEET) <br />2.2.ABILITY OF SOIL TO TRANSMIT WATER: 2.0-20.0 INCHES PER HOUR. <br />2.3.HYDROLOGIC SOIL GROUP: A <br />3.PROPOSED NUMBER OF EMPLOYEES ON LARGEST SHIFT: 5 <br />4.EROSION CONTROL NOTES: <br />4.1.ALL DISTURBED AREAS EXCEPT DRAINAGE COLLECTION BASIN SHALL BE RESTORED WITH TOPSOIL, GRASS <br />SEED AND MULCH AT THE END OF GRADING ACITIVITY. DRAINAGE COLLECTION BASIN SHALL BE RESTORED <br />WITH GRASS SEED AND MULCH. NO TOPSOIL TO BE PLACED IN DRAINAGE COLLECTION BASIN. <br />4.2.ALL SEDIMENT SHALL REMAIN ON SITE. ANY SEDIMENT TRACKED OFFSITE SHALL BE REMOVED WITHIN 24 <br />HOURS. <br />4.3.EXISTING DRAINAGE INLETS ON PUBLIC ROADS SHALL BE PROTECTED WITH STRAW MATS ATTACHED TO <br />DRAINAGE GRATE TO ENSURE NO SEDIMENT ENTERS CITY DRAINAGE PIPE SYSTEM. <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />P <br />V <br />M <br />T <br />OV <br />E <br />R <br /> <br />F <br />U <br />E <br />L <br /> <br />T <br />A <br />N <br />K <br />S <br />PAVEMENT IN RIGHT <br />OF WAY 774 S.F. <br />PAVEMENT IN <br />RIGHT OF WAY <br />APPROX. 640 S.F. <br />PRO <br />P <br />O <br />S <br />E <br />D <br />SI <br />G <br />N <br />RELOCATE EXISTING SIGN <br />NEW CONCRETE <br />SIDEWALK <br />NEW CONCRETE SIDEWALK <br />NEW 5 FT. WIDE <br />CONCRETE SIDEWALK <br />NEW 5 FT. WIDE <br />CONCRETE <br />SIDEWALK <br />LIN <br />C <br />O <br />L <br />N <br />W <br />A <br />Y <br /> <br />W <br />E <br />S <br />T <br />BENDIX DRIVEKALEY STREETN OLIVE STREETLOCATION MAP <br />E <br />S <br />W <br />74.66'APPROX. AREA OF <br />PAVEMENT AND CURB <br />REMOVAL AND <br />REPLACEMENT FOR WATER <br />SERVICE CONNECTION. <br />PAVEMENT REMOVAL AND <br />REPLACEMENT MUST <br />INCLUDE ENTIRE <br />PAVEMENT TO STREET <br />CENTERLINE. <br />NEW CONCRETE CURB, 53 FT. <br />NEW CONCRETE <br />CURB APPROX. 30 L.F. <br />30' <br />PROP. DRIVEWAY <br />PAVEMENT TO <br />MATCH EXISTING <br />ROAD PAVEMENT <br />PROP. DRIVEWAY PAVEMENT TO <br />MATCH EXISTING ROAD PAVEMENT <br />DRAWING NO. <br />JOB NUMBER:SHEET OF <br />DATE OF CERTIFICATION: <br />SCALE: HORIZONTAL VERTICAL <br />CAD FILE: <br />C <br />info@sam.biz <br />(574) 266-1010 <br />Fax: (574) 262-3040 <br />3220 Southview Drive <br />Elkhart, Indiana 46514 <br />www.sam.biz <br />REVISION: <br />REVISION: <br />REVISION: <br />REVISION: <br />REVISION: <br />REVISION:DRAWN BY:Thursday, October 07, 2021 11:22 AMPrinted:Z:\2021\0320-2021\Dwg\0320-2021 DESIGN.dwgFile Name:Last Saved:Thursday, October 07, 2021 10:57 AMPreliminary Drawing - Not for Construction <br />0320-2021 DESIGN.dwg <br />ENGINEER: <br />2021 Surveying & Mapping, LLC <br />1"=20'NONE <br />62773 320-21 A-46019AKM <br />Debra S. Hughes, PE <br />10/07/2021 <br />1 132.98'29.48'R1 <br />5 <br />. <br />0 <br />0 <br />' <br />5.0 <br />0 <br />' <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br /> <br />5 <br />' <br /> <br />S <br />I <br />D <br />E <br />W <br />A <br />L <br />K <br />104 <br />. <br />0 <br />0 <br />'24.00'80. <br />0 <br />0 <br />'40.00'5.0 <br />0 <br />'3'68.56'12.00'24.00'48. <br />8 <br />8 <br />'5'R14.08'R1 <br />6 <br />. <br />4 <br />8 <br />'R14 <br />.74 <br />'R12.43'44. <br />7 <br />9 <br />'8.69'30. <br />1 <br />3 <br />'29.27'19.00'47. <br />3 <br />9 <br />' <br />5 S <br />P <br />A <br />C <br />E <br />S <br />20'9' <br />8' <br />5' <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br />2,4 <br />9 <br />6 <br /> <br />S <br />. <br />F <br />. <br />25' <br />25' <br />25' <br />8.5 <br />0 <br />' <br />8.5 <br />0 <br />'24.00'6'3' <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />6 <br />" <br /> <br />C <br />U <br />R <br />B10'12'20'PROPOSED CONC. <br />DUMPSTER PAD WITH FENCE <br />360 S.F.15.00'15.00'36.04' <br />12'16.84' <br />PROPOSED <br />CONCRETE <br />PROPOSED <br />BIKE RACK <br />8'10'2' <br />15.00'10.00'10.00'15.00'15.00'15.00' <br />15.00'15.00'10.00' <br />5'40.00'80. <br />0 <br />0 <br />' <br />51.43' <br />PROPOSED <br />DRAINAGE <br />BASIN <br />LAN <br />D <br />S <br />C <br />A <br />P <br />E <br />LAN <br />D <br />S <br />C <br />A <br />P <br />E <br />PROP. 6" CURB27.34'27.34'R <br />2 <br />. <br />0 <br />0 <br />'