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WL <br />WL <br />WL <br />G <br />G <br />G <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />WL <br />45.00'45.00'PROPERTY LINEPROPERTY LINE <br />45.00'45.00' <br />PROPERTY LINEPROPERTY LINE <br />12 <br />5 <br />. <br />0 <br />0 <br />' <br />1 <br />2 <br />5 <br />. <br />0 <br />0 <br />' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />12 <br />5 <br />. <br />0 <br />0 <br />' <br />1 <br />2 <br />5 <br />. <br />0 <br />0 <br />' <br />12 <br />5 <br />. <br />0 <br />0 <br />' <br />1 <br />2 <br />5 <br />. <br />0 <br />0 <br />' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />12 <br />5 <br />. <br />0 <br />0 <br />' <br />1 <br />2 <br />5 <br />. <br />0 <br />0 <br />' <br />0' <br /> <br />- <br /> <br />0 <br />" <br />40 <br />' <br /> <br />- <br /> <br />0 <br />" <br />13 <br />' <br /> <br />- <br /> <br />6 <br />" <br />22' - 6" <br />5' - 0"12' - 6"27' - 6" <br />19 <br />' <br /> <br />- <br /> <br />3 <br />" <br />7' <br /> <br />- <br /> <br />6 <br />" <br />FIRE SEPARATION <br />DISTANCE LINE <br />1012 & 1014 W THIRD ST., SANTA ANA, CA <br />(E) SINGLE-FAMILY DWELLING <br />CONVERSION TO ADU <br />G <br />WM <br />12 <br />' <br /> <br />- <br /> <br />0 <br />" <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />(E) SEWER <br />LATERAL <br />(E) WATER METER <br />(E) GARDEN <br />E <br />D <br />B <br />C <br />B <br />103.8' <br />12 <br />5 <br />' <br /> <br />- <br /> <br />0 <br />" <br />45' - 0" <br />0' - 0" <br />6' <br /> <br />- <br /> <br />0 <br />" <br />22' - 6" <br />SEWER TIE IN <br />(E) DETACHED GARAGE <br />2% <br />LEGALIZE <br />UNPERMITTED <br />PATIO <br />(E) WATER HEATER <br />WITH ENCLOSURE <br />(E) WOOD FENCE(E) WOOD GATE <br />(E) <br />WOOD <br />FENCE <br />(E) WOOD <br />FENCE <br />(N) OUTDOOR <br />AC UNITS <br />SETBACK <br />5' - 0" <br />1014 W THIRD ST., UNIT#1 <br />1012 W THIRD ST., UNIT#1 <br />1014 W THIRD ST., UNIT#2 <br />1012 W THIRD ST., UNIT#2 <br />2%5% <br />5% <br />5% <br />5% <br />5% <br />5% <br />5% <br />2% <br />2% <br />2% <br />5% <br />(E) DRIVEWAY APRON PARKWAY <br />3,6 <br />A6 <br />ELECTRICAL <br />UNDERGROUND <br />LINE <br />SHEET NO.: <br />SHEET TITLE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br />OC <br />- <br />A <br />D <br />U <br />24 <br />8 <br />8 <br />1 <br /> <br />A <br />L <br />I <br />C <br />I <br />A <br /> <br />P <br />K <br />W <br />Y <br />, <br /> <br />S <br />T <br />E <br />. <br /> <br />E- <br />2 <br />2 <br />2 <br />, <br /> <br />L <br />A <br />G <br />U <br />N <br />A <br /> <br />H <br />I <br />L <br />L <br />S <br />94 <br />9 <br />- <br />4 <br />1 <br />4 <br />- <br />8 <br />7 <br />9 <br />9 <br />A7 <br />EROSION & <br />SEDIMENT <br />CONTROL <br />PLAN <br />2025/01/20 <br />10 <br />1 <br />2 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br /># <br />2 <br /> <br />( <br />D <br />U <br />P <br />L <br />E <br />X <br />' <br />S <br />) <br />10 <br />1 <br />4 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br />U <br />N <br />I <br />T <br /># <br />2 <br /> <br />( <br />A <br />D <br />U <br />' <br />S <br />) <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br />AD <br />U <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />12. <br />13. <br />14. <br />15. <br />16. <br />17. <br />18. <br />19. <br />20. <br />21. <br />22. <br />EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE RAINY SEASON FROMOCTOBER <br />15TH TO APRIL 15TH. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING. <br />IN CASE OF EMERGENCY, CALL: ORCHID L & HAN NGUYENT AT (714) 417 32023. <br />THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSOIN CONTROL WORK AND ENSURE THAT WORK IS IN <br />ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED). <br />EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE <br />RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE ANDSTOCKPILED AT CONVENIENT <br />LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES WHEN RAIN IS IMMINENT. <br />DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. <br />ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY <br />WHEN THE 5.DAYS RAIN PROBABILITY FORECAST EXCEEDS 40%. <br />AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK <br />GRADED AREAS AROUND THE TRACK PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE <br />THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT <br />PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUSCONDITION. <br />DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARECOMPLETE <br />PER ROUGH GRADING PLANS. <br />THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLANAS DEEMED <br />NECESSARY. <br />INFORMATION IN THIS PLAN IS FOR EROSION CONTROL ONLY.ALL OTHER INFORMATION ISSUBJECT TO <br />CHANGE. <br />TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TOPERMANENT <br />PLANTING. <br />AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL SEE MAINTAINED ATALL TIMES <br />(INCLUDING ACCESS TO NEIGHBORING PROPERTIES). <br />NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORMDRAIN INLETS <br />SHALL OCCUR DURING THE RAINY SEASONS, UNLESS ADEQUATETEMPORARY/PERMANENT DRAINAGE <br />FACILITIES HAVE BEEN APPROVED AND INSTALLED TOCARRY SURFACE WATER TO THE NEAREST PRACTICAL <br />STREET, STORM DRAIN OR NATURALWATER COURSE. <br />THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL <br />BECONTAINED WITHIN THE PROJECT OR CHANNELS INTO THE STORM DRAIN SYSTEM WHICH SERVES THE <br />RUNOFF AREA.STORM RUNOFF FROM ONE ARE SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF <br />AREA. <br />CONFORMANCE WITH THE REQUIREMENT OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR <br />FROMHIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL <br />SHALL CONSIST OF,BUT NO TO BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES <br />AS ARE NECESSARY TOPREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC <br />AND PRIVATE PROPERTY AS ARESULT OF THE CONSTRUCTION OF THIS PROJECT. <br />SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO <br />OCTOBER15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE <br />CONSTRUCTION OFSLOPE PROGRESS IN INCREMENT OF 25 FEET OR LESS MEASURES VERTICALLY. <br />FILL AREAS WHILE BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL <br />GRADE,SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF <br />DOWNSTREAMFACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED <br />TO: TEMPORARYDOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL <br />AREAS; GRADED BERMSAROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF, <br />CONFINED PONDING AREAS TO DESILTRUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO <br />DESILT RUNOFF; PROTECTION SUCH AS SANDBAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO <br />GRADE, AND EARTH BERMS AND APPROPRIATEGRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF <br />THE SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ONTHOSE FILL AREAS WHERE EARTH-WORK <br />OPERATIONS ARE NOT IN PROGRESS. <br />TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED PRIOR TO <br />EXCEEDING12 FEET OF CUT MEASURED VERTICALLY. <br />CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION <br />CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS THAT HAVE BEEN CLEARED AND GRUBBED <br />PRIOR TOGRADING OPERATION, AND THAT ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM THE <br />BEGINNING OF THE RAINYSEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED <br />DITCHES; BRUSH BARRIERSAND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION <br />BEYOND THE LIMITS OF GRADING. <br />CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE <br />CORRECTIONOF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE <br />REQUIRED PLAN REVISIONSSHALL BE PROMPTLY TO THE CITY ENGINEER FOR APPROVAL. <br />EROSION CONTROL GENERAL NOTES: <br />SCALE: 1/8" = 1'-0"1 EROSION & SEDIMENT CONTROL PLAN <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />No <br />. <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />HISTORIC - 1012 W Third St & <br />1014 W Third St Unit 1 & Unit 2 <br />4/14/2025