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Home My WebLink About798-1 INSTALL SILT FENCE AS SHOWN PER DETAIL SHEET 2 / E (Mvw (DIF LIME IPMNH(onr� c� o G / ®" v R � 15 z / GR\GO\ SITE ° m OON1 (R /,Q I 74 F"o ,- UNIT 8 Qy S 0 INSTALL SANDBAG I oR 9oF� VELOCITY REDUCER -PER DETAIL SHEET 2 �� (TYPICAL) VICINITY MAP - i UNIT 9 . " "*' + {« . . . . . z +r+' LEGEND: EROSION CONTROL GENERAL NOTES: W 1. IN CASE OF EMERGENCY,CALL JEFF JOHNSTON,AT(562)944-6215Co C (, SILT FENCE o o© ©0 2, THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL m AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. [, zb, }a1 ® SANDBAG �� 58883 06-30-07 SIGNATURE RCE NO. EXPIRED DATE f! , 3. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES ' + DURING THE RAINY SEASON,OCTOBER 15 THROUGH APRIL 15,NECESSARY Q Q STABILIZED MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT * + r- ---;+ CONSTRUCTION LOCATIONS TO ANY DAIUTATE MAGE EROSION CONSTRUCTION OF MEASURES MENRAIN ICMMNENT. © UNIT 10 *; (.'. ENTRANCE/EXIT REPAIR111 4. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE * * + APPROVAL OF THE CITY ENGINEER. + r'+ + —_____J 5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN + « .*+*+*« + PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN + * + PROBABILITY FORECAST EXCEEDS 40 PERCENT. •'+ / + -- ........,.I 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK -Q� -� BERMS AND DESILTING BASINS.ANY GRADE SLOPE SURFACE PROTECTION 1a�� / A UNIT 7 I MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 7. FILL SLOPE AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE u�] ,+«+ SLOPE AT THE CONCLUSION OF EACH WORKING DAY. +'+*+*+` /. \ \ \ -. �' 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER O ++ THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS CONDITION. p + + � J + + _ m I / t INSTALL SILT FENCE AS 56.53 FL EXIST. 57 I GRAPHIC SCALE 25 TC EX/ST. 6"C&G S I CONC. GUTTER —SB.)�4/ 20 10 0 20 40 80 SHOWN ER DETAIL — -- - 'SHEET' _ NOTE :THIS PLAN IS FOR EROSION CONTROL ONLY /L (IN FEET) ./V OV $'2 7- 06 1 Inch-20 n. UNDERGROUND SERVICE ALERT BENCHMARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE SEAL-CRY SEAL-ENGINEER SHEET WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT ❑©❑❑ ENGINEERING SOLUTIONS CITY OF LAKE ELSINORE BEING ALL OF PARCEL 2,RECORD OF SURVEY BOOK AND CTIY AND STATE LAWS,AND A PERMIT MAY BE i o ARVENUE AND THIRD STREET 4OM THE APPROXIMATE 5 FEET NORTHWESTERLY NOERTHWESTERLY BASIS OF BEARINGS OF WAY UN OF IS FLOOD ISSUED. SEU,y/q ❑❑Q❑ R ECTION OF COLLIER 74,PAGE 63,RECORDED IN THE OFFICE S OF THE [-1 ^'-� ENONlISiNtr4WD RAN+wo-surn>:1vao-nwPFNo P G.CUR Dodja CALL: TOLL FREE ALONG COWER AND 45 FEET SOUTHWESTERLY TO COUNTY RECORDER,RIVERSIDE COUNTY,STATE OF FLOOD CONTROL CHANNEL AS SHOWN ON RECORD �D ❑l p11-1L! i�� NC THE SOUTHERLY END OF HEAD WALL AT CHANNEL CALIFORNIA OF SURVEY 91/29-36 RECORDS OF RNERSIDE r Z 2156 RIVERSIDE, AVE.A. SUITE 2D1 -Qe gt= EROSION CONTROL PLANS OF-LsHTS �. COUNTY,STATE OF CALIFORNIA.BEING NORTH 43NO. ��IIVVGINEERING HONE DE,G1. 4.028 Exp. CE 30-07 PREPARED BY, PHONE-96784.0287 A COLLIER INDUSTRIAL 1—8GG-227-2600 43'46'EASE. �� n� Exp. 6-30-07 FAX -931.784.0287 � No. CE gg8g3 �_[e`` PREPARED Eiri 6-30-07 4c FILE N0. `+I� ' Clvll KEN SE O.56 DA E >C J.CU p —� Z/ZU D Olvl� COMMERCIAL PROJECT # DATE: 12/95 ELEV: 1274.91 DESIGN DRAWN CHECK CITY EENGINEER,ICITY OF LAKE ELSNORE7 DAVID G. CURRINGTON DA E 05-1596 T7~O Y,'OCWOKO DOS EEflX.f YOU Di0 R.C.E. C58883 EXP. 6-30-07 '