Loading...
2013-11529 SG (Plans)RMIT OF WAY NOTE EROSSMN CONTROL SI MT84 POLLUTION CONTROL BMP N07ES RELATIVE TO CONSTRUCTION ACTIVITIES CONT.. OLIVEM•IADV MUNICIPAL NATER DISTRICT NOTES CONT... LEGAL DESCRIPTION OMtER/PEF#IITIEE 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... 17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE PARCEL 1 OF PARCEL MAP 20444, IN THE CITY OF KENNETH APPEL 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 24 HOURS A DAY. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT TEE WHENEVER POSSIBLE. ENCINITAS, COUNTY OF SAN DIEGO, STATE OF 7773 STARLIGHT DRIVE RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED CALIFORNIA, ACCORDING TO MAP THEREOF FILED LA CA 92037 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 BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE FEBRUARY 21. 2008. LA JOLLA. JO LA. C TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SOIL. DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY DRAINAGE NOTE SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE THE FIRE DISTRICT. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING APNs SIZE ADDRESS WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT ACTIVITIES ARE COMPLETE. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL 264- 173 22 2620 LONE JACK ROAD AND BE CONVENED TO AN APPROVED DRAINAGE FACILITY. OF THE ENGINEERING INSPECTOR. REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. ENCINITAS CA 92024 WATER USAGE FOR OUST CONTROL SHALL BE MINIMIZED. LRTI_M NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. ON -SITE CONSTRUCTION MATERIAL STORAGE PROCEDURES IN THE OMWO STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED 9 THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND OLIVENHAIN RD cvr.�p GENM& NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES A5 MAY BE SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT APPURTENANCES. ny SHE E OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR STORED ON -SITE. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION r S SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO OF TCH CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ELIMINATE OR REDUCE POLLUTION OF STORMWATEA FROM STOCKPILES KEPT ON -SITE. EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM 1 -5 a �9 ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. m , TO ANY REQUEST FOR INSPECTION. PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND z STORMURAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF o 2. THE SOILS REPORT TITLED " COMPACTION REPORT OF ROUGH GRADING PARCELS 1, 2, AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION 3, TPM 05 -202 COMMUNITY OF OLIVENHAIN, CITY OF ENCINITAS SAN DIEGO COUNTY, INCORPORATED HEREON. THE PERIMETER AT ALL TIMES. AND ELEVATION OF PIPES AND APPURTENANCES. EN CI NI CALIFORNIA FOR R&R PROPERTIES 2611 SOUTH PACIFIC COAST HIGHWAY. SUITE 103, 7A BL VD LONE CARDIFF, CA 92007.' W.O. 4798 -6-SC" PREPARED BY GEOSOILS, INC. DATED MAY 6, 2008 AND B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF TRAINING 23. CONTRACTOR SHALL GUARANTEE ALL WOC FOR A PERIOD OF ONE (1) YEAR AFTER THE a JACK UPDATE REPORT BY GEOSOILS INC. GATED FEBRUARY 25, 2013 ALL GRADING SHALL BE DONE IN SLOPE AT THE CONCLUSION OF EACH WORK DAY. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY ROAD ACCORDANCE W H E RECOMHH, NDATIONS AN SPECIFICATIONS CONTAINED IN SAID REPORT °= 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH BE TRADED TO FAMILIAR WITH THE CITY O ENCINITAS STORMWATER POLLUTION CONTROL OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO m 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF- REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE 2 WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE r �� PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER PULLUTIaV CaWROL POST CONSTRUCTION EhF11 P NOTES WASTE MANAGEMENT 24. ALL VALVE BOX INSTALLATION FOR BURIED VALVES IN PUBLIC PAVED STREET WITHIN 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED THE COUNTY OF SAN DIEGO SHALL ADHERE TO THE COUNTY'S REGIONAL STANDARD DRAWINGS - _ PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE I. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS - 7�AGIFIC �Ap REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND N0. W -12A AND W -128 FOR VALVE WELL COVER AND VALVE WELL FRAME AND ASSEMBLY. =ANN PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 3. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DRAIN SYSTEM. 25. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY -_ -_ NTS DISTURBcD OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO NATURAL STORM BERMS /DIKES APPROVED IN WRITING BY THE DISTRICT. VICll rl l Y lYltil- 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL SHALL BE PLACED AROUND CHECKED FREQUENTLY TO DIVERT THE NATURAL STORM RUNOFF. CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DUMPSTEAS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES 7. THE CONTRACTOR SHALT DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT LANO<SCAPDNG NTS INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP WITH ANY TRASH MATERIAL. ONNERS C�RTIFICA7E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. B. GRADINL AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL RR DISPOSED NON-RECYCLABLE MATERIALS MUST N TAKEN TO AN APPROPRIATE LANDFILL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS 2• FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR 9. NO GRADINr OPERATIONS SHALL COMMENCE UNTIL APSE- CONSTRUCTION MEETING HAS 1 AND APRIL 15. INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT.' CITY INSPECTOR, CIVIL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY DISCHARGE IT TO AN ADEQUATE IMP /BMP. RECEPTACLES AROUND THE SITE. EXISTING PROPOSED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR CALLING (760) 633 -2770. IMPERVIOUS AREA IMPERVIOUS AREA NET CHANGE WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE 10. RIOR TO ;MAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR COMPACTION ND STABIL TY OF THE SITE. CONSiNUvrION aiTE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE ALTERED WITHOUT A PERMIT FROM THE CITY. lA1 rT LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. 0 SF 2,530 SF 2,530 SF SH1L COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE WITH REGARDS TO THE HAULING OPERATION. OBTAINED. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND *EXCLUDING ROOFTOPS KENNETH APPEL DATE STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 7773 STARLIGHT DRIVE FINAL GRADING APPROVAL AND /OR FINAL RELEASE SECURITY, E IT, GRADED B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH LA JOLLA, CA 92037 CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11529 -SG STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND 619.993.8398 HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO SOILS ONu1lt� 8 CERTIFIrA7E HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT PROPERTY LINE ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED (760) 633 -2770. BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT NEIGHBORING PROPERTY LINE ✓rP OPERATION. ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE OLIVEJ�I'IAIN MUNICIPAL WATER DISTRICT NOTES I, ice? G)•�KE[LY A REGISTERED CIVIL ENGINEER IN THE STATE OF TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS PROPOSED CONTOURS 255'' MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE CONDITIONS PREVALENT WITHIN THIS ITE WAS MADE BY ME OR UNDER MY UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE �$ SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND EXISTING CONTOURS r ":` - DIRECTION BETWEEN THE DATES l /V{%S0 � AND =�iY j. ONE COMPLETE COMPACTION TS FILLS AND D AND LIL AND COMPACTION OF TRENCHES. HE SHALL SUBMIT CONSTRUCTION OF WATER MAIMS AND FACILITIES INCLUDING ALL AMENDMENTS ADOPTED EDD Y SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY O ANY FILL DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE SOILS REPORT COMPIL FROM THIS STUD , WITH MY MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT GRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. EXISTING EASEMENT - - - - - RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY OBSERVATIONS AND TESTS WERE MADE BY HIM OP UNDER HIS SUPERVISION AND THAT IN ENGINEER, FURTHERMORE I HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED ENVDREAITAL 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EXISTING EDGE OF PAVEMENT - -fir - -� - -r r - USE• 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE (EXCLUDING ANY EXISTING MAN MADE SLOPES). THE PRE - CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. BEEN IN=iwv� IN THE GRADING PLANS AND SPECIFIC 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE CENTERLINE - „ POSITIVE DRAINAGE AND PREVLNT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 4 FT AND THE MAXIMUM 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. SIGNED:_ _______________ AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT EXISTING WATER MAIN VERTICAL HEIGHT OF FILL IS 4 FT TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN �- TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ADVANCE OF ANY SHUTDOWN. RCE MO.: _ { , + {. 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.3 FT EXISTING SEWER MAIN - S S - ° N� R+ Ell OF CUT AREA OF CUT (S.F.) EXP. DATE_- . _____________ 7� 1 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING - § Exp. EXISTING GAS MAIN -(- G (.1/3 PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON � B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 1.3 FT GEOSOILS INC. d o OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE A MONDAY OR FRIDAY. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE OF FILL AREA OF FILL (S.F.) EXISTING MANHOLE 0 5741 PRUNERS WAY ,qE` 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A CARLSBAD. CA 92010 r .< REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED C A TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL FARTFAIggC DATA COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE DRAINAGE DIRECTION _� _,. 760.438.3155 BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. IN STRICT ACCORDANCE WITH SPECIFICATIONS. 300 CUBIC YARDS REMEDIAL PROPOSED BUILDING 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. STATEMENNT (.F ENSD�M OF NOW 80 CUBIC YARDS EXCAVATION (CUT) CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED SL TO FINISH GRADE TO PRODUCE 230 CUBIC YARDS EMBANKMENT (FILL) PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. PROPOSED 3" PVC PIPE - - - - - - - - - THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED RA THE ENGINEER THE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER 150 CUBIC YARDS IMPORT 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE PROPOSED 4" CLEANOUT o ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK OF WO ?, AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS WASTE MATILH EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO # ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL EXISTING 6" PCC CUn3 & GUTTER REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN - REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE.' 800- 227 -2600) FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY TFE CITY OF CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO EXISTING WATER SERVICE (WS -02 & WC -17) ----------- - - - - -i W C ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN• 16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED COMMENCEMENT OF WORK. B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION £.E., LINE AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS PILED OR OTH&r WISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED EXISTING SEWER LATERAL - OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. BEFORE ANY CONSTRUCTION BEGINS. -' AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS. AGENTS, AND EMPLOYEES UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECUFRED FROM THE (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS MODULAR RETAINING WALL PER PLAN FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS. SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SHRINKAGE OR SWELL FACTORS). ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS L WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S DEPTH &QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION OCATED IN PUBLIC RIGHT -OF -WAY. TOP O= WALL TW 111E WOR PERFORMED BY THE ENGINEER. URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. BOTTOM OF WALL BW BY' SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS ASPHALTIC CONCRETE SURFACE AC BRIAN MICHAEL ARDOLlNO DATE SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A STORMWA7ER POLLUTION COMAOL BAP NDIES RELATIVE TO COSTRUCTION ACTIVITIES 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE OI USE OF JOINT TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CONCRETE WASHOUT COUPLINGS WITH 4 MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING TOP O ASPHALT BERM TB (CURVING) OF PIPE SHALL BE PERMITTED. F\OFESSjp CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. CONTRACTOR LL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TOP OF CURB TC RICE N®. 71651 O p CHAP( �q( EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE. SLURRY• 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT FLOWLINE FL t1Q� �� 4Q0 F2 DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND PASCO LARET BUTTER &ASSOCIATES v~i Q2 ®< ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED GROUND ELEVATION G Cr r NOTIFICATIONS LOCATION. BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR 535 N. COAST HIGHWAY 101 u No. 71651 'CD m, SEWER MANHOLE ShAR SOLANA BEACH CA, 92074 a 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED � Exp. 12/31/13 ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF CONSTRUCTION SITE ACCESS BY THE DISTRICT'S REPRESENTATIVE. WATER VALVE WV PLSA 2013 Yi OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, STABILIZED TIN SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND FIRE HYDRANT FH S HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET lq CIVIL PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF POWER POLE PP OF CALIF THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. LIGHT POLE LP UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION CONSTRUCTION VEHICLES OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT FINISHED GRADE FG CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT THE DISTRICT'S PRIOR WRITTEN CONSENT. FINISHED SURFACE FS PASCO LARET SUITE R A. SEWERS - CSD - (760) 533 -2600 MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITF. BUILDING PERNIIT # B. GAS & ELECTRIC - SDGE - (760)- 43B -6200 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL & ASSOCIATES C. WATER - OMWO - (760) 632 -4209 EROSION CONTROL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CIVIL ENGINEERING +LANG PLANNING +LAND SURVEYING D. TELEPHONE - SBC BELL - (760) -489 -3411 EROSION N UST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES CUSTOMER'S SIDE OF WATER METER: BMP STATUS: E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT 535 North Highway 101, Ste A, Solana Beach, CA 92075 SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS ph 858.259.8212 1 fz 858.259.4812 1 plaaeagineering.com STANDARD 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BONDED FIBER MATRIX. TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) -633 -2770. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. AS BUILT ENCINITAS FIRE PROTECTION DIST. ®LjVENAAIN MUNIC�AL WATm DISTR= PARKS & RECREATION PUBLIC WORKS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.' (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION - o SUBJECT TO REJECTION AND REMOVAL. SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND R WE REVIEWED REV 0 RE B : TEMPORARY EROSION CONTROL MEASURES. ��� - - - -- - - - -- REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS BRIAN MICHAEL A DOLINO DATE '8,t0�3 �'� /` /,� SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL R. C. E. NO. 71651 ATE.' DA E: F ATE: D TE. GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE EXP. 12 -31 -13 EROSION. SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BENCEIIALkRK SCALE PLANNING & BUILDING pESBMA o BY - DRAWN BMA BY CHECKED NJs BY APPROVALS CITY OF ENCE%TAS ENGINEERING DEPARTMENT DRAWIN NO. 5_Q0l to We - -7 tS_ 7 '� H CITY OF ENCINITAS CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED R� APP E SIMPLIFIED GRADING PLAN FOR: 1010 PER ROS 18416 REVIEWED BY: ���� HORIZONAL N/A 4 1% BY. BY.' SG - -- - pia y , DATE: $ ` A MAHER• 42519 GLENN PRUIN, C51274 2620 ,ONE JACK ROAD R.C.E. NO. 71651 ENGINEERING & PUBLIC _ _ - - - -- _ VERTICAL N/A ELEVATIONL 203.16' DATUM.' NAVD88 DATE.• BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 WORKS DI�CT R A.P.N. #264 - 173 -22 -- - DATE DATE: - .8__7_/x__ PLANNING CASE NO: 05 -202 TPM = I3 -10p S3V. SHEET 1 OF 41412013N. \Active Jobs \2013 Appel \DRAWING \2013.pro PLEA P013 SOILS REPORT NOTE: THE SOILS REPORT TITLED "COMPACTION REPORT OF ROUGH GRADING PARCELS 1, 2, AND 3, TPM 05 -202 IF � i I � COMMUNITY OF OLIVENHAIN CITY OF ENCINITA5 SAN DIEGO COUNTY CALIFORNIA FOR R$R PROPERTIES s �,.� r �v� ` �' + 2611 SOUTH PACIFIC COAST HIGHWAY, SUITE 103, CARDIFF, CA 92007: W.O. 4798 -B -SC" PREPARED BY `. a +�� " + 1+ ` 5' OMWO ESMT. PER PPIV/kTE I ;;'S 1�1 U+ ,, S''; \ �r ���� 01 DOC. 2007- 05766B7 STREET GEOSOILS, INC. DATED MAY 6, 2005, UPDATE REPORT BY GEOSOILS INC. DATED FEBRUARY 25, 2013, AND , ,. + r „ sir+.: i� EP WIDE �DE1JCr A Al"l ID 1BROW Pi _..... -- - - -- -9+5-, .. - ... --- - -- - - - ._ _ _ _... -_, a i + ; { A 69 - BE n�rX��a -ic�a u_ti �e�. i 4145 141' _-z-A TE9 adz y " r 1 -1 a,_ j '` r + }. `- r ,� ( 1{k°Altl�°C AF 7qE IZrS 75 t CH \ \ T NE � VlZirf (COLORED PCC TO MATCH DW1: I LIMIT OF EXISTING v StR�CS 114A4,1. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS \ „ �'�� 1 ` t +� , \ -� �, v f�TdRIC \ \ �_ C�rSC ISO. ACCESS ESMT �SNe� W1fH 18" �h CONTAINED IN SAID REPORTS. Y - /^ 4 , • i ��� + 1 ` 1. ` \ \ PR Eit A5 L v TtGprl 10C 9 v v BIORETENTION BW 05 2,oZ "fPN��A� AREA PER DETAIL 6-1 1 + r ` �' ;; C'F r r, r a �. \ rla�v rIIALLf " i 14 T U� �i �0q �j `, 7© vt�� Al,l. Ck df �I EX GRADE v v v 50� ®F 'fMLr b✓ 14� \ A16 �� SGR N�`� �i VklaK��)T,Oil ►f vy EX lO5�o �� �� T'' j 1 ' , ` �j r 0 T G 1� _ ! �, 10� B y- S CURB E40G1� `\ hftl� wl�i Fuii°C�� �CoA�%, fAGC - &S - - - r ; ���V �1 -�` "'� T p � i���� -`� 1050/ \ G - - TWA' p " v Nk�C �IIAT��HA TiC Rs ®IC oTN�I� T�ttti►i - ✓,' , - -- ,+ +, +` ''- - -- G l07 - /i - - '�. ; INSTALL 15" MIL HOPE TYPE / G V V1 S VAI �PP�k�k w1C�® LINER ALONG SOUTH - 1 ' %'/ , �\ 1r "M1i� •0, -`;, , �.� e a /T�IUC�TAIN� - ,., ` ®tea � PERESOILS ENGINEER sl Lei i I i i G' q� {~mw _ ..... �) - v ` - e _ - i,+ , ,� \ J` - - e `® 106.0 TWA , `. I i � -- -- - '���. �- ;� g02.o �' ��/ �>• I - BROWDITCHDETAIL X��� ��' �,� ;� / Gqp o '� OMWD D FG - - 14� 0 ti� ipg •0 / �W , - - F� TYII?F PEP 7 / s MFG }00 A 0g766B - - D� - 5•qi "W 193 ���i D �'•' O 7.0� i 2pp7- --I�" INLET' �y� _���- .. /'.• ��V -� � Fri-, � \ � �,' 1W�G x�A E� DPE�2 % p ° ps p ' . �" � F 1 / 10 ��a, . / FIRE DEPT. NOTES: ��, A' �ILOINGR 1'�A / FG -- 109.0 / - / �( / � I � r � 1- ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL c �� c / CLEARENCE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 / � / O �1O . F 11 2 v 10-7.0 �1 i � / d _ IW@F G 0 / `iIOFJ,® A 1 - gW@F (jCO ��� 9"' I IGJ�IN� 2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT l ` �X THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE \ I ��, i oGJ-2o _-n/I I s% /� �I �pIVA1 ✓_ PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER 1� �r DRIVING CAPABILITIES. AMENDMENT 503.2.3 vysf •�� / FIG A A \ PNC . THE GRADIENT FOR A FIRE APPRATUS ROADWAY,' THIS GRADE SHALL NOT rn 'o' L �� / >9q6 WA Ep MAIN EXCEED 20 %. GRADES EXCEEDING 15% OR DECLINE) ON FIRE Sig 0 iN$TALLE FG 112 0' e p / I "'� (INCLINE P / APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. t �� FE _ PAIL ENT pL 0 v p e� FG 1 / FG S09 �I:��� I it .0 D F a °/ I / - TA I SPERPEND EENTTIRDIRECT - - -ESN SPAS E` / V TWIG �� � � 1 8 G D (PCQ, WITH DEEP BROOM FINISH PERPENDICULAR TO THE / E THE ENTIRE LENGTH I� TRAVEL, OR EQUIVALENT TO NCHANCE TRACTION - OF THE GRADE. 9 T�� � • 1 '91 i 3 • 5'06 "E D SE ✓I� FG 1090 I� I- FG 111• FG 1i2 b f 01G5�� ��� >o� �J�j � NG � IFI DO�C �pIN EXISP d �� E 1STT0 B MFa�; A ° / / �� 5 I TAD EL CNA pFEN TALL TO BMP EX 8. MPYR E MENT $ I v \ � N SppCE EANT �i��(i•� - �� NEWAY APf�jTAINED 11A Yo OPE TRH 43093 z 6 60C IN57 p6 A A 112• FS , �I 1 pWNEWAIER �p� PE R o �9% _ i" / �j EX SERVICE / \ t 6 ' � - A A _ � 112 - • CH � I OF DITCH � ,E � NNE AT A WER S / / FS TALI MINTpI3fCN7fr FG X12.0 A, �� pCi B � - 9 I "_ TO �A I��� EXLpTERM 6 DEEP ti I€ - f3FW RA P� D' � � O �+ F N 7� �� i TOp IFIED ig W DIT010y i D� W� pE S z 112.0 ry r + FG - � I 1 o � M � $5 PCC TO MA y ( � , � P 0�0 \ NOT 10N 1115 \ WILL �- FG \ i .5 j - MTEHE � ��I T T i i \ (Cpl- TAIL PER �pEN €A MOT NOTE, ( �TAININO EA6EM CONS.. COW- PN0 $T �/� W L R AA �` �' Z. p1 1 c� rw- �, �� DE W U NTCTION OR OPEN 26 I WA � \1 � ON � 11 _ TA ! �� 0 OP 9 v D BOT� v� OF HIN 1\ TWIG p / V ' . A ' T 11 - SZ 0 6 a v_ 2 7 @F 0 F Vp r DOI" 1 `� A 10 G r �� M oHE Dom � gp /A TOP A / / -- - �_ / P /95 4 T g 80� oSA E pE� A / v� // , ; E ,.f�/ CNE of �I TOP A g B y`' 4,. ORE �- v 97 "ROT / 9 gI 90 _ \ oq top 9 DER SCARE �_ �- 99 g; g0T �' ' / LAN© D W TY _ 1H 4' IPAT �1g1At0 pOM TAIL A / I CK (� A NOT _ __ ( b OP IpyTALL E��Y TpS� � D) IRE � � � Ri 0'40 OPOSA, VCS - - _ , - DA g0 101•.9 901 I /St p ENCIN t - p� 4 OK ,3 00 8 EANOIJF 1 1 T� 1 ( PVC q , v = - - - -- I •9 � -- A �7 'i N1$ 0. 70 3210E 378.04'1 t pCOi 8 i /TW WG >�� p / iIgTING D'� :% / G 1 i2A - �- '� �� �� - - F \ 8►"�G � 1 \ \ v � - � � ' - -- - -- - -- GRbRkIL�_SCALE 1' =10' � \ NOT ES: �! NOTES CONTINUED... �. DEEP - ROOTED DROUGHT SDOPURED GRADING PLAN 1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF 7. OWNER TO OBTAIN A CONSTRUCTION PER41T FROM THE ENGINEERING TOLERANT PLANTS FOR WELL - DRAINED SOILS OR 16• CITY APPROVED EGUIV. DASHED LINE RESENTS 5.5" PCC OVER 1 " =10' SCALE THE OWNERS. THIS WILL INCLUDE ANY POST - CONSTRUCTION BMP AS WELL AS ANY DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR WAY. FAILURE TO 00 SO WILL RESULT IN AN ISSUANCE OF A STOP WORE NOTICE FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW OPERATIONS. WHERE THE LOCATION OF THE PROPERTY 2' HARDWOOD MULCH COVER OR CITY EXISTING CONDITION COMPACTED NATURAL LINE IS. APPROVED EQUIVALENT �% GRADE DRIVEWAY 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL 8. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS DIRECTING 5.5" PCC DRIVEWAY ='I; �u4 =- WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR I 11 9. N CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY OVER COMPACTED ) - CHECK DAMS ALONG DRIVEWAY STORM DRAWL MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS LINES. WATER IS TO DRAIN AWAY FROM STRUCTUffES FOR A MINIH�1 OF 5 FEET L `I' �= NATURAL GRADE WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, LANDSCAPED AREA LT I TO BE SPACED LONGITUDINALLY �F AND SPILL CLEAN UP TECHNIQUES. AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. Fi _ 11 10' 0/C (MAXIMUM) L L - L 1- _' TOP OF SIDE HEADER -TO PREVENT 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- 10. EROSION COJTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, _. ! DRIVEWAY- TYPICAL SECTION RAVOFF FROM LEAVING CHANEL PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN i' -1 11 11 JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL UF,iEI =1i =!I C' II II iI1 71 SELRED SOIL MAINTAIN 2" FREEBOARD OA R TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER F =!I ll1 it = 'I- li' -II�i x111 1 " =10' SCALE BELOW � AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION ROLLS GRAVEL BAGS) MUST BE rn PLACE TO PREVENT ERODED SOIL FROM pF ESS j0 j� i�1.ti LI Ii II ICI EXISTING GRADE !1 III -1' III 11 -i f �I 1 tF TAU✓ ' 15" MIL HIE _ I�I- 1 I' 1 -111 III -11 -11F11 111 4 -!1 LINER ALONG EAST 30.0' PRIVATE FiO4D EASEMENT OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE LEAVING SITE. MATERIALS MANAGEMENT BMP MAST ALSO BE FOLLOWED TO ENSURE QA N COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED Q NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER �O �ZCHAEI 49 F SUCH THAT PRECIPITATION CAPABLE QUALITY DEGRADATION DOWNSTREAM (E.G CONCRETE OR STUCCO WASHOUT AREAS t'4J11 =il i EDGE'AF BIOFETENTIO3 �Ilt:'F WILL NOT BE OF COMING IN CONTACT WITH <� PER SOILS ENGINEER 6' 24.0' PRIVATE ROAD CO3� THE STOCKPILED MATERIAL. COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE u� tiQ SURFACE. N Z TOILETS OVER A PERVIOUS m¢ z m L Ill I ( 3f8" GRAVEL EXISTING 4" AC BOT 102.9 1i 'll�I . -L IL � 7� OVER 6" CLASS II AB R 4" - 3/4" GRAVEL isECK DAM 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF w m No. 71651 0 M DEVICE WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF 11. NO DIRECTLY CONVECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. Exp. 12/31/13 a q L�-' Rq" GRAVEL EXISTING 4' WIDE GRASS -TOP 101.4 r �I L H BELOW LINED DITCH FOR TREATMENT BOT 100.9 THE SOIL IS SUFFICIENTLY SATURATED. OCIA BANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS 7� 6" aEQK DAMS TO AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. p 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED `� CIVIL 4 -1J FBI I BE R� AND 4� MAINTAINED TO ENSNARE THAT OVER WATERING IS MINIMIZED, BROKEN OR EXISTING LINE GRAAOEPF?ESENTS�- '� �U- _ * BIORETENTION ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP CHEC'K DAM DETAIL ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PIES ALL RUNOFF OF CAL1F MALFUANCTIONINIG SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN T FROM ALL DAMNS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR BREAKS COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STO1f -T b _, „ �; 1 i, -i l - `SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX emu, Y 'l �� „ _I - SHALL CONTAIN 50 -60% SAND 20-30% COMPOST OR HAROWOOPD MULCH, AND I' ! � �, r -' �u', � 1 �ll � ' +1 - TrnG 8 - y 1t Lr i� ��ll REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 1 " =5' SALE PASCO LARET SUIT ER OFFLINE IF POSSIBLE, INVTIL THE PROBLEM IS COVCTED. AND AL TOPSOIL, FREE OF STONES, STUMPS ROOT, 09 SIMILAR OBECTS �� - 1i AND ALSO FREE OF NOXIOUS WEEDS. p- ,�>�!, i �'�;; j� R MAIM �� ��"`� �'1� usT��� � � 1 ' 1 L���! � �l f F GRADING NOTE ALL THE hDRK PROPOSED ON THIS FLAN IS ENTIRELY WITHIN THE 6. FOR STORM WATER POLLUTION CONTRA PURPOSES ALL RUAVOFF FROM ALL ROOF APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS & A5`5`0L'�ATES DE 3/4" CRUSHED RODE LAYER SHALL BE A MINIMUM OF 1AB BUT MAY BE �' ,. ,, � ' i � u� i DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE COLLECTION AND DISCHARGE SDISCHARGE ONTO HE STREET AN7 OR PRIOR TO STORM THEICITY FIELD INSPECTOR. WRITTEN PROPOSED E WORK OR AT THE PERNISSSIO FROM THE CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING DETAIL LANDSCAPE BMP AREA - DETAIL A PVT STREET - TYPICAL SECTION DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STOW WATER ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR 535 North Highway 101, Ste A, Solana Beach, DA 92075 POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PEF14IT FROM THE CITY. TO START OF ANY SUCH NORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE g Y PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND ph 858.259.8212 f: 858.259.4812 plsaengineesing.com 1 " =2' SCALE 1 '=10' SCALE SUBMITTED THECITY RE PERMISSION 1S OBTAINED. TO BE ISSUED FOR THE REVISIONS APPROVED DATE REFERENCE DATE BENCHMARK SCALE AS BUILT DESI 0 BY DR WNA Y CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING MPARTMENT DRAVMG NO. BMA °F3UIL tb l5 O �+ Cirr a< ENICrnIrgs CONTROL POINT 1010 PER FOS 18416 ELEVATIONt 203.16' DATL t NAVDBB HORIZONAL I"=10' VERTICAL N/A __ 7ZyRj PLANS PREPA ED UNDER THE SUPERVISION OF ` _ DATE: 't 31 (3 R.C.E. N0. 71651 BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 RECOMMENDED API) BY: _�,� BY: MASIH MAHE , C42519 GLENN ERING C5UBLI ENGINEERING 6 PUBLIC WORKS DIP CTOR DATE: S-1 1 3 DATE: Y17Y13 SIMPLIFIED GRADING PLAN FOR: 2620 LONE JACK ROAD -9-100 A.P.N. #264- 173 -22 19529 -SG - BRIAN MICHAEL ARDOLINO DATE R.C.E. N0. 71651 EXP. 12 -31 -13 - - - -- - SHEET 2 OF 3' PLANNING CASE N0: 05 -202 TPM f I 5J:C N.' \Active Jobs \2013 Appel \DRAWING \2013.pro7 /31/2013 PLSA 2013 Q a HYGtiOtSEED NOTES �H � � .t �;' c'� ���` 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1 (HOR TAL ' s °t Y� �. t i `; , 5 "� "', 'v, v �, 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 UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED \ j BY THE CITY ENGINEER. z ... ` ` 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM) ' i v v LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. ����a \ tt { kY / \ \ \ \ \ 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING \ h \ .!ter IX \\ \\ /, 1, t •' i e ', A. SEED MIX SHALL CONSIST OF NO LESS THAN, u f \ T /71 �� 1, i" J r _ \\ r 107 _ _,, FS 10[.' \ ! \ \ \ \ 2. 20 LBS PER ACRE OF ZORROCFOESCI �t G,-- _ 80.7`, ;. \ \ 1 �p `2 1S t l�``, -._- }" 107 • _ - .. i i' fl - n 5 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA J'.+ _ &WWF6 3d 6• \ 4 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA - _ U4 \,d N- -L A. 4� 5. 3 LBS PER ACRE OF ALYSSIMt (CARPET OF SNOW) �i r' �� _ r ?,, ' Iy� 1`14 - O VTA t�# A 1/2 L 0 + v 6 B PER ACRE OF DIMORPHOLECA l -- \ // ' ~ '' r - \�� 1\ \` ti WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC i �L " "J _ 7 ` '� , MFG 1 A: \ W HERETM OR RESIDENTIAL STRUCTURES. OSEEDE SUBSECTION IS NO MAY BE OMITTED ON LOCATIONS IC 1� „ r. '- i ` l % -In s Z­, HYROSEEDINND APPLIED DRY EITHER BY DRIL�ING ORDBROADCASTING BEFORE ING ii tr ye ` y \ \ FO �G� f a `ESN ' / 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED \ `�. 5.. A ea \ ° "g ! \ lidoQ. OAW R 00 ' CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 193.52' + s rC~ 11 - EV yOPE F6? 010 a i ° \ \' 0 �05 �g7 / jj I 7C CERTIFICATION TAG ATTACHED T0, OR PRINTED ON SAID CONTAINERS. ICa1NG ETPM 05 -POZ , i % } 0 ,zd •d, r �L ,r CO 7" 10. NON -PHYTO TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED URRY \ /� \ �d - °"a'.• gU EPA #= '" r AT THE DISCRETION OF THE CONTRACTOR. f 1 ~� n 0 07J B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE'. TYPE k i' 9 ++ rr Rip G 1 6 MULCH FIBER MATERIAL. W I SUBSTITUTED, HYDRAULICALLY TERA WHEN STRAW IS USED IT MUST BE ANCHORED TOTHE SLOPE O BY ry X c'7R PER-- -� / F "' ! fr , o D_.` k ` MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. t IP r p AO g.0 / oo , k /. iNST Gf O -rnjr, G 1` �� i •;° i F yiO `: k �/ / C. FERTILIZER CONSISTING OF AMMONILMI PHOSPHATE SULFATE, 16 -20 -Q WHITH 15% Il @FG Yr g EEPW�FG 11Z # fi ;L „N\ k SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. % I �e1 f r r k i f � Y 'p. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: �.° / % Ol k -.. i t a. 1d1� ,_.. I k k� NQ / i pa� ¢ / FC " ` k '\ k�� " S7 c" pVC , A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. c'CIL� V �, / g g� �' �y �- k '§ k \ f T �'A1t / 1. TRACK WALKING SLOPES STEEPER THAN 6:1. �� % d 6'R -.� L,¢ , ge $�. j ( '� , 5y i �,,,� TES L'N R - _`� i,Ti� �� / �''''rv7A i 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. NGE O A FC .19_ •;, r G V 3 k k k `fl F ' id 7 _ �A G ,0 1 � ,k k f SONG v \ j:,,, ,- ! Fg 109 �. °. d. 0'' / ° , EOOIVAL �°-ESMT I 1, gFg 117 f . j k � � B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY' 0 i $ �� D' k % V }' / / 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT .N .° G 112 \ / %O k k 8 V f_ gW @F'',v t A.NTER 0 PA 0/ r 2A THE ADDITION OF ENIS PH ADJUSTMENT, LEACHING OR COVERING FG 10 .5 RL p k k V OUT U /`' �T. 3T 5 3 ^ 5'06`E - p e / g G ANN F p Wlip 0 �� �T .. G 17 G 11 ' C) k1 O Y \ t cXls IU SALINE S ILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. WALL �1 Ir �pjES k EAITIN o aNE IL Ak U \ f E MAN P / \! J f FS 1d -� 7Ep WA ��rj k N T 70 zgN IaET B '� C�ANN L PEA N Al HYDROSEEDED ARE ALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE \ \ _ -. AN TER k RNIS S-, k 6., gMP _ / k ITAS�" k _. ;-, wTAL4 � TO S,. pVC PROJECT IS PEA X LANDSCAPED OR Fuld AREAS WHERE HYDROSEEDING IS THE \ ) k k d F k ( k d ` aCNAR J CWEP �AiN e PERMANENT LA CA "UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 11 d N, k k CH NEa \ Jc z j fG k � �' ,,,� ,k�•.°�xA ' •t, �y ApEpPO AI 2.6 10� • t`t A \ t � �� • • ; �� i � a. Iv,S Tag • .l� 44.x° �. Fl1P PRO \ h �..� b' 1r a i 1 1dd.o �tAn O .cam,_, WATER f\ \ ! 1 \ - y FGMpFp 1 O c n, •,a,'�: \. 112 •C (jf%j( pVEWA .� '( \ : Fs ,m Fl - Y \ ORI , O 3 -•. t O i • P.S A . 1.1 %•� // \ Cc TEa .. Mm r� F.0 1G Q :W D w f f 5.5� P CaMPAG �E O �ee� 4 / ?*l' e' ''o`;#�, ' }J: *'r' r gEW� Ai D l F 10 OPAL gA' O �Xti EPA% i \ ¢ 112.0 0: 3' �6 AT - \ D Fw _...._. g5 \ AT \ , CC BROW° \ \ D V � FC / �� t'� r' ALA,, G 75 D A \ Cr• °. TYd @� Og5 INS �t} Ir R v O MFG 1 yAR F _�Cr pEP \ IT 'CTOaOWk�L ` \11� 4 gW GONSTROCNI DwAyL 20 _. NE Alfid Fr f �� RETAI,� t I \ �� 7 0 v �,. f i v / ! t __ ,.;� /' M ADAM , i C 2Ed TOP 1AFG 1 0 ',A n 0 111• 12.0 / d� ?yi _ f / aAh1 CHEF Op / 91 SOT W @FG 1 y.: - � ff TIE 109.2 0l TW @F G 109 m / O / ;CHECK pAM / A TR g BOT d.WaP B �\ .- OW F S 107• / CK JA A 4 °9 / 1 •d \ F r CNE i7 g0 T / 9 ! APEA �--� 1 / �' 5 q SOP E.9� %- Wa 2,0 9 APE TNp 9 96 ° °0160T n a C p {� WI F/ �__ v A - \ F •i,SAJ''Y Gi \ \ \ \ \ S t Fell, \ �A ` \ k .k., °° o..° ( Li�Pµ r' 104, 4' Q�V tM15 g0N E1AtL A \ .... / / _ 90 - - - - - ~ ° - i # 1L OK CHr p 6I 112 O� k R G� A C A 0 10 8 gOT) p Not Rop(E i ; .� - \ b v_ v Au C%, 0'2.9 10 E�60 pFt - - - - B v ' - , �j I , T t / v F v X� -X X X 0 9 0( ) ; I - - -� ( P 5 ", -- - - i Nlt 32% `10.-378.04'f RCC,BR W �%FG 7 °0 1 NG a- • 0 -- - 112 F G_12 'ER ITCH - / - - - _ - - i HATCHED AREA REPRESENTS + + + . . . GRAPHIC SCALE 1 " =10' HYDROSEEDING + + + + . + + 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO EROSION CONTROL PLAN 4 BY 4 IN (10 BY 10 CM) THE POSTS. HATCHED AREA REPRESENTS NOTE TRENCH UPSLOPE FROM AND 0 10 20 30 CONSTRUCTION ENTRANCE : �.•= CONTRACTOR TO MODIFIY CONSRUCTION SCALE: 1 " =10' ALONG THE LINE OF POSTS. GRAVEL BAGS PER DETAIL A oPOOOOOOOOO ENTRANCE IN THE FIELD AS NECESSARY SILT FENCE PER DETAIL B )(- CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT s, �- TRAPPING DEVICE 314" MIN COARSE ApUACfM pRppfpry D15Tl�AkCE r01E AGGREGATE \ } A / / FILTER -/ �- ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. FABRIC �� - IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY °° (10 CM) PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER ORIGINAL ° ° a ° ° ° 4 IN MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. LU GRADE � ° ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY ° • ° ° � ° 4 ° ° yj ° ° ° ° WIDTH AS REQUIRED AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO �FESSI TO ACCOMODATE ���`� 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. QP Oiy °d° L ° ° ° a ° ANTICIPATED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. QUO ���HAEL .1, Q . ° INTO THE TRENCH. ALOITIpttAi <v ®p Z ° °° ° 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE ° ° MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. Z M 1.1' MIN., UNLESS OTHERWISE ° °d m ND. 71651 0 SPECIFIED BY A SOILS ENGINEER a °a RUNOFF TWO LAYERS OF GRAVEL BAGS I I SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS, GRAVEL BAGS) MUST BE m WITH ENDS OVERLAPPED III II I) IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP Exp. 12/31/13 SECTION A °A 19' RADIUS A I FILTER FABRIC �' MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT �T III I '�( MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR S ST CIVIL P MIN. GAP BETWEEN BAGS WIRE STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT q� �Q 20' MIN ACTS AS SPILLWAY �� /� I �� _ = OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. OF CALZF 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. OCIA / MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ����® �n�� ��'��� Z7E77A /L A: C®N57RJC7/0N EN71RANCE � ��'L 5: &PRAY , L 5 ,A& ROOF DRAIN DRIVEWAY, AND STREET. R NOT TO SCALE � � �, N� SINGLE- FAMILY DEVELOPMENT. THESEOGUIDELINEGUIDELINES RE AVAILABLE AT CITY CIVIL ENGINEERING+ LANDPUnING+Su®SURVEYNG NOT TO SCALE HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. 535 North Highway 101, Ste A, Solana Beao, CA 92075 NOT TO SCALE 2006 -27. ph 958.259.8212 1 fz 858.259.4812 1 plaaea eering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE BUILT - BMY DRAWN By CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRA G' NO. DESIGNED BY BMA /. 7_L8 / 07-77IJ CITY OF ENCINITAS CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO EROSION CONTROL PLAN FOR: 1010 PER ROS 18416 - HORIZONAL 1"=10' - -__ ??`±'I - DATE: 4•g .11 BY: ,V . BY: 1152 -SG - -- - BRIAN MICHAEL DOLINO DATE _ MASIH MAHER, C42519 GLENN PRUIN, C51274 2620 LONE JACK RO" ___ R.C.E. N0. 71651 ENGINEERING 6 PUBLIC -- - -- VERTICAL NIA R.C.E. N0. 71651 BRIAN MICHAEL ARDOLINO WORKS DIRE TOR A.P.N. #264 - 173 -22 - - - -- -- - -- ELEVATION 203.16' DATbk NAV088 EXP. 12 -31 -13 EXP. 12 -31 -13 DATE: S(S /I3 DATE: 8 7/3 PLANNING CASE N0: 05 -202 TPM lf'Iep SaV SHEET 3 OF �! 4 14 12013NAActive Jobs \2013 Appel \DRAWING \2013.pro PLSA 2013