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2009-10205 G (Plans) RIGHT OF WAY NOTE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE STORM WATER POLLUTION CONTROL NOTES COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO OWNER J OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED CONCRETE WASHOUT Name: LARRY BOUCHARD & LISA BOUCHARD 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 Address: 3334 CALLE ODESSA CARLSBAD, CA 92009 PAWE"CT S/TE 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 Phone: 760.634.8165 --" IS THE RESPONSIBITLITY 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 ( CAM DEL RANCHO STORMWATER CONVEYANCE SYSTEM OR ANY• RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE SITE ADDRESS: I BROOKSIDE LN DRAINAGE NOTE: B. NOTIFICATIONS WASHOUT LOCATION. __ BROOKSIDE LANE OLIVENHEIN NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES CONSTRUCTION SITE ACCESS APN: 264-160-59-00 �\ a FARM RD 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 ,i Ce AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT­AS SHOWN ON A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT THESE PLANS, HOWEVER:MEASURES TO PROTECT ANY THE EXISTINGACUTOILTIES OR REQUIRED STRUCTURES LOCATED TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING . MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL LEGAL DESCRIPTION UTILITY NOTE: - PANELS/PLATES.,, e THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING PARCEL 2 OF PARCEL MAP NO. 17653 Cq ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR CONSTRUCTION• VEHICLES D F( NPR -' TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF 2 �� he WORK TO BE DONE COMMENCEMENT OF WORK: A SPEC4FIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES A. SEWERS - CSD - (760)-633-2770. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE ( �•, A. GENERAL B. GAS & ELECTRIC - SDGE - (760)-438-6200 OFF-SITE. - OWNER'S CERTIFICATE 2 _ C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753-6466 j 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD D. TELEPHONE - SBC BELL - (760)-489-3411 EROSION CONTROL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION E. CABLE N _ COX COMMUNICATIONS-(760)-806-9809 X-2233 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE N DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 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. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AND STABILITY OF THE SITE. VICINITY MAP BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. NO SCALE 2.THV- 50IL6 9FP0f_T TITLE9"6FWT-6-' IGA( INVF-GTIGATIDIJ, ftf06F-12, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DATE:------ srrt., WEST st(7E ©F t L�sibE LANG, SOUTH "oE cAMINO VFL ICAN4140; �PL-INTAS, 4ALIrORNIA;' 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: _ OATFn AU61J5TV, Z99 6YALLIEV EAFTH TBGHNOLOGl. Pfa�OJECT NO. 0�-114$H5 ANrn UPDATE (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR A17pEw2umM ETT� I2nfE17 5E avl R 10, 2069 t3Y ALLI62 EARTH TEGHN604-1/ 5HALL 6E CON51mfl2 SUBJECT TO REJECTION AND REMOVAL. SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. / p6 A PART of 1H6 GRAr)ING PLAr1• ALL GRADING SHALL f�E GYSNE IN ACGOI�f7ArIGE WITH THE SIGNATURE: ��L _������%�--- SIGNATURE �� ( , ,i ! k_ ' ��\ I�-! __ REGOMMENPATfON5 ANP 5PECIFICATIONS CONTAII� e-l? IN 5AI17 REPORT. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN ( Y BOUCHARD LISA BOUCHARD 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND C. GRADING PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. UNNECESSARILY; THEY HELP DECREASE EROSION. SOILS ENGINEER'S CERTIFICATE SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR WITH IMPROVEMENT PLANS. UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED I Rp$ER,T GRAN A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, 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 PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR uRADING. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE UNDER MY DIRECTION ON AUGUST 15, 2060, PF4JV6T N0. 00- 1146N 5 ANG ONE GOMPUE6 T , . SHALL STATE THAT OBSERVATIONS AND TEST WERE MADE BY HIM/HER OR UNDER COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND SUBMITTED TO THE OR E OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PLANS AND CERTIFY E ECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT SHALL BE REPLACED OR REPAIRED TO CONDITION AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED ON-STYE CONSTRUCTION MATERIAL STORAGE HAVE BEEEN INCORPO IlNeOfRIE GRADING PLANS AND SPECIFICATIONS. EXISTING PRIOR TO GRADING. USE. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SIGNED: ____ ___________ WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A DRAINAGE AND PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS RCE REGISTERED CIVIL ENGINEER OR A LICENSED LAND 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 - --I- - SURVEYOR. PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. I2/3t�pq SHALL TAKE REMIDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EXP. DATE:__ 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, BEEN INSTALLED. SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM JOB #: 00 11Q•8'H5 Oq STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONCENTRATED TORMWATER STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR 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: ALt,tb:DR�tt1 TEGNnIOLLYaY 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND PERIMETER AT ALL TIMES. - Address: 9333 PAC.IFV6 K.94 FtT6 BLVD, STE• G, SAtt DI ED, LA 92121 FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED HALF (1 THE HOURS OF 5:30 P.M. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE Phone: (,$567 $57-45t5 (.t=AK.) ess 415-2F151 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 TRAINING REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" 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 OF ENGINEER OF WORK 9, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL HELD O ENGINEER,WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, STRICT ACCORDANCE WITH SPECIFICATIONS. BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS AND THE PRIME CONTRACTOR MUST THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY SOILS ENGINEER, GRADING CONTRACTOR AND OWNER(S) PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR HOURS IN ADVANCE BY CALLING (619) 633-2770. 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 SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPE OF EXCAVATIONS AND (PASTE MANAGEMENT ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 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 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 MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED ENGINE ER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE WITH A NEAT AND FINISHED APPERANCE 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, 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRAIDING PERMIT BUT PRIOR DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITE'S SHALL BE CHECKED FREQUENTLY FOR LEAKS 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 TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS GRADED ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL, NEGLIGEN T ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN ACTING WITHIN T CO SE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY WORK LRFORN E BY E ENGINEER. NO.10205-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE D, EROSION CONTROL TRASH MATERIAL.APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LARRY BOUCHARD AT (760) MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT BY: - -_ DATE: 6/ � /2opc� e!0 Nq�� 634-8165 24 HOURS. AND CONCRETE WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN WHO CERTIFIES SUCH GRADING OPERATION. _;_____ __________ __________ 2 TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF � PVREZ z PEREZ MAGARSO R, �' w 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR 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. m CD No.c zost» M T APRIL 15 . ALL NECESSARY MATERIALS - w UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND TIMES DURING THE RAINY SEASON (OCTOBER 1 0 A ) ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 4151. Company: J&B ENGINEERS, SURVEYORS Exp.913o1os a COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SHALL BE STOCKPILED ON SITE ON OCTOBER 1. AT CONVENIENT LOCATIONS TO Address: 12265 WORLD TRADE DRIVE STE. H SAN DIEGO CA 92128 SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND rT CIVIL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT THE SITE. RCEn 20604 Number: 858.451.7918 �� OF CAL`¢C� OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE Expires 9/30/2009 HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR APPROVAL OF THE ENGINEERING INSPECTOR. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL ;N7 ENDED USE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING SURFACES. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE RAINFALL, ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST E WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE T AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT HAVE BEEN INSTALLED. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. g 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS IMPERVIOUS AREA: Ld PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ENVIRONMENTAL DATA OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE HAZARDOUS CONDITION. 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE _ IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 150 s.f. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE 2) MAXIMUM VERTICAL DEPTH OF CUT = 2 FT. I MPERVIOUS AREA AFTER CONSTRUCTION: 4,700 s.f. REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 3) MAXIMUM VERTICAL DEPTH OF FILL = 2 FT. INCREASE IN IMPERVIOUS AREA: 4,850 s.f. SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 SHALL BE INCORPORATED HEREON. 4) AVERAGE DEPTH OF CUT = 555 C.Y./ 13,293.43 S.F. x 27 = 1.13 FT Z PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE. SPREAD, WATER 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE 5) AVERAGE DEPTH OF FILL = 555 C.Y./ 16,197.92 S.F. x 27 = 0.93 FT SHEET INDEX o AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EARTHWORK: $ 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE CUT = 555 C.Y. FILL =555 C.Y. SHEET N0. 0 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF 1 GRADING PLAN a SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND IMPORT = 0 C.Y. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS 2 GRADING PLAN O a ENBANKMENTS SHALL BE SHAPED. PLANTED AND TRIMMED AS DIRECTED BY THE REMEDIAL = C.Y. (2' REMOVAL AND RECOMPACT UNDER AND 5' OUTSIDE OF PAVED AREAS) 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 3 EROSION CONTROL PLAN N RAINFALL. NOTE: TOTAL DISTURBED AREA = 29,650 S.F. w AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ®® BMP Project Status: rn w ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE t STANDARD AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING o ORDINANCE. PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION OLIVENHAIN MUNICIPAL WATER DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS ao r OLO o PLANNING ENGINEERING •SURVEYING•MAPPING DR/CDP PERMIT NO. W m 12265 WORLD TRADE DRIVE STE. H SAN DIEGO, CA 92128-3771 /� SPECIAL USE PERMIT NO. N/A Q