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2005-9437 I (Plans) GRADING NOTES LANDSCAPING G' ADING PLAN FOR PRIVAT OAD IMPROV M NT,S 1. ALL WORK SHALL BE DAVE IN ACCORDANCE NITH THESE PLANS i. ALL SLOPES SHALL PLA AND IRRIGATED IN ACCORDANCE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS WITH PLANS APPROVED BY CITY ENGINEER. PLANS SHALL CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CONFORM TO THE CITY OF NC`INITAS GRADING ORDINANCE AND CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ALL ADOPTED LANDSCAPE A D IRRIGATION STANDARDS STORMWATER POLLUTION CONTROL BMP NOTES A. P. N. S: 26 4 - 101 - 161 ; 35, 38, 42, 64, 6 66 STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEE - ADD • SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2. FINISH &gADING AND A SHALL BE ACCOMPLIM M ALL PELATIVE TO CONSTRUCTION A C TI t✓I Tl ES OWNER C T SITE REQUEST FOR INSPECTION. SLOPES PRIM TO OCT Eft 1 OP IMMEDIATELY UPON COMPLETION ENC /�, � INITAS, CA 92024 2. NO SOILS REPORT HAS BEEN PREPARED FOR THIS PLAN. OF ANY SLOPES GRADED B EN OCTOBER 1 AND APRIL 15. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST � -CONSTRUCTION VEHICLES HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY O �YI YERI ER1 �f! T TEE .DAVID SCHIBLER 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE TE APPROVAL OF LA C( T A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDR SHALL BE DESIGNATED AND ADVISE ON THE COMPACTION AND STABILITY OF THIS PROJECT. 3533 FORTUNA RANCH ROAD, SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES,, NOR OF FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE ` , ENCINITAS, CA 92024 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE IN ACCORDANCE WITH SECTION 23 4 20 OF THE ENCINITAS VMIJNICIPAL EQUIPMENT MAINTENANCE. AL - f / 619 -980 -0243 ND APPROVALS A PERMITS FOR THESE SHALL BE REQUIRED IN CODE~ PROPOSED GRADED SLOPES C , DING 15 FEET IN VERTICAL HEIGHT L MAJOR REPAIRS SHALL BE MADE OFF SITE. / 000, CONJUNCTION WITH IMPROVEMENT PLANS. SHALL BE PLANTED WITH THE S, 41ROBS� AND GROLNDCOVER, PRIOR TO EROSION CONTROL BY: DATE' • C WORK TO 8 D0N APPROVAL OF '�ROU HRH GRADING" B THE ENGINEERING DEPARTMENT, A DAVID SCHIBLER O - � E 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE �► L SUBMITTED TO THE C ETTER FROM A STATE LICE ED DE APubSCAPE ARCHITECT SHALL BE OPMENT DEPARTMENT CERTIFYING tt Y 'da� 4 ALL WORK SHALL BE DONE IN ACCORDANCE KITH TI'£ STANDARD SPECIFICATIONS 5. CONTRACTOR SHALL TAKE ANY I�CE'SSARY PRECAUTIONS REQUIRED THAT ALL SLOPES EX CEEDING IN HEIGHT SHALL BE PLANTED WITH AN GRADING EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED F NitN L SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING I FIEREBY AGREE TO COMMENCE WORK ON ANY TS S�iC WN ON 0 a AA FOR PUBLIC WORKS CONSTRUCTM (LATEST EDITION% THE SAN DIEGO STANDARD TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. APPROPRIATE COMBINATION TREES�i SHRUBS, AND GROUNDCOVER THAT EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE THESE PLANS WITHIN EXISTING PRIVATE EASEMENTS. WITHIN 60 DAYS AFTER -� SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR MEET THE "FIRE DEPARTMENT IDEL S FOR PLANTING IN DEVELOPMENTS GROUND COVER VEGETATION AND BONDED FIBER MATRIX ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ''� CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEEA REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SUBJECT TO FUEL MODIFICATION RUDE ONLY NON- INVASIVE, NATIVE. ACTIVELY ON EVERY NORNAL WORKING DAY UN TIL COMPLETED, IRRESPECTIVE b � Sl TE AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LA EDITION). 6. THE DEVELOPER SHALL E RESPONSIBLE THAT ANY MDNUNENT OR pROUGHT- TOLERANT PLANTS FOP OPES THAT ARE ADJACENT TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLONED DURING WET WEA THER. AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR v NN BENCH MARK WHICH IS DISTURBED OR DE STROYED SHALL BE RE- BIOLOGICAL OPEN SPACE AREA'S AREAS CONTAIN t)NDER MY C TROL . ING NATIVE VEGETATION DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL AUIVl7FF AROUND THE LEGEND ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER AND 8E SPACED AT NOT TO E C 20 FEET ON CENTER FOR TREES AND 10 CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION OR A LICENSED LAND SURVEYOR. FEET ON CENTER FOR SHRUBS THAT, WILL PROVIDE FULL COVERAGE AND USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. OWNER: DATE' 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PREVENT EROSION. PRIOR TO SSbANCE OF FINAL OCCUPANCY, A FINAL DAVID SCHIBLER � EXISTING _ AMPROVEMENTS SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE LETTER SHALL BE SUBMITTED FROM ! LICENSED LANDSCAPE ARCHITECT BEHOVE EXISTING VEGETATION C%Y WHEN ABSOLUTELY NECESSARY LARGE 1 SEWER MANHOLE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND CERTIFYING THAT THE SITE S N I N INSPECTED BY THE LANDSCAPE PROJECTS SHALL BE CONDUCTED PHA SES TO AVOID UNNECESSARY REMOVAL ENCINITA ELECTRIC METER SO CA 92024 2 FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND ARCHITECT AND MEETS THE A OVE OUIREMENTS AND THAT THE O REGULATIONS. OF THE NATURAL GROUND COVER, DO NOT REMOVE TREES OR SHRUB'S ADDgE�; 3533 FORTUNA RANCH Ai0A0, PLANTING IS WELL ESTABLISHED (0 � OF SLOE AREA HAS GERMINA TED AND UNNECESSARILY. THEY HELP DECREASE EROSION. UTILITY POLE FOR ONfWM �o LiNES S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) IS IN A HEALTHY, ACTIVELY I RO I STATE) AND GROWING ON THE SLOPES. BE TELEPHONE RISER BOX MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL WT TEMPORARY VEGETATION MUST BE PLANTED O N SLOPES OR WFEIRE CONSTRUCTION s CATHOOAC PROTECTION RL CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NO TiFI CA T I O N S C� NOR ON SATURDAYS, SUhAAYS AND CITY RECOGNIZED HOLIDAYS IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL A S SESSORS PAFI(n NO.. 264- t0i -14 UTILITY CoDUrT RISING ABOVE GROUND s BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO O 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADD G 1. THE EXISTENCE AND L A T UTILITY PIPES SHIELD AND BIND THE SOIL. d CHAiNLW FENCE MEETING HAS BEEN HELD ONSITE WITH TFE FOLLOWING PEOPLE AND STRUCTURES SHD ON SE PLANS WERE OB TAINED BY A VICINITY MAP Q 2" IRON PIPE PER P.M. 17084. SE COR" OR P.M. PRESENT CON TRACTOR I NSPE C TOR , HE PREGRADE MEETING ELT MENG KNWLEDGE THERE ARE EXISTING UTIL ITIES SE OF AVAILABLE RE . TO THE LIES X A DECLA OF RESPONSIBL CH GRADING CON RAC NOT TO SCALE 9� 3/4" IRON PiPE PER P.M. 17084. SE CORNER of P L 2 of P.M. SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ON THESE PLANS, H0� S PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT 1 60D SPIKE FOUND WITH LATH MARKED PROPERTY CORNER ADVANCE BY CALLING (760) 633 -2770. I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS THE CONTRACTOR IS RE� DUE PRECAUTIONARY TAKE D PRECAUTIONARY WATER USAGE FOR DUST CON'TROi,. SHALL BE MINIMIZED - s---• EXISTiIVG SEWER LINE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MA TERIALS TO ANY MEASUIRES TO PROTECT N E lSTING UTILITIES OR STRUCTURES DEFINED IN SECTION 6703 OR THE BUSINESS ANCJ PROFESSIONS CODE, AND THAT --- T/-- E - UNDERGROUND TELEPW W AND/OR ELECTRIC LiNE PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE LOCATED AT THE WORK Ir . T IS THE CONTRACTORS THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ----C PR--- - CATHOOAC PROTECTION RECTIFIER UNDERGROUND LINE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE RESPONSIBILITY TO C TA FOLLOWING RESPONSIBILITY TO - SITE CONS TRUCTION MATERIAL STORAGE - - W- - CITY ENGINEER F OR THE PROPOSED HAUL ROUTE. THE DEVELOPER CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS UNDERGROUND WATER LINE SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CONTACT THE FOLLOIWI INNERS OF SAID UTILITIES OR STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEP I LMERSTAND THAT THE AGE - OHL -- EXISTING OVERHEAD UTILITY LINES. Y THE CITY T�NCINITAS IS CONFINED TO A REVIEW ONNLY AND DOES NOT CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING STRUCTURES PRIOR TO A NY E B OVATION, FOR VERIFICATION AND AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL - - - --- PROPERTY BOUNDARY LINES OPERATION. LOCATION OF UTILITIE AI NOTIFICATION OF COMMENCEMENT OF STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT RELIEVE ME, ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT 389_,_5 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WORK: FOR ALL FUEL STORED ON -SITE, DESIGN. SPOT ELEVATION OF EXISTING GROUND PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL " GFESS� A. SEWERS _ SO 633 -2770 QR oti EASEMENT NOTES RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE A _ E LIMINATE OR REDUCE POLLUTION OF STDRMh�ATER FROM STOCKPILES KEPT ONE -SITE. g a p �� E q � PROVIDED STATING. THE GRADING UNDER PERMIT NO. B G & ELE TR (B00) 422 -4133 DIG ALERT STOCKPILES MAY INCLUDE SOIL PARING MATERIALS ASPHALT CONCRETE AGGREGATE f �� �' 40 �y 9437 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE C. WATER - WD (800) 422 -4133 - DIG ALERT ,BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY t FROM CONCENTRATED STDRMWATER BY: DATE y Qo � �� � Q EASEMENT FOR ROAD AND PUBLIC UTILITIES PER PARCEL 2 OF DOG. W. 1999 - 0509129 REC. 7- 23 -99. WITH THE APPROVED GRADING PLAN OR AS SHOWN ON z THE ATTACHED AS GRADED PLAN ". THIS STATEMENT SHALL BE D• TEL - (800) 422 - 4133 - DIG ALERT FLOWS AND STORMDRAIN L W ('10. 39 ETS. STOCKPILES SHALL BE COVERED OR PROTECTED �, © EASEMENT FOR ROAD AND PUBLIC U11LiT1ES PER PARCEL S OF DOG Mo . 1999 - 0509129 REC, 7- 23 -99. 7 FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER E. CABLE TV (800) 422 - 4133 -DIG ALERT WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT Exp. 12/3 26 m 1/ © SEWER EASEMENT GRANTED TO CARDIFF SANITATION DISTRICT PER PARCEL MAP No. 17084. WHO CERTIFIES SUCH GRADING OPERATION. 2. CONTRACTOR SHALL MST CITY ENGINEER OFFICE 48 RICE NO. 39726 EXP. OA TE: 12 -OS s !, ❑D WATERLINE EASEMENT GRANTED TO OLiVENMM MUNICIPAL WATER DISTRICT PER DOC• NO. 15!5673 REC. 8 - -65 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED HOURS PRIOR TO BEG A WORK ON THIS PROJECT. RAINING ��rF C1V1L � [fl EXISTING IRREVOCABLE OFFER TO DEDICATE REAL PROPERTY PER DOC. NO. 310620 REC. 11 20 SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT PHONE' (760) 633 -2770 O F it 0 F AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CONTRACTORS EMPLOYEES PERFORM CONSTRUCTION IN THE CITY OF PROPOSED PRIVATE ROAD EASEMENT PER PARCEL. MAP NO. 17054. AND ❑ 3. THE CONTRACTOR SHALL G 14 HOURS M? TICE ON CALLS FOR ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS © PROPOSED PRIVATE ROAD EASEMENT PER PARCEL. MAP Na 1185. SUBMIT SO IT SOILS S S IL R EPO RTS AS REQUIRED AND WIL L COMPACTION OF TR HE SHALL DETERMINE THE INSPECTION. PHONE: 60) 6.13-2770. ALL WORK PERFORMED STORMWA TER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES ❑H THAT PORTION OF THE EASEMENT PER NOTE 8 ABOVE WHICH READS "WMEST 20.00 FEET OF THE NORTHEAST SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WITHOUT BENEFIT OF TON WILL BE SUBJECT TO SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY QUARTER OF THE NORTHWEST QUARTER OF SECTION 9 ". WHAT IS LABELED HEREON AS H IS THE WEST 20.00 GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND REJECTION AND REMOVAL.. OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 9. TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES TITLE SHOULD BE RESEARCHED TO DETERMINE IF AREA LABELED IS WHAT WAS INTENDED TO BE CONVEYED. IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE ,EROSION CON CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WASTE MANAGEMENT AND THAT ALL EMBANKMENTS AND EXCA VATIONS ARE ACCEPTABLE FOR IN CASE EMERGENCY I �Oulpm CONTACT _PROPOSED iMPROVEiUEi'�rTS_ THEIR INTENDED USE. DAVID SCHIBLER AT (09) 1 • •F-0243 (24 HOURS) CONTRACTOR SHALL BE RESPONSIBLE' FOR PROPER. Y DISPOSING OF ALL WASTE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED F Y WORK SHALL BE MADE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE S.D.R.S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDIM 2 EQUIPMENT AND PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID AVAILABLE AT ALL TI NG THE RAINY SEASON. ALL CONVEYANCE SYSTEM IS STRICTLY PROHIBITED DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE NECESSARY MATERIALS $HAL . E STOCKPILED ON SITE AT PROPOSED AC PAVING 4 , � SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONVENIENT LOCATIONS TO i FACILITATE RAPID CONSTRUCTION OF SEEPAGE FROM D(JINPSTERS SHALL BE DISCHARGED INTO STORMh/A TEA. 3 112 " AC OVER 6 " CLASS II A B MINA OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT TEMPORARY DEVICES N I IS IMMINENT OR PER SOILS ENG RECOMMENDATIONS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 3• DEVICES SHDIdN ON PLANS SNA L NOT BE MOVED OR MODIFIED BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL INSTALLED. WITHOUT THE APPROVAL OF T ENGINEERING INSPECTOR. STORM RUNOFF, DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. PROPOSED AC BERM G - 5 14. ALL AREAS TO BE FILLED SHALL BE (PREPARED TO BE FILLED' AND DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITH0UT FILL SHALL BE PLACED IN ACCOPDA`NCE WITH STANDARD 4• TtE• CONTRACTOR SHALL S ALL EROSION CONTROL DEVICES LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR SPECIFICATIONS. ALL VEGETABLE MATTER AND OB�JECTIONA�E TO WORKING ORDER TO HE SATISFACTION OF THE CITY ENGINEER COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH TREATMENT SWALE MA TERIAL SHALL HE REMOVED BY THE CONTRACTOR FROM THE AFTER EACH RUN OFF I RAINFALL . MATERIAL. LANDSCAPE AREA FOP STOP Mt'A TER SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 5 THE CONTRACTOR SHALL INSTALL ADD ITIONAL EROSION CONTROL BEST MANAGEMENT PRACTICE NOT TO AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM MAN' CONSTRUCTION MATERIALS, lhaUDING SOLVENTS WATER -BASED PAINTS BE MODIFIED WITHOUT PERMIT FROM CITY NA TURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO MEASURES AS MAY BE QU BY THE CITY ENGINEER DUE TO VEHICLE FLUIDS, BROKEN ASPHAL AND CONCRETE, WOOD, AND CLEARED A DEPTH OF 12 INCTES AND THEN COMPACTED TO A MINIMUM OF 90 UNCOMPLETED GRADING COOPER T ON OR UNFORESEEN CIRCUMSTANCES VEGETATION CAN BE RECYCLED. NON RECYCLABLE MATERIALS MUST BE TAKEN PERCENT. IT MALL BE THE CONTRACTORS RESPONSIBILITY TO WHICH MAY ARISE TO AN APPROPRIATE LANDFILL OR DISPOSE OF AS HAZARDOUS WASTE. FOR PLACE, SPREAQ WATER AND COMPACT THE FILL IN STRICT 6 THE CONTRACTOR SHALL ICE AND SHALL TAKE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS ACCORDANCE WITH SPECIFICATIONS. NECESSARY PRECAUTIONS TO' PREVENT PUBLIC TRESPASS ONTO WASTE HOTLINE TOLL FREE AT (800) 7114 - 1195. FOR INFORMA T ION ON LANDFILLS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH AREAS WHEN IUD NAT ER CREATE A HAZARDOUS CONDITION. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 7• ALL EROSION CONTROL. A PROVIDED PER THE APPROVED SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE GRADING PLAN SHALL BE INCO ATED HEREON POLLUTANTS SHALL 8E KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND ENGINEER O= WORK AND LEFT IN A NEA AND ORDERLY RECYCLING RECEP TACLES AROUND THE SITE. CONDITION. ALL STONES ROOTS AM OTHER WASTE MATTER 8. GRADED AREAS AROUND CT PERIMETER MUST DRAIN AWAY C EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE FROM THE FACE OF SLOPE T THE CONCLUSION OF EACH WORK PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY 6' 10' 10' LIABLE TO BECOME LOOSENED SHALL BE REWVED AND DISPOSED FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND 10 �' O=. TFE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN DAY LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS 1 4' 1 AC PAVING CUT OFF MALL AC PAVING CUT OFF NAL L ACCORDANCE WITH THE GRADING ORDINANCE. 9. ALL FEROVABLE PROTECTIVE (VICES SHALL BE IN PLACE SURFACES. ROCK LINED TREA TIMENT SWALE EXISTING GROUND EXISTING GROUND AT THE END OF EACH DAY WHEN THE FI VE (5) DAY RAIN W/ SOIL STABIL 6 BERM 16. ALL REE$ BAUSN GRASS, AND OTHER OBJECTIONABLE MATERIAL PROBABILITY FORECAST EXC�E FORTY PERCENT (40X). SILT ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER MATTING AND UNDERLAIN WITH SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF AND OTHER DEBRIS SHA L BIE VED AFTER EACH RAINFALL AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN STREET MATERIAL 6" CLASS II BASE .K-- � 2% THAT THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE 0. SHa LD GERMINA TION HYt�O ... s • .......: a FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 1 SLOPES FAIL TO PROVIDE - - EFFECTIVE COVERAGE GRA D SLOPES (90% COVERAGE) PRIOR ~ f `' ! N DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH - � � � � - I I cx CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PUVCFED STRAW INSTAL ED IN ACCORDANCE WITH SECTION 35.023 LL� . _LL-LL OF THE EROSION AND Dl N CONTROL HANDBOOK OF THE STATE EXISTING GRADE 3 112" AC O 6" CLASS IT AB OF CALIFORNIA DEPARTMENT CONSERVATION. EXISTING GRADE" 3 1/2" AC OVER 6" CLASS II AB � TYPICAL SECTION Wj TREATMEN SWALE TYPICAL. ROAD SECTIO 49 a � 0a P.M.1185 I P.M.1185 PARCEL NO.1 PARCEL NO.4 ITNSTALL SUFFICIENT " 5770. if 00 APN 264 - 101 -35 � I APN 264 - 101 -38 CO TRA I 4 b � �� I A.C. PAVEMENT TO L �, "'� do DEPTH 0 MIATEiN PRIOR 9 SATISFACTION OF ` i . ? 3 � Q TO CONSTRUCTION. ENGINEER OF '� 9 FIRE DEPARTMENT. z P.M. 16712' EXIST SEWER ` °` RECORD TO BE NOTIFIED OF �> X lw 'IT PER PLAN CS 375 DISCREPENCIES TO PLAN. ST 7+ 5 APN 16