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ttj c <br />o c <br />:7 3P c <br />a <br />M <br />CL a X <br />co 0lq- Lo <br />0 <br />x x <br />a <br />CL X <br />X O <br />CL <br />oI <br />�I x <br />c\1 oa a a <br />4n o 4n <br />X x <br />n <br />RINAURO �I <br />COURT 00 <br />xIo <br />W � a a <br />M00 <br />0 00 <br />x X X X <br />W �- <br />N <br />X <br />> I= <br />O I a <br />J (O M <br />X X <br />v I N <br />cli <br />0 <br />zo <br />oa a <br />o <br />x x <br />i) N <br />�/�r� <br />tl I <br />a <br />00N <br />O <br />n_ <br />ryo <br />LL X <br />a_ a <br />rl m <br />x x <br />Q� fn <br />M <br />1 ` 3 <br />3 <br />20' P.U.E. <br />11 Ox G <br />LEACH FIELD= ' <br />8000 SQ. FT. I LEACH FIELD= <br />6000 SQ. FT. <br />TEMPORARY BENCHMARK: <br />TOP OF WATER METER BOX, 100' <br />ELEVATION=1 11.27 � 100' <br />It � 00 <br />1 10.40P !n <br />00 Ln <br />N <br />112.1 OTD 30.00, 07"E o FUTURE BUILDING <br />30.00' N u� FUTURE BUILDING <br />35'-- PAD AREA <br />LOCATION OF n PAD AREA <br />R -VALUE TEST NO 1 <br />O� BY KLEINFELDER ELEV. 110.9 25 ELEV. 110.6 <br />8• =225.00' <br />R=275.00 \ L=19.37' 1 I 2 <br />109.00 <br />111x4G 111x T1-OK9 G 11Ox7G 110x4G <br />R=CS __ 30' 30' o_ <br />\g R=22'00' 83.80' 72.50' <br />F_ 7 <br />6000 SQ. FT. <br />5 <br />BOJOLI ESTATES M. & P. 29-3 <br />20' DRAINAGE EASEMENT <br />1I0 x41 108x16� 10I7x43P <br />J/ <br />108.0 {L 108.0 FL <br />3 1 2P N 89'59'56"E 642.09' <br />'� 10 x7 S=.005 <br />1-7 <br />6000 SQ. FT. <br />LEACH <br />FIELD <br />FOR LOT 6 <br />L <br />20' P.U.E. <br />SWALE <br />Ln <br />LEACH FIELD= o �/g 0 // 109 45TD 1 15' 100' LEACH FIELD= <br />LEACH FIELD- <br />TEMPORARY BENCHMARK: <br />TOP OF 1/2" IRON PIPE <br />ELEVATION= 106.88 <br />106.6 FL <br />�- 8000 SQ. FT. <br />LEACH <br />20' P. .E. FIELD <br />FOR LOT 8 <br />6000 SQ. FT. -6000 SQ. FT. ? ', v> 10000 SQ. FT. m m N <br />III <br />� <br />/" � LEACH FIELD= <br />10000 SQ. FT. ' <br />100' ELEV. <br />108x8 G6 08 7G -- 0 <br />135' O <br />� o ELEV. 109.4 N <br />�T <br />75' <br />N 0 108.79TD 6� N FUTURE BUILDING <br />` o PAD AREA 25 - <br />FUTURE BUILDING FUTURE BUILDING 17 o 00 00 <br />0 <br />PAD AREA I PAD AREA O 2s. / ELEV, 108.7 I N ELEV. 108.2 <br />M ELEV. 110.2 I �' 4 " // v <br />� I <br />3 I = 0 09 1G 1ol FUTURE BUILDING <br />2' 6 <br />„( PAD AREA � 30' <br />110x G 8 109x5G r- 109x2G70. 108x6G 108x3G <br />1 Sx G <br />30' 172 9 30' 107.03TD �2 107.38TD <br />109.41LOCAI�lOAL OE 75' 107x9 G o� <br />' 60� <br />�2)S i N - <br />1 12.54TD - <br />O- <br />\138�, N <br />135' 6 .13 _= 1 '- 2.4 ' <br />X30' 30' o <br />30' <br />N' 14 111 100' 6110x86 110x46 110x26 I 109x86 <br />OI/ 100' 100' <br />FUTURE BUILDING <br />N PAD AREA 25' 25' FERB WAY <br />W N <br />o ELEV. 1 1 1.7 �0 <br />L0 N d I ELEV. 111.3 ELEV. 110.7 <br />N _� rani FUTURE BUILDING <br />Lo v -I- mI - PAD AREA n FUTURE BUILDING <br />Z Q <br />w <br />~ LEACH FIELD= <br />U <br />6000 SQ. FT. 80' <br />N <br />195.27' <br />\ 9'57T6" V --'L 19. <br />1 13.20P <br />f <br />CONTRACTOR SHALL EVENLY DISPOSE OF EXCESS, <br />EXCAVATED MATERIAL WITHIN FUTURE PAD AREAS. <br />SEE PLAN VIEW FOR ELEVATIONS AND LOCATIONS <br />OF FUTURE PAD AREAS. 5 FUTURE BUILDING <br />PAD AREA <br />N <br />0 0 <br />I o <br />N OTE <br />STORM RUNOFF FROM EACH LOT SHALL Ln N <br />BE COLLECTED IN THE SWALE SYSTEM AS 1% ELEV. 108.6 11y <br />SHOWN ON THE TYPICAL GRADING DETAIL <br />AND SHALL BE DIRECTED INTO THE RIGHT- <br />OF-WAY OR INTO THE DRAINAGE EASEMENT. !f ^4 +04 <br />NO STORM RUNOFF SHALL BE ALLOWED TO <br />CROSS LOT LINES UNLESS STORM WATER 5' <br />IS WITHIN THE DITCH SYSTEM LYING IN 108x76 <br />DRAINAGE OR PUBLIC UTILITY EASEMENTS. <br />L,/ill�a i h�u�� �� �tQm -tor eae�l TYPICAL LOT GRADING <br />fob Shall be l��st�uefed a' �e t/rne <br />�� 42/�/la wn50%cCfv�d siYl/ b� NOT TO SCALE <br />/P�urrC'..l rt�sr_¢o �S�G�hCe OIL � <br />,n FUTURE BUILDING <br />ELEV. 111.6 PAD AREA I M PAD AREA <br />13 25'-1 12 N 11 <br />N � <br />oL 0) � <br />111x56 <br />I N -� N 100 <br />i I <br />F_ <br />I I <br />LEACH FIELD= LEACH FIELD= <br />6000 SQ. FT. 6000 SQ. FT. LEACH FIELD. <br />8000 SQ. FT. <br />1 1 2x0 G 1 10x8 G <br />135.61' _ 152.09'_ 152.47' <br />PAD <br />(TYPICAL) <br />20' P.U.E. <br />R <br />5' S' <br />2' <br />FUTURE BUILDING PAD <br />AREA <br />.5'-.7' I <br />MEET EXISTING GROUND <br />EXISTING ELEVATION AT PROPERTY <br />GROUND LINES. <br />EXISTING GROUND <br />ELEVATION (TYPICAL) <br />R E V I S 1 0 N S <br />R/W <br />30' I 50' <br />SECTION <br />NOT TO SCALE <br />R/W <br />y sz, R -VALUE TEST NO 2 / r <br />'\Y KLEINFELDER 10! <br />C`4j'07' 3 42 m <br />107.78TC O - / u 99 0 <br />=211.03' 6 O <br />16' 109x2G OSx8 X275.00 o <br />R-275.00 <br />109x46 30 109x1 107.61 83.7 6' 16' _ <br />6 R=32 3,00 <br />, <br />100' .._ <br />100' <br />I ELEV. 109.6 I n ( 30'� 100' <br />25 I FUTURE BUILDING 25' y <br />n PAD AREA FUTURE BUILDING 25 <br />ELEV. 109.1 <br />1 0 "� PAD AREA <br />FUTURE BUILDING <br />ELEV. 109.6 M PAD AREA <br />o � <br />� O <br />N <br />N N 0 <br />I N <br />7-- L <br />I <br />I <br />LEACH FIELD= 115 LEACH FIELD= I LEACH FIELD= <br />8J00 SQ. FT. 8000 SQ. FT, 110' 8000 SQ. FT. <br />6 0 <br />1 CLQ k9 G <br />0 <br />90' I N <br />7 30'-I <br />FUTURE BUILDING <br />PAD AREA o <br />O <br />`r � v <br />rT <br />d� I <br />n <br />1TD z <br />Q <br />10000 SQ. FT. <br />LEACH <br />FIELD <br />FOR LOT 8 <br />I <br />_I <br />N I NOTES: <br />ELEV. 108.6 1. 2:1 MAXIMUM CUT AND FILL SLOPES <br />2. GRADING SHALL COMPLY WITH <br />CHAPTER 70 OF THE 1991 UBC. <br />I 3. GRADING VOLUME ESTIMATED TO <br />BE 3400 CUBIC YARDS. <br />4. SURFACE RUNOFF SHALL BE <br />CONTAINED AT THE EXISTING POND <br />LEACH FIELD= ON LOT A OF WALNUT GROVE <br />100' 8000 SO_ FT. ESTATE SUBDIVISION <br />109x3 G <br />R 152.85' �� 155.56' _ _ 170.29' <br />7TG. <br />MEET EXISTING GROUND <br />ELEVATION AT PROPERTY <br />LINES <br />EXISTING GROUND <br />Ke W. SIEGFRIED & ASSOCIATES <br />CONSULTING CIVIL ENGINEERS <br />4045 CORONADO AVENUE, STOCKTON, CALIFORNIA 95204 <br />(209) 943-2021 FAX (209) 942-0214 <br />DATE R.C.E. N0. 17,351 EXP. 6-30-93 <br />20' DRAINAGE EASEMENT <br />R <br />FUTURE BUILDING PAD 10, 10, MEET EXISTING GROUND <br />ELEVATION AT PROPERTY <br />30' 2' LINES <br />5" <br />-�.7'-2.3' <br />SECTION B SCALE: 1"=50' <br />NOT TO SCALE 2 <br />JOB N0. AUG. 199 <br />DATE AUG. TRAI NA ESTATES <br />F. B. N0. 573 <br />DRAWN JAB GRADING P LAN <br />DESIGN JAB <br />CHECKED ROC <br />SHEET 2 <br />OF FOUR <br />:OMPUTER ME NO. <br />1RAMNG FILE NO. <br />G -456E <br />