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2014-11983 G (Plans)RIGHT OF WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. Q44IHAGE MOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED 'SITE INSPECTION, PROPOSED RESIDENTIAL BUILDING SITE, 290 SANTA FE DRIVE, CITY OF ENCINITAS" PREPARED BY SOIL TESTERS DATED APRIL 22, 2013. ALL GRADING SHALL BE DONE' IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF- WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT .1F CONDUCTED BETWEEN THE HODS OF 500 P.M. AND 7:30 A.M. NOR ON SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS, 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770, 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECULARITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING ULCER PERMIT ND. 114$3 -GC HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 922 -8547, 24.HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN PAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL. DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RLN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STOR WATER POLLUTION t%X+ITR(X PAST CQMRSTTXCTMV BMP/DP WTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUDFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY ANDIOR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARiDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPAMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST - MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO OPERATION. ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WREN NOT IN 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT UDDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED DILI GREASE OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STOP USE DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE ENVI%# ANWAL NOTES: POSITIVE DRAINAGE AND PREVENT POADING OF WATER. HE SHALL CONTROL SURFACE WATER 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL (EXCLUDING ANY EXISTING MAN MADE SLOPES). TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH FG TTME AS PERMANENT _''2AINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2 THE MAXIMUM VERTICAL DEPTH OF CUT IS 1.6 FT 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1.6 FT PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND HORIZONAL NIA VERTICAL N/A OBJECTIONABLE MAT`r?IAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0.5 FT UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE OF CUT AREA OF CUT (S.F.) REMOVED TO SUITABLE FIRS! NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL 3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.7 FT BE THE CONTR,,J;TOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL OF FILL AREA OF CUT (S.F.) IN STRICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPr7 SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION, T'-F SLOPES OR EXCAVATION AND EMBANKMENTS 6tIALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND CISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRLW OF A TREE TO THE OUTERMOST EDGE O= THE TREE CANOPY PROTECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE STORMWATER P(XLUT N CONTR(X BW NOTES RELATIVE TD CQRSTRLCTIQN ACTIVITIES DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CONCRETE WASHOUT AVTIFICAT1&E ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 1. THE EXISTENCE AND LOCATION O UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF MORTAR STUCCO, PLASTER AND THE LIKE INTO THE S CONVEYANCE SYSTEM OR OUR KNOWLEDGE THERE APE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN GN DESIGNATING THE WASHOUT LOCATION. HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS CONSTRUCTION SITE ACCESS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID A STABILIZED =M=N SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. A. SEWERS - CSD - (760) 533 -2770 CONSTRUCTION VEHICLES B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR C. WATER - SDWD - (760) 533 -2550 CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT D. TELEPHONE - SBC BELL - (760) - 489 -3411 MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. E. CABLE TV - COX COMMUNIC4TI0NS- (760) - 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO EROSION E09rM CONTROL BEGINNING ANY WORK ON THIS PROJECT. PHONE: GRIST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES JECT. PHON ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE' SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION AND BONDED FIBER MATRIX. (760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND, TEMPORARY EROSION CONTROL MEASURES. STORMWATER M.UffIQN C ROW BW MOTES RELATIVE TO C367PLCTZVNI ACTIVITIES C4VT... EROSION CONTROL CONT... REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL- PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING DN SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND 77-EIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTACC L BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING R AND ND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STOR1%GRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN LP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE, FOR MORE INFORMATION ON STORMWA TER, POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SAN DIEGUITO WATER DISTRICT MOTES 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY LAVDERGROLAD UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUTTO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT METERS VALVES VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. B. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LAN2SCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA NET CHANGE 4,139 SF 1,770 SF 2,369 SF #EXCLUDING ROOFTOPS I P ak& o Av( New �Q. +NECVVI� i S.O.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS SUBDIVISION BOUNDARY RIGHT -OF-WAY BUILDING SETBACK - - - - - EXISTING UTILITY EASEMENT - CENTERLINE EXISTING CONTOURS - - 100 - EXISTING EDGE OF PAVEMENT BW EXISTING WATER METER AC EXISTING FENCE -- X -- - - -X EXISTING RETAINING WALL TC PROPOSED BUILDING FOOTPRINT FL PROPOSED CONTOURS 100 PROPOSED DRAINAGE DIRECTION s - PROPOSED FLOWLINE DIRECTION WV PROPOSED PCC CONCRETE FH POWER POLE TOP OF WALL TW BOTTOM OF WALL BW ASPHALTIC CONCRETE SURFACE AC TOP OF ASPHALT BERM TB TOP OF CURB TC FLOWLINE FL GROUND ELEVATION G SEWER MANHOLE SMH WATER VALVE WV FIRE HYDRANT FH POWER POLE PP LIGHT POLE LP FINISHED GRADE FG FINISHED SURFACE FS O r Tj 0m\sVPERMITTEE KEVIN DALZELL DALZELL GROUP INVESTMENTS 1018 ALEXANDRA LANE ENCINITAS CA, 92024 SITE ADDRESS 1180 DEVONSHIRE DRIVE ENCINITAS CA 92024 LEGAL aMCRZPTZQN LOT 1 OF BLOCK A' OF ENCINITAS HIGHLANDS CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF ND. 2141, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928. AP.N: 258- 344 -17 GM RS CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANCRES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE �--� KEV ZO DATE DA E GROUP INVESTMENTS " 1018 ALEXANDRA LANE ENCINITAS CA, 92024 SDILS 86DEFR S CERTIFICATE Z _�l�R� _�tf _ A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES ------- AND -------- ONE COMPETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED-6A, w 4R feSSt a EXP. DATE g m ®' ®, S_ �aaA a ��. z �� SOIL TESTERS P.O.BOX 1195ei'3 LAKESIDE, CALIFORNIA 92040 519.443.0060 STATENWF OF BYGDEM OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCFECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLLITY FOR THE PLANE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF BRIAN MICHAEL ARDOLIND DATE RCE N0. 71651 �Q�4 �ZFHAEL 490 PASCO LARET SUITER & ASSOCIATES rn Q� 535 N. COAST HIGHWAY 101 0. 71651 N m SOLANA BEACH CA, 92074 EX 171651 5 PLEA 2224 EASEMENT MOTE THE FOLLOWING EASEMENTS HAVE NO LOCATION SETFORTH AND THEREFORE CANNOT BE PLOTTED. PR #2) AN EASEMENT FOR PL16'LIC UTILITIES AND INCIDENTAL PURPOSES. GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED APRIL 1, 1924, IN BOOK 1007, PAGE 28, OF DEEDS. PR #7) AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES. GRANTED TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED FEBRUARY 7, 1931, IN BOOK 1866, PAGE 147, OF DEEDS. SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUnDING PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 L fz 858.259.4812 1 plaaengineering.com BMP STATUS STAMARD a AS BUII.T ENCMUM FIRE PROTECTION DIST. SAN DIBGUITO WATER DISTRICT PARKS & RECREATION PUBLIC WORE EW Y - V VED Y' REV BY.• R V E 8 BRIAN MI'C`HAEL ARDOLINO DATE - R.C.E. NO. 71651 DA TE � DATE f DA TES TE. y EXP. 12 -31 -15 {` DESIGNED D BY DRE: By CHECKED BY APPROVALS CITY OF ENGINITAS F,NGTNRFRTN G DEPARTMENT DRAWqNG NO. BMA Ls N CITY OF ENCINITAS SURVEY CONTROL POINT ENC -104$ PER RECORD OF SURVEY MMER 18416. ELEVATIONt !73.376' DATUM NAVDBB HORIZONAL NIA VERTICAL N/A EV BY: D PL S PREP D UNDER THE SUPERVISION OF DATE. 1.91 `� R.C.E. NO. 71651 BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 RECOMMENDED _�QO APPRO BY. /lr�I • /1/� �� BY: MASIH MAHER �' GLENN PRUIM ENGINEERING PUBLIC WORKS D R CTO DATE: l4 DATE: Z7_ /`I GRADING PLAN FOR 1 180 DEVONSHIRE DRIVE PLANNING CASE N0: 14 -043 CDP A.P.N. #258 - 344 -17 11983-G In C _ s O o• jo•/ Lq DATE., SHEET 1 OF 612312014N.• \Active Jobs \2224 Dalzell- Devonshire \2224.pro PL-SA 22 4 EWINWIROI OVERFLOW RISER ATRIUM GRATE TG PER PLAN DEEP - ROOTED DROUGHT TOLERANT PLANTS FOR WELL - DRAINED SOILS OR CITY APPROVED EQUIV. DO MULCH CITY EQUIVALENT EERED SOIL rE BELOW I' GRAVEL '4" GRAVEL )TE BELOW * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% GLAY CONTENT. THE MIX SHALL CONTAIN 50--60% SAND, 20-30% COMPOST OR HARDWOORO MULCIJ AND 20-30% TOPSOIL, FREE OF STONES, STUNPS ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. ** 314" CRUSHED ROCK LAYER SHALL BE A M1NDW OF 12- BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL 9 11, � 3' CHAIN _NKp64 15p I)yT_ I EXISTING FENCE TO FS -1741 3' CHATNLINK/5' WOODEN FF.NCF EN01 3' CHAINLINY FENCE DEMOLISH EXISTING TECT IN PLACE 5 CHAIN'- - INK 7C 177.87 CONCRETE- ­5' CHTCKEN WIRE- I FENCE-- ENU FENCE END /N, F1 177 8' 1 PCC CURB, N, W 149.67' ARMPNED '04� GUTTER 9 S1OEW4LK 15D G-2 & 0­7 AT 167,8 ASPR�P, /_, ,,T r(FS 6' EASEMENT TO SOGGE PER DEED '17 RECORDED FEBRUARY 7. 1931. IN 172. a FS 17 -'1/ BOOK 1666, PAGE 147 OF DEEDS, DEMOLISH 177 EXISTING FS PER ITEM 6 OF THE TITLE REPORT FG II. FS FS 177 77. - 3 7- AC BERM FS t7r.9 173.55 V x 4-m V��_� (FS 177.3) rfv% FS i7p.9 177.8 -177:8 177 - CENSF I 1L1NE OF DEVONSHIRE DRI DEEPENED FOOTDVd PER 17Z.55 VE INSTALL G-14A BUILDING DEPARTMIENT Y. DRIVEWAY APPR[ ACH LIMIT OF GARAGE 0 PROM= NCRIYE IVEWA PER SERSD TES ALL PROPOSED UTILIT THE PROJECT 2-C,�R 4*40 6 WOODEN FENCE ----- �4_ WITHIN El FENCE SHALL BE INSTALLED UNMRGROLM INCLUNNG j FS 176.6 EXISTING UTILITIES. i TUT LINE OF FS rr r I 17R '�.z 55 1 FS \fWt9'j F5 ROOF ABOVE' i I fig VE FIKED IN C04PN Pt FG 0&B FS FS 176.1) FL 166. (FS 176.0) FL 176,04 4' EASEMENT TO COXCOM PER DEED W, m. (FENCE PER ZTaNE o TC 176- FS 71 RECORDED FEBRUARY 25, 2005� FG 171.9 1 ARCH. MO. MA If,, 7 . i AS DOC NILACER 2005-01470BI, EL T[NC )D E PER ITEM 9 OF THE TITLE REPORT EXTEND EXTST.IMIG CURB is s 172.0 173. 1i FS 4A-+R I AND GUTTERTO MATCH FG 172.8 A W-1 EL 172.20 t-NENPRIVEWAY,�s I7E.0,5 00 TO IN. EXISTING TREE DISTRICT CU WATER LA-tEA TO BE REMOVELLI 7,?,' 01PT, CRASS 56 EL J7328 W I I" WA TER METER PORTION OF EXISTING - - N 1 -01, WC- 17''+1 PENCE PER PCC SIDEWALK OWNERS )(FEI\q 4 RESIDENCE TO BE REMOVED WS PLACE PER ARCH. OWGS. 11 .42 1 P PER SORWG-7 (MATCH TIG ASS 70 75 9O LO COLO LAC _W FL LO FS 1&J-6 FG I&NO 25 ;1 9 LL h- j,4, /FySB q APPROX. P' PTCH WO0DEN------_j RETAINING WALL_ N MIN _Z, A f 0 MIN FL 67.7 1 , ISL I Alxmxl� OF PORTION OF EXISTim Fu 19F-Le TrIn AIIUA UJAIM, 1 TIE IL06AT RESIDENCE EXISTING TO TO REM IN A. i7a. FS M2 17MI; PROTECT -6 FS 17 PROPOSED BIORETENTION BASIN Fd'+ 11 .5 T6 DISTRICT TO UPGRADE EX 314" FOR BEST MANAGEMENT PRACTICE 1 IL IF j- %7ZJ9 CU WATER SERVICE & 518-- WATER NOT TO BE MODIFIED WITHOUT A IAA I E-4 4ETER METER TO BE 314" BO. ASSEMBLY 11, 1 , t! P! PEFP41T FROM THE CITY OF jj 11 16 1 , TC 174. 4 1 i ENCINITAS 1S -114.3 7 169 SF MIN (170 SF F6` Fq 167.8) F FG 165.0 1� IMM, HAND HOL� _L 173 Cox jf�l �4 z1, FG 165.7 PROPMED ACMSOR Y 4 . I T TE RRUMT)RE I, m I" \I .- RISER I F1172.67 FS 171.5 E' WOODEN FENCE- EASEMENT TO THE CITY OF, VEWAS [ 1 0 FS 167.6i, j 1i 1�� EXISTING PROTECT (FG INATE LO(ATIOf PER DEED RECORDED MAY 12' SIGN TO -OF 8" AC WATER MAIN AS DOC NLMER % t STREET 1 ofllb�j' 71 , 1 1 7,,Q42545_;� V, I IN PLACE PER NO-67-2 L 1713 PER,,ITEm io u- TITLE REPORT FL 4A v -EXISTIM STREET LIGHT TQ�PROTECT 11 165 38 1 t 00 FL 167 IN PLACE FL r _E ANCHOR i E! C�A YN-1 F h��F FL 11 T < FS 165. 1 1 131 4 I C1 4A 1 NL RVVy �7 EL 1 170 k7ea -47 57/ FL 169 It CE � _W, I ISC. HAND -APPROXIMATE LOCATION OF C EXISTING STREET TREE TO DEVONSHIRE DR SECTION N. T.S. 6 ii TG7 165 PROTECT IN PLACE N 9 11--15 A 1C 113.41 A J71 19 6. FL 172.91 PVC PIPE Ts 16FJ i69.11 IS 165. B EXISTING' RTA3NIN(iEXISPLANTER `. E .WALL TD-, IN N 8.9 31'09- _TC ?57.9a_ -__._ 67 91 ---- _ ic T\_ TI: 171.10 -Fog SAN DIEGO PER DEED RECORDED CURB OUTLET NOVEMBER 29, 1954, IN BOOK 154,e 5 =Q C=Cn n-27 EXISTING CURB FL 170 Or? 170. 4 PAGE 543 OF PER ITEM 8 OF APPRCXIMATE L (MATCH EX. CONCRETE) THE TITLE REPORT AND GUTTER 7N 1 0 PARKING" APPROXIMATE LOCATION OF I PROTECT IN CE W EXISTING STREET TREE PROTECT IN PLACE TO W W IN, ____ W APPROXIMATE LOCATION-7 R W W 5ANTIA FE OR. OF 12" AC WATER MAIN S PER WO-54-29 APPROXIMATE LOCATION APPROXIMATE ENCROACH4ENT MAINTENANCE OF 12" AC WATER MAIN Lf)rAT'rrfti nc cvTcr�G AND REMOVAL COVENANT PER WO-82-1-3 SEWER LATERAL RECORDED 2014 APPROXIMATE LOCATION DOCUMENT NO. OF EXISTING SEWER MAIN ob OA. q N ----- - - -- _, 3 S 30.0' I 30.0' WRL INE OF SANTA FE DRIVE VARIES OT NX EXISTING AC PAVEMENT (ARIES 0 AN 5' S_ W#j C rn Ex TIER TO, I-E-MAIN T, MITINS PC m "0 m OU IR M WO, 12131/15 GRAPHIC SCALE I CTV1\1 SANTA FE DRIVE SECTION OF C 0 10 20 30 AS BUILT N.T.S. PASCO LARET SUI ER & ASSOC RTES GRADING PLAN CIVIL ENGINEERING + LAND PLANNING + LAND 8 RVEYING BRIAN M. ARDOLINO DATE 535 North Highway 101, Ste A, Solana Beach, 92075 R.C.E. NO. 71651 SCALE 1'�=10' EXP. 12131115 ph 858.259.8212 1 fa 858.259,4812 plsaengine ring.c LMJ DESIGNED BY DRAWN BY CHtckto ey REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING BHA KRK I APPROVALS C= OF FlqC=AS ENGINFY-JUNG DFPARTAIFI*Tr DRAW19GNO. LM�A CITY OF ENCINITAS "VEY CONTROL POINT PLANS PR 7ED UNDER THE SUPERVISION OF REVIEWED BY': 0 GRADING PLAN FOR: EMC -1048, PER RECORD OF SURVEY NIMER 18416. -1 M A5-60iLl: Ae HORIZONAL 1'=10 BY. DATE. 14.14 on 11983-G z2 P. C. E. NO. 71651 MASIH MAHER Im 11011 DEVONSHIRE DRIVE ENGINEERING PUBLIC VERTICAL NIA TE: BRIAN M. AR60_L O WORKSVECT R ELEVATION 173.376' DATLK NAVD88 EXP. 12-31-15 DATE. _qjtqdA DATE: - -043 COP -344-171 SHEET 2 OF 3 PLANNING CASE NO, 14 A.P.N. #258 911612014N. \Active Jobs\2224 Dalzell-Devonshire\2224.pro PLSA 2224 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. INSTALL TEMPORARY SILT 3 CHAIN1 INK .FAKE INSTALL TEMPORARY FENCE ALONG PERIMETER t z rTN - NCE END GRAVEL BAG CHECK 3 CFtA.tT 1. ZtdKl6' & t, utFEN 'SCALY G RETAIL THIS 149.67' . Al ' v DAMS ALONG FLOWLItE SHEET N 89 23'13" W HNr B?SG f!6 FNGJ LND 11 -,_ r , 156 asX Xi X X -�V X �t_ 172.10 X5 - - - -- O o 7--- 1�EFB- X- FS 177.7H `✓, CHI, dr.. 1W r „ r - -- - -- r 77.67 F ,VC, 1, ND fN / � 177.50 t°! t _ '. _... _..,. , ..,.._. .. .�, moo. Oo ..,..._. _,� ._.... Poo CJ4° ! �., . c ; '.:r,rr_ i o ---1 __.,,..� � ._ ... ^._� � 0 � � �tt�3i� I I �3,9t� v. FENCE ° o ©ptj OPJC.ebTc tfiK o00 \ ;, 'rs 77.3E 17.1 cE � ,,.ct ��� s// F� /--_"_ I --- -- \ 010 - 0:0 177 , 1 � I i -# ! ;I - ! � I \ rC,s+�RE�Tt t)r,t rt -idnY ; l X` v 1 rr F E AR 6 I \� TALL TEMPORARY j iN"J F RUGT TRACK:€, IPER r CFO IN CCih'ITY Q .-1%.. 6.04 a Box C1 kXIS_iFIG : U I L1000 EL 16 7. E \ 6E 7) BO p X 72 20 FS i 1 1 % 7 fiC16 ! cn 17o R r. ° X W DIRi%GOA S' f E-i 173.3F; 4 } t 175 . tL i - { f $'a � t�,f�sfG iu`r`� t �� 0 1 ?C x.35 �} , 1 ( ! a a j 4,7 { 1 0 10 0 i 17', INSTALL TEMPORARY S T t dc0 ° y 4 X 7} n 17.7v t : 5 FENCE ALONG PERIMET PER BC -01 AIJD DETA IiIS I FZIGh, , JttAG A�VE \ r ` ( SHEET t ff --.- t' ++ / ,/ r CAS IV 0 �i: j TELEPHONE f ISF!? -Ci - _ IRRI AXON dk7-c Ei H j! Imo` •h + , -.r_ lf)�I 1'", , + rLi +t3!)� %i}a i _ 4,AL'VIES 74.;x' t 1 i a i I'd .. 1 r6 .74.37 172. 0 7 d _.., 1 ( �. W14 HAND H94 -E r T " I JD i D x I T, .31 r I H � 1 '319"q t t_ rY .i 1 < a 6,4A._ryX J �- � ✓'� �} p'i %- - - -'" 4 IN (10 CM) _- ROWER 71Z (� X 1 Ca A_Ptl l 'WP;c \ ti ww..`. / Et_ {L. IL_ 30k 1J ` 000 I N,,, oo o o t o ScC 3,JK f i 3. ATTACH THE FILTER FABRIC TO 4, BACKFILL AND COMPACT THE ,X X X== ____'/P fT / THE WIRE FEN AND EXTEND IT EXCAVATED SOIL., 166.7 It sE9 `' C'' -. - NuE INTO THE TRENCH. FILTER FABRIC WIRE _ 130 163.3E SILT .FENCE DETAIL NOT TO SCALE t \ r GA rE ,___ .' r- - - _ -. .. _. � .�� ._,a __ _�.- _�'"�•,ti__,'- "-'_;_�,r_�,__ _- ~`'• ,.�[.. -' ( ALL TEAiPORAHY Sb1 _ - - MWALIL N g9 1T2 5 , /1 F�- 0% PERIW7ERR. - - t-` --A- l __ _- - - GftAVEC BAG Q 4ht, . :.x r HLh \ _ ° - - - -- i( 113.41 �h I �„ AMD CTAb TRIS W = "DAM3-AL IMF \ �. i1 -- - C t5 5 69.17 \ ITC 165 AB r_' 7, "'mn A °n e ° °y n ° n d n ° ° n Q n n n n a � a A n ° a °° n °a ° 4 a ° ° nd n ° ° ° ° nd n n 19' RADIUS A MIN. 20' MIN i&? FL 1E5 004 FL f67.4511 \ 1 -C 157.99 WIDTH AS REQUIRED NOTE: TO ACCOMODATE CONTRACTOR TO MODIFIY CONSRUCTION ANTICIPATED TRAFFIC ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE rC FS +/219 \ 172{76 ._^ Tt' 1,71 1�j -i \ 170 b4 C! 170,02 - - EROSION CONTROL PLAN SCALE 1 " =10' COARSE AGGREGATE FILTER T FABRIC ORIGINAL GRADE RUNOFF GAP BETWEEN BA ACTS AS SPILLWAY FL .172.91 TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED HYDROSEED RTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 KRIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEI6HT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUEILECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE 0PT1MUkf LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN 1. 20 LEIS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCA TIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN IWENED CONTAINERS WITH THE CALIFORJIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYP 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOI . C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20-0 ITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDLVG Y.• A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HIDI'TDSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AAWD ALL SECUR Y RELEASS ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY S! H WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAG51 MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANN NT BMP MUST ALSO BE FOLLOWED TO ENSLRE ND CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIAL& CEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. )CIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FJTURE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27. GRAPHIC SCALE SPECIFIED BY EA SOILS ENGINEER O�ZCHAELjg9ol� CONSTRUCTIONF�'i'RANCE DETAIL AS BUILT NOT TO SCALE sox A A GRAVEL BAG DETAIL z PASCO LARET i.I ITER Z NOT TO SCALE mExp� 12/31/15 a c & A SOCIAT S CIVIL ENGINEERING + LAND PLANNING +LAND SURVEYING BRIAN M. ARDOLINO DATE `�q� CIVIC- 535 North Highway 101, Ste A, Solana each, CA 92D75 R.C.E. ND. 71651 OF CA�i EXP. 12131115 1 ph 858.259.8212 � fz 858.259.4812 plsaengIneering,iLmj REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY oRKR ev cr+Ee,A BY APPR ®vAI..S CITY OF ENCINITAS ENGINE IUNG DEPARTMENT Di uwm' ®, CITY OF ENCINITAS SURVEY CONTROL POINT P ANS P RED UNDER THE SUPERVISION OF REVIEWED BY. QO EROSION CONTROL PLAN FOR ENC -1048, PER RECORD OF SURVEY I ER 18416. REVIEWED BY: �4- HORIZONAL 1 " =10' DATE: q'S•�'� -• R.C.E. N0. 71651 MASZH MAHER GLENN -PPUTM 1180 DEVONSbIIRE DRIVE 11983- G ENGINEERING PUBLIC VERTICAL N/A DATE: BRIAN M. ARDOL NO EXP. 12 -31 -15 WORKS CT R ELEVATIRt 173.376' DATOt NAVD88 DATE: 9/�$�[_4 DATE: s '1 PLANNING CASE N0: 14 -043 CDP A.P.N. #258 - 344 -17 SH ET 3 Or 3 612312014N: \Active Jobs \2224 Daizell- Devonshire \2224.pro PLEA 2224