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3 <br />J <br />O <br />z <br />a <br />a <br />4 <br />i <br />0 <br />c <br />X <br />J <br />N <br />O <br />/ <br />U) <br />0 <br />0 <br />r <br />0 <br />CL <br />N <br />d' <br />f <br />O <br />to <br />N <br />Q <br />c <br />0 <br />1T <br />�X <br />N <br />J <br />/ <br />ME <br />GENERAL LEGEND <br />DESCRIPTION <br />EXISTING <br />PROPOSED <br />SANITARY SEWER <br />s <br />-- 8 "S PVC -- <br />FORCE MAIN <br />-- — —FM— — — <br />., —6" FM Di--°'— <br />WATER MAIN <br />W <br />---w*W DI--- <br />TEMPORARY WATER <br />— <br />STORM DRAIN <br />o <br />--18 "D RCP -- <br />GAS <br />c <br />---- 4 "G--- <br />ELECTRIC <br />E <br />-- E — <br />TELEPHONE <br />T <br />--- T �-- <br />HOUSE CONNECTION <br />6" HOUSE <br />CONN (TYP) <br />GRINDER PUMP <br />O <br />• GP <br />SANITARY SEWER MANHOLE <br />O <br />• SMH <br />STORM DRAIN MANHOLE <br />® <br />• SDMH <br />ELECTRICAL MANHOLE <br />0 <br />® EMH <br />TELEPHONE MANHOLE <br />(D <br />• TMH <br />AIR RELEASE VALVE MANHOLE <br />0 <br />0 ARMH <br />FORCE MAiN CLEANOUT MANHOLE <br />0 <br />• FMCO <br />CLEANOUT <br />0 <br />• CO <br />CATCH BASIN <br />❑ <br />■ CB <br />CATCH BASIN (CURB INLET) <br />ww <br />HYDRANT <br />V <br />-�- <br />GATE VALVE <br />►� <br />CURB STOP <br />moo° <br />CAP OR PLUG <br />r-, <br />GAS GATE VALVE <br />cv <br />D4 <br />UTILITY POLE <br />`Kb <br />-+ <br />GUY POLE <br />-U <br />LIGHT POST <br />Cy <br />w <br />z <br />EDGE OF PAVEMENT <br />■ <br />EDGE OF UNPAVED ROAD <br />-- -- <br />CURB-------- <br />1 —" <br />! i ' <br />SIDEWALK <br />! <br />RAILROAD <br />w <br />STONE WALL <br />Q� <br />In <br />RETAINING WALL <br />RET WALL <br />RU WALL <br />FENCE <br />x x <br />---x x---- <br />INDIVIDUAL DECIDUOUS TREES <br />LLJ <br />INDIVIDUAL EVERGREEN TREE <br />TREE LiNE <br />v <br />U <br />SURVEY MARKER <br />o <br />PROPERTY LINE <br />— R- <br />i <br />EASEMENT LINE <br />ry <br />-- --- --- -- <br />LIMIT OF WORK <br />i • • • i i • i ! <br />°- <br />APPROX. LIMIT OF REFUSE <br />--- -- -- <br />SPOT ELEVATIONS <br />X 141.5 <br />X 141.5 <br />CONTOUR LINES <br />—56— <br />56 — <br />DEPRESSION CONTOUR LINES <br />I I I <br />T"- "'T 'I <br />HOUSE NUMBER <br />#35 <br />FLOOR ELEVATION <br />( FL =56.7 <br />SILL ELEVATION <br />FS S =56.7 �i <br />WETLAND <br />-- / "j! — ,k <br />WETLAND FLAGS <br />_...�; -a►2- <br />RIP RAP <br />STATE HIGHWAY STATION <br />O <br />� <br />SURFACE MOUNTED DELINEATOR <br />GUARD POST <br />A <br />BOLLARD <br />O B <br />• B <br />SIGN <br />-a-- <br />��USETTS N <br />BENCH MARK <br />+� M ¢ <br />OQo 0 <br />AUGER <br />® A -1 <br />(DA-1 <br />PERCOLATION TEST <br />� 1 <br />0 PT -1 <br />TEST PIT <br />TP <br />1 <br />is TP -1 <br />BORING <br />B -10 <br />B -11 <br />PROBE <br />P -10 <br />P -11 <br />GROUNDWATER MONITORING WELL <br />(D WS -1 <br />WS-1 <br />GAS MONITORING WELL <br />O GMW -10 <br />GMW -10 <br />GAS VENT <br />0 GV <br />• GV <br />STRAW BALES <br />•--� <br />ROCK OUTCROP <br />111 =111 <br />DRAINAGE DITCH / SWALE <br />W <br />, E: ITEMS SHOWN IN THE LEGEND MAY NOT BE PRESENT IN THESE PLANS <br />REHABILITATION LEGEND — SHEETS C -5 TO C -9 <br />DESCRIPTION <br />EXISTING <br />PROPOSED <br />SANITARY SEWER REHABILITATION <br />a <br />V7 <br />v <br />02 <br />•-+ o <br />SANITARY SEWER MANHOLE REHABILITATION <br />O <br />a ", <br />3 <br />DIRECTION OF FLOW <br />OPEN CUT POINT REPAIR <br />►� <br />VA g1mriAtrolz <br />CONSTRUCTION NOTES: <br />.. <br />18. CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGES <br />DIVIDED BY THE DISTANCE BETWEEN THE OUTSIDE EDGES OF THE <br />MANHOLE WALLS. FOR FOUR FOOT DIAMETER MANHOLES, THE <br />DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS <br />FIVE FEET. FOR FIVE FOOT DIAMETER MANHOLES, THE DISTANCE WAS <br />CALCULATED AS THE CENTERLINE STA110NING MINUS SIX FEET. 'IN' <br />INDICATES UPSTREAM END OF MANHOLE, 'OUT' INDICATES <br />DOWNSTREAM END OF MANHOLE. <br />COPYRIGHT 2015 WESTON & SAMPSON <br />0 <br />mz <br />pl o <br />ch <br />° E <br />n <br />-a ow <br />L.A. <br />SE <br />a <br />V7 <br />v <br />02 <br />•-+ o <br />.�\ <br />1 <br />M <br />a ", <br />3 <br />MM <br />W <br />Q <br />r <br />• <br />r i i <br />r <br />• i . • r. !• ! , • • <br />� � � • r it • A (M : i ''i i <br />V <br />: i <br />■ <br />Q <br />r <br />i <br />• A r <br />• <br />i <br />U <br />U <br />• <br />r <br />a� <br />r <br />i <br />O <br />• <br />W <br />Cy <br />w <br />z <br />■ <br />�J <br />z <br />! i ' <br />! <br />! <br />w <br />Q� <br />In <br />z <br />O <br />■ <br />LLJ <br />v <br />U <br />a- <br />w <br />O <br />i <br />11 - <br />ry <br />i • • • i i • i ! <br />CCl <br />w <br />o <br />Q <br />w <br />f-- <br />i e i w <br />W <br />o <br />� <br />0 <br />z <br />��USETTS N <br />+� M ¢ <br />OQo 0 <br />00 eR <br />cm Q <br />W <br />c- <br />Q <br />J <br />m = <br />Z <br />W <br />r <br />• , <br />10 Z <br />z <br />W <br />U) <br />Lj <br />Z J <br />�� <br />m <br />0 <br />y <br />D w <br />w <br />Q <br />=O <br />O <br />Q <br />V U <br />.t <br />w <br />i V) <br />W <br />qt <br />C7 <br />j <br />F- <br />O <br />OIn <br />m <br />w 0— <br />O <br />• <br />0 <br />Y ` <br />?Z <br />w U <br />wp <br /># # <br />� <br />F- v- <br />- <br />� <br />0 <br />U <br />Q <br />° 0- <br />`r' E— <br />: <br />#i ` <br />Q ,..._ <br />� -# ! • . i it l + <br />ri! i r • ■'r! ! ' • ` ! <br />= Ll�r� <br />a- <br />C3 <br />H <br />� <br />0 <br />Z <br />m <br />Q <br />w <br />Q <br />U <br />0 <br />0 <br />0 <br />Q <br />U <br />00 <br />r a i� • � i • - • r i ! r + r r• <br />rn <br />I <br />N_ <br />• l.. i <br />. a i ■ . - ! - . ■ ! r ! <br />N <br />,r r. • # r <br />r ! ! i <br />i • a • r a r r. • •. :. ! r ! ., !. i r <br />• <br />w <br />Li.. <br />SHEET 2 OF14 <br />Ak ! <br />! r • • • ` : • • i ! <br />i ! <br />i' <br />r • , r r <br />r r i <br />s • <br />r � r i • r r■ <br />_ <br />t • i <br />! i • r • • ■ r , ! i <br />■ <br />• <br />! ! ! i � ' ! i ii ` <br />• r <br />■ <br />• t <br />• ! • • i :4 IV, i <br />18. CALCULATION OF PIPE SLOPES IS BASED ON ELEVATION CHANGES <br />DIVIDED BY THE DISTANCE BETWEEN THE OUTSIDE EDGES OF THE <br />MANHOLE WALLS. FOR FOUR FOOT DIAMETER MANHOLES, THE <br />DISTANCE WAS CALCULATED AS THE CENTERLINE STATIONING MINUS <br />FIVE FEET. FOR FIVE FOOT DIAMETER MANHOLES, THE DISTANCE WAS <br />CALCULATED AS THE CENTERLINE STA110NING MINUS SIX FEET. 'IN' <br />INDICATES UPSTREAM END OF MANHOLE, 'OUT' INDICATES <br />DOWNSTREAM END OF MANHOLE. <br />COPYRIGHT 2015 WESTON & SAMPSON <br />0 <br />mz <br />pl o <br />ch <br />° E <br />n <br />-a ow <br />L.A. <br />SE <br />a <br />V7 <br />v <br />02 <br />•-+ o <br />.�\ <br />1 <br />M <br />a ", <br />3 <br />MM <br />W <br />Q <br />V <br />Q <br />U <br />U <br />a� <br />O <br />W <br />Cy <br />w <br />z <br />�J <br />z <br />w <br />Q� <br />In <br />z <br />O <br />LLJ <br />v <br />U <br />a- <br />w <br />O <br />ry <br />CCl <br />w <br />o <br />Q <br />w <br />f-- <br />W <br />o <br />� <br />0 <br />z <br />��USETTS N <br />+� M ¢ <br />OQo 0 <br />00 eR <br />cm Q <br />W <br />c- <br />Q <br />J <br />m = <br />Z <br />W <br />10 Z <br />z <br />W <br />U) <br />Lj <br />Z J <br />�� <br />m <br />0 <br />y <br />D w <br />w <br />Q <br />=O <br />O <br />Q <br />V U <br />.t <br />w <br />i V) <br />W <br />qt <br />C7 <br />j <br />F- <br />O <br />OIn <br />m <br />w 0— <br />O <br />0 <br />Y ` <br />?Z <br />w U <br />wp <br />w Z <br />� <br />F- v- <br />� <br />0 <br />U <br />Q <br />° 0- <br />`r' E— <br />z <br />�w <br />D <br />Q ,..._ <br />°v <br />= Ll�r� <br />a- <br />C3 <br />H <br />� <br />0 <br />Z <br />m <br />Q <br />w <br />Q <br />U <br />0 <br />0 <br />0 <br />Q <br />U <br />00 <br />rn <br />I <br />N_ <br />N <br />co <br />z <br />w <br />Li.. <br />SHEET 2 OF14 <br />