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HomeMy WebLinkAbout798-2 I �CP9P O II EXTRA STRENGTH FIL TER FABRIC �> >c NEEDED WITHOUT WIRE MESH SUPPORT INSTALL SILT FENC AS 2 STEEL OR 1 SHOWN PER DETAJL ON woo Posr sa I O 1 CORPS OF ENGINEERS NON-JUR/SDICTlO ATTACH FILTER FABRIC THIS SHEET SECURELY TO UPSTREAM SETBACK LINE (1992) 4j� co S/DE OF POST i— 1 1254 ^`Vh I I' `"`�.F101, 0� z - QQ--a * + -- -- -- — *rL 2 I ..�, �r 0'(3m)MAXIMUM SPACING W91H o�• 5 +o Lp WIRE SUPPORT FENCE 3�8" m (L Am)MAX/MUM SPACING WITHOUr CRUSHED AGGREGATE ° e 1�M/N. p WIRE SUPPORT FENCE o= MIN.>2"THICK o °(3.8m) STEEL OR WOO POST ° UNIT 4 �`0` I" I I' se"(1m)HIGH MAX. _ PONDING HEIGHT PONDING HEIGHT DIWRS/ON RIDGE FLOW 0'(15m)MIN. Z I I I MIN. DRAIN ROCK FLOW 9"MAX. PLAN I (225mm) 8~(00mm) + + STORAGE H/ �.� N1.OTES* ENTRANCE SHALL BE MAINTAINED IN A CONDInw THAT WILL PREVENT O OR fZOWNG OF SEDIMENT ® I +' I I 12"Alji✓ '•r 12"Af �� REQUIRE 70P DR£SING REPAIR AND/ORT CLEANOUT OF A MEASURES USED Y (300mm TO 7RAP SEDIMENT. UNIT 6 INSTALL SANDBAG I I 4 8"(f00 X f50mm) J` 2 Wt1EN NECESSARY, WHEELS SHALL BE "— TRENCH W97H COMPACTED CLEANED PRIOR TO ENTRANCE ONTO PUBLIC VELOCITY REDUCER +{ +I I BACKRLL RIGHT—OF—WAY. 1 PER DETAIL THIS I +t I TRENCH DETAIL INSTALLATION WITHOUT J. WHEN WASHING IS REOUIREO, /T SHALL BE SHEET (TYPICAL) +#1* I I TRENC MqI DONE ON AN AREA STABLIZED W77H CRUSHED 1 + UNIT 3 INA9 AN APPROVED «�++ ++ a I N07ES.• SEDIMENT TRAP ORSS£D/MENr BAS/m. a 1. S2 r FENCE SHALL BE PLACED ON SLOPE NOT r0 SCALE I——— •+� +1 x I I I CONTOURS 70 MAXIMIZE PONOING EFf7C/£NCY. p§ 2. INSPECT AND REPAIR FENCE AFTER EACH TEMPORARY GRAVEL 21 p SrORM EVENT AND REMOVE SEDIMENT WHEN D tj}<` I NECESSARY. 9~/225mm)MAX/MUM CONSTRUCTION ENTRANCE/EXIT > RECOMMENDED STORAGE HEIGHT. — JJJ I J. REMOVED SEDIMENT SHALL BE DEPOS17ED 2 �7 TO AN AREA THAT WILL NOT CONTRIBUTE G) *. Tr + _+ 9 tc ` SEDIMENT OFF—SIX AND CAN BE PERMANEN7Z Y ' z 5t 18 F1• I wo STABILIZED. a C m SILT FENCE 'K p W A+ �. .+** I I ,v�� W INSTALL ST B LYZED c=n - �— f— ° CONSTRUCTI I I I o p W 1J" _ ENTRANCE/EXQ N W PER DETAIL i�I THIS SHEET ¢W N I I o waW I I Z ® B+ ® < I Now W w�� I_ �*, S� w2aN U I Q Q J * O *+ * tikUyl * �w22 I ——— _ +�` Sg 12' ( I FLOW--) L UNIT 2 L_ +� } S?> O �+ a 1h 1 0' 3 �" p — 7J UNIT 5 t I I W GRAVEL FILLED SANDBAGS D `+ + "� �I srACK£D nrzcH r � v "I+ o Oho z �p i z m UNIT 1 +�I+` ( �� v — 5S I I NOTES:_ / + +. . INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. . I SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE 7RAVELED WAY IMMED/A TEL Y.1 - I SANDBAG VELOCITY REDUCER 5aj3 F uu ?� GRAPHIC SCALE 1 r� INSTALL SILT FENCE As ?'AZ SHOWN PER DETAIL ON r; DR IVf APPRO CH CIO BE I I I 20 10 0 20 40 80 �HIS �— I RE—CONSTRU TED. TC — 59.02 TC Rl PI (IN FEET) n. l],1�6 Tf 2 r1)-06 NOTE :THIS PLAN IS FOR EROSION CONTROL ONLY. 1lrtcN=20 UNDERGROUND SERVICE ALERT BENCHMARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS THESE PLANS 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/OR CITY AND STATE LAWS,AND A PERMIT MAY BE f� e AVEOM THE NUE AND THIRD SiTREE7 49 FEET NORTHWESTERLY 74,PAGE 83,RECORDED IN THE OFFICE OF THE NORTHWTHE ES OF STERLY RIGHT OF WAY LINE INGS FOR THIS OF IS THE THE FLOOD ISSUED. SE UECTION OF COLLIER q ❑❑❑� � � � O•CURRY 2 _ COUNTY RECORDER,RIVERSIDE COUNTY,STATE OF ❑I-10 `O " EROSION CONTROL PLANS CALL TOLL FREE ALONG COWER AND STREET FEET SOUTHWESTERLY TO FLOOD CONTROL RIGHT OF AS SHOWN ON RECORD `y O C CALIFORNIA = 2155 RIVER IDE aVE,SURE 201 -or lZ n of Z SHTS ;,. THE SOUTHERLY END OF HEAD WALL AT CHANNEL OF SURVEY 91/29-36 RECORDS OF RIVERSIDE " $NGINCERING RNERSIDE,ca 92507 COUNTY,STATE OF CrWFORNU BBNC NORTH 43 rc No. CE 56915 z SOLUTIONS PHONE_951.784.OD876 a 0. CE gg8g3 m COLLIER INDUSTRIAL y� A .d _ rw Exp. 6-30-07{L P EPARm BY: *Exp. 6-30-07* FILE NO. —800-227�2800 43'46'FAST. CIVIL MA KEN SEUMALO DATE � a 1 22 CIVA` COMMERCIAL PROJECT �/ DATE: 12 95 ELEV: 1274.91 DESIGN DRAWN CHECK CITY ENGINEER, OF ELAKE ELSINORE7 AVID G. CURRING DA E TGO ilOR10i0 DAYS CEPM yW / R.C.E. C58883 EX . 0 -30-07 05-1596