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• • GRADING NOTES
ALL GRADING SHALL CQNF"ORM TO THE UNIFORM SUILDING CODE. CHAPTER /9 T#LE CONTRACTOR SHALL BE '�tE�PONSI L� � � THE CLEARING '
1 U . G OF THE
+ 70, AS AMENDED BY ORDINANCE 457.
PROPOSED WORK AREA, AND 91ELOCAT'ION AND COST OF ALL ]EXISTING .'
UTILITIES. THE COUNTY , - ;HALL BE INFORMED 48 HOURS PRIOR TO
• ' � MINIMUM D�ILDING PADrAND DRAINAGEW � D
S AL'S SLOPE SHALL. BE �.� •IF i BEGINNING OF CONStRUCT ON AT 787,-2025.
CU's' OR FILL, IS LESS THAN IO B`EE'T, 24 IV CUT OR FILL IS GREATER �
THAN 10 FEET. DRAINAGE SWALES SHALL DE A MINIMUM OF ,O.S DEEP AND. ,� A +bOMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% 1
ER CONSTRUCTED A MINIMUM OF 2 FEET FROM THE TVP OF CUT OR FILL
OC�L4PAC7"ION OF' BASE PRIOR TO CALLING FOR SECOND INSPECTION AND
SLOPS. PLACEMENT OF ASPHAU ti,����NG ►
SLOPE REQUIREMENTS
el PROVIDE BROW lipltUM OFDEEP ALON
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G TDP StOF �
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ALL CUT SLOPES 201 HIN.
ALL FILL SLOPES .�. MINS CUA' SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL HEIG
• 1 HT AND '�1
'' r • " FILL SLOPES EQUAL TO OR GREATER THAN S FEET IN VERTICAL+� L HEIGHT 1
PROVIDE 5 FOOT WIDE BY I FOOT HIGH BERM OR EQUIVALENT ALONG THE SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPED.
TOPOF ALL FILL SLOPES OVER 5 FEET HIGH.
• FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMB
won
ER
457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. t .
THE GRADING CONTRACTOR SHALL VARIF'Y WITH THE LOCAL UTILI'T'Y
IF
AGENCIES THE LOCATION OF ALL UNDERGROUND UTILITIES ON THE
PROPERTY.
TEMPORARY EROSION CONTROL MEASURES WILL BE IMPLEMENTED ON ALL CT
ALL GRADING SHAL.1. BE DON UNDER SLOPES EQUAL TO OR GREATER THAN 5 FEET IN VERTICAL
t :
E N ER 'THE SUPERVISION OF A COMPETENT L HEIGHT AND
FILL SLOPES EQUAL. TO OR GREATER THAN S
''`' '- ISOILS ENGINEERA W A FEET IN '
WHO SHALL CERTIFY THAfi ALL FILL HAS »LEEN PROPERLY VERTICAL HEIGHT ,
UNTIL FINAL LANDSCAPING IS INSTALLED PER THE FINAL GRAD �
i PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL. IMG PLAN.
' DILLS OVER ONE FOOT DEEP. SLOPES SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THEI
ACL ' SLOPE FRAM EROSION AND xNSTABILI`TY IN ACCORDANCE WITH ORD
INANOE f
/._. - 7 A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE X10. �S►7" PRIOR TO THE APPRC]VAL OF FINAL INSPECTION11111
1' ' + ' i� ""rr' 1'� BUILDING I N G AND
SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION O� ROUGH ,
V � C11 6 /� EARTHWORK QUANTITIES ��
�Y�'�/Y 4�!'T��J��i�, ���� � � � ! � «�.�S AR� BASED. ON � �. r _
. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO �2 A•C• S'A'VING OVER A G
CLASS III BASE WITHOUT SHRINKAGE AND SUBSIDENCE*
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iISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINEP .
�
• ; GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES&
x'/,w r �' ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF04p_ • �
CUTr*�...� mCU.YDS FIL OD /-9/000
THE PRELIMINARY SOILS INVESTIGATION BY � - L• .��. CU�YDS
INCIZ t,10E6 OORfoW
OF r • - w
i FINAL. COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER
THAN ONE FOOT.
ELLIOTT UHRICH R.C.E. '2205 .,
'--� /0 TWO SETS OF THE . REPORT SHALL BE SUBMITTED TO THE BU I LD I N
G AND �
_ SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
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RECOMMENDATIONS AND CERTIFICATION WHAT GRADING HAS BEEN DONE' IN
CONFORMANCE WITH THE RECOMMENDATIONS OF TH
'�.� � �' -- � •I"A ; E PRELIMINARY SOILS •• •
.,. . �. ,� - REPORT
`•'- dam / THE CONTRACTOR SHALL NOTIFY THE BUILDING G A
I IN AND SAFETY DEPARTMENT,
4080 LEMON STREET, RIVERSIDE, TELEPHONE 787-6146; AT LEAST, 24 0 1110 671%7UG'/�/0^/ 0
,a HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND . DRAINAGE /3 Z4A/, .�r'�� el,r4 0/
► t
' INSPECTION* TH,IS INSPECTION MUST BE APPROVED PRIOR TO SUIL.DING
_ .._
I P I NSPECTxON FOR EACH LOT*
AIIW 6 rER CR66'e A 114e5N 0,6
�• I WO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE ,
� T E GROUND HAS •
' LEEN CLEARED� D OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS , •
•
.� • . �1+ � MATERIAL. •
i
A-02 �'�- (3) ,� � l� IF STEEP SLOPING TE)RAIN OCCURS ,UPON WHICH FILL IS TO BE PLACIEDo
. - #/ IT MUST BE CLEARED, KEYED, AND DENCHED INTO FIRM NATURAL SOIL FOR
FULL SUPPORT. PREPARATION .
, SHALL, BE APPROVED BY A REGISTERED SOILS
LS ,
> vENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL *
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ;
PERMANENT DRAINAGE S'TAUCTURES. TEMPORARY DRAINAGE- CONTROL SHOULD
y 1 4
BE PROVIDED TO PREVENT PONDING WAFER SAND DAMAGE TO ADJACENT
. " -- - PROPERTIIES. ? 41
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• �''�- � DUST SHALL BE CONTROLLED BY W; ATER OR OTHER APPROVED METHODS, •
r4lVANICoW JWJWwW1W 4 ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE I
x'161AIG "ILI- 0R1v4!5--,vim', `S�R1 11v49r1"e DAMIX TO FUNCTION, ESPECIALLY DURING ' STORM CONDITIONS* PROTECTIVE
1 '?Al oP5, 0W Ce4t5 l4 Z2RI1/4�r GI-14EE-r, Iva♦ 0 MEASURES AND TEMPORARY DRAINAGV PROVISIONS MUST ' 8E ,USED TO +�
PROTECT. ADJOINING PROPERTIES DURING GRADING OPERATIONS.
l7 ; S'TABILI'TY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIV
A/A/ TENTH (I.S) SHALL BE
TED BY A SOLS ENGINEER TO THE
BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL, SLOPES OV ROO
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1 ! I I x ♦ 40MZAff tow * A
FEET IN VERTICAL HEIGHT.
/iv 4w 16 A REGISTERED CIVIL ENGINEER O
� R LXCENgkD LAND SURVEYOR SHALL
SUBMIT CERTIFICATION OF BUILDING PAD EL'EVA'TION. WHERE SPECIFIC
M4.4i Ar 'AV orwor ELEVATIONS ARE REQU I RED, THE ELEVATION (WITH RESPECT TO MEAN SBA
LEVEL) SHALL HE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT
4v PA KURZ! GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE
' + ;. .
ADJACENT GROUND SHALL DE GIVEN. "
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DIVERSIFIED ENGINEERING
SCALE: ��' ��r�� A' �'� PLA . .%
SHEET
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