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2008-859 G (Plans) GRADINGNMES NOTIH CA77ONS STORMWA7ER POLLMON CC)NTR -CAL BIV1P NOTES ENVRZaVW IV ®TES. AL ESC ON 1. THE EX T AND LOCATION OF GR UTILITY PIPES TIVE TO C U ONAC AND Sr UL�S SHOWN ON THESE A"' TArNED BY A 1. THE STEEPEST EXISTI. SLOPE IN THE GRADED AREA IS 3. 1 SEARCH AVAILABLE RECORDS. Tr HE BEST OUR T 1. ALL WORK SHALL BE OQNE IN ACCORLANCE WITH THESE PLANS. (EXCLUDING ANY EXIB LO 14 IN BLOCK 7B OF MAP 33 IN THE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOUT MAN MADE SLOPES). CITY OF ENCIN 45, C"T`Y OF SAN DIEGO CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2 FT AND THE MAXIMUM STATE OF CALIFORNIA. CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 8.5 FT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 1' A•P•N. , 258- 211 -12 REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. &F CUT AREA OF CUT (S. F.) RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2. THE SOILS REPORT TITLED "SOILS INVESTIGATION PROPOSED UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 4' SITE ADD S SINGLE FAMILY RESIDENCE 721 DEWITT AVENUE ENCINITAS, CA VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS OF FILL AREA OF FILL (S. F.) PREPARED BY 2007. ALL GRADING SH ALL BE DONE IN ACCORDANCE AL GRINAL CONSULTANTS, DATED OF COMMENCEMENT OF WORK: 721 DEWITT AVENUE A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICL�a ENCINITAS, CA 92024 WITH THE RECOMMENDATIONS OCTOBER 15, L EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I OWNER ' S CE TIRCATE AND SPECIFICATIONSCONTAINED IN SAID REPORT. A. SEWERS - CSD 633 -2770 NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SOG &E (800) 422 -4133 - DIG ALERT' IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE KELLY PHAFF KEL CHANGES TO JOHN 6 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONSTRUCTION VEHICLES THESE PLANS. IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SDWD (800) 422 -4133 - DIG ALERT 721 D KEL AVENUE ENCINITAS, CA 92024 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR PHONE 858-336-2024 CONJUNCTION WITH IMPROVEMENT PLANS. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF GRADING. EROSION CONTROL THE IMPROVEMENTS. ES 1 E C U 5 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 `� 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED 20 CUBIC YARDS EXCAVATION (CUT) (`� TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633 -2770. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 500 CUBIC YARDS EMBANKMENT (FILL) V ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 480 CUBIC YARDS IMPORT REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. OVER ALL ADING ACTIVITY AND ADVISE OF THE COMPACTION DI STU48ED OR DESTROYED SHALL 8F_ RE- REJECTION AND REMOVAL. AND ST IL SITE. BENCH MARK WHICH IS OI F HE � 6. THE DEVELOPER SHALL RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER THE JOHN ,} DATE TRENCH VOLUMES OR ANY OVEAEXCAVATION, IF OR A LT"FNSFn LAND SURVEYOR. �S®ILS G 'S C C, CONSTRUCTION SITE. A CONTRACTOR T SHALL CHANNELSAGAINST DEROSION l' REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 7, THE CONTRACTOR SHALL DESIGN, CONS`ii�'UCI" AND MAINTAIN ALL I, L'har�ts C0r6i- A REGISTERED CIVIL ENGINEER IN THE STATE OF USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. SAFETY DEVICES, INCLUDING S;TORTNG, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE RESPONSIBLE FOR CONFOPMINJ 70 ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY RE FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY M MOVAL � -fib -0 EARTHWOAI< QUANTITIES ARE ESTIMATED FOR E OR UNDER MY OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS KELLY F: DIRECTION BETWEEN THE DATES 9I! o7 AND 10 1s o ONE COMPLETE UNNECESSARILY,' THEY HELP DECREASE EROSION, DATE PERMIT PURPOSES ONLY. (CALCULATED ON A kEGULATItNS. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE GONSTRUCTID, DUE TO FHRINKAGE OR SWELL FACTORS) N MILE OF A STAUCI'URE FOR HUM.tV OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, I IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE CONDUCTED BETm "EN THE HOUR" OF 5:30 P.M. AND 7: 30 A.M. HAVE F.F VIEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO DETERMINED. REFER TO SOILS REPORT FOR REMOVAL NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SHIELD AND BIND THE SOIL. AND RECOMPACTION DEPTHS. BEEN INC PPATE �IN GRADING PLANS AND SPECIFICATIONS. 9. NC GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGAADING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNS GRADING ACTIVITIES ARE COMPLETE. L. PRESENT: C27Y dNSPECTOr�, CIVIL ENGINEER, SOILS ENGINEER, (" "* GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING RCE NO.: !.A 0 Z p SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN -° s ",. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. Le ADVANCE BY CALLING (760) 633 -2770. EXP. DA TE ems` ON CONST MATERIAL STORAGE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY SOUTHLAND GEOTECHNICAL CONSULTANTS ;,; STORED MATFRIALS SHALL BE CONTAINED IN A SECUR E PLACE _ PREVENT SEEPAGE STER/ BUS,TOP D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 1238 GREENFIELD DRIVE, SUITE A AND SPILLAGE, CONTRACTOR SHALL STORE THESE PRODUCTS *ERE THEY WILL COA STER/ DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE EL CAJON, CA 92007 CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT PROPERTY BOUNDARY �'^ ' SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE PROJECT NO. 147C74 FOP ALL FUEL STORED ON -SITE. CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING (619) 442 -80 22 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. y PROPOSED CONTOURS 255 OPERATION. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE 4 11 UPON FINAL BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER .x EXISTING CONTOURS PERMIT PRI CO MP L ET I O N R O F OF THE WORK UNDER THE GRADING I�IECi © WA ZiIS CT FLOWS AND STOR AIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED v EXISTING EDGE OF PAVEMENT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT � �. .�--- -- �-~-- °r,�r ~~-- RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER AT ALL TIMES. PPOVIDEO STATING "THE GRADING UNDER PERMIT NO. 859 -G CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION 'E' STREET SIT �� EXISTING FENCE HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND AFNROVE7 GRADING PLAN OR AS SHOWN ON THE ATTACHED UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT, TRAINING o AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE EXTSITING RETAINING WALL 2 ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRICTION IN THE CITY OF SUCH GRADI'N'G OPERATION. LINE CROSSING, LINE PARALLELING OR PROPOSE(, CONNECTION ENCINITAS SHALL BE TRAINLU TO FAMILIAR W�.W'.,4 THE =Y OF ENCINITAS ® MCArEIL AVE U DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES ti EXISITNG HARDSCAPE 12. ALL GRADING SHALL BE _ � Q SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROr_ taEQUIREMEN THESE BMP NOTES 'VSPECTED AND TESTED BY A QUALIFIED CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVE''YONE WORKINr' ON SITE. THE PROPERTY CENTERLINE SOILS ENGINEER OR UNDE' HIS DIRECTION. HE SHALL INSPECT SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNERS) AND THE PRIME CONTRACTOR "'�,T INFORM SUBCONTRACTORS AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS ,14%1) THEIR OWN RESPONSIBILITIES. � 12O' REOUEZA.13T. AND BACKFILLS AND CC', ^ACTI'N OF TRENCHES. Pi' SHALL BY SAN DIEGUITO WATER DISTRICT. SETBACK LINE - - - - _ w SUITABILITY ANY FILL SUBMIT SOILS REPORTS AS REQUIRED AlO WILL DETERMINE THE WASTE MANAGEMi rtT a 3. CONTRACTOk AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR 'Q T IONS HE SH ALL S UPON COMPLETION OF E THAT OBSERVATIONS AND LIMIT OF R.O.W. ENCROACHMENT ------------ - - - - -. ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE ti EXISTING WATER MAIN TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE EXISTING WATER MAIN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM I5 STRICTLY PROHIBITED. _.._ . AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE - -- - �__. THEIR INTENDED USE. UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. r ��7 C EXISTING GAS MAIN _ ------ ._ - -- - - -- - 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. EXISITING SEWER LATERAL OF WATER. HE E SHALL NTS SURFACES TO A POSITIVE DRAINAGE AND PREVENT Ft7NDING PARALLELING WATER SERVICES. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT _ LL CONTROL SURFACE WATER AND AVOID LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR --- --- s DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED 'COVERED WITH TARPS EXISTING WATER SERVICE IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL. g11I'A ®F' G OF WC PROPOSED RETAINING WALL OF FRESHLY GRADED AREAS UNTIL SUCH TIME A PERMANENT VAULTS. DRAINAGE AND EROSION CONTROL MEASURES HAVE E BEEN MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE INSTALLED. A ALL WA TER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOC'J, AND CLEARED ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK LIMIT OF GRADING WA TER METERS MUST BE IN y° ry AND ALL OTHER TRAVELED WAYS. VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FRONT OF THE PARCEL THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANGHECK OR Fl ONLINE DIRECTION FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REQUIRED REVIEW PE BY BY THE BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY SPECTFICA TIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR INFORMATION ON LANDFILLS FOP THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF SURFACE IIPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL NOTES: ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, PROPOSED BMP AREA MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. \-� D .T• AND ALLUVIAL SOILS SHALL BE REMOVED 70 SUITABLE FIRM POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND AND ENCINITAS THEREF DO E N O B RELIEVE THE EON HE E ENGINEEA AGREES TO YINDEMNIE PLANS AND HOLD HARMLESS . NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE RECYCLING RECEPTACLES AROUND THE SITE. OF IMPR , _ Ettl A RFPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO FROM OL D A THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES 4" PVC STQRMiDAAIN DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS PL, }CENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ERRORS OR OMISSIONS OF THE ENGINEER AND HIS ° PLACE, SPPE:Q, WATER AND COMPACT THE FILL IN STRICT WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY G`J , HER AGENTS NTAINMENT AND / OR EMPLOYEES ACT'1NG ACCORDANCE WITH SPECIFICATIONS. DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 12'x12" AREA DRAIN ❑ OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY SURFACES. THE WORK PERFORMED BY THE ENGINEER. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LINE IS. CONCRETE RIBBON GUTTER GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL I ( (/ SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE UNDERGROUND. THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. BY ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY WILLIAM J TIN SUITEA DATE PROPOSED HANDSCAPE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM PROPOSED D -40 RIP -RAP LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE j, SCAPING OF. THE TOE AND TOP OF AL SLOPES SHALL BE ROUNDED IN CONVEYED TO AN APPROVED DRAINAGE FACILITY. ENERGY OISSIPATOR ACCORDANCE WITH THE GRADING ORDINANCE. 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 4. EROSION CONTOL MEASURES (E.G. RONDED FIBER MATRIX, WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL PCE No. 68964 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND POFESS P jO -- HALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. CO ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. O �UST r g� THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIB FP PASCO ENGINEERING INC. kr� �� � S'G F HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE SLOPES PRIOR ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 2. FINISH GR AND PLANTING SHALL BE ACCOMPLISHED ON ALL 535 N. COAST HIGHWAY 101 ci `� f - FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST v �' z DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELA TIVE TO CONSTRUCTIONACTIVITIES AND STRUCTURES SHOWN ON THESE PLANS WERE ^ BTAINED BY A 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 3 :1 LOT 14 IN BLOCK 7S OF MAP NO. 33 IN THE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR (EXCLUDING ANY EXISTING MAN MADE SLOPES). CITY OF ENCINITAS COUNTY OF SAN DIEGO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOUT STATE OF CALIFORNIA. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS. HOWEVER: 2. THE MAXIMUM VERTICAL DEPTH OF CUT � T� S 2 FT AND THE MAXIMUM CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 8.5'FT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO AY.N,: 258 - 211 -12 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 1' REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF CUT AREA OF CUT (S. F. RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. = 4' SITE ADDRESS UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR B.) AVERAGE DEPTH - VOLUME OF FILL (C.F.) 2. THE SOILS REPORT TITLED "SOILS INVESTIGATION PROPOSED SINGLE FAMILY RESIDENCE 721 DEWITT AVENUE ENCINITAS, CA VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS OF FILL AREA OF FILL (S. F.) 721 DEWITT AVENUE PREPARED BY SOUTHLAND GEOTECHNICAL CONSULTANTS, DATED OF COMMENCEMENT OF WORK: ENCINITAS CA 92024 OCTOBER 15, 2007 ALL GRADING SHALL BE DONE IN ACCORDANCE EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. V EHl OWNERS CERTIFICATE. WITH THE RECOMMENDATIONS AND SPECIFICATIONSCONTAINED A. SEWERS - CSD 633 -2770 NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OA CORRUGATED STEEL IN SAID REPORT. PANELS /PLATES. OVINERIP BARAT'IEE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO JOHN IS KELLY PHAFF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONSTRUCTION VEHICLES THESE PLANS. 721 DEWITT AVENUE C. WATER - SDWD (800) 422 -4133 - DIG ALERT ENCINITAS CA 92024 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE A SPECIFIC AREA AWAY FROM GUTTERS AND STORMORAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A PHONE 858-335 APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR CONJUNCTION WITH IMPROVEMENT PLANS. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - COX (800) 422 -4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF GRADING. EROSION CONTROL THE IMPROVEMENTS. ESTIMATED EARTHWORK QUANTITIES 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 ' HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 20 CUBIC YARDS EXCAVATION (CUT) v 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED PHONE: (760) '633 -2770. EROSION CONTROL MUST HA PROVIDED FOR ALL EROSIVE SURFACES. SLOPED .I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 500 CUBIC YARDS EMBANKMENT (FILL) TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ADEQUATE 480 CUBIC YARDS IMPORT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR OVER ALL ADING ACTIVITY AND ADVISE OF THE COMPACTION REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. AND ST I HE SITE. v`` 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. TRENCH VOLUMES OR ANY OVEAEXCAVATION. IF OR REGISTERED CIVIL ENGINEER S CONSTRUCTION D IKES ONTRACTOR PROTEC CH R U NOFF ELS AG ER SION I'14'Of REQUIRED BY SITE CONDITIONS USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. JOHN DATE CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL I, 0 ctr1cs Corbin A REGISTERED CIVIL ENGINEER IN THE STATE OF ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE RESPONSIBLE FOR CONFORMINS TO ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL EARTHWORK QUANTITIES ARE ESTIMATED FOR FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS KELLY F DATE PERMIT PURPOSES ONLY. (CALCULATED ON A REGULATIONS. DIRECTION BETWEEN THE DATES 9 !o7 AND io is o ONE COMPLETE UNNECESSARILY. THEY HELP DECREASE EROSION. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY DUE TO SHRINKAGE OR SWELL FACTORS). B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION MILE OF A STRUCTURE FOR HUM,N OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, I IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE CONDUCTED BETY' " =N THE HOURS OF 5 :30 P.M. AND 7: 30 A. M. HAVE F.CVIEWED THESE GRADING PLANS AND CERTIFY THAT THE BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO DETERMINED. REFER TO SOILS REPORT FOR REMOVAL NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SHIELD AND BIND THE SOIL. AND RECOMPACTION DEPTHS. BEEN INCO ORATE NS / IN T GRADING PLANS AND SPECIFICATIONS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIG GRADING ACTIVITIES ARE COMPLETE. PRESENT: CITY INSPECTOtr, CIVIL ENGINEER, SOILS ENGINEER, -. GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING RCE NO.: U3o 2 - _ WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. L SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) E33 -2770. EXP. DATE: OB 3� / ✓� k�� ON -SITE CONSTRUCTION MATERIAL STORAGE 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIAI S TO ANY SOUTHLAND GEOTECHNICAL CONSULTANTS ± ° Y� °``` "" STORED MATFRIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE COASTER/ BUS STOP S.D.R.S.D. = SAN 07EGO REGIONAL STANDARD DRAWINGS PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 1238 GREENFIELD DRIVE, SUITE A A" AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE EL CAJON, CA 92007 °� rr STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT PROPERTY BOUNDARY CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER i T; FOR ALL FUEL STORED ON -SITE. SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE PROJECT NO. 147C74 PROPOSED CONTOURS 255 CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING (619) 442 -8022 "'"` "�� ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. OPERATION. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE EXISTING CONTOURS -- ;:;.•- BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER 2 11 UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING SAN DIEGUHO WATER DISTRICT FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED zs 1 �u. EXISTING EDGE OF PAVEMENT PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT BARRIER AROUND THE PERIMETER AT ALL TIMES. o _ RELEASE OF SECURITY," AND AS- GRADED CERTIFICATION SHALL BE CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION •E• EXISTING FENCE STREET PROVIDED STATING: THE GRADING UNDER PERMIT ND. 859 - G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND i ArPROVE) GRADING PLAN OR AS SHOWN ON THE ATTACHED UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. TRAINING SITE w o EXISITING RETAINING WALL - - - - AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE o MCNEIL AVE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF EXISITNG HARDSCAPE r ^� SUCH GRADING OPERATION. LINE CROSSING, LINE PARALLELING OR PROPOSEL CONNECTION ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY ii CENTERLINE - SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS REOUEZA.ST. SETBACK LINE 12O' AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. z - - - - - AND BACKFILLS AND CC•, ^ACTINN OF TRENCHES. h,L SHALL BY SAN DIEGUITO WATER DISTRICT. LIMIT OF R.O.W. ENCROACHMENT SUBMIT SOILS REPORTS AS REQUIRED AVD WILL DETERMINE THE WASTE MANAGEMENT Q ------------ - - - - -• SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTF ti EXISTING WATER MAIN TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AND UNUSED CONSTRUCTION MATERIALS H E M BAN KMENTS . DUMPING OF UNUSED OR WASTE o PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS EXISTING WATER MAIN -5 --,- IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE c� * EXISTING GAS MAIN THEIR INTENDED AND EXCAVATIONS ARE ACCEPTABLE FOR USE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. Y lC� lYf y y BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL EXISITING SEWER LATERAL v' 13. THE CONTRACTOR SHALL PROPERLY GARDE ALL EXCAVATED 4• UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. NTS -SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING PARALLELING WATER SERVICES. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR EXISTING WATER SERVICE DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH STATE LENT OF ENGIlVEER OF WORK SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC MATERIAL. PROPOSED RETAINING WALL OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT VA UL TS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 6. 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 LIMIT OF GRADING W W INSTALLED. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FRONT OF THE PARCEL THEY ARE SERVING. TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR Fl OWLINE DIRECTION .... FXLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REVIEW PEAFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 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 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE NOTES: AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, PROPOSED BMP AREA SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY _ NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO I. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE RECYCLING RECEPTACLES AROUND THE SITE. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES 4" PVC STORMORAIN - - - A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO - PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING PLACE, SPREAD. WATER AND COMPACT THE FILL IN STRICT WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 12 "x12" AREA DRAIN ❑ ACCORDANCE WITH SPECIFICATIONS. DOUBLE TPERMIT WHERE IT IS THE ONSOFNTHELIBITY9OF THE SURFACE S P ORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS THE WORK PERFORMED BY THE ENGINEER. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LINE IS. CONCRETE RIBBON GUTTER GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, ' 1 A / O g SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL BY., ICJ ( SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE UNDERGROUND. THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. PROPOSED HARDSCAPE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY WILLIAM J TIN SUITER DATE CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM PROPOSED D -40 RIP RAP LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE LANDSCAPING ENERGY DISSIPATOR OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN CONVEYED TO AN APPROVED DRAINAGE FACILITY. ACCORDANCE WITH THE GRADING ORDINANCE. I. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL RCE No. 68964 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL VEGETATIVE COVER. JUTE MATING) MUST.BE IMPLEMENTED CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND QPOFESSI- "HALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. �O ,fUSTI,y q! THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER PASCO ENGINEERING INC. `S' k, ��� G Fy HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ROLLS. GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL 535 N. COAST HIGHWAY 101 FREE FROM UNSIGHTLY DEBRIS. ,APPROVAL OF LOCATION OF SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION SOLANA BEACH CA, 92074 m s 9 Z DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. w No. 68964 m CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY PE 1473 Exp. 12/31/09 DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO �} COVERED STORAGE AREAS FOR WASHOUT HAZARDOUS R MATERIALS. PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. OF CA��� 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF ENCINITAS FIRE PROTECTION DW. SAN DE30LT O WATER DISTRICT ENC =AS PARRS & RECREATION DEPT. KJBLIC W PM DEPT. DRAIN, DRIVEWAY, AND STREET. RE IEWED Y: RE W BY E Y r DATE.• DATE 77ATE w H< SIGNATURE EXPIRES 2 YEARS AFTER DATE REVISIONS APPROVED DATE REFERENCES DATE BEN CHMAR K SCALE p'LANNIlVG & $UII.DING DESWG��NEO BY DRAWN BY CHE Js e r Appgpv Cj'ry OF ENGIlVITAS ENGII�TEERIIVG DEPARTMIIVT DRAWING NO. i m cu "i O PT. N0. 1032 NAME ENC -32 PLANS XED UNDER THE SUPERVISION NoText NoText