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2009-10172 G (Plans) RIGHT OF WAY NOTE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE S N I+J S TORM WATER POLLUTIO CQTROL N OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO OWHIER P A {i/ /+r AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED CONCRETE WASHOUT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL Name: JOYCE CHILINGIRIAN SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT Address: 221 36- 8A STREET ENCINITAS CA 92024 Phone: 760- 436 -8 IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DISPOSAL OF ANY SUCH MATERIAL. WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE 484 FLORITA ST. p ^ A, y STORM WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE SITE ADDRESS: C DR�AINACE NOTE: B. NOTIFICATIONS WASHOUT LOCATION. 't J STREET r NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES CONSTRUCTION SITE ACCESS 221 FLORITA ENCINITAS CA 92024 APN: 256 - 373 -16 a �• WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE LOUTA ST. AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT mc D r THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TRACKING DIRT OFF SITE, THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT LEGAL DESCRIPTON SYLVIA ST. � UTI LITY � PANELS /PLATES. I p THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 0c ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR LOT 13 BLOCK D -NORTH ENCINITAS CONSTRUCTION VEHICLES PER MAP 1845 _4 N TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF = WOR TO BE PONE COMMENCEMENT OF WORK: A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES 1� A. SEWERS - ENCINITAS SANITARY DISTRICT - (760)- 633 -2922 PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE N A. GENERAL B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 OFF -SITE. C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 OWNER'S CERTIFICATE a T ENCINITAS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD D. TELEPHONE - SBC BELL - (760) -489 -3411 EROSION CONTROL 6 ST? SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION' STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD E. CABLE N -COX COMMUNICATIONS- (760) - 806 -8809 X -2233 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AND STABILITY OF THE SITE. 2. THE SOILS REPORT TITLED " SOIL INVESTIGATION PROPOSED RESIDENTIAL BUILDING SITE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DATE:____ - -_ 1 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 221 FLORITA STREET ENCINITAS, CALIFORNIA PREPARED BY ALLIED EARTH TECHNOLOG --------- - - - - -- VICIItIITY MAP Y DATED NOVEMBER 28. 2008 PROJECT# 08- 11476 (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE 6 SHALL BE CONSIDERED AS A PART SUBJECT TO REJECTION AND DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR NO SCAL OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. REMOVAL. SIGNATURE• _____ ____ REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN YCE CHILINGIRIA 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND C. GRADING PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. UNNECESSARILY; THEY HELP DECREASE EROSION. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR ROILS E N'EEI } § C R� TI &LkIK WITH IMPROVEMENT PLANS. UNDER HIS /HER DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE EXCAVATION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND I "--------------- - - - - -- A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. HE /SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE /SHE SAMPLING AND ',STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT SHALL STATE THAT OBSERVATIONS AND TEST WERE MADE BY HIM /HER OR UNDER PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. UNDER MY DIRECTION ON NOVEMBER 28, 2008 AND ONE COMPLETE COPY OF THE SOILS REPORT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED HIS /HER SUPERVISION AND THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF SHALL BE REPLACED OR REPAIRED TO CONDITION EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. THE CITY ENGINEP FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EXISTING PRIOR TO GRADING. NS INCL THE SOILS REPORT FOR THIS PROJECT HAVE BEEN UD INCORPORATED AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED THE GRADIM'? PLAN N USE. ON -SITE CONSTRUCTION MATERIAL STORAGE SP IFICATIONS, IN RECOMME NDA T IONS 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SIGNED:_ - -- --------------- REGISTERED CIVIL ENGINEER OR A LICENSED LAND SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER RCE NO.:___Q�3 ________________ SURVEYOR. AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. 7. THE CONTRACTOR SHALL DESIGN SA DEVICES, CONSTRUCT AND MAINTAIN ALL SAFETY D IC SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EXP. DATE:___ 45' ES, UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, BEEN INSTALLED. � STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM JOB # 08- 114766 CONCENTRATED TORMWATER STORM WATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE Company: ALLIED EARTH TECHNOLOGY PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND PERIMETER AT ALL TIMES. Address: 9833 PACIFIC HEIGHTS BOULEVARD, SUITE C SAN DIEGO, CA 92121 FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILL AND ALLUVIAL SOILS SHALL BE Phone: (858) 457 -4515 TRAINING REMOVED TO SUITABLE FIRM T T H 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN NATURAL GROUND. MI EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, ' AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE STATEMENT O f ENGINEER Of WORK SOILS ENGINEER, GRADING CONTRACTOR AND CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 STRICT ACCORDANCE WITH SPECIFICATIONS. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY HOURS IN ADVANCE BY CALLING (619) 633 -2770. MUST INFORM SUBCONTRACTORS ABOUT STORM WATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPE OF EXCAVATIONS AND WASTE MANAGEMENT ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT EMBANKMENTS SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE ACCORDANCE WITH THE GRADING ORDINANCE. 5. ALL TREES, BRUSH, GRASS, AND OTHER MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BEANS /DIKES SHALL BE PLACED AROUND ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AND AS GRADED ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS. HE S OR OMISSIONS OF THE ENGINEER AND HIS NEGLIGENT ACTS, ERRORS, CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10172 -G DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN HIS/HER AGENTS OR EMPLOYEES HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE D. EROSION CONTROL TRASH MATERIAL. WORK P RFORMED 6Y THE ENGINEER. FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOYCE CHILINGIRIAN AT (760) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT 436 -8484, 24 HOURS. AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN B ' DATE: 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF - s - - - - -. UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION MACARIO R. PEREZ ALL NECESSARY MATERIALS OCTOBER 1 TO APRIL 15 . ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151 COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL TIMES DURING THE RAINY SEASON SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO . Company: J &B ENGINEERS, SURVEYORS SUBMIT SOILS REPORTS AS REQUIRED DIN WILL DETERMINE THE SUITABILITY OF ANY FILL FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND Address: 15938 BERNARDO CENTER DRIVE SAN DIEGO CA 92127 OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN THE SITE. Phone Number: 858.451.7918 RCE 20604 HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE INTENDED USE. APPROVAL OF THE ENGINEERING INSPECTOR. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL Expires 9/30/2009 PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SURFACES. POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING E WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE RAINFALL. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR HAVE BEEN INSTALLED. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. m PL ACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND ALL AREAS BE FELLED SHALL PREPARED TO BE FILLED AND FILL SHALL BE PL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS IMPERVIOUS AREA: � OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ENVIRONMENTAL DATA c UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE HAZARDOUS CONDITION. 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 10:1 IMPERVIOUS AREA PRIOR TO CONSTRUCTION; 2,194,41 SO FT REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 2) MAXIMUM VERTICAL DEPTH OF CUT = 0' IMPERVIOUS AREA AFTER CONSTRUCTION: 1,851.87 SO FT SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 3) MAXIMUM VERTICAL DEPTH OF FILL = 1.4' DECREASE IN IMPERVIOUS AREA: 342.54 SO FT PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER SHALL BE INCORPORATED HEREON. AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 4) AVERAGE DEPTH OF CUT = 0 C.Y./1833 S.F. x 27 = 0 FT �QPRf3FE�r a, 0 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE 5) AVERAGE DEPTH OF FILL = 95 C.Y. /1833 S.F. x 27 = 1.4 FT OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EARTHWORK: p 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE g ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF GUT = 0 C.Y. FILL = 95 C.Y. M ' e�Qbog - g SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND DAY RAIN F'RO$ABILITY FORECAST EXCEEDS IMPORT = 0 C.Y. EACH WORKING DAY WHEN THE FIVE rn ENBA14KMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE () REMEDIAL = 95 C.Y. 3' REMOVAL AND RECOMPACT w ENGINEER OF WORK AND LEFT IN A NEAT AND ORDELY CONDITION, ALL STONES, ROOTS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH ( UNDER AND 5 OUTSIDE OF PAVED AREAS) MP Pr G' /Vtt �P�� C14 w AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH RAINFALL. B Project Status: © Q �1 ,. o4 ° A B V I LT CAt LIP LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE STANDARD AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER GIST. ENCINITAS FIRE PROTECTION DIRT. PERMITS U) 06 PLANNING • ENGINEERING • SUIRRYEYING • MARLING W 00 DR /CDP PERMIT N0. 08- 150CDP go �00 NoText NoText