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GRAPHIC SCALE: 1"=40' .- ... _ --r=.:rc�"' _. _. _ _ C,-1 (;. ( C.4 CtJ 6 C7.
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TEMPORARY EROSION CONTROL NOTES: i- — i� �` IF —
A.IN CASE OF EMERGENCY,CALL ALAS YOUNG • y
AT I t
(BIB)345-1769 RESPONSIBLE PARTY) AfE5C0 DEVELOPMENT CORPORATION --1�
„ 6 D
(24-HOUR PHONE NO.) (FIRM)
�':�'• r - .. I Ilrj tl i i�n r..� I 8 0�
B, THE UNDER ED CML ENGINEER WILL RENEW PLACEMENT OF EROSION CONTROL AND W T I I " I {F m $ z
INSU TH K IS IN ACCORDANCE WITH THE APPROVED PLANS r<e'as� _.
¢Z 3 31 09' OZ �"
= z
(Slgnafur (RCE No.) Ex.)
C. A STANDBY CR W FOR EMERGENCY WORK SHALL B£MADE AVAILABLE AT ALL RMES -. - .` Lq .`.,J., -.... ! d. g _..I y,. J J�"i I�i i m m
DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL I5. NECESSARY MATERIALS SHALL " - : •,'' :..._-. I
BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT COCADONS 70 FACILITATE RAPID r x c ."'T'- _4j,`].�-'"f""}.
CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL '"'•'' - I I h i,ga S
MEASURES NHEN RAIN IS IMMINENT. �714.,,,
D.EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF _iI:` r IF iI I S
THE CITY ENGINEER.
E.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE
END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40S %7 I: ( w
F.AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERM$SILT [3l 13 i,i B4 BFJ BG B7 ri - - ""` ':'
FENCE$AND DESIL77NO BASINS ETC.ANY GRADED SLOPE SURFACE PR07ECTION MEASURES
DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.
G.FILL SLOPES AT THE TRACT PEIMEMIT MUST DRAIN AWAY FROM THE TOP OF THE SLOPE
4 I --. I1 '=,o; i..'a
AT THE CONCLUSION OF EACH WORKING DAY.
H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT rur."s.i= f r, ,. ,l: E�'ry.. I•I,,"Ft0�1 �! I'' I '
PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER 774E DEPTH EXCEEDSrL
TWO FEET OR CREATES A HAZARDOUS CONOl770N. a 1 -'(r. .,L r.F. . " LF II 1w,
Al A2 A3 A4 A5 A6 �_... A7 . . .._ ,
I
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;54.
'�1'ci'll
I
50 MAX.
G
OF � G
A A
SANDBAGS-(2 HIGH M")
SANDBAGS-(2 HIGH TYP.)
1
2:1 SA' - t 4 x nO „n
2 4 NDBAGS (2 HIGH lYP) 4 � I� '.
z
RAMP ® RAMP ® 1 2 t o C
159 MAX. 15%MAXMAX. — — — — 3 _ _ 1 f — — — _ _ _ — — t — — — — — _ _ /- --J:i<<dlen I 4z m
a N T s,T
w ..
TEA EARTH RAMP _ , — — — _ i.L_ —— —— —— —— I
0
,o S-y '9ti B9p, 100'MAX r-)
C9N NHS -- i BAG cI
POINT OF ACCESS EARTH RAMP) FUTURE CURB FACE -'� HIGH
of SANDBAG To EQUAL HIGH - SPACING OF ROWS OF SANDBAG f F
TRIPLE ROW SANDBAGS(TOP
s'MINIMUM SPACING SLOPE OF STREET PAVED STREET UNPAVED STREET
FOR VEHICLE ACCESS PLAN o 3.9% OR LESS 100 MAX 100'MAX"
I^/ o N 4.OZ TO 5.9% 100MAX. 75' MAX. 12'HIGH MIN.
Y/EA R TH RA MP V SUB GRADE o DIRECTION OF 6.07. TO 7.9% 75' MAX. 50' MAX.
15y, STREET FLOW 8.0% TO 9.99" 50' MAX. 35' MAX. 18" HIGH MIN.
2 TRIPLE ROW SANDBAGS MAX, SUB GRADE
15� _� � 8'MIN/ 109' OR MORE 25' MAX 25' MAX
MUM
N.T.S• W v SPACING FOR 3"D/A PVC 3"DIA PVC
VEHICLE ACCESS SUB GRADE SUB GRADE
SECTION "A—A " $ 1j
FUTURE CURB FACE
N.T.S.
g N
PLAN
MISSION TRAIL �e�O VgOFESS/p,Vh`� ANDBAG VELOCITY REDUCER 3 STACKING— 3 HIGH 4 STACKING— 2 HIGH '', g =
y N.L S. C
N.T.S. N.T.S. g D
s N. 42465 IF
* E.P.3/31/04 * a
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CIVII
'F OF CA
a REVISIONS PREPARED UNDER THE S PERNSION OF: PREPARED BY CITY OF LAKE E L S I N O R E
9 G o2 Jensen & Associates CIVIL ENGINEERING•LOUD PLANNING•LAND SURVEYING EROSION CONTROL PLAN
REG. EXP Y 3-0.4 42465 A f 1487 VVoodvale Lane•Rivers de,CA 92506•(909)7801829•FAX(909)7801629
PARCEL MAP 30680 0 F
CEREAL STREET THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIAIF CONDIDONS SCALE: BENCH MARK
OF DEVELOPMENT AN0/0R CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. 1 1/2'ALUMINUM CAP IN 6'CONC.COLLAR 0.7 MI."-40r RIVERSIDE COUNTY BENCHMARK EL-4-80:
/q
VICINITY MAP REF DfSCRIPIION BY APPR DATE Al /� CITY OF LAKE ELSINORE SHEETS
{P�,yr�— ._/ �%�"/12F--el �F-�L'D 2- DAB' 0.7 MI.SW FROM TNT.OF CORYDON STREET AND MISSION
DESIGNED BY DRAWN BY RA MIND 0DONNELL, CITY ENGINEER DA Tf TRAIL,100'NW OF C.L.CORYDON ST.
CHECKED BY PROl. MGR.: R.C.E. N0. 26603, REG. EXP. 09-05-02 ELEV=1265.00 W.O. FOR: F.B. FILE No._502 ___
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