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LEGEND <br />EROSION AND SEDIMENT CONTROL NOTES: <br />_—PROPERTY LINE <br />1, <br />REFER TO COVER SHEET FOR GENERAL NOTES. <br />RIGHT OF WAY <br />2. <br />REFER TO DRAWING NO.3 FOR EROSION PROTECTION OF STORMWATER MANAGEMENT SYSTEM. <br />------ GAS LINE <br />3. <br />CONFIRM PERIMETER AND OTHER SEDIMENT CONTROL ITEMS PRIOR TO CONSTRUCTION. NOTIFY <br />— a— m— UNDERGROUND ELECTRIC <br />D <br />ENGINEER OF ANY EROSION CONTROL MEASURES REQUIRED TO BE INSTALLED OR EXISTING <br />— m— m— OVERHEAD ELECTRIC <br />MEASURES REQUIRING REPLACEMENT. <br />1T <br />4. <br />INSTALL TRM AS SHOWN ON DRAWING NO. 03. SEED AREA WITH DELUXE 50 TURF MIX PRIOR TO <br />— �— K—UNDERGROUND TELECOM <br />_�• <br />TRO <br />INSTALLATION. <br />—»---EXISTING SfORMSEWER <br />5, <br />NO LANDSCAPING OR PLANTINGS ARE REQUIRED IN THIS CONTRACT. <br />— , — EXISTING 6" DRAINTILE (APPROX) <br />6. <br />DISTURBED AREAS WILL BE REVEGETATED WITH SOD, BY OTHERS. <br />—I —I — WATERMAIN <br />7. <br />PROTECT TEMPORARY STOCKPILES WITH PERIMETER BIOLOGS, AND COVER IF THEY WILL REMAIN <br />—a —> — SANITARY SEWER <br />UNDISTURBED FOR MORE THAN 14 DAYS, <br />EASEMENT <br />4• SINGLE WALLCORRUGATED, <br />EXISTING MAJOR CONTOUR <br />PERFORATED, HDPE PIPE WITH SOCK <br />EXISTING MINOR CONTOUR <br />MEETING ASTM D6707. NO SLOPE TO TILE. <br />— r— r— SILT FENCE <br />TILE ARE INSTALLED ON TOP OF <br />—�—�—BIO LOG <br />GEOTEXTILE AT ELEV. 938.0 <br />............ <br />DRAINAGE ARROW <br />I <br />I <br />:: <br />OT <br />D4 HYDRANT GATE VALVE <br />I <br />WATER BOX <br />NOTE: UTILITY SHOWN BASED ON APPROXIHATE LOCATION <br />FROM LANDOWNER, CONTRACTOR'S RESPONSIBILITY TO <br />LOCATE UTILITIES PRIOR TO CONSTRUCTION. <br />NOTE: A PORTION OF THE ADJOINING <br />HOUSE LOCATION TAKEN FROM A SURVEY <br />BY CARDARELLE�DAATED 3-18-18. <br />0 20 40 <br />Feet <br />1 <br />_ REMOVE WSTING <br />12" HOPE CULVERTLVERTLVERT <br />...- _ .tAi > .0�. . >_..�l.. <br />. .. ... ... ... .. \ .. TNH=(946.91). ... . . . <br />.. . .... ... . . . . . ..... . . ... <br />ROPOSED DRA WAGE <br />AREA =15,230 FT2 <br />\ ♦ FIVE 6• DRAIN TILE LINES' <br />�- IN SINGLE TRENCH, END i <br />T ` POINT IS APPROXIMATE <br />♦ �_- <br />\\� LOT Z <br />♦ ♦ , <br />EXISleN n <br />®■all -mm <br />II I 301 MINIM M CLEARANCE <br />ki BETWEEN STORMTECH BED <br />- I//.� �&SANRARY SERVI� <br />II <br />/ PROF <br />'.DRIVi <br />HOUSE <br />/ ♦�1 <br />��... <br />/' ♦♦: PROPOSED <br />.'...... . <br />/♦�/ ........ �..... ..... <br />�1 <br />& UTILITY EASEMENTS I EXISTING <br />i <br />FOR INSULATION <br />a 7> <br />_ m- <br />1- m <br />- m m aim <br />_ FES INV. ELEV. • .:. <br />93745 FT MSL <br />.R <br />CONTRACTOR TO VERIFY <br />wIn0 <br />•� ' <br />/� 44 LF 6•ADS SINGLE <br />' <br />�• f WALL DRAINAGE PIPE- <br />FORCEMAIN PRIOR TO <br />G. <br />In3 <br />D <br />Ay <br />% <br />6YSTEM. ADDRESS ANY <br />1T <br />I . `... <br />LL RIF,R AT Elt <br />BED <br />... <br />/ �'• <br />_�• <br />TRO <br />I LMUTY EASEMENT <br />\ ♦ FIVE 6• DRAIN TILE LINES' <br />�- IN SINGLE TRENCH, END i <br />T ` POINT IS APPROXIMATE <br />♦ �_- <br />\\� LOT Z <br />♦ ♦ , <br />EXISleN n <br />®■all -mm <br />II I 301 MINIM M CLEARANCE <br />ki BETWEEN STORMTECH BED <br />- I//.� �&SANRARY SERVI� <br />II <br />/ PROF <br />'.DRIVi <br />HOUSE <br />/ ♦�1 <br />��... <br />/' ♦♦: PROPOSED <br />.'...... . <br />/♦�/ ........ �..... ..... <br />�1 <br />& UTILITY EASEMENTS I EXISTING <br />i <br />FOR INSULATION <br />a 7> <br />_ m- <br />1- m <br />- m m aim <br />TNH=(949.73) <br />.R <br />CONTRACTOR TO VERIFY <br />wIn0 <br />LOCATION OF WATER <br />/ <br />W <br />IA N M C <br />moRI; <br />FORCEMAIN PRIOR TO <br />G. <br />In3 <br />D <br />INSTAWNGSTORMTF <br />% <br />6YSTEM. ADDRESS ANY <br />C� <br />CONFLICTS IN ADVANCE. <br />... <br />/ �'• <br />I LMUTY EASEMENT <br />I PER DOC. NO. 1024262 <br />UMITS OF BED <br />4• SINGLE WALLCORRUGATED, <br />12" SAND FILTRATION <br />PERFORATED, HDPE PIPE WITH SOCK <br />LAYER IN BASE OF 94722' <br />MEETING ASTM D6707. NO SLOPE TO TILE. <br />BOTTOM OF BED/SAND <br />BED, BOTTO <br />TILE ARE INSTALLED ON TOP OF <br />LAYER MSL. <br />GEOTEXTILE AT ELEV. 938.0 <br />............ <br />-:• <br />. <br />I <br />I <br />:: <br />OT <br />2 <br />I <br />0 <br />z <br />aft; <br />o } <br />o� <br />Z F- <br />�a <br />} <br />Zof <br />0 <br />oIn <br />W <br />} <br />Q <br />W <br />J <br />LL <br />z <br />Q <br />0 <br />W <br />In <br />0 <br />0- <br />0 <br />w <br />CL <br />N <br />CD <br />.R <br />V <br />wIn0 <br />a�v <br />C <br />L In <br />1 <br />C � <br />W <br />IA N M C <br />moRI; <br />O <br />G. <br />In3 <br />D <br />U m <br />Q <br />�2: <br />C� <br />01111111! <br />0 <br />z <br />aft; <br />o } <br />o� <br />Z F- <br />�a <br />} <br />Zof <br />0 <br />oIn <br />W <br />} <br />Q <br />W <br />J <br />LL <br />z <br />Q <br />0 <br />W <br />In <br />0 <br />0- <br />0 <br />w <br />CL <br />N <br />CD <br />.R <br />V <br />wIn0 <br />a�v <br />C <br />L In <br />1 <br />C � <br />W <br />IA N M C <br />moRI; <br />O <br />G. <br />In3 <br />D <br />U m <br />Q <br />�2: <br />C� <br />0 <br />z <br />aft; <br />o } <br />o� <br />Z F- <br />�a <br />} <br />Zof <br />0 <br />oIn <br />W <br />} <br />Q <br />W <br />J <br />LL <br />z <br />Q <br />0 <br />W <br />In <br />0 <br />0- <br />0 <br />w <br />CL <br />N <br />CD <br />w <br />Z <br />O <br />W <br />� <br />O <br />O Q <br />D <br />U m <br />Q <br />0 <br />z <br />aft; <br />o } <br />o� <br />Z F- <br />�a <br />} <br />Zof <br />0 <br />oIn <br />W <br />} <br />Q <br />W <br />J <br />LL <br />z <br />Q <br />0 <br />W <br />In <br />0 <br />0- <br />0 <br />w <br />CL <br />N <br />CD <br />