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GENERAL GRAD/NG NOTESCITY OF LAKE E
ONE
1.ALL WORK SHALL BE DONE/N ACCORDANCE AWN THE CDY OF LAKE QS/NO/7E ORVIMWES NO. 801 AND 882 ANO S
xd7 "O"y N&
APPL/aIBLE STANDARDS ANO SPEC/FICAIIONS AND THE LATEST ED/AON OF THE UB.C., CfLAPIFR 70. LOT i p TRA Q.V
2.A PERMIT SHALL BE OBTAINED FROM 771E fW1V£ER/NO MPARTA/EM,'07Y OF LAKE QS/NORE, PRIOR TO ANY 01EPA7101V -- ---
3. 771E DEVELOPER AND/OR 7N£C10N7R4CTOR SHALL NOl7FY ALL UIILBY COMPAN/ES AND U.SA ALERT(1-800-427-4133)48 SITE
--F-- GRAND AIDE.
--
HOURS PRIOR 70 GRAIXNC.
4. 771E CONTRACTOR SHALL NOTIFY THE 07Y ENGYNLER/NG a7A0?7AE7VT AT LEAST 24 HOURS IN AOVNYCE OF BEGINNING OF I II
GRAO/NG OPEAWACWS. PRECISE GRADING PALA - _ -5. OUST SH4U BE COAUROLLED BY WATERING OR OTHER ME7HODS APPR04E0 BY ATEC/7Y EM)NEFR. I - ANC/10R WAY
6 CUT sLoPEs smu BE No sTEEPER 7H4r 2 HORIZONTAL 70 1 4ER=44 UNLESS 07HERWT5E ARP PM,,AND SHALL BE Q
SHOWN ON 711E PL41V
7,F7LL SLOPES SHALL BL'NO STEEPER THAN 2 HORIZONTAL 70 1 MERACAL, UNLESS 07HERNSE APPROVED,SHALL aF SHOWN I I p
6 AILS.s7uLL eE-c0M qP C7ED THROUGHOUT T�Dv x oEas/TY As D PE7ERMINFO er AfE MODIFIED>HaEE L4YER as TMGo1VSTqUC771V SPOILS EART�Hb/�Or9K MQUANTC.Y. CUTI f000 C.Y. FILL
0-1557-70 TEST METHOD. ' I I I III (SEE SHEET 2)
THE ABOVE LISTED OUANT177ES REFLECT THE ENGINEERS LSAM47E LAKE ELSINORE
9-RILL AREAS SHALL BE LYEANEO OF ALL MEGETAAON AND DEBRIS, SG4R/F7E0,AND INSPECTED BY 771E GRADING IAOPE070R OF THE ACTUAL WLUMES OF MATERNAL CUT AND FILLED. THESE
AND APPROVED SOKS IE577NG AGENCY PR/OR 70 IMF PLACING OF FILL. - OUAN7777ES ARE FOR E577MAANG AND BONDING PURPOSE ONLY. 0 L KNOLL
THE CONTRACTOR/S RESPONSIBLE FOR COUPU77NG HIS OWN
OUANNES FOR CONTRACT PURPOSES SHRINKAGE,SU59MIICE GRAND Al/E GRAND ACE
10.ALL FILL MATERIAL SHALL BE CLEAN EARIN. NO RU SHALL BE PLACED UNAL PREPARAAON OF GROUND/S APPROVED BY I
AND ANY REMOVALS ARE BSED ON RED DATA OBTAINED FROM
SO a ,Oqy
THE MILS ENGINEER. THE SaLS ENGINEER AND ACTUAL f/EID C�VLNIION DURING
CONS7RUCAON MAY VARY.
a-
ll.RNISH GRADE SHALL BE SLOPED AWAY mom ALL EXIER/OR WALLS AT NOT LESS INAN 1/7'PER FOOT FOR A MINIMUM OF 1 1 2 3 4 5 61 7'/rl
3; 7HEN IX(MINIMUM)70 RLOKINE OF EAR7Y SWAGE.
12.M/N/MUM BUILDING PAO AND DRgNAAGE SWAGE SLOPE SHALL BE IX/F CUT OR FILL SLOPES/S LESS A!W 10:AND 1X/F .TO gE
CUT OR ALL IS GREATER THAN/0: ORNNAGE SWILLS SHALL BE A A/N/MUM OF 0.5'DEEP AND C6W57RUC7701V A M/MMUM CF PRIME ENGINEERS NDACE TO CON7MCTORS _ I � £
2'FROM THE TOP OF CUT OR ALL SLOPES:
THE CONTRACTOR AGREES 77L4T HE SHALL ASSUME SOLE AND COMPLETE ,NrN�'
13.PROVIDE 5'W1DE BY 1'HIGH BERM OR EOUNNENr ALONG THE 70P OF ALL FILL SLOPES OVER 5'HIGH. RESPONS/BIUY FOR✓08 SITE CONO/AONS DURING THE CDRRSE OF GA
C01VSTR/C5ON of PINS PROTECT, INCYUO/NG S4FF1Y FOR ALL PERSONS o fjTE
14.PROMPE A BROW O/TC//, OES/OWED 70 HANDLE 100 YEW ST"FLOWS ALONG THE TOP OF CUT SLOPES. AND PROPERTY.' IILAT T71/s REOU/REMET✓T SHALL APPLY coAm/OUSLY AND HVV Y
NOT BE L/N/IED TO NORMAL WORIONG HOURS'
AYO MT THE CONTRACTOR
15.NO 065777UCAON OF a000 PLAINS OR NAIURN WATER CO!/RS£S SHALL LTE PERM/TIED. SHALL DEFEND, /NOEMN/FY, Alva HOLD 771E OWNER AND THAT 771E ENGINEER
HARMLESS FROM ANY AND ALL L/AB/L7Y, AXAI OR ALLEGED, IN
16..A SOILS ENO/NLER SVAIL BE RETNNED BY 7HE 09-ROPER, TO SUPEROSE GRADING AND Fn'OWDE A RlML SIXES REPORT CMNECAON N9A7 THE PERFORMANCE OF WORK ON THIS PROTECT,
IW EII INCLUDES fOU$LWAON REOU/REMEN7S(SUBDMS/ONS)NYD EXPANSN£0WR4C7ER/SALS OF THE SOIL. EXCEPAOR ME FOR ENGINEER
ARISING FROA THE SOLE NEIX/GENCE OF 7NE I, /�/ Q
OWNER 7VVUEAN LOrA. f//C/N/TY I A/
17. GRAD/NG CENIIfIG1A0N BY THE DEYECOPERS CML ENG/NEER/NC AND A 17NAL Col/PACAON REPORT BY A SOILS ENGINEER THE EXISTENCE AND LOCA770rY OF ANY UNDERGROUND UAL/AE5'OR
SHALL BE SU9,40T7£9 70 771E BUILDING AND ENGINEFRNG DEPART(DW75 PRIOR TO THE/SUMWE OF BUILDING PERMITS. STRUCTURES SHOWN ON 7HRESE PLANS ARE OBTNNED BY A SEARCH OF
16 THE SOILS ENOINEER/NO 1AWS77G4AOTY Ld47E0 AUGUST 23,2001 PREPARED Sr(BYGLOONI- AVNLA6LE A90ORPS TO THE REST OF OUR KNOWLEDGE, )HRE ARE NOEXS Nls
GEO ENGINEERING.INC.) AND THE DZYNEFRING GEOLOOV/NVESAG4AON 047ED AUGUST 2J,2001 PREPARED BY aOLW-GEO CON77M;UAUAES EXCEPT O MOE ALIINV aV 7NE5E PLANS THE
ENGINEERING,INC SHALL BE CONSIDERED A PART OF THE GRADING PLAN AND SHALL bF COMPLIED W TV AWIECT M IS RITES-D TO TAKE A PR7HERS LINES MEASURE 10 L OCA T/ON MAP
PROTECT THE UAL/AES SHOWN,ANO ANY OTHERS LINES OR STRUCTURES
19.A REGISTERED CMC ENGINEER 0?LICENSED LAND SURVEYOR SIMU SUBMIT CERARTCA7T0N OF 8U2LNNG PAD ELEYAAON. OF NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROIECAaY
WHERE SPEC/F/C ELEYAAONS ARE REOU/RED, THE LZEYA77ON(MITI RESPECT TO MEAN SEA LEVEL)SHALL BE GNEN. IF AN
AND ANY TO, THESE LINES OR ST]N/CIURES. �S
ELEVATION WTT71 RESPECT M AO/ACFNr GROUND SURFACE LS REOU/RED, THE AGIZAL DISTANCE ABOVE THE AW4CENT GROUND
SHALL BE MEN
20.ALL PROPERLY 00R)WFS SHALL BE CLEARLY OQGYEATED/N 171E RED PRIOR TO COAMENCEMENT OF ANY I\114 'i G NOTES
CONSTRMC17aV/GR40/NG F.L LAMES --- I --- - 1. SWAL£S 70 BE CUT IN A 1%MIN.
B
TAB/CBY CALCYTUIIOMS WT771 A FA07OR OF AT LEAS7 1.5 SMIL BE SUBM/77ED BY A SOILS ENGINEER To 777E BUILDING -A"
AT ROUGH GRADE AND PR/OR TO
21. S g
ENIXPARIA/EN75 FOR CUT ANO FILL SLOPES OVER-TO'IN ttF7KN HEIGf/7S o 1. SECRON ii
AND NEER/NG DE
-A"APPLIES WHEN 771E it BUILD/LAG CONS7RUCDON. v n
j 'DIFFERENCE IN PAD ELEY4770(S
EXCEEDS 1.0: I I ELEV. i 2. SEE RIVERS/DE COUNTY STANDARD 207
22.A FINAL COMPACACW REPORT IWU BE REOU/RED FOR ALL RILLS GREATER THAN ONE FOOT. I. I iI rt PAD , I I FOR DRIVEWAY CONST.
2. SECT/ON B-B"APPLIES WHEN THE � I I J J. HIGH POINT SHALL BE LOCATED �
23. IF STEEP ROP/NO)LOWN OCCURS UPON W71/6W FILL/S 70 BE PLACED,/T MUST BE CLEAR£O, KEYED AND BENCHEO INTO I DIFFERENCE/N PAD ELEVA7701VS/S B I I /N THE BACKYARD, 15'FROM THE
FIRM N0764FAL SOIL F6W BULL SUPPORT. PREPAR4AaY SHALL BE APMOVED BY A REGISTERED SOILS ENpNMF PRIOR TO 1.0'OR LESS, ANO THE EX7R4 DEPTH I BUILDING LINE, HAVING AN ELEVATION
PLACEMENT OF FILL AA79714L SLOPES GREATER THAN 5.•1 ARE REOU/RED 70 BE KEYED AND BENCHED. I OF FOOTING IS SHOWN ON THE IE OF 0.3'BELOW PAD ELEVATION. -
RTP of StoPE u, GRADING AND S7RU07URAL PLANS li rxav/P I LEGEND
24. ME SOIL ENGINEER SHALL INSPECT THE CbNSATUCAON OF 7HE FOLLOWING STAGES SnXTWN oN PUNS. I zas aar ' or EtEY.
J. IN NO CASE SHALL THE SWALE ' r
sx M,yr A. ram- x .'n .�j -- S
UPON LY7MF'LET/ON OF CLEAR/LAG NYD DURING EXGIVAAON AND BEFORE BACWFILL OF ALLU!?AL, CYJLLUl21L AND TERRACED u MiN" _PAo BLOW LINE BE LOWER THAN THE SLOPE
AREAS AND ANY SUBS'TRUCRIArS 'a BOTTOM OF FOOTING Wl7H/N 5'
B.DURING ALL ROUGH OMLIA49 AND OPERAAONS NCLUD/NG PRE.-COMPACAON,BENgNNG AND FILLING OPER4AONS. FROM BLOC. LINE.
C.DURING/NSTALA17ON OF Bu/77RESS AND CANYON SUB-DR4/NS AND RVD?M47ER14L 1` _- -- --- 2p LOT NUMBER
D. WHEN ANY UNUSIIAC GRACING CONa770NS ARE ENLOUN7E77E0 DURING CAYS7R1/C7XAV /'� OF° • --- TRACT BOUNDARY
SAEOT/V / p - /'' EXIST. RETAIN/LAG WALL
25.ERGS/ON LIiW71XX.• ALL GR40E0 SLOPES SHALL BE PLANTED W9A/ROSEA ICE PLANT AT 12"ON CENTERS 04 ANOTHER C/ �1/ (/ (/
APPROkM GROUND R118S. SLC'PE5 ANA 15" f VERACAL HEYGY/T, IIIAL 8f PLA 10 GROUND CNIER, TSWLEW RL PLANTED W17H TYRICAL REAR YARD GRAD/LAG TYP/CAL L OT FINISH GRAD/NG P= PAD ELEVATION
APPROVED IIlEE$SHRUBS, OR CaYB/NAAONS THEREOF. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS'TREES 20'ON � FF= FTN/SHED FLOOR ELEVATION
CENTER,•COMRINAAONS, 15'CW CENTERS SLOPES OIER 3'/N VERACAL 9,96WT SHALL HALE PERMANENT/RRIMTON SYSTEMS NTS --- DIREC77ON OF FLOW
NTY B46KTLOW PREMEWAON AFW'ES PER U.BC., CHAPTER 70. A78
T W. TOP OF WALL
T F. TOP OF F0077NG
26.APPROVED PROIECAME MEASURES ANO TEMPORARY DR41NA6E PROV490NS MUST BE USED TO PRCUECT Aa/IXNING
F.G. FINISHED GROUND
PROPERRES DURING 771E GRADING PRCUECT.
5'Mint s'M/N. s'W F.L. FLOW LINE ,.
27.APPROMFD EROS/OW PREVEh9A7AE DEICES SI ALI BE PROWaD AND A INTNNEO DURING 771E RAINY SEASON AND SHALL BE 3'MM!FL 1 2' FL J,MOt J'MIN.F.L '72" F.L. a'MRt T.B. TOP OF 6"A.C. BERM
IN PLACE AT 771E END OF E4 YJ LAYS WOHK I I
I RETAIN/LAG OR BLOCK WALL (BY SEPERATE PERM/T)
28.ALL WORK SHALL comFORA TO 7HE C/7Y AND STA7E coNs7Ru/GTav S4RE7Y ORDERS. EXTRA DEPTH of OF I I I g
F00M O70 1L
ON O ItW '�SWI OWUNE r0 BE 11111 BTWEEN E
2S LAIN. TOE OF P.
r-
I yw L AAO STOOP OR FACE WA AND S700P
M THE LOCAALW AND P/707ECADN OF AU UAVAE5/S THE RESPONS/B/UlY OF THE PERM/77EE. s I I I m i I ON A M ALONG�GE-WEof
30.AN APPROVED SET OF GR10/NG PLANS SHALL BE ON THE✓OB.SAE AT ALL AME5. I I T'�ot'ss°R T,�: I
PAD ELEY. I 2 Aft P.10 FIE✓ �2M
.71 SANITARY FACILITIES SHALL BE ANNTNMv ON THE SITE RROM BEDINN/NG M COALPCE770N OF GRADING OPERAmv 2s Mat 0TD'T ANi: PAD E7[V..' B"ANN DEEPENED FDOPNG32..ALL SLOPES SHALL BE PLANTED AND/RRIC4AON FAC/LIIIES SHALL BE PROMIOED FOR AU SLOPES/N EXCESS CF 3 FEET a �VERACAC 100HTWITHIN 90 MYS AF7ER COMPLL77av OF ROUGH GRAO/NG AND SHAD BE/N ACCORDANCE WITH ORRNANCE NO. *8B2 PRIOR TO 7HE APPROVAL OF R7NAL/NSFECAON 2s AM u AMaa• -BE CONSMWTE7 Ar 1 1/2PROPosm aooR sroDP
3IE 21 Mar AND TTAasN ENa PAD g .
,T3 ANY CONTRACTOR PERWRA/NG WORK ON TH/S PROTECT SHALL FAM/LGW/ZE HIMSELF mm 711E s/7E AND BE SOLELY RES
A63`9aVS SECT/ON ®E - O v SECT/ON ®A - A ® g
IRE fOR ANY MAAGE TO EX/SANG FAC/CRIES ULANG DIRECTL Y OR/ND/REC7LY F76/HIS 0PERA7)LW #MTHER 04
NOT SVOV F.40LNIES ARE SHOWW ON 7HE5E PLANS Underground Service Alert NTS
34 THE DES/l,W ENGINEER SWU PROMDE A M/N/AUM OF ONE BLUE TOP PER FIN/SHED PAD, PRIOR TO ROUGH G/LAOE DIG E R T A7TS
AP4RDVAL ,.._. 0-if 4J>Jb Av- 'I 43
Call: TOLL FREE
.75. THE APPROX/MATE D47E OF A'MNN/NG ORDUTON.•GEC.2001 IXYELOPEk 50/LS ENGINEER, BENCHMARK.• RIy T V D 7EY ft A N)A9 7T rO MFLi'SCH4RGE
CWPUWay.• FEB.200f 1-8 OO PACIFIC COMMUNITIES BUILDER GLOBAL-GEO ENGINEERING, INC. I EFS/DE COUNTY BENCHMARK. N 23-80 KWICProN s� 7RX SM >o,4 TF
f f/2'NUM/NUM 04P/N 6"CONCRETE MUN/C/PAt NW TNaalau7 srcwM W:47EN a.&OukCEs•
36. NO POCK OR OTHER/RREDUC/BLE U47ERX WIM A AAX/MUM LI0LN5/ON GREA7ER 7AfAN 3"MLL BE PLACED/N 17LLS WITH/NVIWQN�
2 2 7-2 6 O O 1000 DOVE STREET - SUITE 100 2712 DOW AVENUE - SUITE 'B" COLLAR STAMPED 1265,92'. N.P.QES PERMIT NI/MBLR' A47E PERMIT
Ra40BE0 AREAS OF 3'OF RIN/Sri'0940ES; UNLESS THE LOCAAON,MATERMLS AND D/SH054L METHODS ARE SPEC/RIrAUr NEWPORT BE60- 92660 (7 7 49 660 8988 D E(EYg7I0N,• f266.41 8 33✓3000055 2119102
APPROMIDBYTHESO/CSENG/NEEIZ A9S DEfORE 90U DIC <949>sso-B9E:a (949)660-8968 G
37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DWAGEDEYTSE0 AN0 OBTNN/ASfECTOV BEFORE APFROYAL. / 03 REPL07 LorS 6 7 r' -T�•O2 CITY OF LAKE ELSIN(,LRE SHEET No.
�ypFE$SIO,V,, susav, mAaaEiNc. CITY OF LAKE ELSINORE LOTS 1-10 1
38. CRAa'NG PLANS W1U NOT BE APPROVED UNAL ALL RETAIN/LAG WALLS ARE APPROVED BY ME BU/LA1NG DEP.4R7MEHI. F,.STEV�''�! EMI ENMEWS UN0 allNLWS UNp SUR MTS 18195A/7N/RAI07TM9SW7Ec ryyESE pyNS HUE BEE7V RENEWED FOR CY7MPLGWCE W77h'771E �
ski c TRACT 19358-3
DaNAME.10130GRAD/LAG NOTES 4 '` hWNn-CVf"92714 APPROPRIATE CONDIXINS OF OEYQOPMENT AND/OR C17Y AND
No. 22446 (949) STATE LAWS,ANO A PERM/?CAN BE-/S3'UED' TITLE SHEET
EXPIRES {r PREPARES u ER E SIGN OF: p d,4'� PRECISE GRADING PLAN of 2 SHEETS \
9 C30IVIL 5 / /J?02, DATE BY MARK REVISIONS APPR. DATE R OOOTTNyy��� WA �'ZI-Ot
�P RAYM D 000NNELL 047E FRE No.
017Y ENGINEER R.C.E.126603 PREPARED FOR:
9rF¢ pR /10HN E.5 N R.C.E.2 446 TE DESIGNED BY: DRAWN BY: CHECKED BY: SCALE.-AS NOTED