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GRADING NOTES
l 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORES
ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE IN THE CITY OF LAKE ELSINORE, RIVERSIDE COUNTY, CALIFORNIA _ I
�f( LATEST EDITION of THE U.B.C.,APPENDIX CHAPTER 33.
1 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE - -
1 ELSINORE,PRIOR TO ANY OPERATION.
- 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIESGRADING
( AND U.S.A.ALERT(1.800-422-4133)48 HOURS PRIOR TO GRADING.4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 - PLAN
� HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS.
S. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE '
CITY ENGINEER.
TENTATIVE PARCEL MAP 28524
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8. CUT SLOPES SHALL BE NO STEEPER THAN 2-HORIZONTAL TO 1-VERTICAL, UNLESS
OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. g
O
7. FILL SLOPES SHALL BE NO STEEPER THAN 2-HORIZONTAL TO 1-VERTICAL UNLESS gg
j OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90% b
'1 RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. m <�
�- 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE z a
MODIFIED THREE LAYER A.S.T.M.D-1557.70 TEST METHOD. 3 g
9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND cm- z
I INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO I Go
I _ THE PLACING OF FILL
10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL ) 23 I24
PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. 26125 I n I y
11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS NOT LESS THAN I 1! j I� O
12'PER FOOT FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE. -
12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL
SLOPE IS LESS THAN 10',AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES I I, lslc
SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT
OR FILL SLOPES. - •-T-- - - - N/CgOLs.- C� r //
13. PROVIDES'WIDE BY THIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES
OVER THIGH. ¢ z ! MER_M4C:< -
i 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE p SI _ I RD
TOPOFCUTSLOPES..
_ z Puerr
15. NO OBSTRUCTION OF FLOOD PLAINS OR-NATURAL WATER COURSES SHALL BE = z y0U5 ` 3= R a
o Nte 1 aeroz yl oAe_ana a2
PERMITTED. ,� ¢ __
16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING 9 \ - a•
AV \ �� TEMESCaCr •'`RETIGCRNIS Jm aV - w
AND PROVIDE A FINAL SOILS REPORT WHICH"INCLUDES FOUNDATION REQUIREMENTS \\ LAKE �t1-CANYON
L ll9E 320-C-2S60.CA'VLRETE
(SUBDIVSIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL ' \O \ fC51NORE 7 Hsi tnameul_-- EUCALYPT_US_ Z.APRON BASE MATERIAL 19 CRUSNeD.lCeaecarE
\9,� 1 CO OUTLET ■ I CT BH9ET b"MINIMUM T/1/CXNESS. �`
17. GRADING CERTIFICATION BY THE DEVELOPERS CIVIL ENGINEER AND FINAL COMPACTION 1 �9 I Y<�CENTER 1 �ONEY�--_
REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING QGl i \ ) .� `Oq 15 LLRSUE TY cr MA61,;. 3.TYPE R-6 -CdKD lsl/TrER ,� S i
`• I \� -� SUE CT _=OL'u\NOEaL _.
DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. __- --_,- ___.- _- _--- ?�VASCUEZ
Jr. STD.406 SI DE 1✓AGK.
'- 18. THE:PP.EUMINARY SOILS INVESTIGATION DATED 1013158 PREPARED BY WESTERN _ i� y .j`'>gT � m r
\r LN S,CdMMERCIAL DRIVES U!E TRAFFIC INDEX f
ENGINEERING SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE \ ♦ O DON JUAN �� Of,D WITH l'Rl1s11£1) AT ACGfiEGE BASE
COMPLIED WITH. ,\ - ?
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT I •O�'f" 26 25 ' \\, 25� ` TTq GAFFEY DR 9 D
Pf 35 36 36 2'AUX. 9ECTlON
ELEVATIONS ARE REQUIRED, 1 J T� �\• _ Y, <
CERTIFICATION OF
BUILDING PAD ELEVATION.WHERE SPECIFICP •, 'RCIIAB FACE To R/W LINE DISTArlDE
THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH j 7 r' i !9 TO CpNteE6N
_I J-; 4 i Y y a,• ,O AO CDCZB' Ir4 ORDEWAY
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE - CZ9'MIN-4A'NAX.)
ADJACENT GROUND SHALL BE GIVEN. ♦ Sp `'� �, -- 6'-LUM1E -- z
20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO a I ING P". - 'y4 I ,`" \F'E' - ♦ -B�N= -- ED
COMMENCEMENT OF ANY CONSTRUCTION!GRADING. m i 1 G �, rj FLSrNORE'j � - WEAKES PLANE ty 33
33
21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A 5 3 r_(IAIAIFR.C, -. .��/' •a0� i -J°""`' S-`�' JOINTS TRANsITaa c
t4 FU[L//ELaN7 CVRs
SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL /'� �/ >
i SLOPES OVER 30'IN VERTICAL HEIGHT. Qy. VICINITY MAP Lr
-" -- - - NOTE. 15ARRIER5 BLDLnING ENTRY Q\ - Aa1+P SICLNA[A
22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE - "- -_ I fE
RAMP II
SNALLPSC REMOVF_D 6`' 37bENALk
FOOT. UPDN COMPLE'TIDN ZC - -~ _ ElD R6
23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE OF LORST%UCTIOn•AVI,Cp �,{3U�' GYTTE 2 lJNt�- '�:-- ----_--- -
GfIRB fACE +s 1 t•^^-fml N Rr cu
j CLEARED,KEYED,AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION ,y`)MVP yq�4'J 07 "
SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL NI2��Ltl CURD TRAYJrtIgy
MAItH DRIYGWAY APPRQf+eH
MATERIAL SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. 5'MAX• KC E DETAIL
AY ENTRA
o•
Y
1 L
•' D RlVEW
•D T P
WING STAGES:
- I _.... ._ INSPECT CONSTRUCTION THE FOLLOWING
24. -THE SOIL ENGINEER SHOULD INSPEC ��
A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION,AND BEFORE BACKFILL OF 0 C O
i ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES.
' I B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, NdTE. PIPES TD BE PAINTED YOLLOW- - _
BENCHING AND FILLING OPERATIONS. v" UNC,
- S _ WITH wHITEC. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL - � Z°WIDE AT THE TaP fi'/8"BEIdwTNE TDY _ VD. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING �?CONSTRUCTION.25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTAT 12'ON CENTERS OR ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL OF BASE (--
9
9�
HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, h`Ip'L\� _ - _ i �• _
SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 1'ON CENTERS; I IZ•I � ACCESSIBLE BfON E;..,- '�;•d. I
END POST INTERMEDIATE `POST w Ig•r;LP 55.42' �o $ Ig°aLP. 5n.-I', •Lu4 ' ' - I I- CENTER OF BTALL•SEE
TREES,20'ON CENTER,COMBINATIONS 15'ON CENTERS.SLOPES OVER WIN VERTICAL HEIGHT, _ gg
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER ? I DETAIL <j
FL p p,SD I a n <
U.P.C. S CON0IIETE WALK
26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST !� TRAFFIC BARRIER DETAIL m " r ,",f I I CDNCRETewf+En.erOf_ - ' 1 m g
BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. T 3dALEg' ee I I W NCRETE XAMP �� i
r-'��I m z
27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED.AND MAINTAINED I ! 1/L CONLREIE(WOSI MAX I z
I SLOPE 1:12(tS SIDES) �" I
IS Ib- I PROVIDE VWXV4 OKOOVES::
❑ m
NON`
I DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 14 1-Vl'O.C.AS SHOWN ,
28. AL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. TYPICAL REINFORCING IS tt4S b"DC. BOTH WAYS m CONCRETE .: a3
29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE HEADWALL'DFTAIL5 I S'MDE BLUE
,
}'�--2' - I 8'WIDE BLUE TRAF'F7L PAINT
j NorTo S- 1 � SMPING
PERMITTEE.
30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.
31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO - _ HEADWALL 4ECTIDN SYM60ACCESSIDLEPARk1NO 57ALL' ,
NT' 9YMSOL A CENTER OF STALL
COMPLETION OF GRADING OPERATION. _ - -SEE DEUILBUDf ,
32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ,
ALL SLOPES IN EXCESS OFT VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH g-p
SEE 517E PUN
GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. -
33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELFNOTES: - '
- WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES - 4'D�X p' - i
1.SURFACE BLOPES SHALL HOT EXCEED IW PER FOOT IN ANY DIRECTION.
RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH :j .ALHAM6RA FNDY. VA 2AIZ - DEPRESS AC PAVEMENT z BEESITEPLANFORRAMrtoCAnoN6:_ ?
'I GRATE!FRAME WITH 24"X 36" � '
FACILITIES ARE SHOWN ON THESE PLANS. ARdl1ND INLET
c�EAa DPENINc. L4CCE5518LE'pA'RKfNG57ALL
34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED - --f
PAD,PRIOR TO ROUGH GRADE APPROVAL 7 .Y SCALE VB•.n0'
35. APPROXIMATE DATE OF BEGINNING OPERATION: 8115/97 - - ,- t♦P -
APPROXIMATE DATE OFCOMPLETION: 9/15/97 -
36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER _-6- ^ `¢
THAN 3'WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR T OF FINISH GRADES,UNLESS IN y '
THE LOCATION MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE 1 3 L�GW C
04TN WAYS ��- Rep
I i
• SOILS ENGINEER. - o
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN ^�
INSPECTION BEFORE APPROVAL. - --- - CC
38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED 4"CONQ,80TIOM -� v <
i 3'X4'7.3'DEEP DROP INLET DETAIL g L-
' BY THE BUILDING DEPARTMENT. t, i m
MT TD SCALE l C
v
EARTH QUANTITIES REVISIONS THESE PLANS HAVE BEEN REV m
v�F� 4y PLANNING DESIGNATION:
RAW CUT: 12,100 CU.YD. REVIEWED FOR COMPLIANCE WITH
q C .RAW FILL: 12,100 CU.YD. - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR C
AND STATE LAWS, AND A PERMIT CAN BE ISSUED." I -
i C NO.11092 �^ - .
EXPORT: -0- CU.YD
EXP. � 1Y "THESE QUANTITIES ARE FOR ESTIMATING GRADING
4�' cm. d PERMIT FEES.THE CONTRACTOR IS RESPONSIBLE IPtti�LY f�.rs,-.sG/ -/a-14-17 DATE ISSUED: 11
. ',Tf OFOAL( FOR HIS OWN ESTIMATE OF EARTH QUANTITIES. �- -
-'-- RAY O'DONNELL RCE# 26603
BENCHMARK: B-96-61 = 1271.76 QWNER:PARMJIT S.RANDHAWA&KULWANT S.THIND PREPARED UNDER THE SUPERVISION OF PREPARED BY: PRECISE GRADING PLAN }
FROM THE APPROXIMATE INTERSECTION OF COLLIER AVENUE 785N.MAIN STREET ceoeGE BACH - TENTATIVE PARCEL MAP 28524
AND NICHOLS ROAD 175 FEET SOUTHERLY ALONG COWER CORONA, CA 917199,[.��t Lw� - WESTERN ENGINEERING -
41
AND 38 FEET NORTHEASTERLY TO BENCHMARK, 10 FEET PHONE: (909)734-2550 1403 N.BATAVIA ST., SUITE 110
SOUTHERLY OF THE END OF CURB. A CHISELED SQUARE ON R.C.E. 11 92 EXPIRES 12/2000 SUBDIVISION OF PARCEL 3, P.M. 176/82-86
SOILS ENGINEER:WESTERN ENGINEERING DRAWN DESIGNED CHECKED ORANGE, CALIFORNIA 92667
NORTHEASTERLY CURB. 1403 N.BATAVIA ST., SUITE 110 (714)771-7908
( _� �_ _ CITY OF LAKE ELSINORE SHEET 1 of 3_
ORANGE, CALIFORNIA szs67 DEPARTMENT OF DEVELOPMENT SERVICES
TOPOGRAPHY PROVIDED BY OWNER (714)771-7908 7908 SCALE:1"= 20' DATE:5/15/97 1
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