HomeMy WebLinkAboutLot 36 Precise Grading I� No�
1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract ■ 24187
CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE
ROAD
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM MA R 1ANNAIt, I
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. IS � 9 � Cn
3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise ding
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4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL VIA RAMI cc)PAUBA
FILL SLOPES OVER 5' HIGH. ,n �f
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND c)t CAW
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SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00
TOP OF CURB PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLSIn aROADOVER 1 ' DEEP. TCIemecuaae alifa
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA Flow LINE E
ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ♦`
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
TRACT Pio FICO �-
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7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG FINISHED SURFACE FS 24188 , �� �
RD
TOP OF CUT SLOPES.
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GARAGE FLOOR GF 0000.0
8. FINAL COMPACTION REPORT WILL BE REQU I RED FOR ALL FILLS GREATER THAN -__-__� Hwy. �g
ONE FOOT. PAD ELEVATION PE 0000.0 �- - - �- - ~-~-_----~=�_�