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EROSIOAT 82, SEDIMEI MT CONTROL NOTES
T SEDIMENT 31 INSTALL DOUBLE RG7r'OF GRAVEL BAGS&1";LET PR07EC77ON PER DETAILS HEREON 60 LF
L{'ROS10A C 32 CONSTRUCT STAS'_I:EO CONSTRUCTION ENTRANCE PER DETAIL HEREON 1768 SF
CONTROL NOTES 33 ESp ECG iPE�S FCLCU7G!CONTROLBEST AGE AREA PER CAL7RANS AIANAGEAIENT PRACnCESWASIE MANAGEMENT 1500 SF
ALL EROS.'ON CC'JTROL FLAILS SHALL BE/N ACCORDANCE 677H CITY OF LAKE 34 INSTALL VELOCITY REDUCERS PER DETAILS HEREON 132 LF
fLS!'+ORE ORD;JJANCE NO.882 AND STANDARDS OUTLINED WIH.N THIS
h!Al.UAL. 1,0 G?ADCG PE-RbOT SHALL BE ISSUED 6ETYEEIN OCTCdiR 15 Ah0 APR'L 35 INSTALL VELOCITY DCJ5LE RO'J OF GRAVEL BAGS AS EROSION BARRIERS 933 LF
15 WTHOUr A,"!EROSION CON ROL PLAN APPROVED BY THE CITY Eh'GI'IEER. THE
ERGS N CONTROL PLAN SHALL INCLUDE DETAILS OF PROrECTTVE MEASURES
n';CCUD;I;O DES'LTNG BAST"JS OR OTHER TEMPORARY DRAINAGE OR CO,YTROL I
1 f OR 7T£R GUA! OF
ATE VATS-BRIS PROPERTY GF PAVEMENT
IROMVD„!ACE FRO�EROSIO'J,FLOODING OF IDEPOS�nO OFDIAUO OR DEBRIS hL£
YY--i _.. .- .-- f _ _Y t ? -r 7'- i r 'l` „�..s.• r
N 465257 I% 231.61 __. ----- -,.-- �• -li .""'�-'�"""` L"�':__._.- ,+ IIH,CH hIAY ORIG'NA7f ERO!A THE SITE OR RESULT FROM SUCH GRADING OPERATION'S A_ O
PROPOSrp p� FL FLOW
I 70
l 7' VEGETATION CLEARING AND BRUSHING AC7NTIES SHALL NOT 6E lNTIA0 DJ,'J✓G THE D
"-, RAINY SEASON ON ANY S/TES 01CH ARE NOT ADEOUATELY PROTECTED V77H
1. C
I DES2nhG BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL I!ASURES. +- z
S-PA4A)<PLANS FCR TEMPORARY DRAINAGE Ah0 EROSION CO11TR0C h!'ASURES TO c1 GRAVEL BAGS $z n PROPOSED �: 33 V��� E�- �' s ul,Ar, 1-eACHlcJ� 2-BAGS HIGH
�z z
60. t - C- 6E USED DURNG THE RAINY SEASON SHALL BE SUBMITTED PRIOR TO OCT05ER 1. ^ r r v n x
�Z. _���81t1�BLB �--�� -I - rnE CONTROL DEVICES SHOi,7!ON SAID PLANS SHALL 6E/VSTACLfO NO LATER Tr{A,N TYPICAL PICAL PROi I'CTI0111 FOR INLET ON SUMP
I 30 -,- ^ I i9TN J;lEZZANINE - I OCF05-R 15,AND MAINTAIM1ED/N OPERABLE CON'C/VON UNTL APR!15 S= Q7
te.'V f0. n0� -_ - I \ - -- --- EROSION OC SHALL THEFOLLO,SY,O• N.T.S
FF= 67.72 .-{ 4�I^+ 34 ~MI r GFPA
4} £ CO,J1R PLANS LL PROVIDE
c PAD = 66.8� En y ... v� .f n1. FOCLO,i I!C COTES SHALL BE PLACED ON THE PLEA i �� -EDGE' VEMENIET
1
a 71
A. III CASE OF EMERGENCY, CALL BARNEY BISHOP SF_CTION "7"-'7"
(RESPONSIBLE PERSON)AT 714 9365795
I � c a
� �� (24-HOUR PHONE NUMBER). FLOV 'I.j FLOW
o
hl� B. Th'E U'rDERS'CNED CINL ENGINEER RILL REV",EW PLACEMENT OF EROSO,V 3"M." O'Eh510 E75;_l!
� � �' CONTROL AND INSURE THAT ISORK/S/V ACCORDANCE Y1nl THE APPROVED PLA,';S (,IA00%50,'l TOP f;G�,
-� 14, SPILLWAY, 1-BAG H/C RAVEL BAGS !
.. - .._. . .31
-- --. .°: Ini - 44780 06/30/07
-ham\ I II _ ( 2-BAGS HIGH
35 KURT hl SAXCN (FCE NO.) (Ex") (GATE)
I r TYPICAL PROTECTION
II � . . r C. Ah,73Y 'F F A E V"LIAR Al ;ucSl r I' T
�T v I DURING THE RAINY SEASON,OOCTOB.RE15YTHROUGH APRIL iS NECESSARY MATErc'IACS R+DLp �� ITVLSHALLSEAYDSTOCKPILEDATCONSAIENTLOCATIONSro �} R ET ON GRADE
!CABLE O,N-S/lE AN (T���I�_ _ S.�l,'dE7 ' VNLS.FAC1/IATf RFD CO,VSTRUCnON Or IE P R Y DE i E 0?TO R- .,J111
34 I I r,i `V,,E
DAMAGED fROSG!CONTROL h'_ASURES V,HEN RAIN IS 14 N7.
_ _ _
c �
7, �{ D. EROS 0 J CG'ITROL DENCIS SHALL NOT BE MOVED OR AIO9'F/ED WTH,OUT THE
FRDrB: 73'i' .217.60' '
\ APPROVAL LGR T ov E PROTECTIVE EROSION CONTROL DEV;C£S Sro J SHALL BE IV TYPICAL PROTECTION
Ti
- --- E CITY ENGINEER,
E. i
_ PLACE AT rHc END Of EACH YY)RKINC DAY 6NEN THE FIVE(5)D„Y P:.,?! 7� A
PROPOSED S� FR03AELIFY FORECAST EXCEEDS FORTY PERCENT(40R). FOR AREA DRAIAr I1111,ET
1 STORY BLDG. I�; F. AcrER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOV7:D^Ralf CRECc t T j n," ll� I I I B
1 I BERIIs AND D I r6A_',VS ANY GRADED SLOPE SURFACE PROIF aJ h A Ur_5 L'ROSIDI', CONTROL �. IA �L'T PROTECTION B11Ps
( .I , NINE I '� DAV AG_D DUrc'..,A RA;hJSTORVf SHALL ALSO BE AWEOlATELY REPARED. ,`j� s o D
�_- l- R
ITN I"! 67.72 s14n m
PAD = 66.80 FUN,4E G. FILL SLOT"ES AT THE TRACT PERlMf1ER MUST GRAIN ASSAY FROG Th'E TOP OF 1NOTES
INTENDED
� t
Iy __ 7-STORY B D',G THE SLOPE AT 7JE COVCLUS/ON OF EACH WORKING DAY. 7. USE
TO FG?H3I S"0.?T-T C.- USE
�.I �I+- I I�� `�'p G �• ly/'rcZZn '• .. J. USE TO OR P!r 1.'ER VAG TE PLOC °
c� I FF-6d.60 H. THE CGNIRACTGR SHALL 6£RESPONS'9LE AND HAVE POSTED ON Tr_SJTf TO J. "CLOIY FOR PROPER t!A,'JI J Al c 1J CLEANUP. z
4.BAGS MUST BE REMOVED FTER D ACENT OFERATJON IS COMPLETED C
� - .- ; PAD=68.10 PREVENT PUBLIC TRESPASS INTO AREAS NHERE WATER/S AlPOUADED C�,Ek"Vi`R 7NE 5.NOT APPLICABLE IN AREAS C;n{fiG-1 SILTS AND CLAYS 477HOUT FILTER FABRIC. "&
r- ri DEPTH EXCEEDS MO(2)FEET OR CREATES A HAZARDOUS CONDInO'L F 3 W
NOTES: gg rn
\ I PROPOSED �1C�� I - I S� 2. TEMPORARY SO'L 70A NDIORO,7 MEASURES INSTALLED ON GRADED S!OFES I p
1 STORY BLDG. _ :nl� I SI- EXC£G G A 3:1 RATiO AND/OR 1FN(10)FEET IN HEIGHT. 1. GRAVEL BAGS ARE Y BE REQUIRED
OVER THE USE OF
_ III SANDBAGS AND MAY N REQUIRED D AREAS POSTWHICHa
Ii1TH MEZZANINE �'I/ p _ Sli{ J. D°'T:G FlCLITIE5 AT ALL DRAINAGE INLETS FOR THE GRADED SITE,DESIC'1Ep ,V ARE PARTICULARLY SENSI7VE TO SEDIMENT DEPOS/n01J.
_ - S`- FOR A T„FNTY-FIVE(25)?EAR,SIX(6)HOUR STORM INTENSITY. TFEY h'USr 6E
FF= 67.72 I HI C c 2. kEGUREh'ENF FOR AND SPACING OF VELOCITY
DETA'LED ON THE PLANS DESIGN AND SPECIFIC R£C0:46M£M1'DATIONS SHALE. 31'_40' T rEDUCERS FOR STREETS W17H GRADES Of LESS THAN
PAD = 66.80 \ /L 4 i�. SUBMITTED FOR THE FOLLOi'0G., SHALL BE AS SHOWN ON THE APPROVED EROSION
9' CONTROL PLAN.
; A DES2TINC BASIN VOLUME BASED ON GRAD,ENT AND 1JA7URE OF SOLS 41 „0
�,�•.. I 31 32 •j' J. Trr;S STANDARD DETAIL SHALL BE USED AS SHOVIN
.. I _
`--, J TEMPORARY THE 4Y REAL
SOL EXTENT
TA F ALL GRADED AREAS AND IDENTFICATIO"J 0=A Y ON THE APPROVED EROSION CONTROL PLAN.
- V- C SIZE OF D S ratio BASIN OUTLET PIPE AND OV krLOJ
` .. D D,nE REOL,Rfh llTS SHOW M/h/S,UAI WALL IY70 ,SLOPE OF Ifr,LCS PERCENT
1G0'PAX(SEE NOTE 1) _
rn
- _ ... _ _. _.. - - - - - !I ... .. .. � � \ Y ~` .,., O,'!,ETC.
� � GRAVEL BAGS(TYP)
�7 �. a� ,..-z .�� 11 - o PER DETAIL B"
:PROPOSED P/L N 603'13 I -l00 0 �_,r" ,n 4. PLACEMENT OF DEV"CES TO REDUCE EROS,10N DAMAGE WTH1N Thl TRACT MUST BE i o
- _ _ / Y.. SHOr;N ON THE PLAN. c
{ o ...I D,R_CnON O•
_� R
I 111....1!! LL a��.J"\rJz!J'�V ::J'Y� P/Z �� I� 'V FFO`5 OUTLET COEDInONNS FROM THE D£S/LTING BSShN SHALL h0T EXCEED D01%"JSTirEAVf u� ..I STREET FLOW I
z , - -- - LIMIIARO'NS i it
y f„^,j (j;, - / - - - / F.G.PER PCA1, J
' 6. THE FERAI'TTEE SHALL KEEP A STANDBY CREW FOR Eh!£RGEh'CY Y,G?K SHALL EEC
34 34 AVAILABLE AT ALL n!IES DURING THE RAINY SEASON. AECESSA,RY','AFRIAL5 SHALL
34 34 r BE AVAILABLE 011-SITE A4D STOCKPILED A CON VENENT LOCATONS TO FAC117ATE ---- ---- I
f0 5O 11+00 11+150 0 Y+ 12 00 12 50 13f00 _.___ _-._,-_.,,,. - -__ t50___-__,_.,,,_... _ ..RAPID CONSTRUCRO,V OF TEVIPORARYDEKCfS OR TO REPAIR ANY DAMAGED EROSION 8 "J - O
f CC CONTROL MEASURES 0-EN RAIN IS IMUNENT,, j
o j �r ( 60'FE °r A�NG FC4 lZKCLE ACCESS 1 n
fL( g }�� L•y'� � /;' � c> , � L� 1'�- � 7. D£NCES SNAIL NOT BE MOVED OR MODIFIED V77HOUT rh'E AFr"BONA!GF 7H£
I/ N OIr7ECTOR OF PUBLIC SERVICES OR,/N AN EMERGENCY,BY THE PERSON RESPONSBLf
FOR GRADING OPERATIONS i X i I m 0 Z
8. ALL REMOVABLE PROTECT E DEVICES SHOWN SHALL 6E IN PLACE AT TH'-EhD of 3� STREET GRAVEL BAG DETAIL I A Z
o� - ------- - - EACH WORKING DAY SSH6N THE FIVE(5)DAY RAIN PROSA811TY FORECAST EXCEEDS C
-- / �R25' GRAPHIC SCALE FORTY PERCENT(409). FORECASTS SHALL BE RECEIVED FRO!.!BROADCASTS PROVSDED NIS i
SO',{Yjry zo o m .a EXa RAW w BY THE UNITED STATES I;cATHER SEROCE, 1 C
> D 'I T I� y 9.AFTER D RAINSTORM,
NG ALL SILT AND
AND BASINS DEBRIS
SHALL
BE AEMOVEDDfOY CH-I n SPACIATG OF ROWS OF GRAVEL BAGS
)V��P�
LrGENO: �eJ�VJ p 1 incIll h=Ea0 fC SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO 6t ;IO%f OF STREET PAVED STREET UNPAVED STREET
PC!EDJATELY REPAIRED. FAILURE TO PROUDE EFFECTIVE MA,NENANCE MAY R. U_T
i r T 1O.OR MORE 25' 25' 3"COURSES
�2 BAGS MW.. GRAVEL BAGS(TIP) I!PiNACT'ES. 9.9ro TO a 50' S0' �(18 HIGH MIN)
DOUBLE-LAYER - C]CaCI 3\p c 11'HIGH M1(J.
GRAVEL SACS 10, FLL.,_OPES AT THE TRACT PERIMETER MUST DRAIN AISAY FROM THE TOP OF 5,9:TO 6: i5' J (2 BAGS) 75' 1'HIGH Ml.
1' 71E SLOPE AT THE SLOPE AT THE CONCLUSION OF EACH V,ORKING DAY. 9,".i0 4: 100; !00' (1 BA
CS�
d9 a OF LESS ]00 )00'
STO;?II Y'AIER RU;lGFF - _' COARSE AGGREGATE � _ 1_ _ _
1"TO 3" ',,� = -III- TIT-II=III= 11. AT LEAST ONE(1)GUARD SHALL BE POSTED ON THE S17E 6NENEVcR THE DEPTH
OF 9ATER III ANY DEV4C£EXCEEDS EIGHTEEN(18)INCHES AOD00N, GUARDS d!AY
ENTRANCE STAB;CIZA77ON- - - TIP.SECTION TYPICAL ELEVATION BE REGURED AS DES ED NECESSARY BY THE DIRECTOR OF PUBLIC SEBI"CES.
STABILIZED CONSTRUCTION T / rT T�
3z '^n` iTELOIn'Il'I' 11,EI�IJG'ER 12 AF7EP,A RA!NSTO�?d;ALL SILT AND DEBRIS SHALL 6E REMOVED FRG.VI PUBLIC
EQUIPMENT&MA TER/AL -� ENTRANCE N,TS I.o
II I DRAINS AND PPES Ah'D FROM DRAINS AND PIPES OF ADJACENT PROPERTIES "VDID No.833C332487
STORAGE AREA `/ \
THESE PLANS HAVE B EN REVSEV;rD FOR
C0!!PUAh'Cf I;fIH THE APPROPRIATE Faf PARED UNDER THE SUPE-RV1S'ON OF: CIT]'OF'Lf:ICE ELSINORE SHEET G, I -�
MARK REVISIONS APPR. DATE CONDNTONs OF DzinoPMENr AND/oR CITY AND STATE LAWS AND A PERRIT CAN BE ����JµOFM Ssgp•�<„y
f m 11''- a y EROSIOLi'COIVTROL PLAN G�
liU1tT.11.S.1.CO.y DATE w NO. 44180 m SCALE SHEETS
ll.C:E.RO:44160 0 EXP.Od7'F.:61.;01,1007 C Eq.6/30/07 A E•ENCH IJAFi4'
oL of o 1" 20' RLE Na
_ s, r BM B-95-55 :ILIA-THORNS THIRD
KEN A.SEU'fALO,ACE Na 55915 DATE SAXONENGINELRING SE,Pt, =nc, +r �/vV �� COLLIER AVE:A1.J 3„D SF
e o Pamd 23 d(En1L0rn St.&3rd St.
p1YE11Gi,EER 1030C.ILLESO.1IOft:1,SL'ITEA-1,5:1.\'CLL'.IIC.\'T£,CA 9167.7 OrOALIf fCEV.' 1,?i0.68 FEET
CITY OF LAKE ELS"JOiE (Y49)366.118001949)366.51F0F'.1.\' SE5I'ROJ..\Q IIGB 01 �DATE• 3/2/1007 '! p :1P:\:377-151-Oa5-0 O
&THJRD1SES\7268-01-G4-EROSIONDWG 81512005 P