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LE6EN17 <br />— —�— — <br />EXI5TIN6 <br />EP6E OF PAVEMENT <br />— —„ <br />EXI5TIN6 <br />FENCE <br />296H—SI <br />EXISTING <br />MONITORIN6 WELL <br />w <br />EXISTING <br />WATER LINE <br />s <br />EXISTING <br />SANITARY SEWER LINE <br />sv <br />EXISTING <br />STORM DRAIN LINE <br />ra <br />EXISTING <br />MANTECA OUTFALL LINE <br />CFH <br />EXISTIN6 <br />FIRE HYDRANT <br />® <br />EXISTING <br />GATE VALVE <br />0 M <br />EXISTIN6 <br />MANHOLE <br />® 613-6 <br />EXI STI N5 <br />STORM DRAIN CATCH BASIN <br />000 <br />EXISTIN6 <br />TEMPORARY BLOW—OFF <br />k I> <br />EXISTING <br />ELEGTROLIER <br />N Wp Ln <br />��o <br />kA <br />PROPOSED <br />SANITARY SEWER LINE <br />Do Mf <br />PROPOSED <br />SANITARY SEWER MANHOLE <br />Q <br />PROPOSED <br />4" HOUSE SEWER LATERAL <br />SD— <br />PROPOSED <br />STORM DRAIN LINE <br />0141 <br />PROPOSED <br />STORM DRAIN MANHOLE <br />® C"I <br />PROPOSED <br />STORM DRAIN CATCH BASIN <br />PROPOSED <br />ELEGTROLIER <br />yk <br />µo /REMOVE PLU6 AND �. <br />CONNECT TO EX. <br />12" STORM DRAIN <br />Zop6yt�+ <br />to <br />P / i�r11 ON // REI fOVE PLU&nG AND/ <br />CONNECT TO EX. <br />SEWER/ <br />REMOVE PLU6 AND <br />CONNECT TO EX. p2 <br />5B ER <br />5 <br />� / N 111 L•F• � � �� <br />00�1 <br />/ <br />10-00' <br />36a / <br />C/l III I 14 pl[ZMCM `K,I Ivrvv- <br />AROUND AND BARRICADE <br />TO BE REMOVED \ <br />a <br />Ln <br />o <br />\ \ w <br />\y a <br />0 <br />0 <br />0 <br />SU06RADE �vCJ v3 - <br />0 NEW STREET BASE SHALL BE MOISTURE 256 <br />R CONDITIONED AND COMPACTED PURSUANT <br />TO THE STATE SPECIFICATION, 45% 3+ <br />MINIMUM RELATIVE COMPACTION. <br />45% MINIMUM <br />e RELATIVE COMPACTION�' 3x <br />340A <br />- - - - - - - - - - - OPTIONAL 5TF-PPED OR SLOPI N6 367 257 <br />TRENCH WALL. <br />�x <br />MATERIAL SHALL BE COMPACTED �P <br />WITH MECHANICAL EQUIPMENT, <br />ANY METHOD, TO A MINIMUM OF h <br />\ 410% RELATIVE COMPACTION. �, �_ PLACE RIPRAP SLOPE EROSION <br />\ PROTECTION AS PER THE LAKE <br />--------- — N 3y�D 258 INLET DETAIL ON SHEET 3 <br />10' MIN. ry INITIAL BACKFILL - HAND TAMP OR ll�`IL 366 g�P' <br />_ MECHANICAL TAMPING AT 6' MAXIMUM VIP O <br />12MAX. LIFTS. PLACE ALL EEE 1III MATER/ALS <br />Ile TO A MINI MUM OF 40% RELATIVE _ <br />COMPACTION. �A S ds 362 L. F. <br />SEE 5TORM DRAIN <br />Q <br />Z � z �, B' P.V.G. 25 a <br />+ _OUTFALL A V <br />AT 5=. 0035 SHEET 24 <br />:IHAUNCHIN6 HAND TAMP AT SIDES u1 365 \ h l / <br />Li <br />ick <br />AND UNDER PIPE AT 6' MAX. LIFTS. cb$ hAP 260 $/ <br />ds <br />BEDDING- SEF NOTE NO. 3 BELOW. I61 L.F.8 ep Q 15' R.G.P. / <br />o. D. V p' ,� 26 1 AT 5=. 034 / 24 / <br />2 y��. \ y ' y �� 262 fil l'�/ 263 <br />NOTES 364 <br />1. ALL &19E HENT MATERIALS SHALL CONFORM TO CLASS I, 11 OR III SOIL <br />CLASSIFICATIONS AS DESI6NATED 1N ASTM D -232I. h STA A3 U) <br />CLASS 1: AN6ULAR # TO I JJ' 6RADEV STONE, INCLUDING A NAVER OF FILL hAP \ 7673 %* 0 <br />MATERIALS THAT HAVE RE6IONAL 516NIFIGANCE SUCH A5 CORAL, SLA6, 4j �Yi• �/ / 264 <br />CINDERS, STONE OR CRUSHED SHELLS. 60 y / / <br />CLASS 11: COARSE SANDS AND 6RA ELS WITH MAPARTICLE SIZE OF 363 <br />XIMUM <br />1PERCENTA6E5 OF FINES, 6ENERALLY GRANULAR AND NON-GONE5GONT, E7 WET LAKE �SMALL°� / 9z: <br />c j <br />OR DRY. SOILS TYPES 60q, 6P, SW AND 5P ARE INCLUDED IN THIS CLA%. ! SD fn <br />CLASS 111: FINE SAND AND CLAY 6RAVE..S, INCLUDING FINE SANDS, SAND-GLAY <br />MIXTURES, AND 6RAVEL-CLAY MIXTURES. SOIL TYPES 6M, 6C, SM AND SC ARE <br />INCLUDED IN THIS CLASS. CLASS III MATERIALS SHALL NOT BE USED IN 362 7S, 62 L. F. J \� <br />EMBEPIIIIENT ZONE OFTHAT ARE 6RE ATER THAN 14' OF COVER To <br />FINISHTHE PROPOSI ISRADE. y 6 /3 12' R.G.P. <br />AT 5=.U05 <br />2. SLI.-EGTED NATIVE MATHRIAL5 CONFORMING TO CLASS I, 11, OR III MAY BE �1 S <br />\ / <br />USED IN ALL EMEPMENT ZONES. NATIVE MATERIAL SHALL BE FREE OF ORGANIC36 C <br />MATERIAL, STONE5 OR LUMP5 E)(Cff IN6 3' IN 6REATFST DIMENSION. 1 Il \O DSI \ <br />3. ANY AREA AT THE BOTTOM OF THE TREWH DETERMINED TO BE UNSUITABLE BY SD " 0 - <br />THE <br />THE 6EOTEC.HNICAL EJ6INLER SHALL BE REMOVE? AND RE'LaI WITH 6' OF 360 m\ � <br />GLA2 L. F. !� <br />SS I, 11 OR 111 MATERIALS AT 45% MINIMUM RELATIVE COMPACTION. IN 35 L. F. <br />A CASE WHERE THE TRENCH BOTTOM IS UNSTABLE, THE BOTTOM AREA SHALL BE <br />REMOVED AND REPLACED WITH CLASS 1, 11 OR III MATERIALS TO A DEPTH <br />m " <br />DETERMINED BY THE 6EOTEGHi�IGAL ENGINEER. . STAi2R.G.P. <br />AT 5=.005 <br />• 1"7I��� 3- AT 5=.005 947.,634. .-ETTIN6 WILL NOT BE ALLOWED IN THE EMBF EMBEDMENT ZONES. COMPACTION O�p <br />EMEDMENT MATERIALS SHALL CONSIST OF HAND TAMPIN6 AND/OR MECHANICAL <br />TAMPI N6. 25 • �i <br />P. V. G. SAN TARP SEWER T I°' 19 387 <br />TRENCH SECTION 7' <br />NO SCALE i <br />CALESE77A PLACER E C^, <br />L i r a JL Iia <br />'i �v <br />Correc <br />N,) C`:c', Ll <br />Dai � <br />Anv Pr. <br />Xl <br />°z <br />DATE: <br />C_ <br />SCALE: <br />W <br />DWG: <br />296H—SI <br />M <br />CHECKED: KJq <br />f0 <br />v) <br />> in <br />( <br />>uZ� <br />Z <br />..� <br />V <br />�DO <br />w <br />o <br />=6( <br />O <br />wL) <br />M <br />I OM <br />Z <br />k I> <br />�7 <br />N Wp Ln <br />��o <br />kA <br />Z <br />Q <br />wN <br />a <br />U <br />RYAN CARREL, R.C.E. 61619 <br />DANIEL ENGLAND, R.C.E. 49026 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: J. 5. H. <br />DATE: <br />SEPT. 21, 2017 <br />SCALE: <br />I " =40, <br />DWG: <br />296H—SI <br />CHECKED: KJq <br />JOB n <br />296H-04 <br />SHEET 4 <br />OF 0 <br />