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PROPERTY LINE i44 I T 153� 156 �1 ,e P, IG
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ONS
DETAJL HEREON.
HP HIGH POINT 129 .,"
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DRAIN40E WCH STANa4RD NO 306� TYPE
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CONS7MXT 3010 WDE CONC. DOW DMUN PLER CITY OF' TEMECULA 26 LF
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CONST. COW. RIP RAP EW&EDM DWPAWR DOW PER DUAI
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WID GRADING NOTES:
1. ALL GRADING SMLL CONFORM TO THE LATEST PROMION OF THE CAL*VRW BUXDOW CODE
APPENDIX CWf TER 33 AS MENDED BY ORMANCE 93-04.
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4.
NOTE
91.1 LLWAV
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PARK TO BE CONSTRUCTED PER
PARK SITE PRCISE GRADING PLAN.
V, DRAINAGE
2. t"LL BE IX ~1AGE SOMES SNALL BE
WAKN MRDM PAD AAV DRA)NAGE S*QE` S1LOPE` A
E,
o�-,7�
f .1 MAXIMUU CUT AND FALL SLOPES 2.-1.
,17 3, MINIMUM OF 0.21 DEEP AND BE CONS7WCTED A WANNOM OF 2' ROM THE TOP OF CUr OR RLL SLOPM
F
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PW-1�, 'A
4. PRWDE* 3' *VE BY P HM BERM OR EWWLE-W ALOW TW TOP Or ALL FALL SLOPES OVEW 3' MUM.
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............. 0
%
............. ALL GRADW SN4LL BE DOW UNDER 7w wyntsm OF cou%rEw sots EwwEER *w smALL
wo
CERRFY THAT ALL RLL HAS BEEN PROPERLY PLACED AND W40 SMALL SUBW A F/W COMPACTION
Z, REPORr FOR ALL RUS OVER I* DEEP.
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AL A ftVSTAW CML ENGMIER SHALL SUBWT TO TW CITY EMWJEMM DEAARTWW *MjjEN
'71
CERWMATM OF COMPLE77ON OF ROUGH GRAMNG IN ACCORDANCE WffH THE APpROVED GRADM
PLAN PRIOR TO ISSUANCE OF THE BUILDIAFG PERUff CER`77nCA77ON SMALL BE TO LINE, GR4DE,
..........
................. ..................................... .......... ........... v,
........... .......
............ ............ -:70 ,
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.... ......
ELEVA77ON AND LOC47700V OF CUT* FILL SLOPLES.
............. rl
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..........
PROWDE BIWW DITCH DESANED TO HANDLE 100 0 ALM, ALOW TOP OF aff SlLOPES.
..........
TR. BOUNDARY 2
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.... .........
...........
....................
a FPW CO&OMMION REPORT 10ILL HE AEOUIRED FOR ALL FALLS GREATER "M ONE FOOT
0.5
4
4
"MMTMS OF THE Pftq-MMfff SMS
.9. ALL M&W "LL BE DOW AV CONFORNAACE WN RECOMW
1" 2.5*, 2.5* INVESTIGATION BY CONVERSE coNsuLTAArrs (PRoxcT Av 96-81-420-01) WED 4-26-96 AND ALL
A"NO4 THERETO TM SM OF THE RhAL COMPAC77ON REPORT SHALL BIE SUBWTT]ED TO THE Cn'y
............
...........
f ENGINEERING DEPARWENT IWICH ShALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
A..
........... CERTIFICATIONS 7NAT GRADING HAS BEEN DONE MV CONFORMANCE WffH THE RECOMMENDA71ONS OF
20 TO 4'0 EXPOSED qN,
THE PRELIMINARY SOILS REPORT
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PARK SITE tj`
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10. Tw C&fmcmR _%mu Nomy THE cff Y mawmw DEPANnow, 7M (9M)ff#-6411 AT LEAS7
HOURS IN ADVANCE REWESMG FNISH LOT GRADE AND DRA/M4GE WSPEC710N. THIS IASPLrC ON
SCAM I too
77
'n, q MUST BE APPROMED PRIOR TO BUILDING PERMIT' RA64L INSPECTION FOR EA
OWNER/DEVELOPER:
CH LOT
0
100 1200' 300
. ................ .................
4WD C064MUN1FRES j
I&qff- ... .........
It. CUT StOPES EOU& TO OR GWATER TH" 5' IN WR7ro1V_ Wfaff AM FALL SLOPES EQW To OR
27393 YNEZ ROAD, SUITE 2W CONCRETE GREATER THAN 5' AN WRnCAL HEIGHT SHALL BE PLANTED WTH aUZ OR GROUND COVER AS SWW
7EWCUL4, CALIFORNM 92-591 SCALE IN FEET r REINFORCED CONC. ON THE APPROWD LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILffy IN
(909) 694--"72 W/ exe WWM. R/W 609 ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION I Z06 PRIOR To THE ApPROVAL OF FWAL IWMM
ALLUMM QQLLUWX TERRACE DRAIN SECTION �C"�-"C" MIT 11 NO FlLL S1WL W PLACED ON EXISTM GROUND UN7AL 7W GROUND HAS BEEN CL64MV OF *FEW,
N.T.S. (PROP.) STREET DEBRIS, TOPSOIL. AND OTHER DELETER00US MATEML.
106IN BY COMW CWMrANM STAW ALUWN AW COU&MM AW 13 IF STEEP SLOPm mwRAN occuRs Lpew wom nu is m &r mAm, ff musr &r axwD, KE=
7W SOOLS ft-POW WED 05 N.T.S. �b
EXPECTED TO ShIWW ON AN AVERAGE OF AFrROXMTar 12X BY VAXUW , WTH VAM7XW FRW LINE SPILLWAY W AND BENCHED INTO F7RM ANTURAL SOIL FOR FULL SUPPORT PREPARATION SMALL BE APPROVED BY A
10X TO 14X SHAYNKAGE BY KXUAC AT VAMUS RAVINE LOGAM6 AND AN PAU134 VALLEY SUBSIMCE "B EET144 h 31r C.M.P. MSER REGISTERED SMS ENGINEER PRIOR 70 PLACE)WENT OF FILL A447FRZAL.
IN AAVMS AND THE VALLEY DUE TO EARThWAW ACWT & SANDBAGS ON 5'
IES MAY RANGE LP TO 0.2 FOOT 2 SEE DETAIL BELOW
PAL434 BOTH SIDES 14. DURM ROU1W GRAMW OPERATIONS' AND PRIOR TO CONSTR!XTON OF' PERAIANENT' DR4ft4GLr
RIP-RAP DISSIPATOR 50 SM)CTURES� TEMPORARY DRNM4GE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
AMD 05/ft/W MY CONVEW COMATAM STATS SWLOW PCOO(S AWN WIDE
7W SO&S ft-PORr D TWK 10 AND L14AUGE TO AWACENT PROPER77ES
AND MEDIUM-DENSE DEPOSRS tA4Y SHRINK FROM 10 TO 14X BY VOLIAWE WfEN PROPLcRLY RLrC0A1PACT0. N.T.S. SPIL I MIN. 15. DUST SWU BE CONTROLLED BY WATEMM OR 07NEW APPROWD A*7hMS
DEW PAU84 BEDROCK 6 EX
PEC7ED` 70 SHRINK FROM 3 TO 6 PEWENT MEDIUM-DENSE AND DENSE CO- "C 16. ALL EX57AOG DRAWAGE coUIr3Es oN THLr pRojECT SIT A&iST CopMNULr To FE#yC7"V
BE[)ROCK ARE OWwOUTED THRm�4vuT THE PRa)ECT SITE ff IS RECOWNEND THAT AN AMWGE ShMNAGLE
E3pECjALL Y
OF 7X BY KXUME MAY BE USED TO ESTIMATE SHRIWAGE FOR THE PAUS4 BEDROCK. SUBSIDEACE OF THE SECTION 13"D GR4TEASSEURYDETAX DURING STORM CONDMONS PROTECTIVE MEASURES AND TEMPORARY DRAIN40E PROVISIONS MUS'r
EXMSM SURFACE #V DEEP CVTS WO ME PAUSA BEDROCK IS EXPECTED To Jr AIRVC/IX& EXCLWW & 11'r X S7M SYPW BE USED TO PR07ECT ADJOIN#VG PROPERTIES DURING GRADING OPERATIONS
OF *FT MEWHER EARTH1019W D0STURSANCE NOTE: N.T.S. AW *W 3/r MXT 17. STABUTY CAM)LATONS WN A FACTOR OFAT LEAST ONE AAV F7VF TENN (1.5) 9WL BE
DOCUMUM AM 1902CL419VIED FX
C TO r ANGULAR ROCK SUMMED BY A SOILS ENGINEER 70 THE C17Y ENGINEERJW DEPARTMENT FOR CUT AND FILL SLOPES
THE SOILS RMW DATED 05106199 BY COMW caNsMrANrS SrATS q%WpjKAff OF DOCE447MV EMBEDDED IN CONC 'Y -A OVER 30' IN WR77CAL HEIGHT"
RLL A64Y BE NEGLECTED sHRINK4GE OF, tmocwrmw FALL imy BLr TAKEN AS isx To 2OX. PITCH W1 r-4" EXPOSLrD I& A REWS7ERE CIVIL EWINEER OR LKX76M LAAV SUI?W'YOR SM4LL sumw m7mcATION OF &&Dm
PAD ELEVA77ON wHERE spmnc ELEvAnays ARE woulRM THE ELEvAnoN (wrH REspEu u
VARIES 6' TERRACE VAMES TO EAN
DRAIN 1160 SEA LEVEL) SWU BE GIVEN. IF AN ELEVA77ON WTH RESPECT To ADJACENT GROUND SURFACE s
SUMMARY SEE DETAL 2% N SWL AF Jr C.SP. 14 G4" ANVU& OR REQUIRED, THE AC71J& DSTAACE ABOVE THE AWACEW GROUND SWALL BE GIVEN
70TAL aff.- M,5W CU. YM
ABOVE It EROSION CONMOIL: ALL GRADED SLOPES SHALL BLE PLANTED *TM NOSEA 10E* PLAAff AT 120 ON WVMWS
A A L rERM rA T A A FA V WD 8 Y I WNEER 112' )( IA'e M X.
70TAL FXL* 205,40 CU. W& OR ANOTHER APPROWD GROUND COVER SLOPES OWR 15, IN PER77CAL HEIGHT
SZOr OR IIZ- 7V 1-112- ZK HOLES, 10--11- OW CENZER, IN A"M To GROUND
AAV SW)5� MLES OUr #17H A #EZDIAV 70RCH ARE COVER, SH4LL BE PLANTED WUH APPROVED TREES, SAWW, OR COMBINATION THEREOF SHRUBS SHALL
Ll IN WR77CAL HEIGHT SHALL HAVE PEWANENT
ACCfPrA6EC. 7W SWU htYES SAWL bf MV ON rW BE PLANTED AT 10' ON CENTERS.
SOILS ENGINEER FS CER TIFICA TE: SLOPES OWR 4
H
1.0w MW 70P PLAiX GRAWZ a4CKET (18 9VH ff/ 1 112 AO I SW IRRIGATION SYSTEMS WT71H SACKFLOW PREVEN7700V DEMES PER UPC, Ch4P7E*R 10.R
S.0 F"T
Or AMME REVIEWD TMS GRADWG PLAN AND FW IT TO BE OV SU01STANnk COWORMANCE SLOPES) &L AROMAV 80776W Of'RISER.
20. F?NISH GRADE ShALL BE SLOPED AWAY FROM ALL EXTERIOR NKLLS AT NOT LESS TMN 114- MEW FOOT FOR
WH 7W RECOMMENDA77ONS OF OUR SOILS REPORT, 99-81-112-01, DATED MAY 6,1999
f A-8RC f I 2TR A WNIMUM OF 3 FEET
CONVE'RSE CONSULTANTS I g�L i L
1.aT 1AW
INLAND EMPIRE 21. NO OBSTRLC7700V OF FLOOD PLAWS OR MAT&RAL N147ER COURSES' SWI BE WWT7ED.
"B
10391 CORPORATE DRIVIr.
24?- ALL PROPERTY CORAERS SMALL BIE CLEARLY DELNEA7ED #V THE FIELD PRIOR TO CWWWEWW OF
5* ::5
REDLANDS, CA 92374 (909)796-0544 AASHA# S.E OU42Y, P.E. C048651 Ir r % ANY COIVSTRUC77ON GRADING.
QC
6 /4 BARS 0 1 r OC
23. APPROVAL OF TWW PLANS BY 7W Cff Y OR ITS` AGENTS DOES NOT RELIEW TW APPLArAW AND VS
ENGINEER FROM THE RESPONSAENWY FOR 774E CORREC77ON OF ERRORS OR OA#SSXWS DiSCOVERED
FO BASIS OF BEARING DURING CONSTRUCTION UPON REQUEST, THE APPROPRiATE PLAN REVISIONS SHALL BE PROMPTLY
Underground SEr 7U SEC7XW IN 1Wr CONC&M
THE BEARINGS SHOWN HEREON ARE 34SED ON A PORT70N GROUNI) SUBMI77TD TO THE CITY ENGINEER FOR REWEW AND APPROVAL.
FOOTING AND TROWEL OMDE TO MW
Servfco Alert 'T'177 -CTM "P-"A"
SE
OF' THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS
"v.
Of SOU&MM Cd#f&7* SHOWN ON PARCEL MAP NUMBER 234J2 RECORDED IN -L-SAF-7
BOOK 159, PAGES 36 THROUGH 61 OF MAPS, RECORDS N.T.S. WCTM 19'1�_190 N.T.S, MEW--MNIM--AmEw- JEWORARY CMP RMSR DETAL_
Cok 7VU FREE N.T.S. N.T S.
1-800 OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2.7562,rW 4 :.
422-4133 NOTE- 6WADING NOTES ARE PROVIDED VERSA77M PER THE REOUIAtVENTS OF THE CITY OF
MV WORKM fMY3 SERW YW M TEMECULA PUBLIC WORKS DEPARTMENT AND ARE SOLELY SPECIFIED AS SUCH. Ar AIVCHM ACCK MK 5 VZK/t'T COWWW
TW. OR MErHM APPNOMM BY CrrY ENG#&TR
DATE BY REVISIONS DATE ACCvD1 RIVERSIDE B.M. T-29-81 Scale: The Keith Companiest Drawing No.
&IC0470 COW" MWNG - LOT IM-1m AS SHOWN
Contractor 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION Chu RECOMMENDED BY: DATE: ZyzP-1"i1 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
ADDLED DESILTM SkW W1 XWS CHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO D ra w n by: 42
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MAG/0 KNT L Immey COW NOW SO MO ORM V&* M V=-IM 0,7--030 LD01 -041 GR
Inspedor MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 P E. OF A NO. 459W ACCEPTED BY: DATE: PASEO Sa. MASS GRKM PLM
Date 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. Designed by: Prepared under the supervIslon of: RONALD J. PARKS
C ompleted OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. DH T WOWS PARK SITE
PARK SITE MASS GRADING
FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Checked by:
ADJ. D ELEV. 1128-410 CR ate R.C.E No. 19744 Expfree 9L2!yor JN 31614 MASS GRADING PLAN Sheet 1 of 2
C4orge A. L;WogW P_�.�. .1920 ExpWu 12/31/02
Plotted: 11/2/01 10:43:17 AM By: i_ramirez DWG: N:\31 61 4.000\DWG\PRMG-date tion.dwq
CITY OF TEMECULA, STATE OF CALIFORNIA
EROSION CONTROL PLAN TO, To RIVERSIDE
PARK SITE ROUGH GRADING
t t, + a 75 j f( ( i 1 ... •.,� / ter"'_ C9j OWNER DEVELOPER:
it 101
s 106 �..... PROJECT
_...._.._..
w... ....._ � � / 102 �
} } �;
114
105
NEWLAND COMMUNITIES_- SITE 27393 YNEZ ROAD, SU
IT
E 253 104 103 21TEMECULA, CALIFORNIACALI 92591
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lt . ............._....._......- _ _... y. -�.... _ I �...
E ............a._-......_ _. y 111 NEER AND
.._� ..._ ..� SOILS ENGINEER
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20 .__..... . City of Temecula R
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1 � GEOLOGIST
f , r _..._..._.,_ .. .._......._.,w.., 112 CAMPANULA WAY
EROSION CONTROL NOTES. � f � � � ° � 121 124 - ,- , ,} �, y�, :• . .:. • ;:
i
,
T ,:�
/ NO#: "113 CONVERSE CONSULTING
1 10391 CORPORATE DRIVE
` T1
62 .,
:11 .,y � • •
1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCTOBER 15 } s ' � 123 ' � " } ', . �, �
1 REDLANDS, CA. 92374
TO APRIL 13. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. k y t 11 t 1'14 ; 44
.. ....__ ?.._. ....__... .._.._-_.... 117 114 s 115 t 161
TEL. (909)796-05
I
�N TO DIEGO
_... . _.... ; SAN
4 i
2. IN CASE OF EMERGENCY CALL DENNIS SMITH GENERAL SU OF NEWLAND € t ? _ �_......._... . "
T � •q.�. � ,:y , yi •�� a
AT (909) 731-7777 ! t 18 ." 12.4 160 NA inAMNLAMULL
Oroti
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3. THE DESIGN CIVIL ENGINEER WILL SUPER VISE EROSION CONTROL WORK AND INSURE THAT WORK is IN ? f __._ ..._.._...,.. ....._.. _._.. 1 SOmr•• "159 /'
QQ , NOT TO SCALE
OIX
ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). ? c 15'1 3 '
1? , ' ►
125 .i 5 ` 155
�Y
4. AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 152 53 4 " 5 .
Nyr d i G5
THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT 1
� t
i
V
' i
M1 � � .........W.. ..,......._.- ....-_... � i a .... ,' S ........ ��, ,y'• — -
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT, ;
g 126
S
7
1
-
16
.
WORKS !
5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF PUBLIC � .• ,- -• .
T
148 68
roe,
! 1
h
S. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKMlG DAY � E '127 t
{ 169 ,..
WHEN THE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS (40) PERCENT. '
I 15141
t`1 17Ot`' �'
171 M1
7 AFTER A RAIN STORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMES, SILT FENCES, AND , ....................._.._....._- ._.w ! 3, 147 14 142 ' ;
f �' '145It
DESILTING BASINS, ETC. : t t E 128 146 1 fi
1 4 ,'
'� � d t f/r E, '
4 s I ,INSTALL FAGS 2 HIGH WITH ,� w ,'
i
B. GRADED AREAS AROUND THE TRACT PERIAAETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE _......,.._.._.... ;S ,, LEGEND.
f4 �
. EPERATI(�N ALONG TOP ROW��'
�� L
CONCLUSION OF EACH WORKING DAY. 129
i f i y ��
9. THE DEVELOPER SHALL BE AND SHALL TAKE m PREVENT H.P. ..... HIGH POINT
j ; 13 .�
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 1 �� •••••
DESILTIMG BASIN 39 �' a ;. L.P. LOW PO/NT
F.L. ..... FLOW LINE
1 ILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE
o. DEs 35 7 I
COMPLETE PER ROUGH GRADING PLANM "I ,, 1 "" TRACT BOUNDRY
k;N�
11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFK.ATIONS To - _... ... 1 ,: '2' '�►
j i �.. _. �_ \ 2:1 SL
THIS PLAN AS DEEMED NECESSARY OPES
# i t7
t
1 � T TS
� WIDE ',►
12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER ff tMATION IS SUBJECT E ---��---
SPILLWAY
TO CHANGE. i .._. \ ", Sr4NDQAGS
E
13. TEMPORARY EROSION PROiTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT
4
DRAIN --PLANING. � HYDROSEEDING - 2.
1 SLOPES 10
�, E ENT
3 2 '172 FEET OR LESS
C
14. AREAS SHALL I E MAINTAINED IN SUCH A STATE THAT FIRE ACCESS S ALL BE MAINTAINED AT ALL TIMES k • s ! 5 •)73 '
k } S ......................... f 1 i F
(INCLUDING ACCESS TO NEIGHBORING PROPERTIES. t HYDROSEED/NG & JUTE NETTING OVV
2:1 SLOPES 10 FEET & HIGHER
15. No OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS
SHALL OCCUR DURING THE RAINING SEASON , UNLESS ADEQUATE TEMPORARY / PERMANENT DRAINAGE
FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL qqW
STREET, STORM DRAIN OR NATURAL WATER COURSE.
a � ,, "a': �• R yaw«
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IS. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE "` ad
PWS _.
CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE _ _.. _ • -
,
1 w _ ._... d.
RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF
�... .�:
17. WITH REQUIREMENTS OF THIS PLAN SHALL BE IN NO WAY REL1 4 THE DEVELOPE1t _
; ,,
_
_r ,
•
CONTROL .� .. ...._ - _ .•
FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION '.
A�
. . - BOUNDARY
.. ._- .. .. _.-
N LIMITED TO CONSTRUCTING SUCH FACILITIES AND TAKING SUCH a
SHALL CONSIST OF. BUT NOT BE � . �`,.-. � "'
AN EROSION .
AN WATER MUD D E �°•
NECESSARY TO PREVENT CONTROL D ABATE -.' -'
MEASURES AS - .�
DAMAGE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. INSTALL SANOt�4G KLOIC/TY REDUCER PER DETAIL 1 1350 L.F.
m
P ,
1 S. SLOPES CONSTRUCTED
PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO OCTOBER "
15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE ' "k f, PRO1�E HYDROSEED/NG AND ✓UTE M4MAV ASV 2. 1 SLOPES 15,9.�S S.F.
CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. 10 FEET OR HIGHER
y
19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION TO F W4 IAL �
�::-,...
............
PRO DE HYDROSEED AIG ONL Y ('S'L OIAES J kE PT/Gi4L F= rO 436,511 S.F.
GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF
SMV846 ' �`1 84GS Mqy) O 10 VER7704L FEET
DOWN STREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE
LIMITED TO: TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH
PROTECTED OUT FALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY r f INSTALL 2 54NDBA&S HIGH EROSION BERM/ PER DETAIL 6 4255 L.F.
SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF INDEX MAP
SLOPE DITCHES TO RUNOFF ; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT
BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE SCALE: 1" = 100'
AWAY FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL
AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS.
r-� 100 190 290
L�l�' AMd:
20, TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO f
�kY
-9 7940r LAC
EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLYGRAPHIC SCALE: 1"=100'
.
21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE ILAMEDIATE GRADING.
w'., 1" M Jr C04AW AGMVM&r AIBI'7rW
EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND (Ft WP &77FR STAiKIZAM N USE LARGER R
GRUBBED PRIOR TO GRADING OPERATION. AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF "''''' GORSE mavl9r)
THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED
DITCHES: BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION AP N VLIFW S4WW$ff (71M.)
BEYOND LIMITS OF GRADING. N.r.S
4S
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22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM BEET W
RESPONSIBILITY FOR CORRECTIONS OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION.
UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT
OF PUBLIC WORKS FOR APPROVAL.
S17PEE7 GMIAE LEIYG7H
23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICI1ENT NATUR& LESS 77iW 4' AVL?'
'
VEGETATION FIRS BEEN ESTABLISHED AS DETERMINED BY THE CRY OF TEMECULA INSPECTOR.
4S L 9X 50
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P MILS'YltA-0110 "P./0000 0WN M OW LOMW
7)?W. L 1YACX 1 L SE794CW LAW
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I" AO .r C044W.4"W7,.A1F A1FJI7lA41E MO
FORE BASIS OF BEARING �� E'er Hr.s Nr..�
Underground THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 9
Service Alert OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS 1 N.rs:
°� Southern C°INO�O SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
AR7/7.- fnYP A10YPE A'Nrt7YPW7717W .SZT C�IL/1rt7Mi'f*I 57t7YP11/ MM7M M57
Call: TOLL FREE BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS ,M4nN6FAffNr MAV800K Sm. ES>✓24
� --SOO OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'5fi'23"W NOTE: GRADING NOTES ARE PROVIDED VERBATIM PER THE REQUIREMENTS OF THE CITY OF
422-4133 TEMECULA PUBLIC WORKS DEPARTMENT AND ARE SOLEY SPECIFICED AS SUCH.
Two WORKING DNYs BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 Scale: / The Keith C c m pe n i es Drawing No.
AS SHOWN RECOMMENDED BY: 4Udf DATE: 1112. o CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
2 1/2- BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION an
Contractor OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO Drawn b : � LD01 —Q41 GR
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND y �' � r . . a - 4l �� AT • 11 Z e/
MAG KNT � � ACCEPTED BY. D E. PASEO DEL SOL EROSION CONTRa.
Ms�a, MARGARITA ROAD IN THE N.W. CORNER OF THE INTERSECTION 1 E. OFA Prepared un or the s rvision of: RONALD J. PARKS
7 CHAIN LINK FENCE, 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. Designed by: �•„I_ DEPUTY DIRECTOR OF PUBLIC WORKS PARK SITE
Date OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. q JN
Completed FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Checked by: SOF CAL\F a 19744 930 of EROSION CONTROL PLAN Sheet of 2
ATE 9/13/82 ELEV. 1128.410 A. Lent R.C.E. No. 920 12 31 ate R-C.E No. Expires 2
ADJ. DCR George e�tep Expire* / /b2
Plotted: 11/5/01 9:17:41 AM By: Lramirez DWG: N:\31614.000\DWG\Prec0003.dwg