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Home My WebLink About645-18 I I %0""F m Ank \ ESTIMATE OF GRADING STRUCTURE QUANTITIES EROSION CONTROL NOTES: ' O \ NO DESCRIPTION QUAN77TY UNIT A. IN CASE OF EMERGENCY,CALL JIM LOTT (RESPONSIBLE ® �PLAN _ \ PERSON)AT (909)479-9601 (24-HOUR PHONE NUMBER) IL nER®�I® ��=s A CONSTRUCT STREET SANDBAGGING PER DETAIL HEREON 16,410,LF. B. THE UN RSI ED C VIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND - - \ B CONSTRUCT CHECKDAM PER DETAIL HEREON 23 EA. ICI INSURE T RK/� JIN A OF�DANC,E WITH TH ROVED PLANS. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON 1 EA. 4(�G( �'�BT.O(�/JI7( y4 D CONSTRUCT SILT FENCE PER DETAIL HEREON 13338 LF. C. TANDBY CREW FOR RCE EMERGENCY WORK)SHALL BE AVAILABLE AT ALL TIMES DURING / vj. \\ QE HTDROSEED SLOPE 1,55$301 S.F. THE RAINY SEASON,OCTOBER 75 THROUGH APRIL 15.NECESSARY MATERIALS SHALL BE 1 A NO® 2".15400"T AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION TEMPORARY R IMMINENT. OF AR DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES // I •;'� \\ 50'MIN. D.EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL l \ OF THE CITY ENGINEER. 6'MIN. PUBLIC RIGHT-OF-WAY J\ I O E.ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT 18" TYP 5 D THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABIUTY FORECAST EXCEEDS / 40 PERCENT. PROFILE / m 2 EXISTING GROUND e z F.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND PROVIDE APPROPRIATE TRANSITION DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING BETWEEN STABILIZED CONSTRUCTION / / TYPICAL SANDBAG DETAIL A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. ENTRANCE&PUBLIC RIGHT-OF-WAY 50'MIN. SECTION D"—'' s m G.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE N z m AT THE CONCLUSION OF EACH WORKING DAY. / / NOT TO SCALE I A H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT RIGHT PUBLIC RIVERSIDE COUNTY PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS EXISTING GROUND 'b� TWO FEET OR CREATES A HAZARDOUS CONDITION. X—A CITY OF LAKE ELSINORE / SPECIAL EROSION CONTROL NOTES: PLAN 112 INTERVAL PER SANDBAG 112 INTERVAL PER SANDBAG 1.TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES EXCEEDING A 3 TO 1 SPACING TABLE SPACING TABLE RATION AND/OR 10 FEET IN HEIGHT. STABILIZED CONS7HUCTIONENITM CESPECIFICATIONS 1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH STONE. 2.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE,DESIGNED FOR A 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES. \ \ r RIGHT-OF-WAY 25-YEAR 6-HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. DESIGN AND J. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL / \ \ / v SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: POINTS OF INGRESS OR EGRESS. / 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. �/ \ A. DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. � j \\ �' CURB FACE B.THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATIONS OF ANY TEMPORARY SOILS STABILIZED CONSTRUCTION ENTRANCE `�� STABILIZATION MEASURES. SAN AGS TYP •0. SA N BAGS TYP C.SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. NOT TO SCALE r+ �yI \\ / PER ECTIUN D-D STREET CENTERLINE PER ECTION D-D D.DIKE REQUIREMENTS. MINIMUM WALL NOTCH,SLOPE OF WALLS, PERCENT COMPACTION, ETC. _ _ _ 4.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON / / \\ \\ DIRECTION OF THE PLAN. ;',I \ \/ STREET 5.OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMIATIONS. `\Sy J ,� 1 \ \` 45' 6. THE PERMITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL / �liD —— r-'.- \\ 7 CURB FACE TIMES DURING THE RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND 0 STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 27 \ / / RIGHT-OF-WAY D DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. // 28 29 30 / 136 > 7. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DIRECTOR OF 56 \\ / 34 3s 57 / I 1 INTERVAL PER SANDBAG SPACING TABLE _I s 67 PUBLIC SERVICES OR, IN AN EMERGENCY,BY THE PERSON RESPONSIBLE FOR GRADING 13 14 24 31 133 a �— OPERATIONS. 12 15 \ / _! t3z8.ALL '� Z ACH1 23 32 \ 394,E / n C FORECASTS SHALL BE RECEIVED OVABLE PROTECTIVE DEVICES BROADCASTS A PROVIDED 13Y THE UNITEDLL BE IN PLACE AT THE ESTATESND OF EWEATHER �/ 9 1e6 2 3s \ �/ 112g1 14 �144 SLOPE OF STREET SPACING OF ROWS STREET T OF SANDBAGS UNPAVED STREET 4 p WORKING DAY WHEN THE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. to n \ IDO TT SERVICE. / zo 1 I N E" e 18 38 \ / 147 491 14 1�6 / T99X TO BXE 50' 35'- 3 COURSES 18'HIGH MIN. 9.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERNS AND 7 37 \ / L Z9X TO 6% 75'- 1'HIGH MIN. 50' DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE SURFACE PROTECTION e 12a 5.9X TO 4X TOO' 74'- 1'HIGN MIN. MEASURES DAMAGED DURING RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED.FAILURE TO 5 3 \ ty 15115 15%. 3.9%OF LESS f00' 100' PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES. / � 4s { 3 / 10.FILL SLOPE AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT 2 t \ -40' 4 156 UNPAVED STREET SANDBAGGING DETAIL A !6 41 124 183 182 THE CONCLUSION OF EACH WORKING DAY. 47 Ts \ / NOT TO SCALE {e 74 42 \ 8! 181 157 11.AT LEAST ONE GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN 7273 68 43 / 122 - ANY DEVICE EXCEEDS EIGHTEEN INCHES. ADDITIONAL GUARDS MAY BE REQUIRED AS DEEMED 69 s7 \ 1es 1eo Asa 1z1 NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. \ 490 '70 se Sr ^ / lab n9 zo 12. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM PUBLIC DRAINS AND m gg 119 137 178 160 / PIPES, AND FROM DRAINS AND PIPES OF ADJACENT PROPERTIES. \ - s2 63 64 188 177 161 53 82 118 101 0 03° 0 ° p °10 111 1 11 - 189 76 182 / J'MIN.OPENING BETWEEN 55 60 81 80 10p 10 1 11 116 t17 190 17 i63 / 0 150' 300' 600' 900' 1200' BAGS ON TOP ROW 89 _ 1 NETTING \ S857 82 - 79 209°20 0 20 20 19 19 174 / SCALE: 1' = 300' STAKE � \ 78 � 0 99 97 gg 173/ 165 / FILTER FABRIC \ 1 58 _ 84WATE 7s 77 _ 19 193 172 Fi 1g FLOW TOE-IN \ l 98 / 171 167 \ BS ea 94 95 96 97 253 252 5,25G 898 *ALL SLOPES TO BE HYDROSEEDED PER WQMP. f \ HEAVY DUTY \ gy 234 � 249 2 X> ENGINEER'S NOTES AND LEGEND 2 � TO ea J REINFORCING 25 \ 2y 229 2 000o INDICATES GRAVEL FILLED SANDBAGS 'D' t5 cI D \ 90 91 ! 4 230 22 / INDICATES SILT FENCE �� DOUBLE SNCH \ J 256 1 2 231 25 \ s z �i2 DRAW CORD HEM ,- ill !t l22432 3 FLOW \ 15 y 24 INDICATES DIRECTION OF FLOW 240 39 23 2 22 2223 / INDICATES STABILIZED CONSTRUCTION ENTRANCE CHECKDAM DETAIL HP INDICATES HIGH POINT B n m"I E \ 11 i 1 / NOT TO SCALE o �; DO 210 1 1 7 / LP INDICATES LOW POINT z ' 215 HYDROSEEDED SLOPES z G10`, POLYPROPYLENE o E FILTER FABRIC FIARD STAKES 1. ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH �A/D I D#8 3 3 C 3149 2 6 0 WOOD / SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE o \ CITY OF LAKE ELSINORE. 2. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE INDEX OF SHEETS: c \ / TO SEDIMENT DEPOSITION. SILT FENCE DETAIL \ / J. STANDARD DETAILS SHOWN HEREON SHALL BE USED AS SHOWN SHL NO. DESCRIPTION " NC L \ INDEX MAP ON THE APPROVED EROSION CONTROL PLAN 2 TITLE SHEET DETAIL SHEET DETAIL MAP SHEET NOT TO SCALE D \ // 3-16 ROUGH GRADING PLAN PLAN SHEET 17 EROSION CONTROL INDEX&DETAIL SHEET INDEX MAP&DETAIL SHEET o 18-20 EROSION CONTROL PLAN PLAN SHEET N I \ iw \ ,5 �,.. LR REVISIONS: PREPARED BY: PREPARED BY: CITY OF LATE ELSOM 18 P$ MG -'- ERT �� ,� � HUNSAKER & ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE �'. IRVINE, INC o MONUMENT STAMPED D 307 1935, IS 38 FT WEST QpoFE99lory4 PAUL R. DDLESTON,JR.R.C.E.58020 EXP.6/30/O6 DA INLAND EMPIRE REGION ROUGH PLM pF OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT Qom°c NU°Otsyr f 2900 RSI AOAMS STREET,SUITE A-75 TRACT NO 25478 o o DIAL TW'0 WORKING p,A o RIVERSIDE CA 92504 (909)J52-72OU SOUTH OF POWER POLE 19319 CWT. „" 2 BEFORE DAYS BEFGRE G c N0.58020 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS i 000 SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH EROSION CONTROL PLAN YOU DIG YOU gGe/�Axi p iN HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. °' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR- INDEX O( DETAIL SHEET SHEETS MARK DESCRIPTION BY APPR. DATE m � SCALE: 1"=40' PREPARED FOR: CENTER HOMES TOLL FREE 1-800-227-2800 �t p1Y11 � CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. ` � A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAW BY: MATTHEW BUSCH e or CAM°° 2280 WARDLOW CIRCLE, SUITE 150 jW'O' FOR: F.B. FILE NO. o g - UNDERGROUND SERVICE ALERT -/- • DATE: JULY 2003 CORONA, CA 92880-2896 0919-25478 CENTER HOMES �� cx ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MNAGER: MATTHEW BUSCH KEN A.SEUMALO CITY ENGINEER RCE 5691s (909)279-4000 m Al 33 I