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2010-10640 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVLRONMENTAL NOTES: LEGAL DESCRIPTION 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTION ACTIVITIES 1 . THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A LOT C BLOCK 79 OF MAP 1469 AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN MADE SLOPES) . 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 8 FT AND THE -MAXIMUM THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ON THESE PLANS, HOWEVER: VERTICAL HEIGHT OF FILL IS 2. 5 FT CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CONTRACTOR SHALL ESTABLISH AND USE ADEQUATELY SIZED CONCRETE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL WASHOUT AREA TO CONTAIN WASHOUT WASTES S ON SITE. IT IS ILLEGAL TO A.P.N.: 260-276-07-00 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 3. 7 FT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO OF CUT AREA OF CUT (S. F. ) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. SITE ADDRESS REQUEST FOR INSPECTION. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 0. 4 FT AT 1761 HAYDN INVESTIGATION CONSTRUCTION S UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR OF FILL AREA OF FILL (S. F.) 1761 HAYDN DRIVE 2 THE SOILS REPORT TITLED "LIMITED G VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION SITE ACCESS AND EVALUATION, RESIDENCE LOCATED AT 1761 HAYDN AVENUE OF COMMENCEMENT OF WORK: CARDIFF, CA 90027 CARDIFF, CA PREPARED BY ENGINEERING DESIGN GROUP, DATED A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES AUGUST 12, 2010 AND LETTER REGARDING "BASEMENT EXCAVATIONS A. SEWERS - CSD 633-2770 EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL r OWNER S CERTIFICATE AND ONSITE INFILTRATION", PREPARED BY ENGINEERING DESIGN NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL OWNER/PERAIITTEE GROUP, DATED NOVEMEBER 11, 2010. ALL GRADING SHALL BE DONE B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT PANELS/PLATES. JOSE NUNEZ ROCHA & GWEN C GOODKIN IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 1761 HAYDN DRIVE CONTAINED IN SAID REPORT & LETTER. C. WATER - SDWD (800) 422-4133 - DIG ALERT CONSTRUCTION VEHICLES THESE PLANS. CARDIFF, CA 92007 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE E. CABLE TV - COX (800) 422-4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF ESTIMATED EARTHWORK QUANTITIES O CONJUNCTION WITH IMPROVEMENT PLANS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 THE IMPROVEMENTS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE PHONE: (760) 633-2770. 850 CUBIC YARDS EXCAVATION (CUT) GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 250 CUBIC YARDS EMBANKMENT (FILL) SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION 600 CUBIC YARDS EXPORT INSPECTION. RHONE (760) 633-2770. ALL WORK PERFORMED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. REJECTION AND REMOVAL. GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AND STABILITY OF THE SITE. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SOILS ENGINEER'S CERTIFICATE TRENCH VOLUMES OR ANY OVEREXCAVATION, IF 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE REQUIRED BY SITE CONDITIONS BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- I, III Rw9T A REGISTERED CIVIL ENGINEER IN THE STATE OF CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I' 9� ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. OR A LICENSED LAND SURVEYOR. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE JOSE NUNEZ AOCHA DATE DIRECTION BETWEEN THE DATES 2010 AND %/101 ONE COMPLETE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL EARTHWORK QUANTITIES ARE ESTIMATED FOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY PERMIT PURPOSES ONLY_ (CALCULATED ON A SAFETY DEVICES INCLUDING SHORING, AND SHALL BE OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY UNNECESSARILY,' THEY HELP DECREASE EROSION. ENGINEER, FURTHERMORE. I FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND DUE TO SHRINKAGE OR SWELL FACTORS) HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOP THIS PROJECT HAVE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) BEEN INCOR ORA TED IN THE GRADING PLANS AND SPECIFICATIONS. BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO GW N GOODKIN DATE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE SIGNED: SHIELD AND BIND THE SOIL. CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7:. 30 A. M. � NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RCE NO. : (051st PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND E. GRADING ACTIVITIES ARE COMPLETE. 7� 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING EXP. DATE. '1. 30-i1 �` LEGEND N� MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. s���� PRESENT.' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, ENGINEERING DESIGN GROUP u�+ GRADING CONTRACTOR AND PERMITTEE. THE PAEGRADE MEETING 2121 MONTIEL ROAD Bz �xga �! > °o ON-SITE CONSTRUCTION MATERIAL STORAGE SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SAN MARCOS, CA 92069 S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS ADVANCE BY CALLING (760) 633-2770. a�? CAA11 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE PROJECT N0. 104733-1 ® AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL PROPERTY BOUNDARY t0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS i0 ANY PRONE: (760) 4733-102 FGA 'L` STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE FOR ALL FUEL STORED ON-SITE. PROPOSED CONTOURS 255 DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE SAN DIEGUITO WATER DISTRICT ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 1 . WATER MAINS, LATERALS AND APPURTENANCES SHALL BE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE EXISTING CONTOURS - SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OF THE CURRENT WATER AGENCIES ' STANDARDS COMMITTEE (WASC) . FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED EXISTING EDGE OF PAVEMENT OPERATION. WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT � 11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 2• REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER AT ALL TIMES. EXISTING FENCE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND EXISTING RETAINING WALL RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING HAYDN DRIVE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10640-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I. E. , CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF SChVBERTPATH EXISITNG HARDSCAPE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS �� _`.._ --_ '� AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES CENTERLINE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES f' SUCH GRADING OPERATION. CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY MOrlTGOA£AY AVE ' SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS SETBACK LINE 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PACIFIC SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT BY SAN DIEGUITO WATER DISTRICT. \ EXISTING WATER MAIN AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS WASTE MANAGEMENT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR �AN �� ym EXISTING SEWER MAIN ---__,-------------5--___ _. AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE METERS, VALVES, VALVE BOXES, ETC. ) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE �� EXISTING SEWER LATERAL GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WATER AGENCIES ' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE ����+ EXISTING WATER SERVICE j IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE UPGRADED TO CURRENT STANDARDS AT THE OWNER 'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. VIC11V1 1 Y MAP CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL NTS W W AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. LIMIT OF GRADING THEIR INTENDED USE. PARALLELING WATER SERVICES. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR FLOWLINE DIRECTION SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH STA TEMENT OF ENGINEER OF WORK OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. MATERIAL. DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED IMP AREA SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK FRONT OF THE PARCEL THEY ARE SERVING. VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 4" PVC STORMDRAIN ---------------- DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR INSTALLED. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THA T INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY STORMWATER PUMP 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE AND TO ORDER DUMPSTERS CALL EDCO AT (750) 436-4151. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS SAWCUT LINE ' ' ' ' ' ' SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE NO-LEAD BRASS PARTS. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL g ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PROPOSED 4 ' WIDE DG TRAIL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO ACCORDANCE WITH WC-17 OR WC-18. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE WORK PERFORMED BY THE ENGINEER. PROPOSED TURFBLOCK SWALE = PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO NOTES: SURFACES. PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO BY: PROPOSED HARDSCAPE e a 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO AND STORMDRAIN.HAAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL " c GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. WILLIAM MACK DATE MASONRY RETAINING WALL SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE DOUBLE PERMIT FEES. IT IS THE RESPON THE OF THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY SEGMENTAL BLOCK RETAINING WALL CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER LINE IS. LANDSCAPING EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED UNDERGROUND. 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE RCE No. 73620 OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL QPOFESSjpN9 ACCORDANCE WITH THE GRADING ORDINANCE. 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE ANO ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. GREO� Fyn 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL PASCO LARGT SUITER & ASSOCIATES v SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 535 N. COAST HIGHWAY 101 "' a~ 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL ti z THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT CONVEYED TO AN APPROVED DRAINAGE FACILITY. m SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION SOLANA BEACH CA, 92074 LL, No. 73620 1,, EXISTING ONSITE PROPOSED ONSITE HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. Exp. 12/31/10 Zo IMPERVIOUS AREA IMPERVIOUS AREA NET CHANGE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 4. EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, PLSA 1819 (EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS) VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. ST CIVIC gyp CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER OF CAk-ZF� BMP STATUS: 570 SF 1120 SF 550 SF ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST STANDARD PROJECT ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO ENCINITAS PME PROTECi'ION DIST. SAN DIWUTTO WATER DISTRICT ENCINITAS PARKS &RECREATION DEPT. ENCINITAS PUBLIC WORKS DEFT. PAS CO LARET S U ITE R A 5 glal LT WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. REV W D BY. RE BY REV BY: REVI WED & ASSOCIATES