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2013-11751 SG (Plans)RIGHT OF WAY NOTE EROSION COVTRCL STO#MA7ER PCLLUTMV CONTROL BAP WTDTES RELATIVE TO 10176TRIC7IIN ACTIVITIES CONT.. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KENNETH APPEL AT (619) 993 -8398, EROSION CONTROL CONT... 4B HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HODS A DAY. TOP OF CURB RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE FLOWLINE REMOVE EXISTING VEGETATION DALY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SHALL BE CONDUCTED IN PHASES TO AVOID LRNMECESSARY REMOVAL OF THE NATURAL SMHU TIMES DURING THE (OCTOBER TO NECESSARY GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY. THEY HELP DECREASE t1R4]TNAGE N7TE SHALL DE ON SITE ON OCT BER 1 CONVENIENT LL ENS 0 FACILITATE POWER POLE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LIMES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. LP WATER GRAIN AWAY FROM FOR A MINIMUM OF 5 FEET AT 2 PERCENT FG TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT C NV AND BE CONVEYED TO AN APPROVED OPAINAGE FACILITY. ED DRAINAGE 3. DEVICES SHOWN ON PLANS SHALL ACT BE MOVED OR MODIFIED WITHOUT THE APPROVAL IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED OF THE ENGINEERING INSPECTOR. BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BID THE UTILITY NDIE SOIL. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND (GRADING GENERAL NOTES ACTIVITIES ARE COMPLETE. 1. ALL WORK SHALL BE DONNE IN ACCORDANCE WITH THESE PLANS THE STANDARD 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRA01MG OPERATION OR WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. UMFOESEEN CIRCUMSTANCES WHICH MAY ARISE. MATERIAL ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ON -SITE CONSTRUCTION STOFNAOP STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTEO-MICAL EVALUATION FOR 1900 LAKE OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAIvKNT FOP ALL FUEL DRIVE ENCINITAS, CALIFORNIA" PREPARED BY GEOTEK, INC. DATED SEPTEMBER 12, 2010 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE STORED ON -SITE. AND UPDATE REPORT TITLED 'GEOTECHNiICAL UPDATE AID PLAN REVIEW, PROPOSED INCORPORATED HEREON. SINGLE FAMILY RESIDENCE, 1910 LAKE DRIVE, ENCINITAS, CALIFORNIA." PREPARED BY ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. GEOTEK INC. DATED NOVEMBER G 2013. ALL GRADING SHALL BE DOE IN ACCORDANCE B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST MAIN AWAY FROM THE FACE OF STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SLOPE AT THE CONCLUSION OF EACH WORK DAY. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STOFNORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF- R PUBLIC P- 9• ALL REMOVABLE PROTECTIVE DEVIrES S40MV SHALL uc IN PLACE AT THE END OF EACH STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND WAY OR EASEMENTS SHALL BE REQUIRED CONJUNCTION WITH IMPROVEMENT PLANS. WOFR1NG DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PERIMETER AT ALL TIMES. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT TRAINING PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE STQtNMATER POLLUTMV CONTROL PAST CONSTRUCTION BAPIDF NOTES EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL REPLACED OR REPAIRED TO CONDITION EXISTING PRIG? TO GRADING. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS BE TRADED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED DRAIN SYSTEM. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM! WATER POLLUTION CONTROL SHALL WASTE MANAGEMENT 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED INCLUDING SHORING AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMR /IMP WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GRaNxOVER PRIOR B. GRADING AND EQUIPMENT OPERATING WITHIN OE -HALF (112) MILE OF A STRUCTURE TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED NO SEEPAGE FROM DUUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND BMP /IMP FACILITY AND /OR THE TURFILANDSCAPED AREAS. SHALL BE PLACED AROUND QUMPSTERS TO DIVERT THE NATURAL STORMS RUNOFF. 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. DUMIPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMtPSTER LIDS SHALL REMAIN 4• NO DRAINS SHALL BE INSTALLED IN HAFDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS CLOSED AT ALL TIMES. DUUMPSTERRS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT BEEN HELD ONSIDE WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR M CIVIL WITH ANY TRASH MATERIAL. ENGINEER; SOILS ENGINEER, GRADING CONTRACTOR AND PERbITTEE. THE PRE - CONSTRUCTION 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND GES MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE DISCHARGE IT TO AN ADEQUATE I9018MP. FLUIDS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BL 1t1. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 6. ALL STOMWATEP IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR RECYCLED, NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INN FORMATION ON DISPOSAL OF HAZARDOUS CONSTRUCTION fTTE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE ALTERED WITHOUT A PERMIT FROM THE CITY. MATERIAL, CALL THE HAZ.APOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE HALL BE KEPT OFF EXPOSED SURFACES. PLACE TRAM CANS AND RECYCLING POLLUTANTS SHALL 11. UPON FINAL COMPLFTION OF THE WORK LAUER THE GRADING PERMIT, BUT PRIOR TO OBTAINED. RECEPTACLES THE SITE. FINAL GRADING A HALL AL AND /OR FINAL RELEASE OF SECURITY, AN RE IT GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. N0. 11751 -SG B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH PORTABLE TOILETS MUST BE IN GOD WORKING ORDER AND CHECKED FREQUENTLY FOR HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAIN9ENT AND LOCATE PORTABLE OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT BE FO SHALL BE FOLLOWED HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. BY THE DATE AND SIGNATURE O THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING O RTF ENTER THE ENCLOSURE'. THE ENCLOSURE SHALL BE LOCKABLE AN) LOCKED WHEN NOT IN ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND OPERATION. !USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE D(IMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR TRASH ENCLOSURE AREA. THE BERM CAN BE C96TRHCTED WIDE AND FLAT TO ALLOW HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION 07 7RENICHES. HE SHALL SUBMIT ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A (RAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE FOR MORE INFORMATION ON STRMWATER POLLUTION CONTROL MEASUURES AND MORE SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND FOR PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM( NOT TO PLANTERS OR THE STORM (760) 633 2770. OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOUR THIS STRUCTURE. SAN DIED UNTO WATER DISTRICT NOTES HIS OPIN111" ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE' EWTAp#ENTAL 1VTE& 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE VA 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR POSITIVE DRAINAGE ASH PREVENT PORING OF WATER. HE SHALL CONTROL SURFACE WATER (EXCLUDING ANY EXISTING MAN MADE SLOPES). AUN- EXISTENCE OF, ANY LNERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL OF THIS PROJECT. TAKE REMEDIAL MEASUIFE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 7.5 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 0 FT 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN I E LiIVE CROSSING TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 3. A.) AVERAGE DEPTH = VOLUME OF CUT (CF.) = 3.3 FT OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHAM BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OF CULT AREA OF CUT (SF.) UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE P. ACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0 FT 3. CONTRACTOR AND OWNER ARE PESPORS18LE TO RELOCATE AND /OT ADJUST TO GRADE ANY REMOVED rO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED OF FILL AREA OF FILL (S.F.) EXISTING WATER FACILITY (FIRE HYDRANT METERS VALVES VALVE BOXES ETC) WHICH IS TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE r ILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL 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 DISPOSED 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 F,'?OM 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 AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS CON41TTE (WASO 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 APE 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. I AKASCADTW- SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A STORAMATER POLUTION (XXNTRI7< BNP NOTES RELATIVE TO Ca)STR,CTION ACTIVITIES 1. ALL CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING CITY TREE IS NOT CLEARLY ENTS ARE TO BE REMOVED, T MAST BE PROTECTED T PLACE. CONCRETE WASHOUT ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. EVEN IF APPROVED IMPROVEMENTS REVISED IN CONFLICT WITH A CITY TREE IT MOST NOT BE � ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH COCRETE SLURRY. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO NOTIFrATIONNS MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT 1 AND APRIL 15. ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF LOCATION. OUR KNOWLEDGE THERE ARE ND EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS CONSTRUCTION SITE ACCESS HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO SITE ACCESS SHALL BE PROVIDE FOP VEHICLES EGRESS AND PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. CONSTRUCTION VEHICLES A SPECIFIC A Y FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR EXISTING IMPERVIOUS AREA PROPOSED* IMPERVIOUS AREA NET CHANGE 0 SF 540 SF 540 SF A. SEWERS - CTR - (760) 6- (76 0 CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING; AND ROUTINE EQUIPMENT *EXCLUDING ROOFTOPS B. GAS & ELECTRIC - 60) - (760I -43B -6200 MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. C, WATER - OMWD - (760) 632 -4209 D. TELEPHONE - SBC BELL - (760) -489 -3411 EROSION CONTROL E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SUFACES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 RDURS PRIOR TO ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND AS BUILT BONDED FIBER MATRIX. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.' NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. LEGEND PROPERTY LIFE NEIGHBORING PROPERTY LIME PROPOSED CONTOURS EXISTING CONTOURS EXISTING EASEMENT EXISTING EDGE OF PAVEMENT CENTERLINE EXISTING WATER MAIN EXISTING SEWER MAIN EXISTING GAS MAIN EXISTING MANGLE DRAINAGE DIRECTION PROPOSED BUILDING PROPOSED 3" PVC PIPE PROPOSED 4" CLEANOUT EXISTING 6" PCC CURB & GUTTER EXISTING WATER SERVICE (WS -09 & WC -17) EXISTING SEWER LATERAL CMU RETAINING WALL PER PLAN TOP OF WALL TW BOTTOM OF WALL BW ASPHALTIC CONCRETE SURFACE AC TOP OF ASPHALT BERM TO TOP OF CURB TO FLOWLINE FL GROUND ELEVATION G SEWER MAN -OLE SMHU WATER VALVE WV FIRE HYDRANT FH POWER POLE PP LIGHT POLE LP FINISHED GRADE FG FINISHED SURFACE FS (760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT INSPECTION WILL BE I•I -I SUBJECT TO REJECTION AND REMOVAL. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION BRIAN MICHAE ARDOLIND DATE SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND R.C.E. N0. 71651 TEMPORARY EROSION CONTROL MEASURES. EXP. 12 -31 -15 :A 1 - I' • • h� - -• G JJ 255 - m 0 OMNER/PEW TTEE ROSE BALDWIN 7256 SAN LUIS ST CARLSBAD, CA 92011 SITE AMiESS 1910 LAKE DRIVE CARDIFF BY THE SEA, CA. 92007 LEGAL �TIPTIAV PARCEL 3 OF PARCEL MAP 21004 APN_ 260- 523 -25 yiCnTY MAP (T. B. #1147 -E7) NTS ONMERS 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 CHANGES, 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. ROSE BALDWIN DATE 7256 SAN LUIS ST CARLSBAD, CA 92011 I, !Cmg . Gstt�A___ 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 OOTES Lt L I> AND __AL[�_• ONE COMPLETE 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 T SE NG PLANS AND CERTIFY THAT TRUE RECOM4MENDAT N THE SOILS REPORT FOR THIS PROD CT HAVE BEEN INCO DING PLANS AND SPECIFICATIONS. SIGNED.- - ------- - - - - -- SCE ND.: _ c��- ______ __ ____ EXP. DATE.- - -'3Ol J�----- - - - - -- - GEOTEK, INC. 1384 POINSETTIA AVENUE VISTA, CALIFORNIA 92081 760.599.0593 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 REQUITED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOdEO 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 SUFFFZCIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF FESPONNASIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEE FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER AM HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THEW \PERFORMED. YTHE ENGINEER. BRIAN MICHAEL. ARDULINO DATE QPOFESS,rD RCE No. 71651 �Q���ZCHAE( Aq <� PASCO LARET SU17ER & ASSOCIATES ti tiQ� OD 2� 535 N. COAST HIGHWAY 101 CD ¢ z rr SOLANA BEACH CA, 92074 Lu m No. 71651 0 rr Exp. 12/31/15 X PLEA 2065 i"4 j, EVIEW DATE & ASSOCIATES 'IL ENGINEERING + LAND PLANNING + LAND SURVEYING i North tllghw y 181, Ste A, Solana Beach, CA 92875 858.259.8212 1 f 558.259.4812 plcaengineering.com I` • '� � 't :ate _1A BMP STATUS: STANDARD 11:10DK,141: '*. •ur •M REVISIONS APPROVED DATE REFERENCES DATE BIRICIDdARK SCALE PLANNING & BUR DING DESBMAED BY DRAWN BY I CHECKED BMA BY APPROVALS l..il 1 OF E C11�I11AS L'il�IG11�IJ�F:I2ING DEPARTMENT DRAWING NO.� s �o zi clrY of ENCINITAS SURVEY CONTROL PDDNr PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEDStiN/ APPROV SIMPLIFIED GRADING PLAN FOR: 1 y �r� it M1 - ?e� NORTHWEST OQUA�NTTOF BO INGHAM THE DRIVE OF CURB, HORIZONAL NIA REV EWE Y: / �I /�V ^I_ / 1171 ®eJlj° AND LAKE DRIVE; PER ROS 18416. / DATE: 1 • Z I -14 BY: ✓ V � • BY �' R. C.E. NO. 71651 MASIH MAHER GLENN PRUIN 191® D VERTICAL N/A AT: BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 2 2- PLANNING CASE NO. 13 -061 CDP A.P.N. #260- 523 -25 SHEET 1 OF 3 ELEVATION 323.98' DATIkf NAV088 DATE: � 3 / DATE: � 1/2/2014N.• \Active Jobs \2066 Jenkins \2066.pro PLSA 2066 EAS \ W VVFO TI®Ni EASEMENTS PER TITLE REPORT PREPARED BY ADVANTAGE TITLE, INC. DATED JANUARY 28, 2011 ORDER NO. 410 - 1102495 -40 EAS&ENT FOR PUBLIC UTILITIES ® GRANTED TO SAN DIEGO GAS AND ELECTRIC CGPANY REC. NOVEMBER 18, 1952 IN BOOK 4658, PACE 43, O.R. EASEMENT RESERVED FOR STREET PER MAP 4554 ACCEPTED BY THE COUNTY OF SAN DIEGO PER RESOLUTION REC. FEBRUARY 14, 1975 AS FILE NO. 75-035076 OR. EASEMENT FOR PIPE LINES GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT NEC. JULY 5, 1972 AS MT. NO. 172634 OR. EASEMENT FOR PUBLIC UTILITIES ® GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY NEC. AUGUST 7, 1972 AS MT. ND. 206265 O.R. EASEMENT FOR PUBLIC UTILITIES GRANTED TO THE PACIFIC TELEPHONE AND TELEGRAPH COMPANY t4 / 11; /__ REC. AUGUST 28, 1972 AS INST. N0. 227944 D.R. I / �f EASEMENT FOR ROAD, PUBLIC UTILITIES AND SEWER PIPE LIRE ✓ / / /� t 10 GRANTED TO W. L. WYMAN AND REM L. WYMAN , RECORDED JUKE 4, 1973 AS INST. NO. 73- 150633, O.R. ✓ / 6, `1PVC YARD DRA W EASEMENT FOR DRAINAGE STRUCT)RES AND SLOPES l \ W/ ATRILM MATE TW 283.0 ® GRANTED TO THE COUNTY OF SAN DIEGO FG 281.6 REC. JULY 18, 1977 AS INSTR. NO. 77- 286692, Q.R. c? / S66'4436E; l46.4i` FIRE DEPT. NOTES. 1. ALL FIFE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 % s 1 \ 2. FIFE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE 70 PROVIDE ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 5032.3 3. THIS GRADIENT FOR A FIRE ADMRATUS ROADWAY,' THIS GRADE SHALL NOT \ •� \ , / 1 Cm II EXCEED 20 %. GRASS EXCEEDING 15% (INCLINE OR DECLINE) ON FIFE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. V !\ 1 1 I) MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF OF TRAVEL, O EQUIVALENT, TO EAD -14WE TRACTION THE ENTIRE LENGTH HE (MAWA CALCILATIat � IV \ i \ l \ \ GROSS LOT AREA = $060 SF \V V �A \ \� � 1T OF 15% TOTAL AREA EXEMPT \ �+ FROM MAWA CALCULATION = 8,911 SF \ \ \ t FG 282.0G 282 0 TOTAL LANDSCAPE AREA - 149 SF * 42.9 # 0.62 * 0.7 +(0.3 if 0) = 2,774 G /YR \ 1 �1 r� s LMOISCAPE EIFICM CY B P ROTES FG 283:: 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO I \ DETECT PLANT OR IRRIGATION SYSTEM FAILURE i1r-284 0 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION EX STEEP SLOPES ASEMENT 3. ERADICATION OF INVASIVE SPECIES / PER DOC.`2012 2 NECK. 111 MAY 1 2012 FPO F4; qQ 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN N ' I REQUIRED 8 G 282. 5. REPLENISHING MULCH AS 6. OIL AMENDMENT WHEN NECESSARY NEEDED 285:8 RY TO SUPPORT AND MAINTAIN TW 7 HEALTHY PLANT GROWTH _ �+ - - _ SOO'44 367 74 .70 F 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TUgF AREAS \Q B. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE f-' FN. 260- 52-:3-17 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP) e ' 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER ALLOWANCE) 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS HYDROZONE" 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA M APPLIED WATER ALLOWANCE) ��u�A/�tlQy MAN01k S•p4cY.4� > &bcp� N.+LL aNIaRGtAA'�13Q� TG 281.43 AtAc3 DROUGHT T TOLERANT 2" HARDWOOD MULCH/ PLANTS (TE GRASS COVER OR CITY DROUGHT TOLERANT APPROVED EQUIVALENT PLANTS (TY,J 6" MWIMKIM 4., dAtt TG 270 1 I 1 l ' Y 6" �_ " -' f ('I , . -!� !lam° VEL mm��m Pq 282:,' /Fq 281.7 IE 281.1 * * * * -�. NOTES: 1. A SEPARATE RIGHT -OF -WAY CONSTRUCTION PERMIT SHALL BE OBTAINED FOR DRIVEWAY APRON CURB, GUTTER SIDEWALK AS WELL AS ANY OTHER WORK IN RIGHT- OF-WAY 2. ND GRADING, IMPROVEMENTS OR STORAGE OF MATERIALS SHALL OCCUR AT ANY TIME WITHIN THE RECORDED OPEN SPACE EASEMENT. FG 282.0 FS 284.0 °'FS 284.0 INSTALL BIORETENTION BMP 33.0 LF 4" PV @ 1$ot. I I ` AREA 1 NOT TO BE MODIFIED N1Rz CuT I �� CITY OF NCINIT FROM . BMP 07.3, 1 _L - PARCEL 3 AREA TO BE MAINrArnEO BY �=- I FS 275.0 PROPERTY OWNER (114 SF*) 1 6" PVC YARD OR AIN I I F8 =281.1 W/ ATRIUM GRATE I( APPROXIMATE TO 281.93 I ( LOCATION /) IE 281.43 I $ASEM�NT 1 FS 283,9 ',FS 284.0 I FF= 275.00 PIPES 1 I PAC?= 274.33 n0y fB 275.0' R2A15ED FLOOR ( � R{A__TBEE.- FOUNDATON, I r - - - - -DECK- FF= 284.5 I -- FG =282.0 III 2-e�s I z, I t FS _TW 278,5 j FS 284_ FS 284.0 tf - -- FS 284.0 FG 282.0 FG 282.8 IL FS 284.9 _ in - FS 2i 281.6 TW 284.0 76 2813 TW 282 0 4 @yC t FS 282.0 FS 282.0 IE 280.0 6" PVC YARD DRAIN W/ ATRRX GRATE AF'N: 260- 523 -16 "=10' SCALE 1' DEDICATION 60' PUBLIC ROAD EASEMENT r� � o. rf 7 C VNIF O-UlZ 1 INSTALL BIORETENTION SW AREA 2 NOT TO BE MODIFIED W/O PERMISSION FROM THE CITY OF ENCINITAS. BMP AREA TO BE MAINTAINED BY PROPERTY OWNER (35 SF:0 FG =270.6 m I r Eli * * { rG * IE LJFG 272 2 } 0 I t r� u a OF,QR'PROX. LOCATION ABANDONED 6" WATER INE APPROX. LOCATION OF j z EX. 8" WATER LINE `'PER RS -1111 35 (T -3050) 1 f SDWD WO -77 -41 10 \I 1' RIGHT -C THE CITY REC. i REMOVE & DWY ,APPRO. GUTTER & SDRSO G -4 MAIN -WAY .� IIN w '1 t`T1 J EX i SE OUT 2703 REMOVE & REPLACE FED RAMS APPROACH W/ C'UTB, GUTTER & SIDEWALK PER SDRSO G -4 & G -7 �- 4" PVC YARD DRAIN W/ ATRIUM $RATE INSTALL DECORATIVE PERVIOUS PAVERS BY ORCO AQUABRIC OR CITY APPROVED EOUIV 2" BEDDING PER MANU=ACTUI:ERS SPECS IE @ MAIN=263.91' EX SEWER LATERAL PRIVATE ENCROA04ENTS TO BE MAINTAINED BY 239.83 LF @ 2.68% WOUPW 1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE FESPONS161LITY OF THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION r. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER r r • •v�r OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE .r r r CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK - PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES WHEN THE ■1+ «!G D1 u►a1'1111l[1R[I 111% DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF 3% O 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED tf1lIII [I111g,lliiT�iilitaV3.Easra (� OR MALFUW'TIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM FG 282.0 FS 284.0 °'FS 284.0 INSTALL BIORETENTION BMP 33.0 LF 4" PV @ 1$ot. I I ` AREA 1 NOT TO BE MODIFIED N1Rz CuT I �� CITY OF NCINIT FROM . BMP 07.3, 1 _L - PARCEL 3 AREA TO BE MAINrArnEO BY �=- I FS 275.0 PROPERTY OWNER (114 SF*) 1 6" PVC YARD OR AIN I I F8 =281.1 W/ ATRIUM GRATE I( APPROXIMATE TO 281.93 I ( LOCATION /) IE 281.43 I $ASEM�NT 1 FS 283,9 ',FS 284.0 I FF= 275.00 PIPES 1 I PAC?= 274.33 n0y fB 275.0' R2A15ED FLOOR ( � R{A__TBEE.- FOUNDATON, I r - - - - -DECK- FF= 284.5 I -- FG =282.0 III 2-e�s I z, I t FS _TW 278,5 j FS 284_ FS 284.0 tf - -- FS 284.0 FG 282.0 FG 282.8 IL FS 284.9 _ in - FS 2i 281.6 TW 284.0 76 2813 TW 282 0 4 @yC t FS 282.0 FS 282.0 IE 280.0 6" PVC YARD DRAIN W/ ATRRX GRATE AF'N: 260- 523 -16 "=10' SCALE 1' DEDICATION 60' PUBLIC ROAD EASEMENT r� � o. rf 7 C VNIF O-UlZ 1 INSTALL BIORETENTION SW AREA 2 NOT TO BE MODIFIED W/O PERMISSION FROM THE CITY OF ENCINITAS. BMP AREA TO BE MAINTAINED BY PROPERTY OWNER (35 SF:0 FG =270.6 m I r Eli * * { rG * IE LJFG 272 2 } 0 I t r� u a OF,QR'PROX. LOCATION ABANDONED 6" WATER INE APPROX. LOCATION OF j z EX. 8" WATER LINE `'PER RS -1111 35 (T -3050) 1 f SDWD WO -77 -41 10 \I 1' RIGHT -C THE CITY REC. i REMOVE & DWY ,APPRO. GUTTER & SDRSO G -4 MAIN -WAY .� IIN w '1 t`T1 J EX i SE OUT 2703 REMOVE & REPLACE FED RAMS APPROACH W/ C'UTB, GUTTER & SIDEWALK PER SDRSO G -4 & G -7 �- 4" PVC YARD DRAIN W/ ATRIUM $RATE INSTALL DECORATIVE PERVIOUS PAVERS BY ORCO AQUABRIC OR CITY APPROVED EOUIV 2" BEDDING PER MANU=ACTUI:ERS SPECS IE @ MAIN=263.91' EX SEWER LATERAL PRIVATE ENCROA04ENTS TO BE MAINTAINED BY 239.83 LF @ 2.68% WOUPW 1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE FESPONS161LITY OF THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAIN MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER AND SPILL CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK - PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. O 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN (� OR MALFUW'TIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLM,, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. 6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE ARF=AS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 7. 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. B. ALL UTILITIES SERVING THIS SITE SHALL BE .INSTALLED UNDERGROUND. 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMtkN1 OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 10. 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 BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSUE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRAPATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE, 11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORE! RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. • i• i rr r r r 4r •• t i •a r i• ra. r ar •i• r•. a. .i r ii •/ n r rar r .a. •i r• r r i t• • • • i, ar r � r•. r •• •.r.a. r .:. t i •/ r -a• •�-. i •r i as ••i•• r a• r: r ar °r a/ t r• r r r •r•. / F ! r .ka `i•a• I 57� r c r• iar r r /- a/ i r•r iti i• i• r• i : r.-c ar i• ..r r * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL RE MINE" 24" DEEP v- "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" VEEP JARIES GRAPHIC SCALE 1 " =10' SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOORT MULCH AND 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX �k 20 -30% TOPSOIL, FREE OF STONES STU41P3, ROOTS, OR SIMILAR OBJECTS, SHALL CONTAIN 50-60% SANS 20 -30% COMPOST OR HARDWOORJ MULCH, AND 20-30% TOPSOIL, FREE OF STONE'S, STUMPS, ROOTS, OR SIMILAR OBJECTS ( I i cs 4" - 3 /B" GRAVEL AND ALSO FREE OF NOXIOUS WELDS. AND ALSO FREE O NOXIOUS WEEDS. � �� JOINT TRENCH - ExrsrlNG PGC CuFO ' O° p° °� a 0 10 20 30 ** 3/4" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE Dc Do 12" - 1/2" GRAVEL DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE ** 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE ,GUTTER & SIDEWALK _ ppFESSIO EXISTING CLFR GUTTER DETAIL DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE & SIDEWALK PER SMSD - - �:._ _ ` DETAIL EXISTING 8 AC EXISFINffi 12 EXISTIIO 8" PVC 1itNStIAE #ERFISYEZ3 _1 k'Q 9 �' MASCO L.ARET SUITED G -7 & G -2 - NATURAL GRADE ` ? 4 THE EFFECTIVE AREA O. THE BASIN SMALL BE LEVEL AND SHALL BE SIZED WATER MAIN BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED EXISTING 6" PVC WATER MAIN SEhEA MAIN PLALL'O wf fg oO y Q. � Y, BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE ABANDONED (rRAVdL SE=61J. 3" PERFORATED c�a ¢ m m . BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. WATER MAIN PVC StDI#?AIN � No 71651 c m Exp. 12/31/15 � �t ASSOCIATES ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST B" BELOW ADJACENT FINISHED SURFACE ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW T . PERVIOUS PAVER DETAIL } CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING ADJACENT FINISHED SURFACE TYPICAL SECTI ®N. LAKE D 1 " =2' SCALE 4'l CIVIL �P 535 North Highway 101, Ste A, Solana Beach, CA 92075 LANDSCAPE BW AREA 1 LANDSCAPE BW AREA 2 NOT TO SCALE RF c F ph 858.259.8212 1 fz 858.259.4812 plsaemgineering.c�nffi 1 " =2' SCALE 1' =2' SCALE REVISIONS APPROVED DATE REFERENCES DATE SQUE BLmT oeslBNeo BY DRAWN ev cHeBKA BY OVALS CITY OF ENCINITAS ENGINEERING DEPARTMf M DRAWING NO. bmPsWA S Id t 14 CITY CF ENCINITAS SURVEY CONTROL PAINT PLAN PR EPA D UNDER THE SUPERVISION OF RECOMMENDED APPRO SIMPLIFIED GRADING PLAN FOR: /�A NORT WEST QU DRANT OFSBIR4I ORM HORIZONAL 1"=10' 11 R1 I't AND LAKE DRIVE, PER ROS 16416. BRI MICHAEL ARDOLINO DATE DATE. z BY' MASIH MAHER ^- BY. GLENN PRUIN 191® LAKE DRIVE 11751 -SG VERTICAL N/A R. C. E. NO. 71651 R. C. E. N0. 71651 BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 TI EL LEVATIONk 323.98' DATULt NAVDBB EXP. 12 -31 -15 DATE: - DATE: 2111114f PLANNING CASE N0: 13 -061 CDP A.P.N. #260 - 523 -25 SHEET 2 OF 3 f � � f If W/ RIU \ R 37 LF 4 "PVCP2' ~ 1---6" PVC YARD DRAIN CONSTRUCT' SDRSO C ' W/ ATRIUM GRATE ^_PET WALL. IMAX HT TG 281,43 ­-CONSTRUCT SDRSD tNS ALl- 6" PCC Tt 277,76 s REf WAL- MAX NT p CUR T E 1iAL5TALL TEMPORARY FG 282 a�an F 1 IE `_ f l,9�T � 82 a C la:l5�1 '�15�$ AT lI� 0 a T6 27r !✓.).DIM fN06 ; a_ J? .,r . `C 282 0 PFaZfrC�B , Ft 2tE IF 274 00�, i- .281.1+ �-4 � • rt=F3� ' B1 iF + >f ,r r s + t`.. -! R + •'10OI' + a + FG 281 o v. 9 + QQ fb + + + _ . _. T ; 41 LF 4, PVC 1 \ + + + + =+ ....:+ + 282 1 - FG 082 0 IW 279.0 IZ � ,;_ : } \\ I p + + + + - 0 �� f} FS 275. + 0+ + + + rG E2 FS -1840, ' (S 78701 - d1 I - - - - - - - - 0 I FS 275 0 1 F + + f , x.3_0 9LO O� I I � ,� INSTALL BIOREi NI SLN SIMP - • a M I AREA 1 NOT TO BE MODIFIED � _ + + + PER 55.04 2� I I \ W/O PERMISSION FROM 'THE n ? 0+ + + r h J I CITY OF ERrCINTTAS, BMP 11 } I \ AREA TO BE MAZNT.4INED BY + + 0 + + I `PROP_ RT'v OWNER (114 SFr) FS 275.0 14 1 O p p 6" P YARDI AIN I -_ _ _. l + + + + _.. __e. , I F- 2.21.1 I r 1- 1_ IE 2&1.43 ` I \ - APPROXIMATE I 5 Wf A 1 HTUM ORA 3'E O I F3ASEMFl7 r�� \LIM OF-- +1 +,7' 1 t% FS 283 9 S 'f34 0 I FF,= 275.007 PI E� f \ \ \ GRAD I G hp+ T -- p 2% I FAR= 274.33 If 8 275.00' I -�-�•� _ FG 282.0Nwe 1 N =A1,9�U:_ F -,)uw wribNL I CONSTRUCT U RE r_ 4 L n - -QECK- F, 2634.5 ~ 1 WALL -W HT 5' FG 2219 - -4 SQRSD C­3 A F?ti'. Ir) IN 2825 I 1 1 J 1 1 \ \ 1 0:0 _ - - TW 2785 i_ L I } X \ iW 284.0 0 0 - ! FS P84.0 r ` T'73 _ Q TFX STEEP �SLOPES ASEMEN - FS 289.0 t - -- -- ' L1 j W._.I s - -- `o r W 276 �� J PER DOC.12012- 25930 RE R AF 282.0 _ , t- J MAY 1, X012 cII -- _ _ __ r. I I nc a S 274 B I CONSTRUCT SDPSD r -2 � 283 S€� FS 279 4 $v FC 2B2.0 r �RiET ALL AX HT 3.a' _ FS 2a4 0 FC ?3 0 _ - H'S 271.9 HAACRAIL l T hG 222.0- __..._, .., v! 609 044 367 74.74 ` � Zi d a IE 28O.0 EROSION CONTROL PLAN SCALE I"--10' I EXLc�" WATER , U Ct Df� TRICT -10 �S ALL bOAL r�RETE AT I DhNEP `5 EXyPE SE. j'JNDLRLtRAZtV � Ed % ©' PER ISDRSOI D-- 17, - -t CLEF NOU7 Jr t Tt 283 6, _r.- ? 1' .__ . P IE I271 JE I=mo. _2.- � FG �'73.Ec}I� `�f INSTALL BIORETENT 6N BMP AREA 2 NOT TO BE MODIFIED W/O PERMISSION FROM THE CITY OF ENCINITAS, BMP AREA TO BF_ MAINTAINED BY PROPERTY OWNER (35 SFr) FG =270.5 try i •'S i';i J S I rc rG ( ° JPPR7OX. LOCATION d QF ABANDONED 6" F fATERLINE - APPROX. LOCATION OF EX. E" ACP WATER LINE PER RS -1135 (T -1 +050) w. ," SDWD X10-77 -41 t ' 3: LCJ I s � OF P� 7PIE V MAIN v.- S 1511 ACE F�CGHT -OF -WAY r RE FRED FOR PU TI Y WITHIN U� ie - �--__ -_�. -j! = VE - EX E w. APPPOJ 311 �. OU ET 014CHARGE IE= 70.7 1 ' _ GHT-Off-WA Y OEDICATIO! THE CITY P =T DOC, IREC. _ _ o t vt d R -NLACE EX IDWY APPROA H Wf COlR2, 6O1T R & EWALK PER SDR G -4 G -7 IUNDE� DRAIN R 1% PEP 13DRSD -27 IE T 270 3 VE & PLACE PED i RAM, 'A 0 CH W/ CURS RUT` R & S DEWALK PER SDR G -4 6 -7 4 " P C YA DRAIN W/ , RIUM ATE ­IE P MAIN =253.92 EX SEWER LATERAL PRIVATE ENCROACHMENTS TO BE MAINTAINED BY HOMEWOWNER IN ACCORDANCE WITH EMRA 239.63 LF D 2.58% HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS LESS SLOPE IS NOT SUBJECT 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 OPTIMUM 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 LBS 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 ALYSSUW (CARPET OF SNOW) 6. 112 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, RE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREE T OR RE SIDENTIAL 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 UNOPENED CONTAINERS WITH THE CALIFOF14IA 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. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20-0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.' A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OR 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 09 FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING UNTIL THE PROJECT IS COLLETED AND ALL SECURITY RELEASED. EROSION CONTROL LEGEND HATCHED AREA REPRESENTS HYDROSEEDING HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE GRAVEL BAGS PER DETAIL A SILT FENCE PER DETAIL B 00000000 === -X X- GRAPHIC SCALE 1 " =10' 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) THE POSTS.( NOTE: TRENCH UPSLOPE FROM AND 0 10 20 30 CONTRACTOR TO MODIFIY CONSRUCTION ALONG THE LINE OF POSTS. ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE - 314" MIN COARSE / AGGREGATE A ADJACENT PROPERTY DISTURBANCE NOTE / / a� - r' // ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. FZL TER �/J IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY FABRIC °° ORIGINAL H ° d ° ° ° - - �/-�� PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER GRADE ° / 4 IN (10 CM) MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ` - ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY ° 4 ° WIDTH AS REQUIRED AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO pFESSjO ° °� ° ®° ° TO ACCOMODATE - �/® 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. QQ Nq w ° O CHAEL ! A ®® ° x ° ° A ° ° ° ° ANTICIPATED TRAFFIC �r THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. ADDITIONAL NOTES Iq INTO THE TRENCH. h o ® _j ° ° ° ° A 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE ti@ A Al ° ° MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. m N0. 71651 o m 1.1' MIN., UNLESS OTHERWISE ° ° ° A4 ° A RUNOFF TWO LAYERS OF GRAVEL BAGS I SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS GRAVEL BAGS) MUST BE w M SPECIFIED BY A SOILS ENGINEER WITH ENDS OVERLAPPED 1�I IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP Exp. 12/31/15 a A ( III ' I ( FILTER FABRIC MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT itt S ONA A 19' RADIUS L�) II�II I I�( MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR ST Cl P MIN. 20' MIN GAP BETWEEN BAGS WIRE STUCCO WASHOT REO FOR HAZARDOUS MATERIALS PLACEMENT OF C F61 ACTS AS SPILLWAY LS RE RVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA ' A \/ � MEANS STORM RIVEWA GENERATED APL? CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF. PACCO CARET Sl1ITER L:IE7 IL A: GON57RUG7I0N EN7RANGE � i� IL. 5: A X SA65 ROOF L PARCELS DRIVEWAY, AND STREET. NOT TO SCALE 't /� 3. ALL PARCELS ARE SUBJECT D TO ARCHITECTURAL TtHEL DESIGN N GUIDELINES FOR FUTURE Bc ASSOCIATES NOT TO SCALE d� L. I1! SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. 535 North Highway 101, Ste A, Solana Beach, CA 92075 NOT TO SCALE 2006 -27. ph 858.259.8212 1 fz 858.259.4812 1 plamnglneering.com REVISIONS APPROVED DATE REFERENCES DATE BE CEMIAM SCALE AS BUILT DESIGNED BY DRAWN KRK BY CHECKED BY A I OV�a �^17+*+V OF 1�74CeINUAS ENGINEERING DEP A RTNI'L NT D A�y7gN NOS t (• t CITY OF FOUND .5 SURVEY CONTROL POINT � PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO EROSION CONTROL PLAN FOR r ENC -39, FOUND 2.5 �1ASS DISC IN THE TOP OF LY�?Q NORTHWEST QUADRANT OF BIRMINGHAM DRIVE HOPI ZONAL I"=10' _ " !! ! 9 •' �( ,, ^ 11751-SG APB LAKE DRIVE, PER ROS 18416, - DATE: 12i iN BY: _ _• /►� ` BY: BRIAN MICHAEL ARDOLINO DATE R. C. E. NO. 71651 MASIH MAHER GLENN PRUIN 1910 LAKE DRIVE VERTICAL NIA R.C.E. NO. 71651 BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 ELEVATIOPt 323.98' DATUM' NAVD88 EXP. 12 -31 -15 DATE: 21 3/ 14 DATE: 2110/y PLANNING CASE NO.' 13 -061 CDP A.P.N. #260 - 523 -25 SWEET 3 OF 3 1 12 12014NAActive Jobs \2066 Jenkins \2066.pro PLEA 2066