HomeMy WebLinkAboutTract Map 22148 Lot 1-166 Precise Grading P LA) , E
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MOTE TG GOit1'RxCTOR GRADING NOTES'
THE EXISTENCE AND LOCATION OF W • • VrILTTT TIPES. CAiDUIT$ OR ' '
V. f STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Of THE AVAILABLE 1
•
RECORDS. TO THE• BEST OF OUR:•KNOWIAME THERE ARE NO EX IS TI N4,11T 1 L I T I ES A. XI"MOI NG SMALL CONFDAIR It THE UN I FORM BLt 1 L D: 1,
1 EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO 'TAKE DUE . ; MENDED BY ORDINANCE 457.
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY• LINES SHOWN ON THESE l
�. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY PMD RESPONSIBILITY 2. MINIMUM BUILDING PAD AIM ORAIf1A6E SHALE SLOP:
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE FILL IS LESS THAN 10', 2% IF CUT OR F11C
\ DRAWINGS. ♦ DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 PC F t' :-' _ • ' i
• // \ MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SL O• f � .
MAXIMUM CUT AND FILL SLOPES • 2:1 UNLESS OTkC 'i►I'.i r, .
/f3 \ I '
4. ►ROYIDE 6' MIOE 6Y 1' NI6M BERM OR EQUIV+4LCN'
FILL SLOPES OVER 5' HIGH.
Ill GRADING SHALL BE DOME UNDER THE SUPERY 1 S l:�': L = {{�' + 'L�;T SO'L S
7 /� \ f'ot}•truction contractor agrees that in act epwr +gee with generally tteeerrted censtructiett S.
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS E:E', C i'. �.:zc� A;;1
/ ractices,construction contractor will be required to assume sole and complete respt+nsibilit for
3 P �9 s � � i WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR A �: Li • t4: r 1 ' DEEP.
• ', - � /,� i job site conditions dut•ing;the course of constructionof the pmject,including;safely of all persons
/Zg ( and property: that this requirement shall be made to apply continuously- and not be limited to �G� � { -
,t�tD normal working hours,and construction contractor further agrees to defend,indemnify and hold , �. 'A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO Tt;E �._ _ . �_' i,►;; SaFETY
// /ZD - , design professional harmless from any and all liability, real or alleged, in connection with the, St�fldsl.If1/R1�Otl : DEPARTMENT WRITTEN CERTIFICATION OF COMPLETI({: G '.:,:IING It.
pmfoance of Mork on this project,excepting liability arising;fmtn the sole negligence of design 'ACCORDANCE WITH THE APPROVED GRADING PLAN PR i'� - ,= i (►r THE
rm
; professional- - - - - BUILDING PERMIT. CERTIFICATION SHALL BE TO LIN: , G*'=i� ELEI'►.; Jvh AND
C /J7 /33 3L /Z7 ' •2 MO G G i . LOCATION OF CUTIFILL SLOPES.
\ / /Z3 /i/ �••� ""ItiE, 80ON DITCH -MINIM P OF 1 FT.- DEEP ALGA; T_a•
A5
�
/Z'P g "
\, i 6. FINAL COMPACTION REPORT WILL BE REQUIRED FOP it!t_ l .' t_5 G�_-_ATER THAN
/Z3 �`" - _ i ONE FOOT
UNAMORME0 CHANGES k USES i
- - /t/ �5 ek. ; u� SHADING SMALL � Oil['14 COO MMAMCE WITH RL COW.':Elf Dr T 10N S OF THE
6 �o /� //G l
CAMON:The engineer preparing these plans will not be"06nsi cg�lip r
1 PRELIMINARY SOILS INVESTIGATION 8Y HIGHLAND S�1_5 ENGINEERING INC.,
/S7 /i7 0� R //\ for, or liable for, unauthorized changes to or uses of these plans. All &OAff*kprl! i :_ .. , 1832 S. COM+iERCENTER CIR. STE A, " S.B.-CA. D, -`:PTEMB R 4, 1967.
o7/ / �\ g changes to the plans must be in writing and must be approved by the 8t ndkNyryp� i TWO SETS OF THE FINAL COMPACTION REPORT SHALL £_ SU6"'ITTED TO THE
� �` / e7 / \ preparer of these plans. WILDING AND .SAFETY :DEPARTMENT WHICH SHALL INC�t.►,tE FOUR 1ATION DESIGN
• RECOMMENDATIONS AND CERTIFICATION THAT 6RADIr;G l.,S eLEn DONE IN
G 7 ` ` \ /bo /�/01 77 \ _ - . _ -- <. .. ._ , i ;CONFORMANCE WITH THE RECOMMENDATIONS OF THE PREL IK*N'.RY SOILS REPORT. 1
9 ,b / \ - 03 ,d 7& �\ arHONE {n4) 496-1504.
:10. THE CONTRAIyTOR SMALL ADTIFT THE BUILDING AND SAFET! GEPARTMENT, 4080
foeAs LEMON STREET, RIVERSIDE, TELEPHONE 767-6146, AT L EAST 24 HOURS IN
• • � � /�� r" i2 � �G,3R ;lot i ADVANCE REQUESTII� FINISH LOT GRADE AND DRAINAGf IA7RECTION. THIS
INSPECTION MUST BE 1 1=D PRIOR TO BUILDING PERr�, F I N L INSPECTION
37 FOR EACH LOT. ,
g� J y, 7P \ ,
CITE SLOPES EQUA1. TO Oft GREATER THAM 5 I N VERT IC}- rE I,ti AND_ F IL L
Z/ 2G / T 95 d/ 7/ 1t SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIG�; 51�:: l 6_ pIANTEU
3 .
6G � WITH GRASS OR GROUND COYER TO PROTECT THE SLGF'C FkO.�. ERCS10,, AND
27 Z -� ,r 5 /GG 97 7(o w ' / S7 .�¢ 7o G7 \ INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 4f PF,OR TO TEE
cq E v V �\ APPROVAL OF FINAL INSPECTION.
12. NO FILL SHAH *LACED ON EXIST?MG GROUND UNTIE` T i•
k Jl°'�i+ `i5 BLf.I
I 73 / ',/ �¢ �Z 43 •gtf - 4e_5 �. 47 4� So S'9 6 �.� LZ b3 �•'R �G.S GG G7 GD \ LEGEND CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETE'
�= ('R01'IUEJ TO 1.
. SHADED AREAS DENOTE CUT AAD FILL SLOPES. 13. PERMIANE .�
. ' `-- !o ---------f ------ 7 �------- - ----- ---------------- --_-------� 13. DURING ROUGH GRADING WERATIOMS AND PRIOR TO CONSTi• . a_� ---�- DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHO _J' 2. F.F. DENOTES FINISHf100R ELEVATION. DRAINAGE
PONDING WATER AND OHMAGE TO ADJACENT PROPER: :ES .
3. P.E. DENOTES BUILDING PAD ELEVATION.
' 14: DUST SHALL BE CONTROLLED BY MATERIMG OR OTHER APPROVE:: P':'Ki�t-.
4. M.P. DEMOTES HIGH POINT of SHALE. 1S. ALL EXISTING DRAINAGE COURSES Of THE PROJECT SITE r'; ;T COfiTI%".;' TJ
- DEMOTES DIRECTION Of DRAINAGE FLOW. FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTE- . ,V1 ►.�_�aS:'-'E� A!►'.1
SCALE ���= Zoo' S. -� D. .. ,.;,. .�r '
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO Ria i t i rt iA. 6 U1\ 1
t1r6EN0 6. 23 DENOTES LOT HUMBER. PROPERTY DURING GRADING OPERATIONS.
i - 7. 3R DEMOTES FLOOR PIRA DESIGNATION. 16." ,A REGISTERED 'CIVIL 'TWINE•ER OR LICEASED LAUD SURVEYOR S4L1 SUIT;iT
j-A SND/lATE5 CDNST.r[K"T�.� /A,tir CERTIFICATION OF $UILDING PAD ELEVATION. WHERE SPEt:Fi{ Li !���',T I ►', hiE
25 /NOKxre!% for owlMGw.t' 3 0 DEEPENED FOOTING
REQUIRED, 'THE ELEVATION (WITH RESPECT TO MEAN SE►- LEYt � ) :EEC' Fi=
GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT G^00'.1' •LQ FI.CE I.
-- g�--iNOKArNs 4�1E�'Y wuMGrt.Ie' .I d"' , DENOTES ELEV. PERPLAN r REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
• � �QIG /,��-- � GIVEN. -,
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COUNTY OF RIVERSIDE l.M. NO. 1-l9-31
IV BRASS DISC IN CONCRETE CYLINDER LOCATED FROM THE INTERSEC-7I0N GF t
Q Sf�ALE
&KADING DETAIL FRONT ST. AND RAMCHQ CALIFORNIA ROAD. 1.8 MILES N.E. Or:
�� l (� CALIFORNIA ROAD TO THE INTERSECTION OF "RANCHO CALIFORNIA RCAD A;:., J
CTYPIGAI_� + MARGARITA ROAD, IN THE M.M. CORNER OF THE INTERSECTION t 'E. of 1'• : ' , I'
D SIE 0 CHAINLINK FENCE, 21'X16' AROUND SO. CALIF. GAS VALVES, 4' ' R. of f P.
f ` �•(<<i• �� 1 4J (MO. f) 94 N. OF THE CENTERLINE OF RANr"O CALIFOR10A
AL
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