Laserfiche WebLink
PROPOSED EDGI <br />OF PAVEMENT <br />SFF SNFFT 0 <br />L_f__ <br />LLI� <br />ry <br />INN <br />Q <br />U <br />Q <br />MACARTI <br />WITHIN T <br />NOT PAF <br />FINISH FLOOR 1'- 00" MINIMUM-/ TYPICAL BUILDING PAD <br />ABOVE ADJACENT GRADE --- <br />N. T. S. <br />m <br />m <br />V <br />V <br />PLACE 1'- 00" FILL (COMPACTED THICKNESS) <br />NOTES. <br />C; <br />AT BUILDING PADS. SCARIFY AND RECOMPACT <br />EXISTING GRADE TO 90% RELATIVE COMPACTION. <br />BUILDING PAD <br />V <br />PLACE FILL IN 6" LAYERS AND COMPACT TO 90% <br />1. ALL GRADING SHALL COMPLY WITH 1994 U.B.C. <br />COMPACTION. (WHEN LOTS ARE DEVELOPED) <br />1% _ <br />1% <br />CHAPTER 29 AND APPENDIX CHAPTER 70. <br />2. NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL <br />TO 1 VERTICAL. <br />-� :' • w 'f ". <br />�> <br />3. LOT OWNERS SHALL BE RESPONSIBLE FOR MAINTAINING <br />GRADE TO NATURAL DRAINAGE COURSE <br />I <br />THE DRAINAGE SWALES LOCATED ON THEIR LOTS. <br />\�{ ��F5 <br />OR GRADED SWALE AS SHOWN ON GRADING <br />4. EXISTING LOTS SHALL REMAIN UNGRADED EXCEPT AS NOTED <br />" <br />PLAN. (TYPICAL) <br />ON THE PLANS. LOT AREAS WITHIN THE VICINITY OF BUILDING <br />SITES SHALL BE GRADED AS SHOWN ON TYPICAL LOT GRADING. <br />REFER TO SOILS REPORT FOR SITE PREPARATON. <br />FINISH FLOOR 1'- 00" MINIMUM-/ TYPICAL BUILDING PAD <br />ABOVE ADJACENT GRADE --- <br />N. T. S. <br />m <br />m <br />V <br />V <br />