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�l <br />112x3 <br />3 <br />Q <br />i <br />11+00 <br />-- 111x9 <br />BATES <br />EXISTING EDGE <br />OF PAVEMENT 12+00 <br />71 �... <br />m W <br />z <br />N <br />W <br />"DESIGNATED REMAI <br />42,137± SQ. FT. <br />EXISTING WELL <br />NDER" <br />EXISTING IRRIGATION <br />13+00 14+00 <br />110x8 s <br />PARCEL 1 <br />43, 619± SQ. FT. <br />110x7 <br />110x4 <br />110x4 <br />N <br />SCALE: 1 "= 30' <br />0 30' 60' 90' <br />y; I <br />15' S.D.E. <br />I <br />110x6 110x5 <br />— --112----- I <br />tiiQ'j 1 IX9 110x8 <br />I <br />12x3 0> 112x3 <br />00 IF <br />?� 362 LF 12"D PVC SDR35 <br />` LEACH FIELD I ® S= .0035 <br />10,000 SQ. FT. <br />I <br />I � I <br />\ \\ I f12 110x7 <br />EARTH SWALE 111x2 <br />LEACH FIELD I S= .005 (TYPICAL) <br />10,000 SQ. FT I SEE DETAIL BELOW \ ( 1 <br />PARCEL 2 <br />47,343± SQ. FT. 1° <br />I I � <br />\ \ <br />-CiREMOVED AND CAP EXISTING <br />IRRIGATION LINE PER BANTA <br />�+ CARBONA IRRIGATION DISTRICT <br />(----------� Gi <br />o I I <br />EXISTING 6' HIGHh I 111 x 1 <br />MASONRY WALL 7.5'-�- 110.6 fL <br />�-q <br />---------- �-pCATCHBASIN - 111x1 <br />111x5 110.5 RIM <br />105.12 INV.(N,S) <br />1\0111 LO \ h <br />0 � <br />IWA1\1rYJ J _EJ _/1 rr S ON r 1\10. 4\\\ °h y;' � 15' S.Q.E. <br />I I - <br />IL' <br />_------� SIDE SLOPE 5:1 <br />VARIES 6" TO 18" <br />TYPICAL LOT SWALE <br />DETAIL: EARTH SWALE B <br />NOT TO SCALE z <br />NOTES•' <br />1. EXISTING LOTS SHALL REMAIN UNGRADED EXCEPT AS NOTED ON <br />THIS PLAN. LOT AREAS WITHIN THE VICINITY OF BUILDING SITES <br />SHALL BE GRADED AS SHOWN ON TYPICAL LOT GRADING, BELOW. <br />2. LOT OWNERS SHALL BE RESPONSIBLE FOR MAINTAINING THE <br />DRAINAGE SWALES LOCATED ON THEIR LOTS. <br />3. ALL GRADING SHALL COMPLY WITH 1994 U.B.0 CHAPTER 18 AND <br />APPENDIX CHAPTER 33. <br />4. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. <br />--------------------------------- <br />--------------------------------- <br />10' <br />— - <br />10' S.D.E. _ <br />I <br />I <br />I <br />PLACE 1'—O" FILL (COMPACTED THICKNESS) I <br />AT BUILDING PADS. SCARIFY AND RECOMPACT <br />EXISTING GRADE TO 90% COMPACTION. PLACE <br />FILL IN 6" LAYERS AND COMPACT TO 90% <br />COMPACTION. (WHEN THE LOTS ARE DEVELOPED) <br />I <br />BUILT UP 1% <br />1% I <br />�— BUILDING PAD y <br />I <br />I <br />TO NATURAL DRAINAGE COURSE <br />OR GRADED SWALE AS SHOWN <br />ON GRADING PLAN. (TYPICAL) <br />I <br />FINISH FLOOR 1'-0" MIN. <br />ABOVE ADJACENT GRADE <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYPICAL BUILDING PAD <br />NOT TO SCALE <br />PINKERTON FRAME & GRATE <br />OR EQUAL A-101 / A-108 <br />SOLID COVER FOR JUNCTION BOX <br />-, 6" LAYER WASHED AGGREGATE <br />IR <br />` <br />DATE <br />U BOLTS <br />DRAWN BY <br />D <br />K.Y.L. <br />III -1 I �I� I <br />E-1 <br />Z <br />Z <br />97-111 (97361) <br />o <br />�Q <br />5 <br />� <br />• • <br />I I <br />MIRAFI 140N <br />Z <br />Q <br />m <br />0 <br />U <br />=111LI111 <br />�Az0� <br />J <br />CL <br />J <br />I1 Ejj �l I T:::111 <br />CONCRETE COLLAR <br />O <br />�\\ <br />/ <br />Z <br />W <br />W <br />co w <br />CLASS B CONCRETE <br />0 <br />Ld <br />W <br />> <br />F--�1 <br />U <br />0 <br />6" <br />Z <br />CL <br />� <br />a <br />• <br />24"0 <br />o <br />�z <br />A <br />W <br />a <br />z <br />c <br />6" <br />' <br />AT END <br />OF LINE <br />0 <br />— <br />CATCHBASIN SLOPE <br />STORM DRAIN <br />BOTTOM <br />WITH CONCRETE <br />I <br />FLOW <br />� <br />FLOW j <br />140N <br />PRECAST REINFORCED <br />CONCRETE PIPE, CLASS 111 <br />STORM DRAIN FROM NEARBY <br />CATCHBASIN WHEN APPLICABLE <br />CONCRETE BASE --� 'SLOPE BOTTOM WITH CONCRETE <br />CLASS B CONCRETE AT END OF LINE CATCHBASIN <br />NOTES: <br />1. FRAME AND GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING TO ASTM A-48-30. <br />2. FRAME AND GRATE SHALL BE HS20-44 RATED. <br />3. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN. <br />4. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE. <br />5. 1/4" x 6" U BOLT CAST INTO GRATE AND FRAME. <br />CATCHBASIN JUNCTION BOX A <br />NOT TO SCALE 3 <br />SIEGFRIED ENGINEERING, Inc. <br />Civil Engineering In Land Surveying ■ Structural Engineering In Planning <br />4045 Coronado Ave. ■ Stockton, CA 95204-2396 ■ 209 943-2021 ■ FAX 209 942-0214 <br />DATE <br />a <br />DRAWN BY <br />D <br />K.Y.L. <br />z <br />E-1 <br />Z <br />Z <br />97-111 (97361) <br />o <br />�Q <br />5 <br />� <br />3 <br />OF 4 <br />SHEETS <br />Z <br />Q <br />m <br />0 <br />U <br />Q <br />�Az0� <br />J <br />CL <br />J <br />O <br />�\\ <br />/ <br />Z <br />W <br />W <br />co w <br />0 <br />0 <br />Ld <br />W <br />> <br />F--�1 <br />U <br />0 <br />1 <br />Z <br />CL <br />� <br />a <br />• <br />o <br />�z <br />A <br />W <br />a <br />z <br />c <br />0 <br />DATE <br />a <br />DRAWN BY <br />D <br />K.Y.L. <br />z <br />E-1 <br />Z <br />Z <br />97-111 (97361) <br />o <br />�Q <br />5 <br />� <br />3 <br />OF 4 <br />SHEETS <br />Z <br />Q <br />m <br />0 <br />U <br />Q <br />�Az0� <br />J <br />CL <br />J <br />O <br />�\\ <br />/ <br />Z <br />W <br />W <br />co w <br />0 <br />0 <br />Ld <br />W <br />> <br />F--�1 <br />U <br />0 <br />Q <br />Z <br />CL <br />� <br />a <br />• <br />o <br />�z <br />A <br />W <br />a <br />z <br />c <br />DATE <br />cp <br />co <br />DRAWN BY <br />K.Y.L. <br />CHECKED <br />E-1 <br />Z <br />Z <br />97-111 (97361) <br />U <br />� <br />z <br />3 <br />OF 4 <br />SHEETS <br />�Az0� <br />V <br />co w <br />r� <br />F--�1 <br />z <br />a <br />�z <br />A <br />W <br />z <br />c <br />0 <br />DATE <br />5-8-98 <br />DRAWN BY <br />K.Y.L. <br />CHECKED <br />BY A.J.L. <br />.toe NO. <br />97-111 (97361) <br />SHEET <br />3 <br />OF 4 <br />SHEETS <br />