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Home My WebLink AboutTEMP007 B — RIVERSIDE STREET FIBER ROLL � � I S[Op 9" MIN FOR LEVEL GROUND, 157 158 159160 161 162 163164 B VAR= 12 MIN FOR SLOPES B GANTRY BAY STREET a B F` * WOOD STAKES A Y S�n f f� MAX 4' SPACING 1,G4 15 6 10 7 10 6 16 5 � 213 - EN,R�,ICMAfEAR DEAN. BANTRY BA _ 155 '108 105 166 I ' 212 RUNOFF MUST NOT BE NOT TO SCALE 1 7 �T ALLOWED TO RUN C� UNDER OR AROUND ROLL. 15 16 154 109 L11 4 167 211 II w w 1 10 168 210 �'� l.Jl� .v,i, / NOTE: 153 ITALLIRR 0A t 102 169 ALONG LEVELCONTOUR. 329 28 27 26 152 1 11 209 ��y •�•y �, v _ y , 17Q p 1 S 1 1 12 1 O 1 208 ly III ADJACENT ROLLS ` t Z Q 3 ' , SHALL TIGHTLY OVERLAP BELLE ISIS COURT A U d I IP y ''�•'-'•% � " ,DTI' so• I; ,QQ• 2t)0' 150 1.13 100 1 1 1 207 204 y 'GRAPHIC SCALE: 1"=100' 3 3 34 35 3 6 5 7 B 149 1 14 9 9 17 2 F.� 18 8 VERTICAL SPACIN y III y IM „ STALL A FIBER ROLL NEAR 31 32 ZO6 �( MEASURED ALONG TH , �' III SLOPE WHERE IT TRANSITIONS FACE OF THE SLOPE III y 1 15 g g VARIES BETVIEE INTO A STEEPER SLOPE y� 148 205 �R�P 186 10' AND 20' I I a s 2 414 39 3 147 116 97 174 B 1 185 4 1 184 175 (� TYPICAL FIBER ROLL INSTALLATION MAP DATE IDENTIFIER -- / ) 146 117 96 I 183 d4 DATE OF LATEST CHANGE TO THIS MAP SACHET _ LA 180 07/19/10 BY:JC _ - 9 5 1 7 6 182 NOT TO SCALE o7iss io 145 1 18 181 50 51 it y / PROTECTION ON OFFSITE SLOPES AND 43 44 119 � 94 1771 � 1 OPEN SPACE LETTERED LOTS ARE BY �� 52 144 , 179 OTHER. 49 I 120 3 93 45 48 53 143 ! 121 h 92 DEVELOPER TO MAINTAIN 5'X1' BERM 46 " 47 F 54 142 a 122 91 AT REAR OF LOT, TOP OF SLOPE � e _ �F NPDES NOTES: 1. CONSTRUCTION SITE BEST MANAGEMENT PRACTICES(BMPS)FOR THE MANAGEMENT OF STORM WATER AND NON—STORMWATER DISCHARGES SHALL BE 5 5 5 141 12 3 f g O I DOCUMENTED ON THE GRADING PLAN WHICH THEREBY BECOMES THE SITE STORM WATER POLLUTION PREVENTION PLAN(SWPPP). ARRANGEMENTS SHALL 58 w. BE MADE BY THE DEVELOPER TO RETAIN THE SWPPP ON THE JOBSITE THROUGHOUT THE TIME OF CONSTRUCTION. THE IMPLEMENTATION AND p�r11 - MAINTENANCE OF SITE BMPS IS REQUIRED TO MINIMIZE JOBSITE EROSION AND SEDIMENTATION. CERTAIN BMPS MAY BE REQUIRED TO REMAIN IN PLACE 60 57 G / 140 I 1 Z4 R I s r >' THROUGHOUT THE YEAR TO MINIMIZE EROSION AND SEDIMENTATION. ARRANGEMENTS SHALL BE MADE BY THE DEVELOPER TO MAINTAIN THOSE BMPS THROUGHOUT THE TIME OF CONSTRUCTION. 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBED SOIL AREAS ON '7— CONSTRUCTION SITES. — _ — 3. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED AND MAINTAINED TO MINIMIZE THE TRANSPORT OF SOIL FROM THE CONSTRUCTION SITE Curb inlet O _L_ — 4. GRADING SHALL BE PHASED TO LIMIT THE AMOUNT OF DISTURBED AREAS EXPOSED TO THE EXTENT FEASIBLE — EROSION CONTROL COPISTRUCTION NOTE 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE ' III A CONSTRUCTION SITE SHALL BE MANAGED TO MIN INSTALL FIBER ROLL PER DETAIL HEREON IMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDWNG OF GRADING Q AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION. Q CONST.INLET PROTECTION SE-10 PER DETAIL HEREON — — 6. ONCE DISTURBED,SLOPES(TEMPORARY OR PERMANENT)SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 21 DAYS. DURING THE STORM �_ SEASON,ALL SLOPES SHALL BE STABIUZED PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE. 7. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES en ehvrse onkstde OR ADJACENT PROPERTIES VIA RUNOFF.VEHICLE TRACKING,OR WIND. Perimeter of opening Hardware cloth or wire mesh DRAINAGE AND EROSH MMST CONTROL NOTES 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. 1, DRAINAGE ACROSS THE PROPERLY LINE SHALL NOT EXCEED THAT WHICH EXISTED PRIOR TO GRADING.EXCESS OR CONCENTRATED DRAINAGE SHALL BE DISCHARGES OTHER THAN STORMWATER(NON—STORMWATER DISCHARGES)ARE PROHIBITED.EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT, CONTAINED ON SITE OR DIRECTED TO AN APPROVED DRAINAGE FACILITY. THE STATEWIDE GENERAL PERMIT—CONSTRUCTION ACTIVITY. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO:SOLD OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS,STAINS,SEALANTS,SOLVENTS,DETERGENTS,GLUES,LIME,PESTICIDES,HERBICIDES,FERTIUZERS,WOOD PRESERVATIVES, 2. PROVIDE A SLOPE INTERCEPTOR DRAIN ALONG THE TOP OF CUT SLOPES WHERE THE DRAINAGE PATH IS GREATER THAN 40 FEET TOWARDS THE CUT SLOPE. AND ASBESTOS FIBERS,PAINT FLAKES OR STUCCO FRAGMENTS;FUELS,OILS LUBRICANTS,AND HYDRAULIC,RADIATOR OR BATTERY FLUIDS;CONCRETE Runoff with sediment AND RELATED CUTTING OR CURING RESIDUES;FLOATABLE WASTES;WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; N 3. PROVIDE 5'WIDE BY V HIGH BERM ALONG THE TOP OF ALL FILL SLOPES STEEPER THAN 3:1. WASTES FROM STREET CLEANING;AND SUPER—CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF Filtered water SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON—SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER v Werflow 4. THE GROUND IMMEDIATELY ADJACENT TO THE BUILDING FOUNDATION SHALL BE SLOPED AWAY WITH SR MIN FOR A MIN DISTANCE OF 10 HORIZONTAL FEET. RUNOFF,WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS. cV 12"— SNALES WITHIN 10 FEET FROM BUILDING SHALL HAVE 2%MINIMUM SLOPE. 9, RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS 24' S. NO OBSTRUCTION OF NATURAL WATER COURSES SHALL BE PERMITTED. OR THE LOCAL STORM DRAIN SYSTEM. N 6. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES,TEMPORARY DRAINAGE CONTROL(BEST 10. APPROPRIATE BMPS FOR CONSTRUCTION—RELATED MATERIALS,WASTES,SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE MANAGEMENT PRACTICES,BMPS)SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES,OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 11. ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING ry 7. DUST SHALL BE CONTROLLED BY WATERING OR OTWER APPROVED METHODS. MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. do Sediment 8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION.PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 12 DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS ~ Hordwpre cloth BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. •o- wire mesh PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON—CONTAMINATED GROUNDWATER 9. FOR SLOPES 3 TO 1 (tl�OR STEEPER: WATER QUALITY BY E CONTROL BOARD. ES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT FROM THE REGIONAL 1 Curb inlet ALL SLOPES EQUAL TO OR GREATER THAN Y IN VERTICAL HEIGHT,ARE REQUIRED TO BE PLANTED WITH GRASS OR ROSEA ICE PLAT(OR EQUAL)GROUND COVER 13. BMPS SHALL BE MAINTAINED AT ALL TIMES. IN ADDITION,BMPS SHALL BE INSPECTED PRIOR TO PREDICTED STORM EVENTS AND FOLLOWING STORM p AT A MAXIMUM SPACING OF 12.ON CENTER.SLOPES EXCEEDING 15'IN VERTICAL HEIGHT SHALL BE PLATED WITH APPROVED SHRUBS NOT TO EXCEED 10,ON EVENTS. —+' 1� CENTER,OR TREES SPACED NOT TO EXCEED 20'ON CENTER OR SHRUBS NOT TO EXCEED 10',OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' _ —4® 6+'Y/1RR® ®RAIN INLET !11 E'1' PROTECTION IN ADDITION TO THE GRASS OR GROUND COVER. SLOPES THAT REQUIRE PLANTING SHALL BE PROVIDED WITH AN IN—GROUND IRRIGATION SYSTEM EQUIPPED 14. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY,ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY I 1 ® STORM O M DRAIN NL A R WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C.,CHAPTER 10.THE SLOPE PLATTING AND IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PRECISE DISPOSED OF IN TRASH OR RECYCLE BINS. RO GRADING FINAL. N NOT To SCALE WDID # 833C358737 6/3 _1 0 PREPARED BY: "AS BUILT" MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OTHESE PLANS HAVE BEEN F IEWED FOR COMPLIANCE WITH THE DEVELOPMENTAND/OR CITY AND STATE HUNSAKER & ASSOCIATES SEAL Op0.0FE432 --- -- Y OF LAKE p.$IOpE SHEET 7 CL LAWS AND HAVE BEEN FOUND ACCEPTABLE I R v 1 N E I N C m��`�p u RCE_ __ EXP_----_ DATE PLANNING • ENGINEERING • SURVEYING y Qa " REVIEWED BY: EROSION L PLAN Thee Hughes Inv,CA 92618•PR(%9)5911010 Fk(949)56MM r, N0. 4203E TRACT NO. 25476 OF 3/71/12 � - --------- _ SHEETS C+B • ur r SCALE:_ ENCH MARK: LOTS 9 22, 169-201 FILE No. v KEN A. SEUMALO, RICE No. 56915 DATE �O OfVly --- CITY ENGINEERof CALF INSPECTOR EL. 1425.76 DATE: 1935 W CITY OF LAKE ELSINORE PHILIP D. WTY • R.C.E.4N. 1-1.3. D TE DATE: SEE TITLE SHEET FOR DESCRIPTION PLOTTED BY: Julian Costonedo DATE: Jul. 19, 2010 08:56:54 AM FILE: F:\0602\Engineering\TR-25476\Grd_Precise\SHT07-EC.dwg 1