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2021-14898 G (Plans)RIGHT OFWAYNOTE EROSION CONTROL STORMWATER POLL UT/ON CONTROL BMP NO TES RELATIVETOCONS TRUCTIONACTIV/T/ES OWNER LEGEND SDRSD/STANDARD SYMBOL ZACHARY JOHNSON AND HANNAH K. JOHNSON, OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ZACHARY JOHNSON AT (619) 847-6305, 24 HOURS A DAY. CONCRETEWASHOUT AS TRUSTEES OF THE JOHNSON FAMILY TRUST PROPERTY LINE - - PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 3400 JASMINE CREST - - - RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO EASEMENT LINE APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND ENCINITAS, CA 92024 DRAINAGE NOTE THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE EXISTING CONTOUR (368) CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WASHOUT LOCATION. SITEADDRESS EXISTING ELEVATION X 368.0 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR J.DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3400 JASMINE CREST A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFAC110N OF THE CITY ENGINEER AFTER CONS ENCINITAS, CA 92024 NEW CONTOUR 368 EACH RUN-OFF PRODUCING RAINFALL. NEW ELEVATION 368.00 UTILITYNOTE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN A STABILIZED CONSTRUC110N SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF = ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. INCOMPLETE GRADING OPERATON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES A SSESSOR'S PARCEL NO. DAYLIGHT LINE -11-11-11- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU110NS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT 264-091-38 DRAINAGE SWALE GENERAL NOTES ARE UNSAFE OR ARE POTEN TIALL Y UNSAFE. CONSTRUCTION VEHICLES y y 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE DATEOFSURVEY DIRECTION OF FLOW 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. JULY 30, 2020 CONCRETE SURFACE PER PLAN I° DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. LEGAL DESCRIPTION CMU RETAINING WALL C, C5, C4 AND C6 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. EROSION CONTROL LOT 15 OF ENCINITAS TRACT NO. 88-183 IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO 2. THE SOILS REPORT TITLED "UPDATE COMPACTION REPORT GRADED RESIDENTIAL PAD" DATED JUNE 17, 2020 REPORT NO. 05-202-F EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST PRIVATE GRAVITY STORM DRAIN PIPE PVC (SDR-35) SD SD SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS STORMWA TER POLLUTION CONTROL POST CONSTRUCTION BMP IIMPNOTES EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 12882, FILED IN THE OFFICE OF THE AND SPECIFICATIONS CONTAINED IN SAID REPORT. BONDED FIBER MATRIX. COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 23, 1991, MORE PARTICULARLY PRIVATE CATCH BASIN BY BROOKS OR NOS MCB 1• FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DESCRIBED IN GRANT DEED RECORDED JUNE 30, 2020 AS DOC. NO. 2020-OJ44181 OF O.R. PERMEABLE PAVERS PER PLAN 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUPARAT WITH IMPROVEMENT PLANS DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM NO EXCAVA110N AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DRAIN SYSTEM. Bl0-FILIRA TION BASIN DETAIL 'Y', 'E" 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLU110N CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT OWNER'S CERTIFICATE RIP -RAP ENERGY DISSIPATER D-40, TYPE 2 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU110NS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS TTY CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES WATER SERVICE PER WAS _W- - -WANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR J.ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID W`LL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE SEWER LATERAL SS-01 -s S 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP COMPACTION AND STABILITY OF THE SITE. RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. FACILITY AND/OR THE TURF/LANDSCAPED AREAS UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE DOWNSPOUT PER PLAN EROSION. I (lam) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN OFFICIALS, EURLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS DISCHARGES TO AN ADEQUATE IMP/BMP. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF ((1 2 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR)ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. SOIL. CONNECTED DIRECTS, OR INDIRECTLY WITH ANY ACTS , OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITF WITH THE FOLLOWING PEOPLE 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PRIVATE PROPERTY OR PUBLIC EASEMENTS SEPARA TE ENGINEERING PERMIT BE OBTAINED. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITF WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE ON-SITECONSTRUCTIONMATER/AL STORAGE 3 3 22 WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE SIGNATURE. ;,-,�� / / DATE THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO ZACHARY JOHNSON 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL OF SECURITY AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. LDEV-014898-2021 HAS AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWAIER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL GREASE SEPARATOR AND IS THEN FILTERED PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATFD AWAY FROM CONCENTRATED SIGNATURE.• �� K. 9&16 e1L DATE.. 3/3/22 PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSIFM, NOT TO PLANTERS OR THE STORMWATFR STORMWAIER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION HANNAH K. JOHNSON, OPERATION. STORM DRAIN SYSTEM. A SEPARAIF BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND OLIVENHAINMUNIC/PAL WATER D/STR/CT NOTES: OWNER'S STATEMENT FOR SWPPP TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS TRAINING DEVELOPMENT OF THIS PROJECT SHALL COMPLY Wl1H ALL THE REQUIREMENTS OF THE MOST RECENT STATE WAIFR RESOURCES CONTROL BOARD SWRCB REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERA TONS HE 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY ( ) SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION ALL ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF SIORMWAI[R RUNOFF ASSOCIATED WITH CONSTRUCTION AC11VlTY. IN ACCORDANCE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICAITONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS OF ENCINITAS STORMWAIER POLLU110N CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE WITH SAID PERMIT, A STORMWAIER POLLUTION PREVENTION PLAN SWPPP AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR SHALL HAVE A THE PROPERTY OWNER() S AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOT) SHALL BE FILED WITH THE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES OWN RESPONSIBILITIES SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED NO/ FROM THE SWRCB WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICA110NS ARE TO BE WA CONTROL MEASURES HAVE BEEN INSTALLED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF LDEV-014898-2021 BY SWRCB NO. R9 2009-0009 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED ACCORDANCE WITH STANDARD UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0009. UPON WHICH THE FILL /S TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PECIFlCA1ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING PROHIBITED. U EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT /T SHALL BE THE MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN CONTRACTOR'S #-------- CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. SIGNATURE. � � � DATE: 3/3/22 SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT IF REQUIRED, ZACHARY JOHNSON ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED a�.nale� 3/3/22 SITE BY THE CONTRACTOR SO AS TO LEA VE THE AREAS THA T HA VE BEEN CLEARED WITH A NEA T AND FINISHED APPEARANCE FREE FROM 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECT/ON OF D/STRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT /NSPEC110NS OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MA TERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE S/GNA LURE. � DA IF: UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. HANNAH K. JOHNSON, THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CIT1''S URBAN FOREST MANAGEMENT PROGRAM. TREES 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. S TA TEMENT OF ENGINEER OF WORK LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND CONSTRUCT/ON. THIS CALL WILL BE MADE A T LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED /N PUBLIC RIGHT=OF-WA Y. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY W/TH THE GENERALLY ACCEPTED STANDARDS AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVA110N, OR (DIG ALERT PHONE: 800-227-2600) PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED 8 ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. BE FIELD VERIFIED BEFORE ANY CONSTRUC110N BEGINS ALL CONSTRUCTION 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 SIT[ PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATONS THE APPROPRIATE BURIED U11LITY WARNING AND ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT _ FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR IDENTIFICA110N TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT OF -WAY. SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES) SHALL DEPARTMENT; CITY OF ENCINITAS AT (760) 633-2770. BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES 10.WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO FINISH GRADE OF STREET. NOTIFICATIONS RESUME. SIGNATURE. ��' DA TE: 3/3/22 T L. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A VINCENT L. SAMPO 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE '� s DURING CONSTRUCTION ACIPHTY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR COMPANY.• SAMPO ENGINEERING, INC. /MMED/A TFL Y NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCA VA PON OR DISTURBANCE OF THE No. 44113 DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID ADDRESS: 171 SAXONY ROAD, STE.. 213 ENCINITAS CA. 92024 cs ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND N01TFlCATION OF PHONE NUMBER. (760) 436-0660 CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW COMMENCEMENT OF WORK: RCE EXPIRES: 6/30/2J A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. A. SEWERS -CARDIFF SANITARY DIVISION - (760) -633-2840 1 SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN �► MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE B. GAS & ELECTRIC - SDGE - (760) 438-6200 SOILS ENGINEER'S CERTIF/CATE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING N011FIED lF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. lF 13.INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER "W" C. WATER - OMWD - (760) 753-6466 THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS D. TELEPHONE - SBC BELL - (760) 489-3411 I, RALPH M. VINJE, A REGISTERED GEOLOGIST ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL N COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT IF NATIVE ri AMERICAN REMAINS ARE DISCOVERED THE REMAINS SHALL BE KEPT (IN PLACE"j, OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO E. CABLE TV - COX COMMUNICATONS - (760) 806-9809 X2233 MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE z o wi WHERE THEY WERE FOUND, AND Nt ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON-SIIF IN THE PRESENCE OF THE TCA NATIVE 14.METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 17,, 2020. ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY "' 0 - Q AMERICAN MONITOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND IT IS OUR z y 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTTAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED PHONE. (760) 633-2770. PROFESSIONAL OPINION THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS �; m z BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. AND SPECIFICATIONS. ' i W W Z N J. THE CONTRACTOR SHALL GIVE 24 HOURS N0110E ON CALLS FOR INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED 16.CONTRACTOR SHALL RE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC110N AND REMOVAL. �� Q > � � I IMPERVIOUS AREA SUMMARY SIGNED:" ADRES396SEE SFFP REDDlE DREPORT IVE VISTA,EPARED BCAB92083RIAN HOMAS CONSUL 1TNG INC, z o 17. LINE VALVES, WHERE REQUIRED A TSTREET /NTERSEC110NS SHALL BE LOCA TED A T THE TEE WHENEVER POSSIBLE. RALPH M. VINJE ' IMPERVIOUS AREA PRIOR TO CONSTRUCTION 4,920 SF GE NO.: 863 NO � PHONE NUMBER: (760) 305-7064 ,��, = . 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE IMPERVIOUS AREA AFTER CONSTRUCTION. 35,532 SF VINJE & MIDDLETON ENGINEERING, INC. RISK LEVEL: LEVEL 2 ;ii,; � IMPERVIOUS AREA INCREASE 30,612 SF �' �� 3�-�� WDID 937C394625 '� INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT 2450 AUTO PARK WAY # r IMPERVIOUS AREA NEW/REMOVE AND REPLACE. 30,612 SF act' �• s ESCONDIDO, CA 92029 0 P 19.ALL DESIGN CHANGES TO THE AA TER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND STORM WA TER STATE.MEVT,• �EBK�� f�� o (760) 743-1214 ACCEPTANCE OF THE CHANGE. THE BYO -FILTRATION BASIN 1 HAS BEEN SIZED USING THE MVP SIZING FACTOR BMP PROJECT STATUS Q 810-FIL IRA PON AREA =1, 082 SF REQUIRED, 1,150 SF PRO VIDED. Q PRIORITY HMP ? k", 20. THE WATFR SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATONS. THE CLASS OF STORJI11ATERST.4TE.VE.VP ;n- M SITE PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES THE BYO-FlLIRA TlON BASIN 2 HAS BEEN SIZED USING THE HMP SIZING FACTOR FOR PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE \ i , C Q BIO-FILTRATION BASIN AREA=1,III SF REQUIRED, 1,120 SF PROVIDED. „ c�7yj� 21. PIPELINES AND APPURIFNANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO STORM WATERSTATEMENT: SIGNED: ti WITH MAINTENANCE AGREEMENT FOR PRIVATE STORMWA TER TREATMENT AND STORMWATER POLLUTION O pFp JASMINE CREST �, o lig� RE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN 1HAT THE Bl0-FILTRATION BASIN 3 HAS BEEN SIZED USING 1NE HMP SIZING FACTOR FOR S1[VEN J. f R f CONTROL FACILITIES" 1q<<Fy SPECIFICATION. BIO-FIL IRA PON BASIN AREA=222 SF REQUIRED, 225 SF PROVIDED. CEG NO.: 2362 �� EAR THWORKDA TA RECORDED ON FI Cq JQ 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION D/STURBANCEAREA DATAAti F It Q �1�Np OFF Np EARTHWORK QUANTITIESFOR PARCEL 1: l/ERIFICA LION OF THE LOCA LION AND ELEVA 110N OF PIPES AND APPURTENANCES DISTURBANCE AREA = 53, 359 SF AS DOC. #- FILL.• 1,081 CY MAX FILL HEIGHT: 23' 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHA/NMUNIC/PAL WATERD/STRICT ENCINITAS FIRE DEPARTMENT IMPORT. 965 CY SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE REMEDIAL = 1,640 CY (Y REMOVAL AND RECOMPACTION DEFECTIVE IN WORKMANSHIP AND/OR MATFRIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO UNDER, AND 5' OUTSIDE OF BUILDING AREAS) THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. SHEETINDEX 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED /N WRITING BY THE D/SIRICI 8/24/2022 APPROVED G��/� VICINITY MAP SHEET 1................................TITLE SHEET 9/23/21 Steven Kelly Gaffrey 08/23/2022 SHEET 2...............................GRADING PLAN SHEET 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICA TONS. 8/31/2022 , fcarr NOT TO SCALE Bob Keeley SHEET 3. ............................... EROSION CONTROL SHEET Sl DA TE SIGN PLANNING DIVISION DA TE S N DA TE NOTE.• SIGN SGNA TURF EXPIRES 2 YEARS AFTER DA 1F DA TE SIGN DA TE -23-22 DESIGNED BY- DRAWN BY.• CHECKED BY.• CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS AU WN KE ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VLS DESCRIPTION: CITY OF ENCINITAS CONTROL POINT POINT 1017 PLANS PREPARED UNDER SUPERVISION OF RECOM E DED: APPROVED: GRADING PLAN FOR: JOHNSON RESIDENCE VIN N L AM A DATE : 3/3/22 Jill T. Bankston 3400 JASMINE CREST LDEV-014898-2021 RECORD FROM: ROS 18416�Ij____,e /CHAEL /ZlC JILL I BANKSTON ELEVATION: 421.88' DA TUM. NA VD88 R.C.E. NO.: 44173 PRINCIPAL ENGINEER CI TY ENGINEER APN.264-091-38 PRINCIPAL ENGINEER A VINCENT L. SAMPO 09/01/2022 9/1/2022 ENGINEER OF WORK EXP. 6/30/23 DA TE DATE F SHEET 10F 3 0) 3 a a cD i U) 0 U 0 co 0 ,2 0 0 0) n i O N 0) 3 i .) F U 0 c 0 a L 0 0 U) rn r2 1 O N 6' w m Q z w J z N N O N N r- wl bi Q 0 CONSTRUCTION NOTES: 1. EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON PREPARED BY SAMPO ENGINEERING, INC. DATED 71JI120. 2. A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE COMPANY DATED MAY 15, 2020 AS ORDER NO. O-SA-6085236 HAS BEEN REVIEWED FOR EXISTING ON -SITE EASEMENTS SAID EASEMENTS HAVE BEEN PLOTTED HEREON AND REFERENCED BELOW PER SAID PRELIMINARY TITLE REPORT (NUMBERING PER SAID TITLE REPORT OR PER MAP U.N.0): Di OPEN SPACE EASEMENT OVER A PORTION OF LOT 15 GRANTED PER MAP 12882. APOR110N OF LOTS 15 & 16, RESERVED FOR FUTURE STREET TOGETHER WITH THE RIGHT TO EXTEND AND MAINTAIN DRAINAGE FACILITIES AND EXCAVATION AND EMBANKMENT SLOPES BEYOND THE LIMITS OF SAID RIGHT-OF-WAY DEDICATED AND REJECTED PER MAP 12882. DEXISTING 20.00' EASEMENT IN FAVOR OF OLIVENHAIN MUNICIPAL WATER DISTRICT RECORDED JANUARY 31, 1962 AS DOC. NO. 18553. A AN EASEMENT FOR SEWER PIPE LINES AND/OR MAINS MANHOLES, SEWER LATERAL PIPE LINES AND ALL STRUCTURES INCIDENTAL THERETO, TOGETHER WITH thf PERPETUAL RIGHT TO REMOVE BUILDINGS, STRUCTURES, TREES, BUSHES, UNDERGROWTH, FLOWERS AND ANY OTHER OBSTRUCTIONS INTERFERING WITH THE USE OF SAID EASEMENT AND RIGHT OF WAY BY GRANTEE, ITS SUCCESSORS OR ASSIGNS AND IN ADDITION THERETO, TO REMOVE SOIL AND OTHER MATERIALS WITHIN SAID RIGHT OF WAY AND TO USE THE SAME IN SUCH AND AT SUCH LOCA PONS AS SAID GRANIFE MAYOPER NEEDFUL OR NECESSARY INNTHE CONSTRUCTION, RECONSTRUCTION AND MAINTENANCEEEM OF SAID YWER LINES OR STRUCTURES AND INCIDENTAL PURPOSES GRANTED AND CONVEY TO CARDIFF SANITATION DISTRICT RECORDED AUGUST 07, 1991 AS INSTRUMENT NO. 91-396307 OF OFFICIAL RECORDS 11 EXISTING RECREATIONAL TRAIL EASEMENT GRANTED TO THE CITY OF ENCINITAS RECORDED 09-13-91 AS FILE/PAGE NO. 91-0470297. 17 EXISTING EASEMENT FOR PUBLIC URLITIES INGRESS AND EGRESS GRANTED TO SAN DIEGO AND ELECTRIC COMPANY RECORDED JUNE 11, 1992 AS INSTRUMENT NO 92-364398 OF D.R.. Ao EXISTING EASEMENT FOR RIGHT OF WAY PRIVATE ROAD PURPOSES AND APPURTENANCES THERETO, TO BE USED IN COMMON WITH OTHERS, OVER, ALONG AND ACROSS THOSE PORTIONS OF CITY OF ENCINITAS TRACT N0.88-183 GRANTED TO MERLE E. MINKS AND MARY BROOKS MINKS AND MARY BROOKS MINKS, ROBERT H. BUCHANAN AND JEAN SUMAN RECORDED MARCH 11, 1995 AS DOC NO 1994-0161948. A EXISTING EASEMENT FOR RECREATIONAL TRAIL PURPOSES GRANTED TO DAVID CHEATHAM AND SHARON CHEATHAM RECORDED JANUARY 15, 1997 AS DOC. NO. 1997-00196602 OF D.R. THE FOLLOWING EXISTING EASEMENTS PER SAID PRELIMINARY TITLE REPORT ARE NOT LOCATED WITHIN THE LIMITS OF THE WORK OR ARE BLANKET EASEMENTS AND ARE UNPLOTTABLE.- OEASEMEN T AGREEMENT FOR THE INSTALLATION, CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, AND RECONSTRUCTION OF SEWER PIPE LINES AND/OR MAINS MANHOLES RECORDED FEBRUARY 21, 1986 AS INSTRUMENT NO. 86-70006 OF OFFICIAL RECORDS. z�LEASEMENT AGREEMENT FOR THE INSTALLATION, CONSTRUCTION, OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, AND RECONSTRUCTION OF SEWER PIPE LINES AND OR MAINS MANHOLES RECORDED JUL Y 03, 1986 AS INSTRUMENT NO. 86-276592 OF OFFICIAL RECORD . AAN EASEMENT FOR ROAD AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED DECEMBER 04, 1990 AS INSTRUMENT NO. 90-644215 OF OFFICIAL RECORDS AEXISTING EASEMENT FOR THE CABLE TELEVISION CONSTRUCTION WIRING AGREEMENT AND EASEMENT GRANTED TO DANIELS CABLEVISION INC. RECORDED MARCH 17,, 1993 AS INSTRUMENT NO. 1993-164865 OF OFFICIAL RECORDS J. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. 4. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING DEPTHS. 5. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 6. 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 WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES A SEPARA TE MONUMENTA PON BOND MA Y BE REQUIRED A T THE DISCRET ION OF THE CITY ENGINEER. 7. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION OR REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 8. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY. 9. THE MODIFICATION OR REMOVAL OF THE STORM WATER POLLUTION CONTROL FACILITIES WITHOUT A PERMIT FROM THE CITY IS PROHIBITED. 10. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 11. THE OWNER/DEVELOPER IS RESPONSIBLE TO INSURE THAT THE ADEQUATE MEASURES ARE TAKEN TO PROPERLY FINSf, GRADE THE BUILDING PAD AFTER THE STRUCTURES AND OTHER IMPROVEMENTS ARE IN PLACE SO THAT THE DRAINAGE WATERS FROM THE IMPROVED SITE AND ADJACENT PROPERTIES ARE DIRECTED AWAY FROM PROPOSED STRUCTURES IN ACCORDANCE WITH THE DESIGNED DRAINAGE PATTERS SHOWN ON THE APPROVED PLANS. A MINIMUM OF 27 GRADIENT SHOULD BE MAINTAINED AWAY FROM ALL FOUNDATIONS, ROOF GUTTER AND DOWNSPOUTS SHOULD BE INSTALLED WITH DISCHARGE WATER FROM THE DOWNSPOUTS DIRECTED AWAY FROM THE FOUNDATIONS AND SLAB TO SUITABLE LOCATION. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS 12. ALL SLOPES SHOULD BE LANDSCAPED WITH TYPES OF PLANTS AND PLANTING THAT DO NOT REQUIRE EXCESSIVE IRRIGA PON. EXCESS WA TIRING OF SLOPES SHOULD BE AVOIDED. SLOPES LEFT UNPLANIED WILL BE SUBJECT TO EROSION. THE IRRIGATION SYSTEM SHOULD BE INSTALLED IN ACCORDANCE WITH THE GOVERNING AGENCIES REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS. 13. FOOIGNGS LOCATED ON OR ADJACENT TO THE TOP OF SLOPES SHOULD BE ADEQUATEL Y SETBACK OR EXTEND TO A SUFFICIENT DEPTH TO PROVIDE A MINIMUM 7 FEET HORIZONTAL DISTANCE BETWEEN THE BOTTOM OUTSIDE EDGE OF THE FOOTING TO DAYLIGHT. A MINUM 10 FEET SETBACK WILL BE REQUIRED FOR MORE SENSITIVE STRUCTURES (POOL) AND IMPROVEMENTS WHICH CANNOT TOLERATE MINOR MOVEMENTS. REINFORCEMENT FOR DEEPENED FOOTINGS SHOULD BE PROVIDED BY THE PROJECT STRUCTURAL ENGINEER AND DETAILED ON THE APPROVED FOUNDATION PLANS. THE SPECIFIED SETBACK REQUIREMENT ALSO APPLIES TO ALL IMPROVEMENTS AND STRUCTURES INCLUDING FENCES, POSTS, POOL SPAS, ETC. CONCRETE AND AC IMPROVEMENTS SHOULD BE PROVIDED WITH A THICKENED EDGE TO SAS77SFY THIS REQUIREMENT. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS 14. CONCRETE DRIVEW,4 YS AND PARKING AREAS SHOULD BE MINIMUM OF 5-INCHES IN THICKNESS REINFORCED WITH ##3 REINFORCING BARS SPACED 16 INCHES ON CENTER EACH WAY PLACED 2-INCHES BELOW THE TOP dF THE SLAB. SUBGRADE SOILS SHOULD BE COMPACTED TO MINIMUM 907 COMPAC77ON LEVELS WITH AS -GRADED WATER CONTENTS APPROXIMATELY 39 ABOVE THE OPTIMUM LEVELS WITHIN THE UPPER 12-INCHES AT THE TIME OF FINE GRADING AND BEFORE PLACING THE SLAB REINFORCEMENT AS SPECIFIED. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS 15. EXTERIOR CONCRETE FLATWORK. EXTERIOR FLATWORKIWALKWAYS AND PAPOS1 SHOULD BE A MINIMUM OF 4-INCHES IN THICKNESS REINFORCED Wl1H 3 REINFORCING BARS SPPACED 16-INCHES ON CENTER EACH WAY CAREFULL Y PLACED 1 "INCHES BELOW THE TOP OF THE SLAB. THE SLAB SUBGRADE SOILS SHOULD BE COMPACTED TO MINIMUM 909 COMPACTION LEVELS AT THE TIME OF THE FINE GRADING AND BEFORE PLACING THE SLAB REINFORCEMENT. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS 16. ALL INTERIOR SLABS SHOULD BE A MINIMUM 4 INCHES IN THICKNESS, REINFORCED WITH i3 REINFORCING BARS SPACED 18 INCHES ON CENTER EACH WAY PLACED MID -HEIGHT IN THE SLAB. SLABS SHOULD BE UNDERLAIN BY 4 INCHES OF CLEAN SAN (SE 30 OR GREATER) WHICH IS PROVIDED A WELL -PERFORMING MOISTURE BARRIER/VAPOR RETARDANTAITIONAL INIMUM 15-MIL STEGO PLACED MID -HEIGHT IN THE SAND. REFER TO SOIL REPORT FORA RECOMMENDA ONS 17. STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB -DRAIN PIPES. 18. EXISTING UTILITIES PIPES LOCATIONS AND INVERT ELEVATIONS SHOWN HEREON ARE APPROXIMATE CONTRACTOR TO VERIFY ALL UTILITIES LOCATIONS AND INVERT ELEVATIONS PRIOR CONSTRUCTION AND NOTIFY CIVIL ENGINEER IF ANY DISCREPANCIES 19. CONTRACTOR TO VERIFY SPOT ELEVATIONS BETWEEN ARCHITECT AND CIVIL ENGINEER IF ANY DISCREPANCIES 2' EXIS.PNG SLOPE I � ,III-1 I I-1 I I-1 I I � I I _II � � 7.00' � N89 O'33"E_377.92' _ 110 - - _ _ - - - - KEYNOTES: - DEMOLISH/PROTECT IN -PLACED T - -� -10 I 1. ABANDON 6" PVC STORM DRAIN PIPE, DO NOT DISTURB SLOPE, CAP AT TOP J I I \ _ ---�-------------------------- -/3��-- \\-----------� ---- 2. DEMOLISH EXISTING12"AREA DRAIN 1� 3. DEMOLISH PORTION OF EXISTING CONCRETE DITCH LV 4. NOT USED \ 22 �' I- - I 5. PROTECT CONCRETE DITCH IN -PLACE GRASS OR TURF LINED 24" MIN. 8 6. PROTECT CATCH BASIN TYPE F IN -PLACE OPTION OVER LANDLOK �35a "- � �, � o ^� 9 7. PROTECT ROCK DITCH IN -PLACE _ _ � � � - - - - - I _ z ANCHORS (T)P.) TURF REINFORCEMENT I _ -� - 8. PROTECT FIRE HYDRANT IN -PLACE WHERE SLOPE EXCEEDS 59 \ - - - - 359- 9. PROTECT WATER VALVE IN -PLACE _ _ I 10. PROTECT 14" WATER MAIN IN -PLACE 11. PROTECT 8" WATER MAIN IN -PLACE \ \ 2 \ \ \ \ 35� , , - ' 351 �' / I 0 12. PROTECT 1 " WATER SERVICE IN -PLACE 1 F MAX./ - X X _ _ ' ' 356 - ' ' - �- - 13. PROTECT BACKFLOW PREVENTER IN -PLACE NOTE" NO WORK TO BE DONE _ 14. PROTECT 1 DUAL WATER METER IN -PLACE AND REUSE FOR THE NEW RESIDENCE IF - ' _ 355 - 20.0 FEASIBLE. PRIVATE STORM DRAIN \� WITHIN OPEN SPACE EASEMENT _ I / \ - - - j- 15. PROTECT AC PAVEMENT IN -PLACE (WHERE OCCURS) \\�� - - \ \ \ 56 _ - ' I I 354 16. PROTECT ROLLED 17 PROTECT SEWER LA IFR L AND REUSE TO SERVE NEW RESIDENCE. CONTRACTOR TO VERIFY \��\�/ \ \ \ I 3 353 _ - - - o THE INVERT ELEVATION, SIZE AND SLOPE. \ NOTES• _ 1 � - \ 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. - - - I , - 355 " ' _ _ 352 � - L - - _ I 19. PROTECT FENCE IN -PLACE 2. FOR GRASS OR TURF OPTION, INSTALL LANDLOK 7RM 450 TURF REINFORCEMENT MAT - - - - - _ - I 19. PROTECT WALL MANHOLE 20. PROTECT SEWER MANHOLE IN -PLACE _ 351 I - - - - 21. PROTECT S" DIA. SEWER MAIN IN -PLACE \ VEGETA TED DRAINAGE SWALE _ _ � - \ �-_-�^------� _,,,353' /�� /�� 350--- I _ 22. REMOVE 4"DIA PVC RISER AND CONSTRUCTASEWER CLEANOUT _ I _ 11 23. PROTECT SURVEY MONUMENT IN -PLACE NTS \ --- ---J�� _ 352'� 349---1- I NEWIMPROVEMENTS� 351 _ 1. NEW GUEST HOUSE/GARAGE PER ARCHITECT'S PLANS 2. NEW GARAGE PER ARCHITECTS PLAN 350 I _ 3. NEW RESIDENCE PER ARCHITECTS PLAN -=_-==zc\ ------ -- ---- ------ ___ ��'� --3471-- 6 4. NEW POOL STORAGE EQUIPMENT PER ARCHITECTS PLANS - 349 � � I 5 CONCRETE SURFACE. SEE CONSTRUCRON NOTE NO. 15 ° a - - - - - - 3 - - - - - - - - - 346 6. CONCRETE DRI VEW,4 Y. SEE CONSTRUCTION NOTE NO. 14 _ 5 - 3�6S0= _ _ _ - 01VC DITCH- _ ° ° - ° - , - a ° 348.�9 - - _ - - - - _ _ - - - - - - 34a' , - - - - - - - 7. NEW POOL AND SPA PER SEPARATE PERMIT. SEE CONSTRUCTION NOTE NO 13 �,-340� _ 50 - - - - - - �' _ _ I 0 8. NEW FIRE PIT PER ARCHITECT'S PLANS 18 v- 341.53_�---_---- Oti 5 6- 347348 ��92 ° ° - _ 341� --_ - - - - - 9. PERMEABLE TURF AREA PER LANDSCAPE ARCHITECTS PLANS _ - _�_ _ _��Oo 3¢3344345 _ -12 ��\ �� - _ _ _ _ 348 347- - -- ��, - - _ - - - - °�- - - - - �3 �5' I 344-,- 10. J" MINUS ANGULAR GRAVEL WALKWAY PER LANDSCAPE ARCHITECT`S PLANS J,). � - - - - - _ DIRT- F` l - - v ^� _ - - _ 1 - y1 - - - - - -346 : 8¢S" _ = CONC DITCH_- _- - - _ _ ° 3 - - 11. CMU RETAINING WALL PER SDRSD C-2 _ _ -° a 20.00 s.335- --`` �95,5 -- --34 5 _%----- =--- _=-_--_ - -`� �a is ----- 43 12. CONCRETE STAIRS PER SDRSDM-26 a '�� - - 44 - - �¢S. 3j= - - - =3- - 13. CMU RETAINING WALL PER SDRSD C-3 34�42---------------- DIRT-- 5--------- 3�31¢-- 61 �, r - �o �o ss��_ .s -F -y� - _----��41;� - - - - - - -----�,------------- -342 14. CMU RETAINING WALL PER SDRSDC-5 cP - ��' s -_ ,� oo - \ _--_`�"�'o -o _ ��15-F� \��e = 19_ ---% S500ti--------_ 0--- BOG O =-_______-� -- -342�- I 15. CMU RETAINING WALL PER SDRSDC-6 �0 �so2 • _ 2 �ti a _ XING a - ° - _ - - -_ _ _ -F\ - - 338- - - - - - - - y�. - o _1G� 20, �5 ti - - 3�1 I - 16. OUTDOOR KITCHEN PER ARCHITECTS PLAN 3 -\� w a ° ° IESEwFR 324.�8 ^ 3 ° - ^�O - c is - - - - '� �k - - - - - - -��- - - \� - G �3�- - 1 - - - _ _ -_ - \ _ \ � - 8 34�1 17. ENTRANCE GATE PER ARCHITECT'S PLANS 1 ° h 6 _ _ _ _ - 33 - - -DA12/GHT LINE_ \ \ I 18. CONCRETE WALKWAY. SEE CONSTRUCTION NOTE NO 15 -FIRE TRUCK �� - f 0- - ' 19. CARPORT TRELLIS PER ARCHITECTS PLAN ° ° a° °^� - 3 7 �0 Sp _ -- ° I �, o �,9 c �, cS 6 IURNAROUND ISs y6� c0 3 3 \ 5 ` ^� 33g 9 ° ° ' 15 ,1, U70 �° ° ° �s ss 33.50 �� y 3 33 \ 339 69 20. 6 HIGH WOOD FENCE. WOOD FENCE SHALL NOT RESTRICT THE FLOW OF THE EXISTING ROCK - I 109 ' 1- "' �h ti`� �// r nr 5��.. S HP 333.70 2 a a �s's ° 1� a� 2 TG 32 i \ I I 1 �g- 39 - DITCH _ O 1 �° r�, 50 5 - v �? DAYLIGHT / 26 �3> ° 2 ^��9 h� �"`� � �� °' ^� `'? - 1.59° 86.0' `S ° ° /E 33030 CB 333 III 1 I °\ = 21. 30 WIDE BY 8 HIGH WEIR CUT OUT OF TOP OF WALL FOR DRAINAGE BOTTOM OF WEIR F,p LNG I lF `� •9 �, ��O V� h\ 0 0% ^�� - 1. ° I I I I 1 _ - - 38 - `i FLOW LINE ELEV. 309.80 Ate, _ LINE // x 323. l �F`�` `3?SO0 =��0 E ii� �'. �F �^� �; d'� �y�• �� \ 3 1r- H� 6 ° 3.50 ° %� 5% I I s ,p �2 - �, �, 5 �^� .�• 10 0 33 ° a /F I \ 0 22. CMU RETAINING WALL PER COUNTY OF SAND DIEGO DETAIL "PDS 1083" TYPE C-TYPE It 6 - - 7 23. BRIDGED PORTION OF CONCRETE WALKWAY OVER EXISTING ROCK DITCH SHALL NOT RESTRIC <�c, ° 3 3 I ' S 10 p \ \ ``� / ��' `� F `� �j�`�� 01D` lR� 0 THE FLOW. o � - 2st � 129• .> �,�j 33,E 10 _ ^� . - - � � �?9g „ ° ° �5• 33 1 f 11NG � � sue° / �' / � , 3 - � 4�y O 5 5 �� • 29 � � 333• . \ �\G � 9 i ^= 333.1 � �' � / °�'G•y'y�•26 �� STORMWATERQUALITY� MATCH EXIS 5 ROOF 0 33 S 2 1 y5 / TED SWALE PER DETAIL'A ELEVATION j' �G� �_, / ° _ - LINE � � � O � p � x,�3 2 ti � /' F 'S3 � ��, „ " 1 / J - � � I SO 33. -� 33I .- 0 1 24 WIDE DRAINAGE VEGETA 322.00 i c� o 3 / G 30 G 01 ^O OS 3 G1 2 G 332 333,70 l �I i 0 2. PRIVATE 12"X12" CATCH BASIN BY NDS OR APPROVED EQUAL FL ) 1 s� o �^ '52 / 1 / 33 2 / s \\ 3 1 �. /E 329, ,bpi 3 ( ' cs o o / .r �� E33043 ^� 3 3 ° �,�, \\� 13% ° a 20 CB "' T o �sF \5 333.89 s A� I 01 2q, �� 2 J. PRIVATE 6 DIA. SPEED -D WITH GRAZE BY NDS OR APPROVED EQUAL 22 ,; - ��` °�`' s sF WATER POC %� 2 `s o\ GE 333, 70 ' F/RE TRUCK G y� �0 6 0 5 W 4. PRI VA TE 8" DIA SPEED WITH GRA TE CA TCH BASIN BY NDS OR APPROVED EQUAL ' 4 �� F Ac WA ]ER �� 3 F � ®2 s� `'' GARA 33.2 TURNAROUND �G cn CB \� P�� 0�0� 6 ` 3� . - 33 W 2 C I S `�9 0 �� 'Oo 334.15 P pD 3 a' - G 332' 15 0 \F� �� ' O - I z 5. PRIVATE 6" DIA. STORM DRAIN PER (SDR-35) PIPE 0 MIN. 19• SLOPE 7 % 321 I 13 POC 16 900 �' 2 - S \ 329' M Cq �334.05 I 1 6. PRIVATE 8" DIA. STORM DRAIN PER (SDR-35) PIPE 0 MIN. 19• SLOPE I 129 81 I I C`��1.0 iF, 3 ENCE 2 <� 2 ROOF ° -S 3337. ,o �'9cF 332.75 �I - 18 7. PRIVATE 12" DIA. STORM DRAIN PER (SDR-35) PIPE 0 MIN. 19 SLOPE ?j ,, e� RESID 2� q� �� / 1 �' , 320 IE ° I I I I I I 6 �5 iFs� �o� NEW 334.25 y5J ROOF LINE y5� CE 33 LINE 5 G 6 3 �i? / Tc o - , 3 1 8. PRIVATE 24 X24 PCC CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL = a I I I I S35 1� I \,, 4 6 FF 33315 0 ° W REgpENS \\� 2� \ �° °\\� 0� 5 2 333.70 / �F `�`��?8 "1 9. TYPE 10 VERFL OW PCC CATCH BASIN WITH STEEL GRATE PER SDRSD D-29 109 I G y0 , 8 Ap 2% NE 33q.2 \\ 9 29� 333.30 �� l ��1. 2 320 I ° �` I \ P �9h °� / - FF 15 �`h l R j �� 160 ° 0 �' x 3 3 2 5 BO - z 10. (1,150 SF) BIO-F1L (RA PON BASIN 1 PER DETAIL C . SEE SHEET 3 2 HP I O 334 ��O \ ^� TG' 333.85 3 PAp 333' ��' \�Sa �`� / \ 0 11. (1120 SF) BIO-FIL IRA PON BASIN 2 PER DETAIL E. SEE SHEET 3 3 319 _ I 1 I SUB 331' 4.4 S HP 5 2% �0 5 \ 13% / ' IE. 332 65 3 \� � �5 �0 ��1�0 04. 05 / / � / 3 , _ 6 E 33 �1 ^� ti \ �� 10S ^� �- yp• / / I° o 12. RIP -RAP ENERGY DISSIPATER PER SDRSD D-40, TYPE 2. USE 12 BACKING 12" THICK DS/ D 33�6 \ OVER 12" DEEP D.G. FILTER BLANKET DAYLIGHT -- I I I I :331.0 I r �,� / 425 22f gp j59 5 so 333.70 32. O i l �' 13. PRIVATE 6" DIA. PERFORATED PVC SUB -DRAIN PIPE PER SDR-35 318 I TF � � a 2� V. / F 33 15 •332 CB -� ( ) -LINE ,� I I I I I I I I I � � : 333.40 � 2% 00 333 g5 3 334.15 3 F 333• TG 10 � � \ D 328• ROOF �� I 74. CONNECT EARTHEN SWALE TO EXISTING CONCRETE DITCH 334.15 ° PA x333.2 \ IE' x3 ��/ y, / 5 / `��' � „ „ �• III I 2 IE:332• , 38 �, 33 ' M LINE 1 � � / 2 • � �- ,�� 15. 12 WIDE TRENCH DRAIN BY NDS WITH TRAFFIC STEEL GRATE OR APPROVED EQUAL 4A5 G'•33 1G \�� ,}°IE'- :c O OS �h J, 9TG•,7 /, Q 16. 6" WIDE TRENCH DRAIN BY "NDS" WITH STEEL GRATE OR APPROVED EQUAL 333.7 3 � ,�,j� / / / � o /_ �h 2 79 33 . / /F`�`�j�� 2 / l \ �?6S� 5 ^ 17. PRI VA TE 18' X18" BROOK'S CA TCH BASIN WI TH STEEL "HEEL PROOF" GRA IE PER BROOK'S 19 / � ° 109• - I �,1E I . , � x� �� 8 �� ROOF LINE ° 3 ��• � % 5 WATER POC � � / , ,1• � 2 O 3 ° 33 m i 5 / / SPECIFICATION 1818 HHP 7RAFFICIPARKWAY OR APPROVED EQUAL. GRA IF OPEN SURFACE 6 III I I I I I I TG 333 7 DS ^� 334.4 x 333.1 h e O DS S� 10 a �,z 333.70 j/ ��g / / / 32� AREA 211 SO INCHES (MINIMUM) I 6 I 6 I I I 4 IE:329 69 - 85 Oh / 6 �°qp s / DAY2%GHT / �- I "� 18. CONCREII BROW DITCH PER SDRSD D-75 TY B 7 �( lRT 11 I I I I I ° G:333 ^� 5 2�% 333.7IINE 1 0 0 ,j / /I = 3' „ 2 315 I I I I I I I I I I II I 16 IE:332.85 ^� ° 33415 o RIDGE 333 o ors / h1/?'33�6 / / / / // i'�32 I o 19. PRIVATE 4 DIA. PERFORATED PVC SUB -DRAIN PIPE PER (SDR-35) 1��G y0\ II I I I II I I I I I I 3�310 I I° i p ppL 2%3 ^��` 6q `� !`?� - 1 / 1 �' 20.0 20. PRIVATE 12 X12 PCC CATCH BASIN WITH STEEL GRATE BY BROOKS OR APPROVED EQUAL 5 y1 1 I I I I NP I - 5 �R P �..�° - 3 ^� DS 2% 3g0 g0 5 moo. a / 1 / / / / / / / / l G:333.$ 33 G ROOF � � / / / / / / s � � 21. 2' WIDE BY 8" THICK PCC HEADWALL PER SDRSD D-30 ROOF LINE O 55 " 33 1 \� G. 2 2 CB 333.70 9 O o / / / Il , � ROOF LINE 9 ``l�' L/NE SD � / / 22. 3X3 COBBLE ROCK DISSIPATER I I ti• �;� 9� �i 29 `_SD - - �� TG. i 23. (225 SF) BIO-FILIRA TION BASIN 3 PER DETAIL "G" SEE SHEET 3 185D l0i 10' y1� I I �'I I DIRT I I I I 334.37 6 ° 1 \F �� 2� �00 a 5 2q 10 3331 x 33� - - - F . ss _ 5 / / I DIRT 0 1 ' ° G 333.85 y� 33 GB x33 . 10 ss �s TO / / / / / / / / / / i 32 24. PRIVATE 8" DIA. STORM DRAIN PER (SCH-40) PIPE @ MIN. 19 SLOPE 313.73 313 \1ti' I I III 1a I I 1 I 2 f 16 S� ��1 5 59 ��s oso o - . ,�,��,30 / / / / / / / 1 x i 25. CURB OUTLET PER SDRSD D-25, TYPE A 26 17 F`' - I (VI I I D 333.7 o `� 2% �' 5 �490 2 / / / / / / / 3 I 26. 8 DIA. STORM DRAIN CLEANOUT PER SDRSD SC-01 313.35 a� -L1, ' �b FS 312' I I I 1 \ I G 2 2.1 ^�� °P \ 5 3.1 h,�' 9 y - 10 - - - O 333.7 / ' `' 0, / / 0 1 I I I , I h0 .�� 33 ^� 31 i • i / / / / i �13 1 > I I I I I _ 33. L C5 0 ^� �;�-- 33_._� ��6' / i �i i / / / ,� 31a G'TImms� a` I I I 1334. G•.3 2929 _� 36- � •- -'=2�' -� c� � � - - - - - _ _ - � � � 9 y11• oti III I I S � I_ _� _-li- -_ _ - - - \�� _ l6 / / / / / 91834 „ ---- 0�------ - ��1 - ---- - -_�� // 1. 4 DIA. PVCSEWERLA7ERALPERSDRSDSS-01 10 \ - - - - - -332- y� - - - DAYLIGHT - - �� - 33G // / / // fI ��80/ 2. 4 SEWER CLEANOUT PER SDRSD SC-01 --5��•-------- -� 331 ° °21��"��' I�� ,1_�� `^° 10�°h'�,50'0hi�°I I lI II1I�IIF I1' G�I 13pI 3G5p$III 156I6i 1 II 6I ' IIIF�I �I ��sI�I �I t �1' 1�--�y 1--------g1G\.� �-�-g��-�• --- -- -�o- - -----O----WfLG-331154.- LINE E oz "I _ 32, WA7ERSERVICEPER WASSTANDARD- ------- W315.5- - - - - - - - - - 0 zQ-----F3146- 325 15� 4. ELEC7RICAL 7RANSFORMER - - - - - - ---- - - - - -- - - - - - �q __------ 32 ----- _7 - - - - - BI131167_DIRT__-- - _ - - - - - - - - - - - - - - - - - - - - - _----- -� 10 13 _---- - - - - -3-24 s 2 305.92 i �s�6s --- ----- 0 _ 26' IE�B ---------- 15'X15'SIGHT - FG � •oti��_--- 0--1 � �Q1_G� 00 5 --- �ti � 00 �� •\G 15 �0 _ ^� 46 ^�- �'- _- cl' 1 9 TRIANGLE 3 09� 308 G WL 30950 3 3/�6j - o_ - - - - - - �\6� 0 �31�6 16�0 - \\- - 16�0 - -11- ` Lf/11 fi --- �G c�0 \�o� 0 5 �5_ 11 S ---- - 131p R/w 13 s Fs s 13 7�J 305.67 _ - /6� _ - - -_ ce \�, y1 ��, - - - ce �,� - - _- - - - - _ ' ¢6 307 G��o6 TG 31550-- - - - - - - - - -suB 2 SOB- 9 - -sus- �G »PVC 12 ° 31 • dAL'K/LUW PKLVL� a 82.2 �05�°PIPF /E 31Z67- - 2 _ _ 1g61 2 sua- 2 us 2 0 �11. o ,r9 SUB_--- 61 S -SUB- \F p`�j3 _ _ _ Fm - - - _ - - - - - v - =� - - - - - -\� - - _?- 1�OS�r� _ _ a ROl I \ j �0�� v3p1 306. 6AEouT310.30 31 7 313 - E�\ - - - 2 - - - - - - = h5 - - i - `�� _ - - - - C Dll Lh_ - ti� - 31 0 / si 30 �. 'a -- y\�' -0 �` ems-----311. _ _-13- E �6r 0\� pa5gl 301., \��0 �\ �0 -14.71 y6 a �� 5 = a - _ 5 _ - - - wive uITCH � \1' �c�1\ o G'�s�6� jv' 13 - - - 310 - 5 - - - s - _ Job_- � 6 EI -DIRTY 307 - i 4 06 0_ sG� 21 _ C DITCf o O 19 13 3 - - - - 13 - - - - - - `3 C� �� 61 _ - - - - 3 _ - - I - - 306 - 305.37 TC 301.84TC i S roc .�0 1. 1�, c 5 1 �, 1\•--- s-�,- --- - 20 3 17 306.90TC--- - ° rt. 41 FL 12 �6 30777 , �� `5�,0 5 ��0 "�•�`��o� ^�`\ �`9 s - - - 310- - 5 - - - - 20 - - - - 17 - - - - fit --308.42 TC o - --307.68 TC - ° - - - 306.54 FL ° a a ° ° 304.96 FL tr- 0 307.27 FL - a ° 3 .10 �- 300.5 6 I 15X15 S/GHT • ° �� of - v - �v � 308.92 TC - 309.02 TC .- ' 308.01 FL- - - ° � 306.60 ROLL C B p UT R 300.85 TC 17 \ ° «_ a-� - 8.59 FL ° ° ° ° 307.35 I No, 44113 1 IR/ANGLE � ° 308.51 FL 308.11 � Ta r/ 17.68 FL 307.67 FL 30 . 8 ROLL CU AND GUTTE' .� P VEMENT `�o� - 6 i I - /I. , z 3n S� APPROX/MATE LOCATION 307.76 i 308.57 00 5 - � 306. - 305.15 �r � iJ I CRE p�" • 10 OF SEWER LATERAL PER 6 08.26 _ - \ - - - SNIINE .Qj�� DWG TM 88-183 0549-R tea' 16 - 15- - - - - N8823'35"E 356.97' 2 y� - - --- yy I �304� z I P I IL Z 15 �/� O¢ & CS144 - _ w -� w w i 306 ROLL CURB �I N� GUTTE ° w 2 0 ?g�66 APPROX/MA 7E LOCA TION OF 8 WA TER LINE PER DWG 5197 w AC P VEST w w w i 307.29 APPROXIMATE LOCA 110N - _ a 305.29 TC I I ROLL CURB AND GUTTER 308.07 ° ° - -a- - 11 ° „ o w C 300.96x - � - -W ° w �- 308.61 ° a 307.56 TC OF 18 DIA. RCP PIPE 304.88 FL � z N \ � 06.93 308..50 ° ° ° ° „308.95 T 11 ° ° 308.37 TC - - - `0 307.17 FL PER DWG 5197 �\ 0 ED 307 g ° _ a 11 308.77 TC ° ° 308.54 FL ° 307.97 FL o I I I Z Z 6 °/.F o 20 10 0 20 40 s! \ A PA ENAPPROXIMATE LOCATION 3 ° 0 308.40 FL �� III DEEPENED PCC EDGE -W o 11 \� \ OF 8" PVC SEWER MAIN s s� B PER DWG TM 88-183 00 --- \ 390.25 21 0549-R & CS144 �' `' - - - - - - - - T10 SCALE: 1 " = 20' .� 299.83 \ \ ��'-------------------------- ------ � .. _,nF\ I \ 304h1 ------------------------------- I BY.• CHECKED BY-GNED BY.• DRAWN CHANGE NO. DESCRIPTION APPR01/ED DATE BENCHMARK AS-BUILTAPPROVALS DESIAU WN K$ ENGINEERING DI VISION A PPRO VA L S C/TYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: CITY OF ENCINITAS CONTROL POINT POINT 1017 PLANS PREPARED UNDER SUPERVISION OF APPROVED.• GRADING PLAN FOR: 3/3/22 Jill T. Bankston JOHNSON RESIDENCE RECORD FROM. ROS 18416 VIN N L AM A DATE : MICHAEL S7R/ZIC JILL T. BANKSTON 3400 JASMINE CREST LDEV-014898-2021 ELEVATION.• 421-88, DATUM NAV088 '`�' R.C.E. N0.: 44173 PRINCIPAL 09/ 1/20ENGINEER CITY /1ENGINEER 22 APN.264-091-38 VINCENT L. SAMPO EXP. 613012J DA TE DA TE SHEET 2 OF 3 PRINCIPAL ENGINEER A ENGINEER OF WORK 3 a c� VD L U N co O i L 0 c a U) 0) 04 i 0 3 i co co VD L U c co i L 0 C O N m r2 1 0 w a z w J 2 N N 04 ui �I a 0 \ c9 N11 TEMPORARY VELOC/ Y, - 340- CHECK DAM PER DETAIL 'J? _ �- L. r AND CAS Q,4_ STANDARD SE-4.3� No. 44113 - - ik 330. h " �� 1EMPl dRY 91( NCf PER DETAIL 'L 0 4G AND CASQA DETAIL SE- 4 7 -SO ' S 12' SCALE: 1 " = 20' DAYLIGHT LINE x 323. a� ' MATCH EXISTIA MPORARY VELOCl1 ELEV CHECK DAM PER DETAIL (FL 322 G - AND-CAIn SQA 'o PER DETAIL K' & CASQA �a 109 a AI -10 3 319 v 20 Q DAYLIGHT / 318 LINE 3 2 0 &dRARY VEL / ^CHECK DAMPER DETAIL AND CA SC 31420 _ «,� , $TA#D48P SE - TEMPORARY S1�IL1Z CONSTRUCTION ENTRANCE PER DETAIL 'I' AND CASQA 15'X15' SIGHT TRIANGLE R/W 57 1300.96 ? TC WATER PROOFING PER EXISTING ARCHIIEC GRADE CMU RETAINING WALL'`` PER SDRSD C-2 3" HARDWOOD 18" MIN. ENGINEERED MULCH SOIL*SEE NOTE BELOW 18 - FILTER MATERIAL. CRUSHED ROCK (WRAPPED o IN FILTER FABRIC) OR CLASS 5. 0' 2 PERMEABLE MATERIAL PER SOIL ENGINEER �'�'� 3/4" 3" FlL TER GRAVEL 12" DEEP COURSE TO BOTTOM OF BASIN 6" DIA. PVC PERFORATED PIPE IEiN 311.80 4" CONCRETE FOUNDATION WITH REINFORCEMENT AT THE BOTTOM OF BIO-FIL IRA PON BASIN 9.0, 1.1 6" TG 315.50 p SUB -DRAIN PRA IPE FREEBOARD lE 311.67 9 1 311 CMU RETAINING WALL ENTERING INTO CATCH BASIN _ 0.83'� PER SDRSD C-3 WL J15.501 18718"X�" GALVANIZED FG 314 6 PROTECT CONCRETE STE L PLATE WITH_ 13/16" DIA. ORIFICE DITCH IN -PLACE FOR DRAINAGE -- FL 310.22 1 v5311 0 7.0' DAYLIGHT LINE Y MAX 3.75' 12" DIA. PVC STORM DRAIN PIPE PER (SDR-35) 0 19' MIN. SLOPE IEOUT 311.67 13/16" DIA. ORIFICE DRILLED INTO SIDE OF PLATE. SEE DETAIL D ON THIS SHEET TEMPORARY VELOCITY CHECK DAM PER DETAIL V' ^T AND CASQA WATER PROOFING PER ARCHITECT EXISTING GRADE CMU RETAINING PER SDRSD C-2 3" HARDWOOD MULCH MIN 6" (TYP) 18" MIN. ENGINEERED _ SOIL *SEE NOTE BELOW 3" (TYP) FIL TER MA TERIAL. CRUSHED ROCK (WRAPPED IN FIL TER FABRIC) OR CLASS 2 PERMEABLE MATERIAL PER SOIL ENGINEER / 6" DIA. PERFORATED SUB -DRAIN PIPE ENTERING INTO CATCH BASIN 13/16" HOLE DRILLED THROUGH PLATE " DIA HOLE (TYP) FLOW CONTROL ORIFICE PLA TE DETAIL 0 15.7' 2 35 - -349---r BMP LEGEND \-T 351 -34835 0, PLANTED AND - -34SEEDED TO THE , .349 'MATERIALS 8c WASTE MANAGEMENT BMPs: DEVELOPMENT TEMPORARY I/ELOCITY - -�NM -1 MATERIAL DELIVERY & STORAGE T CHECK DAM PER DETAIL 'J' 110 �- - -� WM-4 SPILL PREVENTION AND CONTROL _ AND CASQA � _ - - - - _ STANDARD SE-4� CONCRETE WASTE MANAGEMENT _ , �' J� 5_ - - - - 344-1- WM-5 SOLID WASTE MANAGEMENT _ 3� I- 200D WM�-9 SANITARY WASTE MANAGEMENT SEE CALIFORNIA STORMWATER QUALITY - - - - - - - - �¢S _ ° - - _343 ASSOCIATION (CASQA) STANDARD DWG. NO. DIRT-= -5 - - - - -��_ _ _ - 3�t�14- _ - / 6 -� WM-6 HAZARDOUS WASTE MANAGEMENT TC-1 FOR ADDITIONAL INFORMATION _ 342• _ -34 ENERGY DISSIPATOR CRUSHED AGGREGATE GREATER THAN 3"0 BUT SMALLER THAN 6'0 12" MIN. FIL TER FABRIC EXISTING GRADE SECTION A -A NO TE. CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE EMI„ A WIDTHUIRED TO ACCOMODATE ANRCIPATED TRAFFIC� 41.44 I -�G ��1p��51 -- \ _ \\ 3 L CORRUGATED �A 19 - STEEL PANELS o_ \� �� ------ ��,,�- -3 �- SILT FENCE DAYLIGHT LINE ;�� N 18 - 25' MIN S�6o 50 3 �\ 5 �95� �^,°' 3�40 �3y6 _ I I MATCH EXISTING GRADE 19 333 \ ICAL INLET PR01 325"T, + I I ,�,J9DETAIL K' & CASQA r III TYPICAL S TA Bl L IZED CONS TRUC Tl0/V ENTRANCE 6 TA IL SE-10[38.- wr- 8 �.50 159 III 1 10 �0 7_ s NO SCALE I I 1 NO TE GRADING INSPECTOR MAY ALLOW CORRUGATED DIRT STEEL PANELS ONLY WITHOUT AGGREGATE. 15 N o I '32992 •. �� •y'S5� 6 - 33f -' � » 9 % DE (MIN.) WEIR OPENING 33310 5`l6 ^ fi 24 33 FOR DRAINAGE OVERFLOW ASSOCIATION SEE CALIFORNIA CASQA) STANDARD DWG. NO. S 333.7 ��1 a -�'- I .� WHERE NECESSARY 7 SE-4 FOR ADDI TIONAL INFORMA TION 2 BAGS HIGH TYP. / ? B TYPICAL INLET PROTECTION (TYP.) PER DETAIL K' & CASQA (/1//VJ_ 2 TAIL SE-10 O *1 _ _ 33 \�c� 4. 3305 �1 �j' 33X7t3 c'�� 3 - 2 DIRT qDq 75 1 - 18 �� 3 a� / T • 6 - -3 1 z p�1 OF - WOVEN FABRIC GRAVEL BAGS / ^ ' G� STAGGERED TYP. 3.30 5 2 Q 333.70 /�/ �jj8p8 2- o� p1RR (TYP.) 334.05 �3 3.2 /� //�� I ,5JA TYPICAL l/EL OCI TY CHECK DAM �!2- - 5 333.DSYO D B so 70 6' �4 '31 tij LINE 1\/ / 5 N ��' 4" PVC PIPE FOR DRAINAGE 7 �3�0 � T r / 2 `�' �' I DEPENDING ON FIELD CONDITIONS 333.� ? 77, 5 a WATER POC 33 10 334� ", " ,Z 333.70 / j�g� // 1EMPORAk 511 r�ENCE ;3 C O o �pq��1,s / DAYLI PER DETAIL 'L' �i 333.1 o o ��S / �/ '> LINE AND CASQA DETAIL SE-1 h'P,•,3 I� 5 ROOF- LlN r\\ 333.70 - LTG.• 2/� 10 `�� - T / r / / / / / / / / / 1 NO TE,• SPEC/AL INSPECT/ON OF THE BMP FACILITIES BY A LICENSED CIVIL NO SCALE SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SE-10 FOR ADDITIONAL INFORMATION I- I WOVE�FA C GRA ELBAG TYPICAL INLET PROTECTION 2io �o !/ ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. 33 ..7 �fj�pTC i�INLEf PRO�E�110N / 7-1_ _ T PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE 1. SET POSTS AND EXCA VA TE A SUBMI TIED WI TH THE FINAL GRADING CERTIFICA TION TO THE ENGINEERING 4' WIDE X 4' DEEP -ii = DETAIL 'K' &CASQA 34 DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCA VA TION, GRA VEL AND TRENCH HE LINE FROM AND - - -_ _ _ _ -�, i �TfllL S� 1 / ALONG THE LINE OF POSTS �� - - / / / / / / / / It I ENGINEERED SOIL DEPTH AND MATERIAL. STORM DRAIN PIPE, OVERFLOW, AND ALL SLOPES MUST BE PLANTED AND ' OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. Ll IRRIGATED OR HYDROSEEDED TO THE /� �" pVr P/ 5 z THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE ENGINEER OF WORK - - - - - SATISFACTION OF THE DEVELOPMENT TEMPORARY VELOCI / _ _ _ PRIOR TO BASIN CONSTRUCTION. �� SERVICES DEPARTMENT. CHECK DAM PER DETAIL J / 1 �, °rl, FT PROTECTION _ - / @ •t A MTHY K' & CASQA - -_ - - AND CASQA / o M N4 V � 4 1 Q STANDARD SE- 110 13' "mil 11= lb"�•- -�61 � -,�,�� -_�.��°1 12, � x 24 � i,-�". � 4 INCHES �� \ \�� j�1 1 2. ATTACH THE SILT FENCING MATERIAL TO 3151�0� - 1�p�1� �121 1�>> 6 11 - I THE POSTS AND EXTEND 2 �, 2 X2 WOODEN INTO THE TRENCH. s e- u - 31 SEE DETAIL BELOW 2 s e- - - 1\�0 PVC 12 ° �� FOR BASIN 1, BASIN 2 POST OR _ � 398 9g w 2 - �9- AND BASIN 3 T3 APPROVED o- - _- _= -__ - --- - --- ItT C 4 307.17 FL zz W i �z o ti 0 W W W" W �a 041' 16� Tw 3 „IT�� . I 308 EQUAL OF 18" DIA. RCP P/PE PER DWG 5197 DESIL TINS BASIN NOTE. BIORETEN PON BASINS SHALL BE EXCAVATED AND USED AS DESIL RNG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIO-RETENTION BASINS SHALL BE COMPLETED ONCE FINAL SITE STABILIZA LION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. CMU RETAINING WALL PER SDRSD C-3. 187187: GALVANIZED WALL FOOTING NOT ENCROACH S1 'L PLATE WITH INTO EXISTING EASEMENT LINE DIA. ORIFICE FOR DRAINAGE 1.08 FL 08.91 F 31 PROTECT o CONC. DITCH IN -PLACES 3 8 0" MAX ��.�.� UUUNIX 5.25' F 3/4" GRAVEL 12 DEEP 12" DIA. PVC STORM TO BOTTOM OF BASIN 4" CONCRETE FOUNDA PON WI TH DRAIN PIPE PER SDR 7. 0' DA YLIGHT LINE REINFORCEMENT AT THE BOTTOM OF IE ®19' MIN. SLOPE. BIO-FIL IRA RON BASIN IEouT 311. 67 6" DIA. PVC PERFORATED 7/8" DIA. ORIFICE DRILLED PIPE /VEIN 311.80 INTO SIDE OF PLATE. SEE DETAIL F ON THIS SHEET BIO-FIL TRA TION BASIN 2 DETAIL *BIO-FILTRATION `ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP SANDY SCALE.1"=5' L LOAM SOIL MIX WITH NO MORE THAN 59 CLAY CONTENT USE BIO 65 SOIL MIX THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL - 5.00' 0.5' lG 315.5U 9 FREEBOARD lE 311.50 11 0.83' L r -TIN 7,, �/ MIN 6" (TIP) 3" (TYP) sw x '51e T ILESS Sm D0I_T AM NUT TEMPORARY ITFENCE `PER DETAIL 'L' AND CASQA DETAIL SE-1 6" DIA. PERFORATED SUB -DRAIN PIPE -ENTERING INTO CATCH BASIN - 718" HOLE DRILLED THROUGH PLATE " DIA HOLE (TYP) FLOW CONTROL ORIFICE PLA TE DETAIL PLAN Vh CMU RETAINING PER SDRSD C-2 WATER PROOFING PER CONCRETE DRIVEWAY ARCHITECT 8" DIA. PVC STORM Tom% DRAIN PIPE PER (SCH 40) 0 19 MIN. SLOPE. 3" HAR! MUL H 0 �h 05 ,�h. FREEBOARD J. BACKFILL AND COMPACT THE EXCA VA TED SOIL. III FILTER FABRIC FLOW I illll '( II /� I11=III=III=1 WIRE � � � :III=III=III=III =- 1=III=III=1Tr � ' ' =1 I I -III -III -III -III -III -III -I 11- ' -1 I I-1TI- NOTE. SEE CALIFORNIA STORMWA TER QUALITY AL TERNA TI VE SIL T FENCE CONSTRUCTION MA Y BE USED ASSOCIATION (CASQA) STANDARD DWG. NO. TF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR SE-1 FOR ADDITIONAL INFORMATION TYPICAL SIL T FENCE EXISTING GRADE CMU RETAINING 18718"X�" GALVANIZED PER SDRSD C-2 STE L PLATE WITH " DIA. ORIFICE FlL 7TER,,--'-FILTER MATERIAL.FOR DRAINAGE CRUSHED ROCK (WRAPPED IN FILTER FABRIC) OR CLASS 19 2 PERMEABLE MATERIAL PER SOIL ENGINEER 18" MIN. ENGINEERED , �o SOIL*SEE NOTE BELOW `s6� 6" DIA. PVC PERFORATED PIPE IEiN 30592 3/4" GRA EL 12" DEEP 4" CONCRETE FOUNDATION WITH TO BOTTOM OF BASIN REINFORCEMENT AT THE BOTTOM OF 1/2" DIA. ORIFICE DRILLED BIO-FILTRATION BASIN INTO SIDE OF PLATE. SEE DETAIL H ON THIS SHEET l"1 I /1 /mil I -rr l A TI ^ A I /"1 A^ 1 A / 7 P•1 r T A It BIO 65 SOIL MIX THE MIN 6" (TYP) 3" (TYP) 6" DIA. PERFORATED SUB -DRAIN PIPE -ENTERING INTO CATCH BASIN -112" HOLE DRILLED THROUGH PLATE " DIA HOLE (TYP) FLOW CONTROL ORIFICE PLA TE DETAIL LOAM SOIL MIX WT1N NO MORE THAN 59 CLAY CONTENT. USE BIO 65 SOIL MIX THE v EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS NE DESIGNED BY- DRAWN BY- CHECKED BY- CHECKED ENGINEERING DI VISION A PPRO VA L S C/TYOFENC/NITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO /Q VLS DESCRIPTION.• CITY OF ENCINITAS CONTROL POINT POINT 1017 RECORD FROM: ROS 18416 ELEVATION.• 421.88' DATUM. NA VD88 VIN N L AM A PRINCIPAL ENGINEER A PLANS PREPARED UNDER SUPERVISION OF DATE : 3/3/22 '-'1' R.C.E. NO.: 44173 VINCENT L. FA OR EXP. 613012J RECO M D: APPROVED: Jill T. Bankston ICHAEL TI lZ/C DILL T BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 09-01-2022 9/1/2022 DA IF DATE EROSION PLAN FOR. JOHNSON RESIDENCE 3400 JASMINE CREST APN.264-091-38 LDEV-014898-2021 SHEET 3 OF 3 3 0 a_ c� i U E co 0 i L 0 0 0 U) M i 0 i 41 i L U 0 0 0 0 U) rn ►2 i 0 i w a z W J 2 N 04 0 < a 0I