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STABILIZED CONSTRUCTION ENTRANCE <br />DETAIL <br />NOT TO SCALE <br />HARD <br /> <br />S <br />U <br />R <br />F <br />A <br />C <br />E <br />PUBL <br />I <br />C <br /> <br />R <br />O <br />A <br />D <br />30' M <br />I <br />N <br />6" <br />MI <br />N <br />12' M <br />I <br />N <br />FILTER FABRIC <br />6" THICK 3 <br />4" AGGREGATE BASE <br />INSTALL TWO TRACK OUT <br />PLATES <br />R20" <br />MAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES. <br />MATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TO <br />MAINTAIN DUST CONTROL. <br />WM-8 AN ON-SITE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNER <br />WHICH MEETS THE REQUIREMENT OF THE CITY. <br />EROSION CONTROL BMPS <br />EC-1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. <br />TEMPORARY SEDIMENT CONTROL <br />SE-5 FIBER ROLLS INSTALL WHERE SHOWN ON PLAN. <br />SE-7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS. <br />SE-10 STORM WATER INLET PROTECTION ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO <br />REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM. <br />WIND EROSION CONTROL BMPS <br />WE-1 WIND EROSION CONTROL WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADS <br />AND ANY STOCKPILE AREAS. <br />TRACKING CONTROL <br />TC-1 STABILIZED CONSTRUCTION EXIT RUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS <br />OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET. <br />NON-STORMWATER MANAGEMENT <br />NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGE CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THE <br />RESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER ACTION UNTIL THE <br />RESIDENT ENGINEER PROVIDE A RESPONSE/ <br />NS-7 POTABLE WATER / IRRIGATION EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES. <br />NS-8 VEHICLE AND EQUIPMENT CLEANING <br />NS-9 VEHICLE AND EQUIPMENT FUELING <br />NS-3 PAVING AND GRADING OPERATIONS APPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE. <br />NS-10 VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE. <br />NS-12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION. <br />NS-13 CONCRETE FINISHING APPLIES TO ALL CONCRETE CONSTRUCTION. <br />ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. <br />ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. <br />NS-1 WATER CONSERVATION PRACTICES <br />WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL <br />WM-3 STOCKPILE MANAGEMENT <br />WM-4 SPILL PREVENTION AND CONTROL AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEE SHALL BE <br />EDUCATED ON THE CLASSIFICATION OF SPILLS AND APPROPRIATE RESPONSES. <br />WM-5 SOLID WASTE MANAGEMENT <br />CONCRETE WASTE MANAGEMENT <br />WM-2 <br />MATERIAL DELIVERY AND STORAGE <br />MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTION. <br />WM-9 SANITARY / SEPTIC WASTE MANAGEMENT ON-SITE FACILITY SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE <br />PROJECT. <br />SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULL <br />CONTAINERS SHALL BE DISPOSED OF PROPERLY. <br />WM-1 <br />MATERIAL USE <br />MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN AND <br />WIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS. <br />SLOPE VARIE <br />S <br />FIBER <br />ROLLS <br />INSTALL A FIBER ROLL NEAR SLOPE <br />WHERE IT TRANSITIONS INTO A STEEPER <br />SLOPE <br />NOTE: <br />INSTALL FIBER ROLL ALONG A LEVEL <br />CONTOUR. <br />VER <br />T <br />I <br />C <br />A <br />L <br /> <br />S <br />P <br />A <br />C <br />I <br />N <br />G <br />MEA <br />S <br />U <br />R <br />E <br />D <br /> <br />A <br />L <br />O <br />N <br />G <br /> <br />T <br />H <br />E <br /> <br />F <br />A <br />C <br />E <br />OF T <br />H <br />E <br /> <br />S <br />L <br />O <br />P <br />E <br /> <br />V <br />A <br />R <br />I <br />E <br />S <br />BET <br />W <br />E <br />E <br />N <br /> <br />1 <br />0 <br />' <br /> <br />A <br />N <br />D <br /> <br />2 <br />0 <br />' <br />FIBER ROLL 8" <br />MIN <br />3 <br />4" X 3 <br />4" WOOD STAKES <br />MAX 4' SPACING12 <br />" <br /> <br />M <br />I <br />N <br />2" <br /> <br />M <br />I <br />N <br />4" <br /> <br />M <br />A <br />X <br />FIBER ROLLS <br />DETAIL <br />NOT TO SCALE <br />4' MA <br />X <br />4' MA <br />X <br />4' MA <br />X <br />4' MA <br />X <br />N. 2-STORY <br />ATTACHED ADU <br />796S.F. <br />ALLEY <br />WA <br />S <br />H <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />A <br />V <br />E <br />CL <br />25' <br />(N)2-STORY <br />S. F. D. <br />1216 S.F. <br />LAWN <br />205.5 S.F.WA <br />L <br />K <br />W <br />A <br />Y <br />LA <br />W <br />N <br />1020 WASHINGTON AVE <br />N. 2-CAR GARAGE <br />415 S.F. <br />LAWN <br />247.5 S.F. <br />P. PORCH <br />110 S.F.P. PATH <br />42 S.F. <br />E.M G.M <br />W <br />A <br /> <br />S <br /> <br />H <br /> <br />I <br /> <br />N <br /> <br />G <br /> <br />T <br /> <br />O <br /> <br />N <br />A <br />V <br /> <br />E <br />1ST FLOOR LEVEL <br />FF = 151.10' <br />PAD = 150.35' <br />1%1% <br />3% <br />2% <br />2% <br />2% <br />2% <br />2% <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />SU <br />B <br />TC-1 <br />WM <br />- <br />1 <br />WM <br />- <br />2 <br />WM <br />- <br />3 <br />WM <br />- <br />4 <br />WM <br />- <br />5 <br />WM <br />- <br />8 <br />WM <br />- <br />9 <br />SE-5 <br />1% <br />SE-5 <br />2% <br />1% <br />7% <br />7% <br />3% <br />2% <br />2% <br />SE-5 <br />LEGEND <br />STORM WATER INLET PROTECTION GRAVEL BAG <br />FIBER ROLL <br />STABILIZED CONSTRUCTION ENTRANCE <br />EROSION CONTROL PLAN <br />EROSION CONTROL PLAN <br />SCALE 1"=10' <br />SHEET NO.: <br />APPROVED BYDATENO.REVISIONS <br />PROJECT NO.: <br />OWNER/SUBDIVIDER: <br />SINGLE-FAMILY HOUSE <br />2549 <br />PLANS PREPARED BY: <br />1010 E WASHINGTON AVE, SANTA <br />ANA, CA 92701 <br />PROJECT ADDRESS <br />C-3 <br />LJN ENGINEERING <br />*CIVIL ENGINEERING, STRUCTURAL SERVICES <br />*RESIDENTIAL - COMMERCIAL - INDUSTRIAL <br />* QUALITY - SAVING TIME - SAVING BUDGET <br />Add : 7138 TIARA AVE, HIGHLAND, CA 92346 <br />Tel : (840) 266 - 5063 <br />Email : ljnengineering2022@gmail.com <br />LJN ENGINEERING <br />DANNY MAYARI <br />PHONE: 310-817-9477 <br />EMAIL: 1010WASHINGTONAVE@GMAIL.COM <br />STAMPED 03/03/2026 <br />Behrooz Sarlak 3/11/2026