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2019-14248-G (Plans)R/GHTOFWAYNOTE OWNER IS TO OBTAIN A CONSTRUCRON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO NIL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGENOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTIL/TYNOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. ncuenu unrPn 1. ALL WORK SHALL BE DONE !N ACCORDANCE WITH THE SE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSIRUCRON, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED OLIM17EO GE07ECHNICAL INVESTIGATION° PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED APRIL 16 2018 PROJECT N0. 18-1147J5 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPEGFICA77ONS CONTAINED IN SAID REPORT 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSNUCRON WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFTSIIE GRADING 5 CONTRACTOR SHALL TAKE ANY EROSION CONTROL IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SAKINA CLAYTOR. AT (808) 594 -9044, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED DN SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONS7RUCRON OF TEMPORARY EROSION CONIROL MEASURES WHEN RAIN IS IMMINENT J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA17SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA DON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL STORMWA TER POLLUTION CONTROL POSTCONSTRUC77ONSMPIIMPNOTES NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS AN DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDHiON I. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO EXISTING STING PRIOR TO GRADING. GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND OR INTO THE PUBLIC STORM DRAIN SYSTEM. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE kODIRED WITHOUT A PERMIT FROM THE CITY. RE- ESTABLISHED AND REPLACED BY A REGISTERED 6YW ENGINEER OR A LICENSED LAND SURVEYOR. GRADE OF STREET. 'L� J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAI N TO APPROVED BMP MP FACIU RES AND OR TO TURF OR LANDSCA PED AREAS W TIT ADEQUATE 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR GROUNDCOIER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP111MP FACILITY AND /OR THE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS TURF/LANDSCAPED AREAS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A SiRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED LOCATED WITHIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY, OR W11HIN CITY EASEMENTS REFERRED TO CITY TREES AND SHALL BETWEEN THE HOURS OF 5.30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN BE PROTECTED PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE GRADING, EXCAVATION, NO VA DISTURBANCE ADEQUATE lMP /BMP. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WiTH THE FOLLOWING PEOPLE R OF CITY TREE ROOT SYSTEMS SHALL OCCUR M41HIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE R A PRESENT' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSNUC77ON MEETING SHALL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2.T CROSS SLOPE TOWARD THE IMPAMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED BE SCHEDULED WITH THE CITY A T LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA TE IMPAUR 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WiiHIN THIS PROJECT THE DEVELOPER BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WiTH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH 6. ALL STORMWATER IMPAMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 13. INSTALL A MIN /MUM i -INCH WATER SERVICE TO EACH LOT METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A J14 -INCH HIGH LETTER 'W" SHALL C. WATER - OMWD - (760) 753 -6466 7 THE INSTALLA77ON OF ADDITIONAL 11PERVOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR INAT A SEPARAIF it UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FNAL GRADING APPROVAL AND /OR FINAL RELEASE ENGINEERING PERMIT BE OBTAINED. OF SECURITY, AN "AS GRADED CERTIFICARON' SHALL BE PROVIDED STALING• "THE GRADING UNDER PERMIT NO. 14248 -G HAS BEEN 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. PERFORMED IN SUBSTAN7iAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN, CJV THE ATTACHED AS- GRADED PLAN' THIS 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE RTiED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL. ENGINEER WHO CERTIFIES SUCH GRADING OPERATION 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT S£R14CES ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE SHALL BE TESTED 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND ZEST QUALIFIED S FROM THE DUMPSTER AND TO PREVENT ANY ROW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND 1H£ EXCAVATION AND COMPACTION TILLS AND IL AN D COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND MLL DETERMINE THE SUITABILITY OF ANY FILL MA AERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STAY FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS AND , AN ADEQUATELY SIZED OIL GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS 17. LINE VALVES, AIHERf REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. STRUCTURE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSIRW DRAINAGE AND PREVENT PONDING OF WATER. OL/VENHAINMUNICIPAL WATERDISTRICTNOTES /CONTINUED); HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FNISHED WORK ON THE SITE AND SHALL TAKE RESUME. REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNAL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL 4. CONTRACTOR SHALL COORD/NAiF NTH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUIDOWIJS NO SHUiDOWNS MOLL MEASURES HAVE BEEN INSTALLED. BE SCHEDULED ON A MONDAY OR FRIDAY. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WTH CAL /OSHA. A COPY OF EX£MPRON LETTER OR 7RENCH/NG PERMIT, IF REQUIRED, SHALL SPECIFCATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON BE SUBMITTED TO THE DISTRICT PRIOR TO CON57RUC770N. WINCH THE FlLL IS TO BE PLACED. LOOSE FlLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE RRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARITIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPEC77ONS DEPARTMENT 48 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL iN STRICT ACCORDANCE WITH SPECiRCARONS YOURS PR /OR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. PIPE SHALL BE USED AS THE DES /GNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES CLOSED (CLOSED) APPURTENANCES 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA' TO HAVE UNDERGROUND SERVICE U77LI77ES LOCATED PRIOR TO CONSTRUCTION. THIS 15. CUT AND FlLL SLOPES SHALL BE CUT AND TRIMMED TO KNISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECRON. CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PR /OR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE THE SLOPES OR EXCAVADON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRlMYED AS DIRECTED BY THE ENGINEER OF WORK AND 800 -227 -2600) LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR £XCAVARON OR EMBANKMENT EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST NTH ACCESS WHILE WORKING AROUND LOUD FACILITIES SLOPES AHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 8. ALL EXISDNG FACIL177ES M ICH MAY AFFECT PROJECT CONSTRUCTION, l.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE ROUNDED IN ACCORDANCE WiTH THE GRADING ORDINANCE. FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS 16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 01HERMSE DISPOSED OF OFF THE 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDEN77F /CAPON AND CONSULTATION AND TEAEMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER AUN, TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TOCONSTRUCTIONACTIVIT/ES CONCRETEWASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWA TER CONVEYANCE SYSTEM OR ANY RECE7WNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSNUCRON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPECIRC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSIONCONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER WWETARON, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACRWRES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOTE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SCOPES OR WHERE CONSNUCRON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANiING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77WRES ARE COMPLETE. WATER USAGE FOR DUST CON IROL SHALL BE MINIMIZED. OWNER SAKINA CLAYTOR 815 WOODSIDE LANE ENCINITAS, CA 92024 PHONE NO.: (808) 594 -9044 ON -SITE CONSTRUCTION MATERIAL STORAGE S/TEADDRESS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE EN WOAS, CA LANE ENCINITAS CA 92024 THEY WiLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE ' POLLUTION OF STORYWA TER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ASSESSOR'S PARCEL NO. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE p64- 262 -18 COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES n� nr nnnvry TRAINING un i c yr gun CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS APRIL 1, 2017 STORMWA TER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING DN SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND THEIR OW RESPONSIBILITIES OWNER'S CE WASTEMANAGEMENT CONIRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWAEER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WiIN TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMA7701V ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL fREE AT (800) 714 -1195. FOR INFORMATION ON LANUFTLLS AND TO ORDER DOMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE )RASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS DN PERVIOUS SURFACES. ALL CONSTRUCRON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWAIER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT ( 760 ) 633 -2770. SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS 771AT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM N8432'00 "W 20.51' NOTIFICATIONS S GI UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH THE DISPOSAL OF ANY SUCH MATERIAL. GRADE OF STREET. 'L� , �o As o°, 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS W1TH 4' MAXIMUM DERECTION PER COUPLING (1' PER 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOW ON THESE PLANS WERE OBTAINED BY A SEARCH OF 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WiTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES JO /NT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTEDD, AVAILABLE RECORDS TO THE BEST OF OUR KNOWiEDGE )HERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER- THE LOCATED WITHIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY, OR W11HIN CITY EASEMENTS REFERRED TO CITY TREES AND SHALL 1. CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. BE PROTECTED PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE GRADING, EXCAVATION, NO VA DISTURBANCE 12 MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR R OF CITY TREE ROOT SYSTEMS SHALL OCCUR M41HIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE R A AIR RELEASES AND BLOW -OFFS WiTH /N METER BOX AND LOCATE BEHIND CURB UNLESS OIHERM4SE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE WRIRCA17ON AND LOCATION OF UDU77ES AND NOPRCA77ON OF COMMENCEMENT OF WORK OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE A. SEWERS - LEUCADA WASTEWATER DISTRICT - (760) 753 -0155 BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WiTH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE DISTRICTS REPRESENTATIVE. B. GAS & ELECTRIC - SDW - (760) 438 -6200 PLAN iS REVISED TO ADDRESS THE TREE REMOVAL, 13. INSTALL A MIN /MUM i -INCH WATER SERVICE TO EACH LOT METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A J14 -INCH HIGH LETTER 'W" SHALL C. WATER - OMWD - (760) 753 -6466 f BE CHISELED IN TOP OF EX /STING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS A TELEPHONE - SBC BELL - (760) 489 -3411 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENiLY DISCOVERED GRADING ACTIVITY, THE 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. E. CABLE N - COX COMMUNICATIONS - (760) 806 -9809 X2233 PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW 15 ALL WATER SERVCES FOR IRRIGATION, MULTIPLE RESIDEN17AL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT S£R14CES BACKFLOW PREVENDON DEVICE ON CUSTOMERS SIDE OF WATER METER. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 46 HOURS PRIOR TO BEGINNING ANY XORK ON THIS PROJECT. DEPARTMENT STAFF OF SUCH ENDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE PHONE. (760) 633 -2770. DETERMINED BY A UALIRED ARCHAEOLOGIST Q HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION W11H THE DEVELOPMENT SERVICES 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON /NSTALLADON OF VALVES DEPARTMENT AND FOR ARCHEOLOGICAL RESOURCES E RCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST 17. LINE VALVES, AIHERf REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVWES ARE ALLOWED TO 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FlRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE 76 (0) 633 2770. ALL WORK PERFORMED WITHOUT BENEFlT OF RESUME. INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT INSPECTION NLL BE SUBJECT TO REJECTION AND REMOVAL. 19 ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTAIVE IN WR177 G PRIOR TO CONSTRUCTION AND N LEUCAD/A WASTEWATER DISTRICT NOTES /CONTINUED): 19. AS SPECIFlED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SiTE ACCEPTANCE OF THE CHANGE. DURING CONSTRUCTION AC177WTY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPEC /F/CARONS THE CLASS OF 8. CONTRACTOR SHALL BE AWARE THAT LOUD FACURES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE. NO FURRIER EXCAVATION OR DISTURBANCE UA RED DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUAUFlED PIPE SHALL BE USED AS THE DES /GNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES CLOSED (CLOSED) APPURTENANCES 365 DAYS A YEAR. THEREFORE, LOUD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACIURES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR ARCHAEOLOGIST AND /OR A NADITIONAUY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL FLEE 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WIRE SECRON 15041 OF THE OMWO STANDARD SPECIFCATIONS PRIOR TO AT ANY RYE. FLEE CONTRACTOR WiLL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL RMES (DURING CONSTRUCTION AND AT FLEE END OF CORONER HAS MADE THE NECESSARY RNDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A RE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO FLEE CRITERIA SPECIFIED IN THAT EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST NTH ACCESS WHILE WORKING AROUND LOUD FACILITIES DISCOVERY OCCURS, A TEMPORARY CONSiRUCRON EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING FLEE AREA OF FLEE DISCOVERY SO SPECIFICATION. 9. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES NECESSARY TO PROTECT LAD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD FLEE THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR FLEE TCA NATIVE AMERICAN MONITOR CONTRACTOR AT ANY THE DAMAGE LAO OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LOUD, MINIMIZE AND CONSULTATION AND TEAEMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER AUN, LEUCADM WASTEWA TER DISTRICT NOTES AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO FLEE SATISFACTION OF THE LAD ENGINEER AT NO COST TO LAD INCLUDING DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SERER FACILIRES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LAO RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT FLEE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) 1. LOUD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE STANDARD SPECIFICATIONS AND DRAWNGS SUBMIT FOR LAD APPROVAL PRIOR TO REPAIR. WITHIN 24 HOURS THE NAHC WOULD MAKE A DEIERMINARON AS TO THE MOST LIKELY DESCENDENT IF NATIVE AMERICAN REMAINS ARE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREaTNG SEWAGE SPILL; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PLACE'), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE 2 ALL DESIGNS MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (IN) STANDARD SPECIFICATIONS, AVAILABLE OF ANY SPILLED SEWAGE ARISING fROM ANY WORK ADJACENT TO LAD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NAIVE AMERICAN MONITOR. ON THE LOUD WE9577E, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFCAPON FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL WHILE PERFORMING FLEE WORK. CONTRACTOR WLL BE RESPONSIBLE FOR ALL CLEAN -UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OUVENHA /NMUN /C /PAL WATERDISTR /CTNOTES: STANDARD DRAWNGS, MOST CURRENT EDITIONS iN THE EVENT OF CONFLICT FLEE LOUD SERER STANDARDS GOVERN. OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. it CONTRACTOR SHALL NOTIFY LOUD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTINRES iN THE AREA OF WORK POTENTIALLY AFFECTING LOUD 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFlED IN FLEE MOST RECENT 4. FLEE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSIiF AT ALL TUES. SEWER FACIURES. EDITION OF THE OLIVENHA /N MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR FLEE CONSTRUCTION OF 5 NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT- CF-WAY AND OTHER REWIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, 12. CONTRACTOR SHALL NOTIFY LOUD 48 HOURS PRIOR TO EXCAVAION OF SERER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLARONS WHERE WATER MAINS AND FACILITES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR COUNTY AND/ OR APPROPRIATE AGENCIES SEWER MAY BE EXPOSED. SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE J06 S17E AT ALL TIMES 1 6. FLEE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHORN ON THE PLANS OBTAINED LEUCAD/A WASTEWATER DISTRICT I PUBLIC WORKS I PLANNING DIVISION BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SiX SEiS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO ENGINEERS KNOKLDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHORN ON THESE PLANS PUBLIC SEWER SYSTEMAPPROVAL BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING W/TH FLEE DISTRICT'S INSPECTOR. ATTENRON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, APPROVEDBY..,LWDDISTRICTENGINEER OR iN CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UPLI77ES SHOWN ,:)o p C33692 3' 2� 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE THE AND DURATION OF ANY SHUiDOW9VS OF ON THE PLANS AND OTHER EXISTNG FACIURES OR S7RUCTURES SHORN 7. APPROVAL OF THIS PLAN BY LW!) DOES NOT CONSTITUTE A PRESENTATION OF THE ACCURACY DEXT W N, PE RCE DATE EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFED TWO REEKS MINIMUM IN ADVANCE OF ANY OF THE LOCATION OF OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY PIPE, DEXTER WILSON NGINEERING, INC. SHUTDOWN OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT FIRM CHANCE NO. DESCRIPTION APPROVED DATE BENCHMARK AS °BU/LTAPPROVALS CITY OF ENCINITAS SURVEY CONTROL POINT NO. 1020 IN STATION NAME ENC -20. SET 25" CITY OF ENCINITAS BRASS PUBLIC WORKS DISC IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL VINCENT L SAMPO DATE FOR FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA PLANNING FE ROAD AND 100 FEET SOUTH OF EL CAMINO DEL NORTH. REVIEWER SENIOR ENGINEER DATE ELEVATION • 120.564' DATUM.• NA W88 INSPECTOR A DAiE PLANS PREPARED UNDER SUPERVISION OF / Q DATE. 20 !/ oe �f R.C.E. NO 44173 VINC NT L. SAMPO ENGINEER OF WORK EXP.: 6 30 21 r z Ir-ri 4.02' - _ I I I . 0 PROJECT LIMITS W SEE SHEET 2 &3 g IZ� I 11 I I I N8432'00 "W 20.51' o `, %% . 7 5 5 A , moo. 1 - 'L� , �o As o°, 5 R,48 / 9 =45'0 L L �,g6• LL -LLL LJ- 6 1. LII- .�-�'� `L[' I - LL LLI .: LLljk'.LL `� _ F t I jj� rj _.gl'S h f : - r z Ir-ri 4.02' - _ I I I . 0 PROJECT LIMITS W SEE SHEET 2 &3 g IZ� I 11 I I I I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MILL BE RETAINED TO SUPERVISE 'I" ' "" " OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SCALE 1 =30 I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFRClALS, EMPLOYEES, AND AGENTS HARMLESS fROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTL Y WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS EMPLOYEES, CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS, OR REPRESENTA77WES FOR ANY AND ALL WORK OR CON R I E P TOR CONNECTED D EC Y OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WIAN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS SIGNATURE. DATE• � Z O SAKINA CLAYTOR SOILS ENGINEER ' S C ER T I FI CA T E I, MARDN R. OMEN, PE GE, A REGISTERED GE07ECHNICAL ENGINEER iN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 57 IF WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY iD 2019. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WiTH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFCE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFCAPONS. EAST COUNTY SOIL CONSUL TA DON AND ENGINEERING, INC. 10925 HARVEY ROAD, SUITE "l; SANTEE, CA 92071 pitOFESS�, , (619) 258� - 79%01 �j� / t \N R. O� Fy BY /' " 6GL��;UW DATE .3 52010 • /�7/ � MARTIN R. OXEN PE 2315,E GE 000658 EXPIRES 1213111021 ,iygr CiViL \P* PROJECT NO.: 18- 1147J5 FpF CALlf STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WiTH THE RULES AND REGULATIONS REWIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONIROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEiERRINA77ON BY THE CiTY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND iT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED ]HEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INWRY AR157NG SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER ACENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE EENGINEER. SIGNATURE. U�oG �--'-' DATE. ESSJ� O �l VINCENT L A L SAMPO �F,N S'y'7i -o�G COMPANY SAMPO ENGINEERING, INC. I � No. 44173 ° rZn o ADDRESS. 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 r 06 -30 -21 � i N PHONE NUMBER: (760) 436 -0660 * " A0A ' ; I RCE EXPIRES- 6/30/21 r� r_ C I v I �� L. i t EARTHWORKDATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 MAXIMUM VERTICAL DEPTH OF CUT = 11.0 FEET MAXIMUM VERTICAL DEPTH OF FILL = 4.0 FEET CUT = 460 CY FILL = 10 CY DISTURBED AREA: 3.081 SF EXPORT= 450 CY REMEDIAL = 138 CY (30' REMOVAL AND RECOMPAC77ON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) PARKSAND RECREATION .. .3.20 am A __ 3 -3-Zo lc�L DA IF SIGN DATE ENGINEERINGD /V /S /ONAPPROVALS I CITYOFENC/N/TAS DATE 7i, _ IL l_-_� (G 'L.0Zc DA PLAN FOR.• IMPERP70USAREA SUMMARY MAYLIGHV EXIST IMPERVIOUS AREA: 0 SF PROPOSED IMPERVOUS AREA: 718 SF INCREASEJMPERV4OUS AREA: 718 SF STORM W4 TER STATEMENT THE BIO- RETENTION BASIN HAS BEEN SIZED USING THE 4Z RULE PER THE CITY OF ENCINITAS BMP DESIGN MANUAL AND STORM WATER INTAKE FORM. THE REWIRED BA51N AREA IS 29 SF AND THE ACTUAL BASIN AREA IS 39 SF. BMP PROJEC T S TA TUS STANDARD OLIVENHAIN MUNICIPAL WATER POTABLE WATER SYSTEM APPROVAL OMWD WO# or -" O Jqw DATE NOTE.• IG 4TYRE EXPIRES 2 YEARS AFTER DATE (EL OPMENT SERVICES DEPARTMENT PLANNING CASE N0. 18 -137 ADR 815 WOODSIDE LANE CLAYTOR GARAGE APN.'16426248 E N C /N/ TA S FIRE D E PA R T MEN T � ^ IOU m Q- Z N k, Z z w � 1 � �k 0 0 DRAWING NO. 14248 -G SHEET 10F3 .._j N8432'00 "W 20.51' o `, %% . 7 5 5 A , moo. D °43 .00, LEGAL DESCRIPTION , �o As o°, 5 R,48 / 9 =45'0 LOT 28 OF TRACT N0. 3579, IN THE CITY OF ENCINITAS, �,g6• COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING 6 R= 20.0. TO MAP )HEREOF N0. 9175, FILED IN THE OFFICE OF THE I L =1514 COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 10, 1979. `� _ I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MILL BE RETAINED TO SUPERVISE 'I" ' "" " OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SCALE 1 =30 I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFRClALS, EMPLOYEES, AND AGENTS HARMLESS fROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTL Y WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS EMPLOYEES, CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS, OR REPRESENTA77WES FOR ANY AND ALL WORK OR CON R I E P TOR CONNECTED D EC Y OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WIAN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS SIGNATURE. DATE• � Z O SAKINA CLAYTOR SOILS ENGINEER ' S C ER T I FI CA T E I, MARDN R. OMEN, PE GE, A REGISTERED GE07ECHNICAL ENGINEER iN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS 57 IF WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY iD 2019. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WiTH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFCE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CER77FY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFCAPONS. EAST COUNTY SOIL CONSUL TA DON AND ENGINEERING, INC. 10925 HARVEY ROAD, SUITE "l; SANTEE, CA 92071 pitOFESS�, , (619) 258� - 79%01 �j� / t \N R. O� Fy BY /' " 6GL��;UW DATE .3 52010 • /�7/ � MARTIN R. OXEN PE 2315,E GE 000658 EXPIRES 1213111021 ,iygr CiViL \P* PROJECT NO.: 18- 1147J5 FpF CALlf STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WiTH THE RULES AND REGULATIONS REWIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONIROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEiERRINA77ON BY THE CiTY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND iT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED ]HEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INWRY AR157NG SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER ACENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE EENGINEER. SIGNATURE. U�oG �--'-' DATE. ESSJ� O �l VINCENT L A L SAMPO �F,N S'y'7i -o�G COMPANY SAMPO ENGINEERING, INC. I � No. 44173 ° rZn o ADDRESS. 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 r 06 -30 -21 � i N PHONE NUMBER: (760) 436 -0660 * " A0A ' ; I RCE EXPIRES- 6/30/21 r� r_ C I v I �� L. i t EARTHWORKDATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 MAXIMUM VERTICAL DEPTH OF CUT = 11.0 FEET MAXIMUM VERTICAL DEPTH OF FILL = 4.0 FEET CUT = 460 CY FILL = 10 CY DISTURBED AREA: 3.081 SF EXPORT= 450 CY REMEDIAL = 138 CY (30' REMOVAL AND RECOMPAC77ON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) PARKSAND RECREATION .. .3.20 am A __ 3 -3-Zo lc�L DA IF SIGN DATE ENGINEERINGD /V /S /ONAPPROVALS I CITYOFENC/N/TAS DATE 7i, _ IL l_-_� (G 'L.0Zc DA PLAN FOR.• IMPERP70USAREA SUMMARY MAYLIGHV EXIST IMPERVIOUS AREA: 0 SF PROPOSED IMPERVOUS AREA: 718 SF INCREASEJMPERV4OUS AREA: 718 SF STORM W4 TER STATEMENT THE BIO- RETENTION BASIN HAS BEEN SIZED USING THE 4Z RULE PER THE CITY OF ENCINITAS BMP DESIGN MANUAL AND STORM WATER INTAKE FORM. THE REWIRED BA51N AREA IS 29 SF AND THE ACTUAL BASIN AREA IS 39 SF. BMP PROJEC T S TA TUS STANDARD OLIVENHAIN MUNICIPAL WATER POTABLE WATER SYSTEM APPROVAL OMWD WO# or -" O Jqw DATE NOTE.• IG 4TYRE EXPIRES 2 YEARS AFTER DATE (EL OPMENT SERVICES DEPARTMENT PLANNING CASE N0. 18 -137 ADR 815 WOODSIDE LANE CLAYTOR GARAGE APN.'16426248 E N C /N/ TA S FIRE D E PA R T MEN T � ^ IOU m Q- Z N k, Z z w � 1 � �k 0 0 DRAWING NO. 14248 -G SHEET 10F3 .._j CONSTRUCTION NOTES,• I. EXISANG TOPOGRAPHY AND BOUNDARY SHOWN HEREON PREPARED BY PLUMB LINE SURVEYING, INC. ON APRIL 2017 2 A PRELIMINARY ARE REPORT PREPARED BY STEWART TITLE OF CALIFORNIA, INC. DATED JANUARY 14, 2018 AS ORDER NO. 01180 - 223019 HAS BEEN REVIEN£D AND THERE ARE NO EXISTING ON -SITE EASEMENTS J. ALL ON -SIZE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OVER 4. WALL ELEVATIONS SHOWN HEREON MAY VARY Y AR DURING CONSIRUCAON DUE TO EXISANG GRADES AND SOIL ENGINEER RECOMMENDARONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING DEPTHS 5 ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER, LANDSCAPE AND BIO- RETENTION AREAS PRIOR TO DISCHARGE TO THE SA ASFACRON OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS 6. ALL EXISRNG AND PROPOSED UTILITY LINES SERVING THE SUBICT PROPERTY SHALL BE INSTALLED UNDERGROUND. 7. CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 6 INCHES PCC OVER 12 INCHES OF COMPACTED SUBGRADE SOILS SUBGRADE SOILS SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT RELATIVE COMPACAAN. CONCRETE SHOULD BE REINFORCED WITH N0. 3 BARS PLACED 18 INCHES ON CENTER IN BOTH DIRECTIONS UNLESS DETERMINED 07HERNISE BY THE SOIL ENGINEER. 8. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED W17H THE COUNTY PRIOR TO RELEASE OF SECURITIES A SEPARATE MONUMENTATON BOND MAY BE REQUIRED AT THE DISCRETION OF THE CITY ENGINEER 10. ALL STREET SIGNS LIGHTS LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT =OF -WAY SHALL BE PRO7ECTED IN PLACE DURING Cum IRUCTI OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER 11. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO REGIONAL STANDARDS ARE TO BE PRIVATELY MAINTAINED BY THE RESIDENT. 12 ANY PORTION OF THE EXISANG SIDEWALK OR ANY OTHER PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE NEXT JOINT TO THE SATISFACTION OF THE CITY ENGINEER. 13. BMPS SHALL BE PRIVA7ELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED WITHOUT A PERMIT FRAM THE CITY. 14. THE MODIFICATION OR REMOVAL OF THE STORM WATER POLLUTION CONTROL FACILITIES WITHOUT A PERMIT FROM THE CITY IS PROHIBITED. 15 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 16. CONTRACTOR TO LOCATE EXISTING WATER SERVICE CURRENTLY SERVING THE MAIN RESIDENCE AND EX7END THE SERVICE TO THE GARAGE FOR A FUTURE POOL ROAM. 17 CONTRACTOR TO LOCA7F EXISTING SEWER LATERAL CURRENTLY SERVING THE MAIN RESIDENCE AND EXTEND THE SERVICE TO THE GARAGE FOR A FU7URE POOL ROOM. 24' MIN., U.N.O. GRASS OR TURF LINED t ES ANCHORS (T)P.) OPRON OVER LANDLOK TURF Q REINFORCEMENT WHERE SLOPE EXCEEDS 5.8 j- I z - -I I IWTII-Ill �/ 1 MAX.II- /lYn.. 11% 1 III ICI- ICI -I�r -I I 1 -1 I I- III - III -III -I 1 I- III - III - III -I 11= I-I I -I I I -I I I -I I -I I I -I I I -_I III I II I I= -IIIII I= II I M I I 1�iI1 I lI;II I 1,E,I 11I1=1 III -III; II I_ I I I I I I I I I I I' NOTES.• I. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2 FOR GRASS OR 77JRF OPAON, INSTALL LANDLOK TRY 450 71IRF REINFORCEMENT MAT. TYPICAL VEGETATED DRAINAGE SWALE NO SCALE /`1 l9D FILLER - 118' TO 3 8 (N0. 8) 6 0X20" PCC FLUSH CURB AGGREGA/E 1N 0081Y 3 1/8" MIN. PERMEABLE OR DEEPENED G -1 CURB BEDDING COURSE - 2' DECORATIVE PAVERS THICK OF 1/8" TO 318' (N0. 8) 1% AGGREGATF ' w CHOKER COURSE - 4'/ \/\ /� THICK OF 318" TO 112" (N0. 57) CRUSHED MIN. 6' THICK 4 20 "MIN CRUSHED ROCK SOIL SUBGRADf NN NOTES: NOTES• \\ -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE WID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE - PERMEABLE FILTER FABRIC SHALL BE USED ALONG THE INTERFACE BETWEEN THE 314" CRUSH ROCK BASE AND SY86RADE. - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL- SUBDRAIN MAYBE REQUIRED PERMEABLE PAVER CROSS - SECTION WITH CONCRETE EDGES N75 B 36" MIN SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. 6" MIN PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY TURF REINFORCEMENT MAT ALSO BE PLANTED ON SIDE SLOPES. IF APPLICABLE I- 18" MIN 6" MIN ENGINEERED SOIL `SEE NOTE BELOW 2" MIN. 318" GRAVEL 24" MIN. 16" MIN. 3/4" CRUSHED ROCK ""ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE: NO FILTER FABRIC IS TO BE USED IN THIS SECTION. VEGETA TED SWALE WI TH UNDERDRAIN FOR USE IN WELL DRAINED SANDY SOILQI NTS li CHANCE NO. DESCRIPTION I APPROVED DATE �qt5 CONC. M t c= N/ 0 6 / 2q ION, ,RIP - -_ -- 's /C1T 27 LEGEND SYMBA! �4e. +3TV ti. °F• % • - - -- PROPERTY BOUNDARY - - - 71 «97) - - - - -_ �'s9 PROPERTY LINE/RIGHT OF WAY iA 6, 3 s a EXISANG CONTOUR c `�, X J AC 1L B1 X Sf'W g X96 r'. SlDtWAC ENCROACHMENT MAINTENANCE AND REMOVAL sg) -------- EXISANG ELEVATION X 8243 8330 ________ -_ r w,4 C7 pg_g150 I 1 ! AGREEMENT RECORDED I - l i - AS DOCUMENT 246.2316 6 NUMBER 10 4 -1111W OF OFFICIAL RECORD. ____ NEW ECEVAAON 83 30 (295.89FL) I - - - - -- UT FILL LINE LSA (299) - --- - - -'' DAYLIGHT LINE /C - AP YOX WAT DOWNSPOUT PE TM 3579 1 &DS F (�) AC :I /., V L= '_ __ (300) �/ A , RETAINING WALL PROTECT OF77SIDE 16 - SLOPE IN -PLACE DRAINAGE SWALE o G- L 2 3 c� - o� �\ ABLE PAVERS b OB 4 h PERM �3qp 4 �°ti v O�P��o1 - - PCC E b I 2 q I F 6• 2 �, �' " � _', - - - - 2 3FG N&531'45'E 114.02' BMP SWALE KEYNOTES.' 3 /L4 2 �4s�Q J'' ' 9� LOT 28 tiNi DEMOLISH/PROTECTINPLACE O s 2 of --- 2 �~ DAYLIGHT LINE r r - 1. DEMOLISH PORTION OF EXISTING WALL. °3) - - Z-1 3. DEMOLISH EXISANG TREE. 297.5 29 � �s �5. � `' blR7 2 DEMOLISH EXISANG FENCE qb. / �oQ (305) 1 _ 4. DEMOLISH EXISANG STUMP. 1C I 296.53TD V ''Tc'' 12 �` NO 5 DEMOLISH PORTION OF EXISANG AC SIDEWALK. < (296-13FL) e� 2 2 BARAGf _ _ _ ,c o `'` ' `(WADING•, 6. PR07ECT EXISANG WALL IN- PLACE. 0 _ q9b. i i (306) ------- _ 1ST Fl 298.0 os ',� \',• 7. PROTECT EXISTING SPA IN- PLACE. 3 i PAD 297.3 �Qfi� J� ,'1 i, qkv 8. PR07ECT EXISTING POOL EQUIPMENT IN- PLACE. O 292E, 9. PR07ECT EXISANG POOL IN- PLACE. `+ 7E�r221 7F 96 „JX Nq 296.8 o I' LSA I - 3o3� �� °� °� w0 x i 5`; ` ' ' a4" 2 6 10. PR07ECT EXISANG AC SIDEWALK IN- PLACE. Cn SD 296.3 LSA T 294.30 1 0% ROC g gS�G 11. PROTECT EXISANG HOUSE IN- PLACE. Q 7Far296 ¢ ! 1 I i 4 80 ( r` 3ti e 12. PR07ECT EXISANG A/C EQUIPMENT IN-PLACE. Ell ? SD X296.30 2g7� \ _v 1� \ ,, w : 42 1 �� goSaF 13. PR07ECT EXISTING STAMPED & CONCRETE PAVEMENT IN- PLACE. 296. 294.30 ; t( <a� oo F`v 14. PROTECT EXISANG FENCE /N- PLACE. , 4 0 BM1 9F� 15. REMOVE AND RELOCATE IRRIGATION CONAOL. CONT7ACTOR TO VERIFY. 041 2g22 16 PROTECT EXISANG AIEE /N -PLACE 0 w° 0 N .I e r 30 r 17. PROTECT EXISANG TRENCH DRAIN /N- PLACE. j AC I 2 1 g �� C=2Y2 SLAB SIDEWALK / baFU" �5= 292.73' FOOTIN 1B. DEMOLISH PORTION OF THE AC PAVEMENT AND t22 LINEAR FEET OF DIKE. FS =292.40 SUPPORT FOR C APLAh,' NEWIMPROVEMENTS ❑ (3,8 �Y i3 -0' 7 1 4F� ` � N' \ ;5 OD DECK i. GARAGE PER ARCHITECTS PLAN. 28.00' o AN 6 / \ FS_ FL 296.8 ?G� 4 ?g 1 �s ¢ 11 1 - 295.52' 2. 4' HIGH FENCE PER ARCHITECTS PL __--� 2973 R", -- g 0 18.1' 6.1' 2.9' 0.9 _ 2 v J. PLANTER PER ARCHITECTS PLAN. DS r 1 f 3 9j 1 4. PERMEABLE PAVERS PER DETAIL B" j 2 ` 5. CONCRETE DRIVEWAY PER SDRSD G -14B SEE CONSIRUCAON NOTE N0. 7. 2 ry 6. CONCRETE FLUSH CURB PER DETAIL "B" 7. 8" CMU RETAINING WALL PER SDRSD C -1. USE DETAIL C -8 FOR WALL DRAINS WALL SHALL BE i STUCCO COATED MASONRY OR SPLIT FACE BLOCK PER CITY CONDITIONS OF APPROVAL. 4 .� , - - - -- Fcr1 ,29az2Tw) LL 1 t t I 1 3 8. NOT USED. Y LSA x � QoQ l � I x 6 \\ 9. NOT USED. i 6 296.77 D i - ( j296.40PL) Z Tll F69 1 �sT FY SANUUT LINE `°--BOUNDARYL(NE / LOT 28 i 8 i 15 5 15 I/fITC?96SX a ` � 9]OJ 5 2.0% 14 266 %` r_ 1.0 %q 5 4 m I SAWCUT LINE --' 4- IF t ( (0.76 %� �. LSA-RCtK ry4br TC 296.52 5.9 d 40 5 _ 12.0' 296.44) HPI (FL ,, D4 �m ',' 6 1 i r (0.71 %1 - IE0 - �g6h1TI 4 g Q 5 i Atoirt A SL=PLR 2 ATIO iDaw:.nsrJ- ZC 39) . 9 I REa'0 'colt I,JO/tK ILL a1w. V; 1.5%- SANC//TLINE ._� AC 1 y f0fWALI� ��FS b rygb9i I 75TD SD- S - 4 �296. Y 1 )296.32F1'4 gI STAMPS I W\/ bF ! I i I i � I BENCHMARK AS BUILTAPPROVALS CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1020 INT. DAIE STATION NAME ENC -20. SET 2.5' CITY OF ENCINITAS BRASS PUBLIC WORKS DISC IN THE SOUTHWEST CORNER OF CONCRE7E PEDESTAL VINCENTL. SAMPO A FOR FIRE HYDRANT AV THE EAST SIDE OF RANCHO SANTA PLANNING FE ROAD AND 100 FEET SOUTH OF EL CAMINO DEL NORTE. SENIOR ENGINEER AIF REVIEWER ELEVATION.• 120.564' DA7UM.• NA W88 INSPECTOR G 297.67'7 g f �, ¢ g 1 10. 6' HIGH FENCE PER ARCHITECTS PLAN. 5.5 % 3� ` - 2� 11. STAIRS ABOVE GRADE PER ARCHITECTS PLAN. POOL \ti 12. BUILDINGS M WALL PER ARCHITECTS PLAN. cn s�f q • 6 ' G' . sa,, -,� . , t ' 9, > � 13 NOT USED � 14. 12' WIDE CONCRETE. SEE CONSTRUCTION N07E N0. 7. 6 15. PCC SIDEWALK SEE CONSTRUCTION NOTE NO 7 STORMDRAIN/WA TER QUALITY 0 s _- NOT 'PA 1 a F� 19J.8 AREA SPA, PO ND DECK J I, ry �� 1 3 DIA SIDEWALK UNDER DRAIN PIPE PER SDRSD D-27 ®1 %MIN SLOPE 6� -- 2 ca d /�� FOR REN JVgT+ ST' @IBC 7 3. VEGETATED SWALE WITH SWALE P�RADETAOR USE IN NFU DRAINED SANDY SOIL PER DETAIL "C" LLL ° - THE HILL 4. 6" DIA ATRIUM GRAZE - - - - -- 1 4 297.12 �D� s� 6 9��0 l C R OYER AND GAT�ON GROUND 5. 3" DIA PERFORATED PVC SUB -DRAIN PIPE (SCH -40) ®SLOPE 1X MIN. "s 2.17% L� ---- - -- I) UTILITIES 0 DIRT - s POOLE 8 �� -- °� -- -- � i. CONTRACTOR TO LOCALE EXISTING SEWER LATERAL &EXTEND TO NEW S1RUCIURE FS= 290,.4, AREA (� � ti 3 D 27 MIN. SLOPE. USE 4' PVC (STIR -35). CONTRACTOR TO VERIFY ELfVAAONS -�-t 4F1.. SAWLYIT LINE CAN BE MET PRIOR TO CON57RUCRON. �12' S� 2. CONTRACTOR TO LOCATE EXISANG WA1FR SERVICE &EXTEND TO NEW SIRUC7URE a > ' LDIRT EXISANG AC 6 8% WIAI 24" MIN. COVER USE TYPE "L "COPPER. PROTECT WATER METER IN- PLACE. ( PAVEMENT L1% I ABBREVIALIONS. RIDGE LINE- - - 1 % BIM.• BOTTOM L L 296.7 Fs Y 2 / b�` FL ' 16 + 5 CB• CATCH BASIN �// 3 (AC 2 Ad n9bhO FF FlN� FL� - _ X- SECTION fG. FINISH GRADE � FL: FLOW LINE D - - -- 1 5' If.• INVERT ELEVATION W 5FS s,ps) ,i 1' 8.5% _ 7C. TOP OF CURB 9b 9 1 - - - - _ - 7D: TOP OF DIKES W. TOP OF WALL DRAIN ON SURFACE TO j ;81051 EXISANG TRENCH DRAIN LSA L L CK L Nuat PE EDG NG I 6 I K9_ `1 11 PL QROfESS /0,�q 2% gFr1j L Sy Ol �Z N Z SA{fEUT LINE y I iF�r a� �s 9, .� l°' 2.5% w No. 44173 m IL �5 1¢ ° 2.4 ED CONC. -� ��\ 296 45% .. I 06 -30 -21 Q ^ K o 3 ti\ T OF CAFE Z N ry965o0 s,` > w s 2Q6 5 2.5 0 5 10 2 �r X- SECTION t 5 �yy T0 SCALE: 1" = 5' DESIGNED ae I DRAWN er. CHECKED BY ENGINEERING DIVISIONAPPROVALS CITY OFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO. I las PLANS PREPARED UNDER SUPERVISION OF RECOMM ND APPROVED: GRADING PLAN FOR.- 815 WOODSIDE LANE DATE CLAYTOR GARAGE 14248-6 R.C.E. NO.: 44173 W1 S DWARD J. MER APN,•264262.18 ENGNEER OF WORK EXP.: 6 30 21 - VA It. DA PLANNING CASE N0.• 18 -137 ADR SHEET20f3 LJ DESIL TING BASIN NOTE.• 810 RETENROIV BASINS SHALL BE EXCAVATED AND USED AS DESIL LNG BASINS DURING CONSTRUCLON. THE SILT 511ALL BE COMPLETELY REMOVED AND THE BIORETENLON BASINS COMPLETED ONCE FINAL SITE STABILIZARON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. �oQROf ESSlo*A, CID N0. 44173 m * 06 -30 -21 P� CIVIC- �Q qTF OF CA0I 5 2.5 0 5 10 SCALE: 1" = 5' N m 1 FE INK At N0. I DESCRIPTION I APPROVED I DATE CONC, MOVV ;� 16 16 —SD LSA -ROC 1 SD I 28.00' i t 181' TEMPORARY SL.T FZM I PER DETAIL ' AND CASQA DETAIL SE- I Ali : I I 16 0 I j , I 296.777U t' (29b aOFI) 296 43FS —_ - ----- - - - - -- _--- -- (297) n AC SIDEWALK [AGREEMENT NCROACHMENT MAINTENANCE AND REMOVAL (298) __ ------ _ I I RECORDED — AS DOCUMENT NUMBER OF OFFICIAL RECORD - -- ---------- - l ------------------ (299) `ROX WA t f (( LSA `---- -- ----- - - -- - -- y TM 3579 1 F 6 "J - ----- - -- --- --------------------- " 16 �q� (300) ------------------------ �� / PORARY SILT FEN �o 1 " PER DETAIL 'I' '2 l e O S gbb3 ,' AND DETAIL SE -1 _ -------- -- - -- 4 t ��5� ] EMPORARY VELOCITY 2/7 4 2 " f CHECK DAM PER DETAIL F' - FL , , % ; ,' ', D AND CASQA __ r STANDARD SE 4 29% 5 - < � 29T 9 J �1S N (305) 1 `:I / 1 GARAGE 6 tigb' (306) IST FF 298.0 cos 3 PAD 24.3 0 3 2 — _ 29 LSA ' p3�ge so�� - q X ' - - 1;0% moan - ;- BIO- INFIL]RARON PROIECRON I PER DETAIL H' & CASQA T'� - II 29 DETAIL SE 10 IFG,� Q AC 2 SIDEWALK i IN j< 1 PA r N, ° 29 0 ------- L2 ITEMPORARY VEL OCITY CHECK DAM PER DETAIL f AND CASQA '" I ' �4 STANDARD SE -4 LSA' x (' r3 °J l 4 x ^,6 '" 5 1 f - - fun) - s . x j - - i 4._ ------ ?9!B.¢ _ _ 1 X%9 1,- jey N, SAWCUT LINE 4 , `� K' ?� 1'91. �/i 9 BOUNDARYLtNE I 4 - -�- 15 I LOT 28 25 _ 11 I 5` i 3 TC2965 � ?y6.� i - - - 4 - - I %t z9 • ? �,i `� `, � `;;. �-,�' gyp, - __ 141 B 8.''V' � Z A. (0.76%1T, TG 296.52 5.9 d 6 120' (FL 29644) 1EMPORARY STABILIZED' J -� � I CCWSTRUCRON ENTRANCE j U < PER DETAIL Y' AND CASQA DETAIL, 7C j,, tabF _ 17 296.7 FS Itg639i 15 c- i 6 G I a4 it INJ �n f S,AWCUT LINE AC J.SVEWAL LORAIN ON SURFACE TO P e� 13 LCK L FXIS77NG TRENCH DRAIN t— 10 rygbg 4 1 �N ' 4 PE EDGING � f L4 DI :" K 296 ?71CL - SD S — LL I 1 ..._. �9 1-- 32F �L L_ 3% I 2% I ,29 b, ti�� r 1 bad I I �ti a it I q _ `3 STA SAWC T LINE MPED & COLOIED COt\ TEMPORARY SILT FENCE o PER DETAIL 'I' i x 13 AND CASQA DETAIL SE-1 wv Ib 29{ y,b2rU1 \2gb3� ?.9T (29b.24F11 BENCHMARK AS BUILTAPPROVALS CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1020 INT DATE STALON NAME ENC -20. SET 25' CITY OF ENCINITAS BRASS PUBLIC WORKS DISC IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL ONCENTL. SAMPO DATE FOR FIRE HYDRANT ON THE EAST 51DE OF RANCHO SANTA PLANNING FE ROAD AND 100 FEET SOUTH OF EL CAMINO DEL II SENIOR ENGINEER 047E REVIEWER ELEVALON.• 120.564' DA 71 NAVD88 INSPECTOR PROTECT OFFSIDE SLOPE IN -PLACE &631'45'E _ 114.02 ilIDARY Lit, v 1RT dLq s4 I l 1EMPORARY�LT FEN PER DETAIL 7' 1 AND CASQA DETAIL SE-1 11 IN FS�292 T3.4E �� FOOTING SUPPORT PORT FOR pi '� t WOOD DECK �� S`295.52' ti3i IF q r R� YL a ��;� 248.227W'f POOL \ \. on SPA 7), � NOTE: SPA, POOL AND DECK 1 AREA UNDF_R CONSTRUCT FOR RENOVATION 1, ' I 6 4 \ _ ___ THE HILL HAS PLANT GROUND COVER AND IRRIGATION. ¢ f ! t, - TEMPORARY SILT FENCE OL Eq( PER DETAIL Y' FS -296.5 i ` LT AREA AND CASQA DETAIL SE-1 DIRT I DESIGNED BY I DRAWN BY 1 CHECKED BY.• 10 1 IO VLS PLANS PREPARED UNDER SUPERVI$IOI� OF DAIS 3 20 �.. R.C.E. NO.: 44173 VINCENT L. SAMPO 6 30 21 ENGINEER OF WORK EXP.: L� ENGINEERING DIV/S/ONAPPROVALS RECOM TEN ED: i% APPRO VED. EDWARD J. W1MME 3 —i% 010 3 IC DAZE DA SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. IC-1 FOR ADDIRONAL INFORMATION CRUSHED AGGREGATE GREATER THAN 3'ID BUT SMALLER THAN 61ID MIN. FILTER FABRIC EXISTING GRADE SECLON A -A NOTE. CONSTRUCT SEDIMENT _20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE MIN. %/ F A CORRUGATED SIEEL PANELS MATCH EXIS77NG GRADE-/ TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. NO SCALE WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED NAMC F 24' WDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. N0. 2 BAGS HIGH (TIP.) --] WIERE NECESSARY 7 SE -4 FOR ADDITIONAL /NFORMARON p1R�C�0� TYPICAL VELOCITY CHECK DAM 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD COIVDILONS TYPICAL INLET PROTECTION WOVEN FABRIC GRAVEL BAGS STAGGERED (T)P.) NO SCALE v SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA PON (CASQA) STANDARD DWG. NO. SE -10 FOR ADDLRONAL INFORMATION WOVEN FABRIC GRAVELBA6 1. SET POSTS AND EXCAVA7E A 4' WIDE X 4" DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 4 INCHES I IN 2 ATTACH THE SILT FENCING MATERIAL TO 7HE POSTS AND EXTEND 3. BACKFILL AND COMPACT THE 2 °X2700ODEN INTO THE TRENCH. EXCAVATED SOIL. POST OR APPROVED EQUAL III FILTER III 'iE- .11 NOTE• ALTERNARVE SILT FENCE CONSTRUCRON MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR FLOW �II917.7.1 I�II�IF N_ U SEE CALIFORNIA STORMWATER QUALITY A 0. z ASSOCIATON (CASQA) STANDARD DWG. NO. SE -1 FOR ADDILONAL INFORMATON m z Qz w el90 DRAWING NO. 14248 -G SHEET30F3 CITY OFENC/N /TAS - DEVELOPMENT SERVICES DEPARTMENT ROSION CONTROL PLAN FOR. 815WOODS/DELANE CLAYTOR GARAGE APN.'264262 -18 PLANNING CASE N0: 18 -137 ADR L-j EX tI4D SEWzh' ; ( r0 08 -9150 I W-- I—A-C i ( 2g63AFS ( i� (o I� �a I� a C M O� O I� I I I N m 1 FE INK At N0. I DESCRIPTION I APPROVED I DATE CONC, MOVV ;� 16 16 —SD LSA -ROC 1 SD I 28.00' i t 181' TEMPORARY SL.T FZM I PER DETAIL ' AND CASQA DETAIL SE- I Ali : I I 16 0 I j , I 296.777U t' (29b aOFI) 296 43FS —_ - ----- - - - - -- _--- -- (297) n AC SIDEWALK [AGREEMENT NCROACHMENT MAINTENANCE AND REMOVAL (298) __ ------ _ I I RECORDED — AS DOCUMENT NUMBER OF OFFICIAL RECORD - -- ---------- - l ------------------ (299) `ROX WA t f (( LSA `---- -- ----- - - -- - -- y TM 3579 1 F 6 "J - ----- - -- --- --------------------- " 16 �q� (300) ------------------------ �� / PORARY SILT FEN �o 1 " PER DETAIL 'I' '2 l e O S gbb3 ,' AND DETAIL SE -1 _ -------- -- - -- 4 t ��5� ] EMPORARY VELOCITY 2/7 4 2 " f CHECK DAM PER DETAIL F' - FL , , % ; ,' ', D AND CASQA __ r STANDARD SE 4 29% 5 - < � 29T 9 J �1S N (305) 1 `:I / 1 GARAGE 6 tigb' (306) IST FF 298.0 cos 3 PAD 24.3 0 3 2 — _ 29 LSA ' p3�ge so�� - q X ' - - 1;0% moan - ;- BIO- INFIL]RARON PROIECRON I PER DETAIL H' & CASQA T'� - II 29 DETAIL SE 10 IFG,� Q AC 2 SIDEWALK i IN j< 1 PA r N, ° 29 0 ------- L2 ITEMPORARY VEL OCITY CHECK DAM PER DETAIL f AND CASQA '" I ' �4 STANDARD SE -4 LSA' x (' r3 °J l 4 x ^,6 '" 5 1 f - - fun) - s . x j - - i 4._ ------ ?9!B.¢ _ _ 1 X%9 1,- jey N, SAWCUT LINE 4 , `� K' ?� 1'91. �/i 9 BOUNDARYLtNE I 4 - -�- 15 I LOT 28 25 _ 11 I 5` i 3 TC2965 � ?y6.� i - - - 4 - - I %t z9 • ? �,i `� `, � `;;. �-,�' gyp, - __ 141 B 8.''V' � Z A. (0.76%1T, TG 296.52 5.9 d 6 120' (FL 29644) 1EMPORARY STABILIZED' J -� � I CCWSTRUCRON ENTRANCE j U < PER DETAIL Y' AND CASQA DETAIL, 7C j,, tabF _ 17 296.7 FS Itg639i 15 c- i 6 G I a4 it INJ �n f S,AWCUT LINE AC J.SVEWAL LORAIN ON SURFACE TO P e� 13 LCK L FXIS77NG TRENCH DRAIN t— 10 rygbg 4 1 �N ' 4 PE EDGING � f L4 DI :" K 296 ?71CL - SD S — LL I 1 ..._. �9 1-- 32F �L L_ 3% I 2% I ,29 b, ti�� r 1 bad I I �ti a it I q _ `3 STA SAWC T LINE MPED & COLOIED COt\ TEMPORARY SILT FENCE o PER DETAIL 'I' i x 13 AND CASQA DETAIL SE-1 wv Ib 29{ y,b2rU1 \2gb3� ?.9T (29b.24F11 BENCHMARK AS BUILTAPPROVALS CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1020 INT DATE STALON NAME ENC -20. SET 25' CITY OF ENCINITAS BRASS PUBLIC WORKS DISC IN THE SOUTHWEST CORNER OF CONCRETE PEDESTAL ONCENTL. SAMPO DATE FOR FIRE HYDRANT ON THE EAST 51DE OF RANCHO SANTA PLANNING FE ROAD AND 100 FEET SOUTH OF EL CAMINO DEL II SENIOR ENGINEER 047E REVIEWER ELEVALON.• 120.564' DA 71 NAVD88 INSPECTOR PROTECT OFFSIDE SLOPE IN -PLACE &631'45'E _ 114.02 ilIDARY Lit, v 1RT dLq s4 I l 1EMPORARY�LT FEN PER DETAIL 7' 1 AND CASQA DETAIL SE-1 11 IN FS�292 T3.4E �� FOOTING SUPPORT PORT FOR pi '� t WOOD DECK �� S`295.52' ti3i IF q r R� YL a ��;� 248.227W'f POOL \ \. on SPA 7), � NOTE: SPA, POOL AND DECK 1 AREA UNDF_R CONSTRUCT FOR RENOVATION 1, ' I 6 4 \ _ ___ THE HILL HAS PLANT GROUND COVER AND IRRIGATION. ¢ f ! t, - TEMPORARY SILT FENCE OL Eq( PER DETAIL Y' FS -296.5 i ` LT AREA AND CASQA DETAIL SE-1 DIRT I DESIGNED BY I DRAWN BY 1 CHECKED BY.• 10 1 IO VLS PLANS PREPARED UNDER SUPERVI$IOI� OF DAIS 3 20 �.. R.C.E. NO.: 44173 VINCENT L. SAMPO 6 30 21 ENGINEER OF WORK EXP.: L� ENGINEERING DIV/S/ONAPPROVALS RECOM TEN ED: i% APPRO VED. EDWARD J. W1MME 3 —i% 010 3 IC DAZE DA SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. IC-1 FOR ADDIRONAL INFORMATION CRUSHED AGGREGATE GREATER THAN 3'ID BUT SMALLER THAN 61ID MIN. FILTER FABRIC EXISTING GRADE SECLON A -A NOTE. CONSTRUCT SEDIMENT _20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE MIN. %/ F A CORRUGATED SIEEL PANELS MATCH EXIS77NG GRADE-/ TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. NO SCALE WIDTH AS REQUIRED TO ACCOMODATE ANTICIPATED NAMC F 24' WDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. N0. 2 BAGS HIGH (TIP.) --] WIERE NECESSARY 7 SE -4 FOR ADDITIONAL /NFORMARON p1R�C�0� TYPICAL VELOCITY CHECK DAM 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD COIVDILONS TYPICAL INLET PROTECTION WOVEN FABRIC GRAVEL BAGS STAGGERED (T)P.) NO SCALE v SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA PON (CASQA) STANDARD DWG. NO. SE -10 FOR ADDLRONAL INFORMATION WOVEN FABRIC GRAVELBA6 1. SET POSTS AND EXCAVA7E A 4' WIDE X 4" DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 4 INCHES I IN 2 ATTACH THE SILT FENCING MATERIAL TO 7HE POSTS AND EXTEND 3. BACKFILL AND COMPACT THE 2 °X2700ODEN INTO THE TRENCH. EXCAVATED SOIL. POST OR APPROVED EQUAL III FILTER III 'iE- .11 NOTE• ALTERNARVE SILT FENCE CONSTRUCRON MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR FLOW �II917.7.1 I�II�IF N_ U SEE CALIFORNIA STORMWATER QUALITY A 0. z ASSOCIATON (CASQA) STANDARD DWG. NO. SE -1 FOR ADDILONAL INFORMATON m z Qz w el90 DRAWING NO. 14248 -G SHEET30F3 CITY OFENC/N /TAS - DEVELOPMENT SERVICES DEPARTMENT ROSION CONTROL PLAN FOR. 815WOODS/DELANE CLAYTOR GARAGE APN.'264262 -18 PLANNING CASE N0: 18 -137 ADR L-j