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i <br />ALL BORES SHALL BE <br />IiMWIi<SCAII: <br />I LMT(• Yi TL[a <br />SANITARY SEWER MANHOLE <br />B WMA E M NO PAYMENT <br />rRLL SE MME FOR FNLEG <br />' TOP ELEVt 602.62' <br />IHV._ 589.82' <br />TEMPORARY E14TR CONSTRUCTION <br />ENTRANCE (TYPICAL) <br />AFTER PROPOSED SEWER UNE <br />909E ATTEMPTS. <br />IS COMPLETED AND READY <br />FOR OPERATION. EXTEND 12' PVC ' <br />ALL SORTS SHALL K GUARANTEED <br />I J4NPOSCD d0 LF. W., . <br />SCALE: <br />RELLSED MANHOLE <br />— <br />¢rg <br />NO PAY,% Fµ1 K MME FOR <br />' <br />,;, <br />I I ,I RO X0. 7WCNN65 SRA <br />rw <br />PREPOSED 60 LF, OF <br />620 <br />A0la 9016 ATTEMPT& <br />/. \ <br />QJS1FiLT NSTALIED'DY <br />1 'I: SOR919; AMP.JACNN9- / <br />r <br />20'x0.26' iNGg1E55 STEEL <br />\ <br />/.PROPOSED <br />_ <br />/ <br />MARILYN LINER EFLANO <br />F.NGAEETIENT INSTALLED 9v <br />BGI611G AE0 mmHg <br />� ,' . MANHOLE /11 <br />\ � :'.'/ • � 57A. 31 +75.20 - <br />' N• 84953741 <br />IT 1 ,. ,I_ <br />I' �•'.:. � - PROPOSED . ' � <br />AyHOLE ►12', <br />PINj: 9044892385 <br />�•' D8: 47 PAGE: 42 <br />TEMPORARY ox ""DOfm us mo: 1 „L . PROPOSED. MANNppiE /9 E 1948997.85 I `!� 33+32.0{ <br />PROPOSED MANHOLE /8 SILT FENCE +�'a.w:m�.T . 7N STA. 3V+ {SIBa \ srF:.. . r -� �' r:84H32906 <br />STA. 26 +3D.N (TYPICAL) 1. I \ N) 849558888:28 I ' '.l '194843525 <br />N:849691.44 MPROMMATEByK \ Ei 1844717.47. - - <br />` E 1949097.94 PIT,Iml? T f' PIN` p �^ _ <br />m loro.Nlr B,�I 7 <br />1Ot2'PACF:, <br />TE <br />lAl�■ r \ / j LINDA N.E. t0N1RA0TW SNAL REMACf 1 / . • { - aPFER - % 1 �' E' J ! A "'J <br />CHARDSON Z1 GaFOE- ' A F PIN 1 9644990965 ANY OAMA4i0 9EO11W 4X• <br />;J'�.r."'tw ✓�� I Y1 FFNfE MIM EWA. _ /" 1 <br />832 PAW, GWA g, TII/J'f YA1E16A.5 <br />^' 7'4Y TINGUON E105RNG <br />1� '\ �' �., .A-'��"` �- �`'�` ..1..�, ,..� i' -iii„ rX ,• <br />1� <br />•� -.• \., / ,,,,//'' t, _a - ta. ' r ^ -.. osEO MANHOLE P <br />�%' ! F^•-F� --f'-- STA. 29 +20.39 <br />•w �[ ..•` R 4 ,J N:649652.25 <br />•`� - �.,,.. i / / �� y%AN E: 1945510.70 <br />`. a� wo1 <br />NOTE: QUANTITY AND LOCATION OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. <br />EXACT QUANT17XS AND LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. <br />PH—L, 12 <br />GRAVITY SEWER <br />-SANITARY 'SEWER `H <br />TOP ELEV: 603 'a <br />625 <br />r/ <br />SANITARY SEWER MANHOLE <br />' <br />' TOP ELEVt 602.62' <br />IHV._ 589.82' <br />�.. <br />AFTER PROPOSED SEWER UNE <br />+ " <br />IS COMPLETED AND READY <br />FOR OPERATION. EXTEND 12' PVC ' <br />FROM INLET OF WET WELL TO <br />SCALE: <br />RELLSED MANHOLE <br />— <br />¢rg <br />A.A. N WET .AND TOP. <br />625 <br />' <br />...._ <br />IL <br />SCALE: <br />HORIL 116D• <br />VERT. t'.6' <br />— <br />¢rg <br />rw <br />02D <br />620 <br />r <br />m <br />'� <br />_ <br />_ <br />�._.... <br />620 <br />d..- <br />a <br />q <br />615 <br />z�u <br />�1 Z <br />3o <br />N2; <br />Actual <br />Rock Profile <br />— <br />Egm <br />D- ROAD <br />610 <br />-- <br />-- <br />mr <br />r <br />22 <br />SOD <br />ti <br />a . <br />= <br />I <br />, - <br />'T <br />- -_ <br />' � <br />-+26 <br />•DIP <br />-OO <br />2' DIP 4 <br />157 LF 12 <br />DIP 0 0 <br />22x <br />•.222% <br />129 LF <br />DIP <br />357 LF 1 <br />DIP 00229 <br />01 <br />- <br />i <br />,z. <br />"i. <br />.`. <br />_- -. <br />.. <br />20•M <br />_• <br />_.. <br />16. 1NMXN <br />i INB <br />55 SlEF1 <br />BY <br />_ <br />MC <br />R <br />DPOSED SO <br />•ulrrrrsee <br />ENT NBT <br />G AIJO J <br />�F. OF <br />ST <br />O(010 <br />CONFORMED <br />U <br />UO <br />rA <br />10 <br />C I- <br />a <br />D_ <br />Z <br />C'. <br />�'Tud <br />q_ <br />Lu <br />0Z, d <br />c W a <br />Z <br />M _j <br />a a <br />a <br />SHEE' <br />("AA <br />