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A <br />LEGEND <br />IL <br />\ <br />38.22E EX FL <br />W <br />38.43E EX FL, <br />38.65t EX FL <br />39.00f 1EX <br />\ <br />39.O51 EX FL <br />1W <br />L <br />z <br />0 <br />t <br />4-171 <br />c0 <br /><V <br />0 <br />0 <br />z <br />szn <br />f F.='-ter- t` • - -�. <br />5337 <br />3'1 <br />LOT 10 <br />(N89'43'15"E <br />— Pc <br />0.4 <br />tcl <br />150.43' R) <br />po <br />Po <br />Po <br />Dp <br />po <br />Po <br />po <br />• n IL) 1111in. I:. .imilm..r•••.�•••• ..iu . 11.?i ii i:niurrii 6101 <br />34.45..tEX <br />c0 <br />O <br />0 <br />x <br />7cl <br />LOT 7 <br />h <br />kca <br />tr:h <br />(n <br />S <br />P <br />U7 <br />X i, <br />34. /Of EX <br />\0 <br />o <br />3482.t EX <br />to <br />-13 <br />34. 6f=4 EX <br />-0 <br />C <br />34. 4C..t r A' <br />/ <br />caf <br />/ <br />1 /5 G?1 <br />.h <br />v: <br />n <br />/ N <br />G <br />0 <br />to <br />5533' <br />0 <br />Pul <br />( <br />\*1 <br />LOT 3 <br />\ <br />2.\_/4.4 <br />LOT 4 <br />LOT 5 <br />Scale: 1" = 10' <br />0 5 10 20 <br />Pu <br />Po <br />G <br />SS <br />W <br />ST <br />5335 EXISTING CONTOUR <br />• <br />X <br />Pu <br />Po <br />G G <br />0 SS <br />W W <br />(R) <br />(M) <br />25 <br />ST <br />SET #5 REBAR WITH 1" RED PLASTIC CAP <br />STAMPED SCOTT COX ASC PLS 24302 <br />(P&C) (UNLESS NOTED) <br />SET NAIL AND 3/4" BRASS TAG <br />STAMPED PLS 24302 (NAIL&TAG) AS NOTED <br />FOUND MONUMENT AS NOTED <br />EXISTING BOLLARD <br />EXISTING ELECTRIC METER <br />EXISTING WATER VALVE <br />EXISTING CLEAN OUT <br />EXISTING GAS METER <br />EXISTING WATER METER <br />CONTROL POINT <br />EXISTING POWER POLE <br />EXISTING LIGHT POLE <br />EXISTING FIRE HYDRANT <br />EXISTING SPIGOT <br />EXISTING FENCE <br />EXISTING UNDERGROUND POWER LINE <br />EXISTING OVERHEAD POWER LINE <br />EXISTING GAS LINE <br />EXISTING SANITARY SEWER W/MANHOLE <br />EXISTING WATER W/FIRE HYDRANT <br />EXISTING STORM SEWER W/MANHOLE <br />RECORD COURSE <br />MEASURED COURSE PER THIS SURVEY <br />PROPOSED CONTOUR <br />ADD 5300 TO ALL CONTOURS <br />• POINT WHERE PROPOSED GRADE <br />MEETS EXISTING GRADE <br />x 25.8 <br />X258 <br />=> <br />Mg Mg <br />A <br />0.32 <br />FF <br />PROPOSED SPOT ELEVATION <br />ADD 5300 TO ALL SPOT ELEVATIONS <br />EXISTING SPOT ELEVATION <br />HISTORIC SHEET FLOW <br />PROPOSED FLOW DIRECTION <br />DRAINAGE BASIN BOUNDARY (HISTORIC) <br />PROPOSED BASIN BOUNDARY <br />SUB —BASIN DESIGNATION (HISTORIC) <br />AREA IN ACRES <br />PROPOSED SUB —BASIN DESIGNATION <br />AREA IN ACRES <br />FINISHED FLOOR ELEVATION <br />KEYED NOTES O <br />1. EDGE OF CONCRETE RAMP SHALL BE 1" MINIMUM ABOVE ASPHALT ALLEY <br />PAVEMENT. PROVIDE ASPHALT PATCH IN ALLEY ADJACENT TO NEW <br />CONCRETE. <br />2. PROPOSED SIDEWALK AT 2% MAX. CROSS SLOPE. <br />3. PROPOSED ROOF DOWNSPOUT DRAIN THROUGH WATER QUALITY LANDSCAPE <br />ISLAND/GREEN ROOF. PROPOSED ROOF DOWNSPOUT DRAIN THROUGH WATER <br />QUALITY LANDSCAPE ISLAND/GREEN ROOF. ALL ROOF DRAINAGE WILL FILTER <br />THROUGH WATER QUALITY AREAS WITH THE EXCEPTION OF THE SECOND <br />LEVEL WEST TERRACE. <br />4. DRAIN TO STORM INLET AT PINE AND FRONT STREET. <br />5. DRAINS TO STORM INLET AT ALLEY AND SPRUCE STREET. <br />6. MAIN STREET WALK ADJACENT THE SITE WILL BE REPLACED WITH THIS <br />PROJECT. <br />GRADING NOTES <br />1. GRADE AWAY FROM BUILDINGS AT A MINIMUM 10% SLOPE IN THE FIRST 10 FEET AT <br />LANDSCAPE AREAS AND AT A MINIMUM 2% SLOPE IN THE FIRST 10 FEET AT <br />IMPERVIOUS AREAS, EXCEPT AS NOTED. <br />2. TOP OF FOUNDATION ELEVATION SHALL BE SET AT LEAST 8" ABOVE THE PROPOSED <br />GRADING AT THE EXTERIOR OF THE FOUNDATION AT LANDSCAPE AREAS. <br />3. FLOOD PLAIN DESIGNATION OF THE SURVEYED PROPERTY PER FIRM MAP NUMBER <br />08013C0582J, MAP REVISED DECEMBER 18, 2012 IS ZONE X, BEING AREAS <br />DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. <br />LOT 6 4. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF <br />LOUISVILLE STANDARD SPECIFICATIONS. <br />FLOW <br />PATH \ <br />e21 <br />5. THE LOCATION OF THE ABOVE GROUND UTILITIES SHOWN HEREON ARE BASED ON <br />THE TOPOGRAPHIC SURVEY BY SCOTT, COX & ASSOCIATES, INC. COMPLETED ON <br />SEPTEMBER 26, 2017. THE LOCATIONS OF THE UNDERGROUND UTILITIES SHOWN <br />HEREON ARE BASED ON SAID SURVEY AND INFORMATION PROVIDED BY OTHERS <br />(WHICH MAY INCLUDE THE UTILITY OWNER OR UTILITY LOCATING SERVICES). SCOTT, <br />COX & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR UTILITY INFORMATION PROVIDED <br />BY OTHERS. SCOTT, COX & ASSOCIATES, INC. RECOMMENDS THAT THE LOCATION OF <br />THE UTILITIES BE FIELD VERIFIED PRIOR TO ANY DIGGING ON, OR ADJACENT TO THE <br />SUBJECT PROPERTY. <br />6, ORIGIN BENCHMARK: CITY OF LOUISVILLE BENCHMARK LP5 BEING THE CENTER EAST <br />1/16 CORNER OF SECTION 8, A 3 1/2" ALUMINUM CAP DATED 2000, PLS 14083. <br />FOUND IN A RANGE BOX 16.8' NORTH OF SOUTH FLOWLINE OF SOUTH ST. NORTH OF <br />824 SOUTH ST. ELEVATION = 5349.49' NAVD88. SITE BENCHMARK: TOP OF A 1 <br />1/2" ALUMINUM CAP LOCATED AT THE NE CORNER OF LOT 9. (AS SHOWN HEREON). <br />CONTOURS SHOWN ARE FROM A GROUND SURVEY. <br />7. IF REQUIRED, ALL APPLICABLE CITY AND/OR STATE PERMITS PERTAINING TO THE <br />DISCHARGE OF GROUNDWATER MUST BE OBTAINED PRIOR TO PREPARATION OF <br />BUILDING PERMIT PLANS. <br />8, A FINAL STORMWATER PLAN AND REPORT IS REQUIRED BY THE CITY OF LOUISVILLE <br />PRIOR TO ISSUANCE OF A BUILDING PERMIT. <br />9. PARKING GARAGE DRAINS SHALL BE ROUTED THROUGH SAND AND OIL SEPARATORS <br />PRIOR TO DISCHARGE TO THE SANITARY SEWER SYSTEM. <br />m <br />N <br />N <br />DRAWING NO. <br />N <br />N <br />0 <br />z <br />0 <br />b <br />N <br />N <br />0 <br />to V <br />J <br />0= <br />0 .W <br />Zi5 <br />L♦ c O <br />o <br />m 0 rw <br />ZQ <br />zJ <br />OW Ou <br />Z t <br />C� M cn <br />W W �p <br />U W Z <br /><c9‹ <br />ce u <br />W Ou- a" <br />cZ <br />1 <br />II o = <br />00 <br />ov) <br />m1-- <br />O <br />PROJECT # 1451 <br />DATE: 10/2/17 <br />DRAWN BY: JAS <br />CHECKED BY: DPA <br />RPV'�'NS:21PG-5I - 12/21/I1 <br />PPG-52 -1OI /26/I8 <br />FCC - 03/20/I8 <br />FPG-53 -11/13/18 <br />COPYRIGHT 2017 <br />All drawn and written information <br />duplicated disclosed or otherwise <br />appearing herein shall not be <br />used without written consent of <br />Hartronft Associates, p.c. <br />GRADING <br />DRAINAGE AND <br />EROSION <br />CONTROL PLAN <br />Sheet <br />C1.01 <br />6 of Sheets <br />