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2021-17107 G (Plans)EROSION CONTROL STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIES OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL 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. 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. I Iru III/ 1I/Tr ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. n r.Irn • I unrrn THALL DE DESIGN C NS>R � TION DONE DARDSROF THE CITY THESE EPLANS C NI TAS THE THE AN DIEGO I AREAA REGIONAL STANDARD SDRAWINGSC ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION UPDATE" PROPOSED SINGLE FAMILY RESIDENCE AND ACCESSORY UNIT VULCAN AVENUE" DATED APRIL 25, 2022 (REVISED FROM APRIL 11, 2022) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA LIONS AND SPECIFICA PONS CONTAINED IN SAID REPORTS 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. FORHCONF RMNGT TO ALL LOCAL I GS A E AND FEDE AL MAINTAIN AND HEAL HT S ANDARGS,I HAWS AND SHORING, N ND SHALL BE RESPONSIBLE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCIFD BETWEEN THE HOURS OF 5:JO P.M. AND 7.•30 A.M. NO ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITIFE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MA Y IMPOSE WITH REGARDS TO THE HAULING OPERA TION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. LDEV 017107-2021 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DA IF AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERA PON. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS D/RECRON HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. HEALLTREES, BY NEBONTI�AC OR SO AS TO LE �JRE AREAS HATE HAVE BEEN CLEARED W>W A N EAT ANDTFNI HED APPEARAN E FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCA RON OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATFD WITHIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND 1 IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED I T MUSS HE PLAN S REI SEDACETO AD EN I APPROVED EP R E RENOVAVEMENTS ARtt IN CONFLICT WITH A CITY TREE, IT MUST NOT BE 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN OR PALEOTOLOGIST /N CONSUL TA TION WITH THE DEVELOPMENT DFEOMSOCNNOHLAOEDURESANBSARYDTAMROSRCEEFORGADGC R T NUR AND FOR E�UPN PROCAD YERDATA RECOVERY BE RN ACTTHRES ARE ALLOWED TO RESUME. DURNG CONS7RUC ITONCA080TYA THE P RS NDRESPONSIBLE FOR THE E70505 CA AflON ORMHS ORMHER AUTNORZED REPR S N PROJECT RVE, SHALL I I I IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS' AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA NATIVE AMERICANMONITOR SHALL OCCUR UN L THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. If - SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN EE�CORO ER I WO�LD DE ERMNE HINA TWO�WORKNGT COULD OF BEINGSNOTFIEDI RFD HE LREMA AS FURTHER ES BJEECT FINEDBY H S A R HEIR AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DE7FRMINARON AS TO THE MOST LIKELY DESCENDENT IF PROXMI AMERICAN M TO CWHERE MTHEY WERE FOUND, AZ THE ANALYSISA OF THE REMAINS SHALL ONLY )bCCUR ION-SI TE N >HE PRESENCE OFOTHE TCA NATIVE AMERICAN MONITOR. 9, SITE g ST. ENCINITAS C ST D ST. E ST. � v� 4P W N Z Z _ S1 a m T VICINITY MAP NOT TO SCALE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ANDREA CLINE AT (760) 310-5320, 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 ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. 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 SATISFACTION 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 OPERATION 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 (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWA TER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2Z CROSS SLOPE TOWARD THE IMP/SUP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/SUP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE 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 FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED 0/L/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SANDIEGM0 WATER DISTRICT NOTES: 1. WATER MAINS, LATFRALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WA TER DISTRICT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ����ii�m�yr�>r,i►ire►ii,ii,I�,m,��r�z���y��r.�rrr����,rigi�r.�r���ri�rH,rri�.�y�.�rr�� 6. MINIMUM HORIZONTAL SEPARA PON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. IMPERVIOUS AREA SUMMARY IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 0 SF IMPERVIOUS AREA AFTER CONSTRUCTION: 4,917 SF IMPERVIOUS AREA INCREASE. 4,917 SF IMPERVIOUS AREA NEW/REMOVE AND REPLACE- 4,917 SF STORM WATER STA TEMENT.- THE BIORETEN PON BASINS HAVE BEEN SIZED USING THE SIZING FACTOR OF 4Z OF THE INCREASED IMPERVIOUS AREA. 4,917 SF X 0.04= 197 SF REQUIRED. 400 SF PROVIDED. CONCRETE WASHOUT 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 STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION 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 SPECIFIC 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. EROSION CONTROL 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 VEGETATION, AND BONDED FIBER MA TRIX. ��»r�r�r��,►�r,►I�i�:�r��I,►t'�r����I��r:»����m�m:�I,►r�,r�r,�z��.��• 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 REMOVE 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 PLANTFD ON SLOPES OR WHERE CONSTRUCTION /S NOT IMMEDIATEL Y PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WA IFR USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONS TRUCTIONMATER/AL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWA TER POLLUTION CONTROL REQUIREMENTS THESE SUP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTF 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 DUMPSTFR SHALL BE DISCHARGED INTO STORMWA TER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTFRS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTFR LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTFRS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATFR-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 INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SIZE PORTABLE TOILETS MUST BE /N GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES 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 SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.- A. SEWERS -CARDIFF SANITATION DISTRICT - (760) -633-2700 B. GAS & ELECTRIC - SDGE - (760) 438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800-227-2600 D. TELEPHONE - SBC BELL - (760) 489-3411 E. CABLE TV - COX COMMUNICATIONS - (760) 806-9809 X2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE (760) 633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SHEETINDEX SHEET 1 TITLE SHEET SHEET 2 GRADING PLAN SHEET 3 DETAILS AND SECTIONS SHEET 4 EROSION CONTROL DEPARTMENT OF ENVIRONMENTAL HEAL TH Q��trApproved 60 71 partment of Environmental Health If Al1hI , PUBLIC WORKS 10-3-2022 lG DA TE PLANNING DIVISION 1103 SIGN u DA TE ANDREA CLINE 722 LEEWARD AVENUE. SAN MARCOS, CA 92078 SITEADDRESS 89, 91 & 93 N. VUL CAN AVE. ENCINITAS, CA 92024 ASSESSOR'S PARCEL NO. 258-090-31 DATE OF SURVEY JUNE 6, 2017 & APRIL 13, 2022 BY SAMPO ENGINEERING, INC. AND CE&LST CORPORATION PHONE NO. (760) 436-0659 LEGAL DESCRIPTION PARCEL 4 OF AUSTIN TRACT, IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO PARCEL MAP 10529 THEREOF FILED IN BOOK OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON OCTOBER 2, 1980, AS INSTRUMENT NO. 80-34034. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND ACAINS T 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 INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS SIGNATURE DATF.• 9114122 ANDREA CLINE STATEMENT OF ENGINEER OF WORK PROPERTY BOUNDARY PROPERTY LINE/RIGHT OF WA Y SET BACK LINE EASEMENT LINE DAYLIGHT LINE EXISTING CONTOUR EXISTING ELEVATION EXISTING TREE EXISTING LIGHT POLE EXISTING CURB EXISTING MARKING EXISTING WATER MAIN NEW CONTOUR NEW ELEVA TION CONC. EMBEDDED SWALE DIRECTION OF FLOW CONCRETE PAVEMENT BIO-RETENTION BASIN AC PAVEMENT AND BASE PERMEABLE PA VERS PRIVATE CATCH BASIN CMU RETAINING WALL BUILDING RETAINING WALL SUBDRAIN PIPE CONCRETE BROW DITCH SEPTIC TIGHT LINE SEEPAGE PIT SEPPC TANK RIP -RAP ENERGY DISSIPATER CURB OUTLET DOWNSPOUT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS 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 DETFRMINARON 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 THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: 9113122 JOEL VALDOKNOS COMPANY.• CE&LST CORPORATION ADDRESS: 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 PHONE NUMBER: (760) 436-0660 RCE EXPIRES: 9/30/2J SOILS ENGINEER'S CERTIFICATE I, HTHAYA SINGHANET, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS /N THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STA TE THA T IT IS OUR PROFESSIONAL OPINION THA T A SAMPLING AND STUD Y OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON FEBRUARY 28, 2018. ONE COMPLETF COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDA TONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS SIGNED. 4' lo VI THA YA SINGHA NET F ESS/Q� PE NO.: 782 G.E EXPIRES: 12/31/202J SIGNED: MARK BURWELL CEG NO.: 2109 GE EXPIRES 5/31/2024 COMPANY COAST GEOTECHNICAL ADDRESS.- P.O. BOX 230163 ENCINITAS CA 92023 PHONE NUMBER: (858) 755-8622 EARTHWORKDATA MAXIMUM VERTICAL DEPTH OF CUT = 7.7 FEET MAXIMUM VERTICAL DEPTH OF FILL = 3.6 FEET !KIJ'�YbYN'I FILL = 221 CY EXPORT= 324 CY REMEDIAL = 818 CY (3.5' REMOVAL AND RECOMPACTION UNDER, AND 5' OUTSIDE OF BUILDING AREAS) AVERAGE DEPTH OF CUT (545 CY X 27)/7901 SF= 1.9 FEET AVERAGE DEPTH OF FILL=(324 CY X 27)/5225 SF= 1.7 FEET PARKS AND RECREA TION Bob Keeley Sf/6_3_22 DATE SIGN q 9 G� 782 w � P J'J For EC HN��' 711 � X�F�� SAN DIEGUITO WATER DISTRICT �OQ Nql G' O w2109 �l c� CERTIFIED c/) ENGINEERING GEOLOGIST �Q 9�FOF cod ,� -82 - X 82.43 go V�� 71A �1 -SD--M SD -SUB-SUB > > O 0 STORMWA TER TREA TMENT STA TUS: 1 STANDARD PROJECT TYPE OF TREATMENT: 510-RETENTION BASIN & LANDSCAPE AREAS LIMITED ACCESS: YES- REAR YARD AND FRONT YARD LOCATION MAINTENANCE RESPONSIBILITY OWNER 10/04/2022 DA TE ENCINITAS FIRE DEPARTMENT Steven Kelly Gaff rey 10/4/2022 DA TE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGNED BY.• DRAWN BY.• CHECKED BY ENGINEERING DI VISION A PPRO VA L S CITYOFENCINITAS-DEVELOPMENTSERVICES DEPARTMENT DRAWING NO. AO AO JV PNT N0. 1032 STATION NAME "ENC-32" 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB EAST SIDE OF WLCAN AVENUE, 200 FEET NORTH OF E STREET. DATUM. NAVD88 ELEVATION.• 92.004' IN DATE PLANS PREPARED UNDER SUPERVISION OF � DATE c j/ 9/13/22 R.C.E. NO.: 65256 JOEL VALDOVINOS ENGINEER OF WORK EXP. 9/30/23 0 EN D.' APPROVED: Jill T. MICHAEL ZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 10-05-2022 10-20-2022 DATE DATE GRADING PLAN FOR: 89, 91 & 93 N. VUL CAN A VENUE N. VUL CAN RESIDENCE APN.• 258-090-31 PLANNING CASE NO.- CDP-004586-2021 LDEV-017107-2021 PUBLIC WORKS JOEL VALDOVINOS DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 10F4 CO:vSTRUCTI011';VOTES: 11111I I I 1 I I I x I 1 IIII 7.69 \ � APN.• 258-090-30 � � i � � I I co I I � � ti° / �'714 1. THE EXISTING TOPOGRAPHY SHOWN HEREON PREPARED BY SAMPO ENGINEERING ON II1h' 10 7 > 6113/17 AND OFFSITE TOPOGRAPHY BY CE&LST ENGINEERING COMPANY ON 4113/2022. \I I I II I II \ z - - - - - G I 1 0� I �o I I / 7 >� �65 2 PROPERTY LINE BEARINGS AND DISTANCES SHOWN HEREON CALCULATED PER PM 10529. I IIIII III 11� \ 30.00 ,0 3 I I �'''ti� h `� '� h° p 8 h° I I I I x I.IIII I I \ I \ a \ EXIS NNICATION LINE I '� _ - - _ o o m o '� h / I I I I � I � - - x85.9 "� c� _ � � "° �° � � o I � �,� �'�hoh° � ��� � \� / /��0 '�� /_� 75.16 TC J. A PRELIMINARY TITLE REPORT PREPARED BY AMERICAN TITLE COMPANY DATED APRIL 874111 I I� \ - - - - 2 COM U I a o o ' 0 o I \O O°' - / >�oo \ 14.63 FL 26, 2021 AS ORDER NO. DIV-65795JI WAS REVIEWED FOR EXISTING ON -SITE EASEMENTS „ I �25.p0 z BMH o ^, o `� - _ SAID REPORT REVEALED ONE EASEMENT THAT IS PLOTTED HEREON. I III 14 3 F a o I o I I LSD 11 AC P I RIM. 78. , -l- 0 o AVEMENT 5' EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR ROADWAY 3°_� AAEXISTING PURPOSES RECORDED 212011980 AS INSTRUMENT NO. 80-058090, OF OFFICIAL II I II II I I III \ \ >>S �� \ x8.7 ' \ s 8 ������ ���� E~ �' - 8 CB SDI 1 ° I 1 10 RECORDS I IIII i \� f5 LF AC BERM �� >>��� I a \ ` \ \ �s ��� I C THE FOLLOWING EASEMENTS HAVE NO LOCATION SET FORTH AND THEREFORE ARE NOT I IIII \ � � � a \ � � �, 0 8 a�'�� " 18564 s D �9 0 - �,�J?�o� / � � � � I � �� GIN CONC. PLOTABLE (NUMBERING PER THE PRELIMINARY TITLE REPORT) IIIII IIIII\ � PER G-5 18 3 � \ I i � \ � Aso ��.�� N774156 Su 4 TW 84 0 sua \ \ \ x � � � - f�- `� - lEsue 76.0 �o � > BE 90 � 1 I I III @ 5.1 TAPER w 78.4 I l ���o ue Ue I FS 83.16 F 84.5 6 - I �� i SS FI 74 S�p1 RT 4 AN EASEMENT GRANTED TO SOUTHERN CALIFORNIA TELEPHONE CO. PURPOSED THE I I II I I I \ \ 71. jo rCl a \ I I x81.7 \ ROOF- # III 3 CONSTRUCTION, PLACEMENT OPERATION, INSPECTION, MAINTENANCE, REMOVAL AND I IIII III 760 \ \ > " \ - 10 1F- I I I 3 EP > ' �� �� L o� ue- ��' - -suB- - W�8 - 1 h��gp 14- - REPLACEMENT OF 3 POLES AND ANCHORS RECORDED 4/12/1934 /N BOOK 291 AND III 69� aEsue 59 - _ �s 1g5 J - pIT 1' li 1� I 0 14 > �' PAGE 75, OF OFFICIAL RECORDS III III A \ \ 20.00°J !� FG I I I \ 5 4 \ IW 3.16 g 0 ro '� 60 1 80 �, 5 AN EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSED III I I \ \ $ '� , �' - - - 1 FS p � 0 0 � '�• .� '�' 18 18 � •moo d � 1 / s � , # IIII I \ - - -77- - � \ \ \ $Z• < � � • / / s] 17 � � � .79 � s 0 � `"' - 75.65 � / �i I , IEsue 74.00 �wHT POLE 74.49 TC EITHER OR BOTH POLE LINES, UNDERGROUND CONDUITS TOGETHER WITH THE RIGHT OF I I IIII �\ WM I \ �,16 5 - ,� s 11 7 74.00 FL INGRESS AND EGRESS RECORDED 7/3/1979 AS INSTRUMENT NO. 79-276787 OF c I I I \ 1 ^� /Esr� 8 s g >u' , I I I - .. II II �W \ ,o o \ - e FS83.160 \// /� - 6 - 8 \ 3\ / I I 4.0 --- OFFICIAL RECORDS II I \ 42.p0 \ 25.0 ,� i \ , I I I \ II \ I PROPOSED MAIN I I II I I I v FYSB I I- �. -. v x 3 9� I I -- RYSB v 4. EXISTING OVERHEAD SERVICE LINES TO THE PROPERTY SHALL BE INSTALLED IIII III `° N04D FRAME - _ FLOOR 511�5 �� /Esue 75.5 7 v Vi �h I 1g. j I \ UNDERGROUND. II I I I I I I III I A 14 8 \ V lEsve 8.00 - �Oo ��'` - - - FF S 1 I \ \ .16 _ - - OPOSED MAIN FLOOR , 17 ABOVE GRADE I 1 v I z 11 5. ANY PROPERTY MONUMENT THAT IS DISTURBED OR DESTROYED DURING CONSTRUCTION I I IIII \ \ PR I JADU TW SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD MAP I I I IFF 84.75 SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. THE III III PROX. LOCATION OF 1.00 5. 00' A \ \ \ 817 \g�� 1��� 19 18 _ TORAGE LOUR II x77� 1q I FF 75.75 TF 4 55 I I 1� CONTRACTOR SHALL BEAR THESE COSTS I \ C AP ECTRICAL LINE I 0 0 �� V�iG 83 e 1 -G S EVEL 1% lI I 1 _75.0 --- 5 4 / I I I `73 I i I 7 12 1 V1111,1`11 III - EXISTING EL \ see L I VACANT L0, PAD \� I 2 I 6. ALL STREET SIGNS LIGHTS, LAMPS UTILITIES, ETC. LOCATED WITHIN THE PUBLIC IIIIII\ \ \ n 14 1 I \ I F 1 FF 75.75 AM: 258-096 � - - - -SEWER POC RIGHT -OF -WA Y SHALL BE PROTECI-ED IN -PLACE DURING CONSTRUCTION OR REPLACED IIII II II \ %b - 30.0 I �^30,8 I ' ' 3/ / I PAD 75.0 I -73.40 \ I , 1 17 / IE 72.55 15 I �"� TO THE SATISFACTION OF THE CITY ENGINEER. III I \I I I __ I x7�/ I 1 ROOF 1I / I I I I I I I DAYLIGHT x IIII IIII\ 1\ z I \ \ _--_ �,� I STORAGE ® � ���_ _� 7T� � -' ® 1 / II 1� � ' �"' LINE 3 I I ti o,`l / I I I I I I LINE 7. EXTERIOR SLABS ON GRADE SHOULD BE A MINIMUM OF 4.5 INCHES THICK AND 111 I I II 0' !� \ DAYLIGHT\-�� m EL - - - I l AGE I g i ► 1 �`� 15 1 I I o 73.95 TC AC PAVEMENT REINFORCED WITH NO. 3 BARS PLACED 18 INCHES ON CENTER IN BOTH DIRECTIONS THE r,, I II I 25. 1., SAWCUT \ LINE \ N1 LOWER LE I I GAR I ��� I 16 I e, / I I I - I BRUSH 73.60 FL SLAB SHOULD BE UNDERLAIN BY A MINIMUM 2.0-INCH COARSE SAND BLANKET SE. N YI I I w LIMIT OF PROPOSED -� I ( LINE 75.75 1B I � \�` � -�ou� \ � I FF 75.75 I II II l FF AT FRONT 75.34 GREATER THAN 30). WHERE MOISTURE SENSITIVE FLOOR ARE USED, A MINIMUM 10. 0-MIL m ¢ I \ 75.50 L 6� STREET WIDENING 1 / - VISQUEEN, STEGO, OR EQUIVALENT MOISTURE BARRIER SHOULD BE PLACED OVER THE m I I II I III \ \ 100' �� 4 PER PM 10529 \ PAD 75.0 I I i> S� SAND BLANKET AND COVERED BY ADDITIONAL TWO INCHES OF SAND S E. GREATER �� I I \ x �, 8 \ \ 1 / / GHT / I 11 / T BACK 75.75 ( I IIIII\ � ,�a �� � \ � YL1 ��B10 I 1 / I PROPOSED MAIN FLOOR I � I PAD 74.59 s � 1 ' THAN 30). REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS I I i �11111 I \ 75..37 IC 76 00 i l� 1 DA / I FF 84.75 - FF A I �s 8 ,1�' x 11 PAD 75, 00 _ 2 / / 1 1 I'\ \ 72. 89 \ 50) C \ I LOWER LEVEL I I 83.9 I I 73.99 EP 75 a I I ---- I � LINE I 8. ALL RETAINING WALLS SHOULD BE PROVIDED WITH AN ADEQUATE BACK DRAINAGE ; i 1 I �. \ (FL I \ \ \ � gQ � m I I I � 16 ---- / / � II z \ � SYSTEM. A GEOCOMPOSI TE BLANKET DRAIN SUCH AS MIRADRAIN 6000 OR EQUIVALENT I I I I 1 I I \ - 3 4 51 L" T \ \ (G 11 g0 _ - / / I FF 75. 75 I 2 33.1 I I ► I 6 I �, � v / NEW ADU \ � 73.28 TC IS RECOMMENDED BEHIND WALLS AL TERNA RVEL Y A 4 " PERFORA TED PVC PIPE WI TH z 111 I I I I I \ LIG r NC. \E 16 -I- _ I / I I I 1 1 < I I \ 72. 78 FL CRUSHED ROCK WRAPPED IN FIL TER FABRIC (MIRAR 140N) MA Y BE USED. SEE CROSS i I I I \ \ P D / 1 0 c� PAD 75. D 1 1 y I 1 I I / FF 76. 0 SECTION BELOW REFER TO SOIL REPORT FOR A00110NAL RECOMMENDATIONS ZE1 I I II I II I - - \ I I 9 5.00 I 13 / 0 2 II - s PAD 75.3 I I 72 I�25.0 I � 0 s •�� 16 � x76.9/ I� 1 9. STORM WA TER RUNOFF SHALL BE DIRECTED AWA Y FROM FOUNDA RONS AND AROUND a IIIII I I \ \ 25. 0' I \ \ / 3 1 `c,'\�`� i - _ - - - err ,' I I / x73.2 I I r� I X THE STRUCTURE TO A SUITABLE DISCHARGED LOCH RON. REFER TO SOIL REPORT FOR � 1 I II I II I I I \ w tlti I 18 s�j i - - OOF LINE-- , I I / l / 1 l> I I I I LIGHT PONE 72.4 ADDITIONAL RECOMMENDATIONS a 1 I I I1 I I� I 16 H® 1 I I �� O R 3 - 7541 I 73.10 TC z I I 25.0 \ \ TC 74.23>�>G `o` , I 1 IDS ryo - 1 1 I SEWER POC l / >SD I I I I DAYLIGHT 10. ASPHALT CONCRETE PAVEMENT SECTION SHALL BE A MINIMUM OF 4 OF ASPHALT a I +� o ' 3 7g IS I >S - - l - - - - 1 ' I 72.59 FL CONCRETE OVER 6" OF CLASS Il BASE ON 12" OF COMPACTED SUBGRADE SOILS SOILS 111111I \ AFL 7¢15 44 >S �T> IE 7306 / ENGINEER TO PROVIDE EXACT SECTION. I I m 20.00 4.u� a 11JIIIII �I a A>�8 7 STEP o GURU - It _ 11. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR I I I I �, REMOVED WITHOUT A PERMIT FROM THE CITY. a I 1 I 1 \ �0 1 2% MA z {5 TC 77.00 s_ 12. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL1 I I I \ z E I \ o o �� o 3�� FSL•16�� a SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. I I �� 21 0 g1 I I II 3 v s� 13. PA VEMENT UNDERDRAINS ARE RECOMMENDED AND SHOULD BE INCORPORA TED IN THE III 11111 a 6 I l'� N `� 5%; 2q DESIGN FOR PROPER COLLECTION AND DISPOSAL OF RL IRA TED STORM WA TER. THE CONCRETE CURB MO�NN�MBOTH DSIDES �NOCF THE BPERMEABLE BAPAAVEDRFSEHCETION �SNHOHULD��BE �ECTION. DWHERE PERMEABLE PA I�ERSHEMSEET LFOUNDA TIO ,, THE TF003�NGSCSHROULD BE I I I 1111I �y�1_19 1y 16 1� T DEEPENED TO A MINIMUM OF 18 INCHES BELOW THE BASE OF THE 3� INCH ROCK I I I IIII o - - q 73 00 4. c���' �. IE 1 SECTION TO REDUCE POTENTIAL SATURATED FOUNDATION BEARING SOILS. THE I I 1 1111I PERMEABLE PAVER SUBGRADE SHOULD BE INCLINED AWAY FROM FOUNDATIONS I o I g E OUT 7250 AND PROVIDED WITH AN IMPERVIOUS LINER FOR A MINIMUM OF 5.0 LATERAL FEET I I III I AWAY FROM THE FOOTING. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS I I I III 1� \ 3;c I 72.78 TC � 1 � 12 13 �1�1�'�� - 13 I - 14. REPLACE EDGE OF STRIPPING PER MUTCD AND/OR CITY STANDARD IF DAMAGED I I I 1 I II \ °p 7270 3 4 1 ST _ .� 1 DURING CONSTRUCTION I 1 1 I I J \x , �, -- �� 7 ?o x1 - - �- 15. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT BOUNDARY AND I I IIII \ I� 7248 \S� 1� 8 I o G9HH 18W 747 12 2 3 EASEMENT UNLESS A LETTER OF PERMISSION IS OBTAINED FROM OWNERS OF THE 1 I 1 I I71.65 EP �P��� �G 1�. �Oi� , z " -' 3 WL 72.80 AFFECTED PROPERTIES AND PROVIDED TO THE DEVELOPMENT SERVICES DEPARTMENT. 1ti s, 72. - FG 72.3 P- 19 4 IIIII - ll� 72.19 TF 70.00\ \ w oN6 FG 72.3 16. ANY WALL, FENCE OR COMBINA RON THEREOF EXCEEDING SIX FEET IN HEIGHT AND I I 1 I I I /� I m I m G° BIM 69.28DIA TREE FACING ANY NEIGHBORING PROPERTY OR VISIBLE FROM THE PUBLIC RIGHT-OF-WAY I I � a CG--71.94 TC �G� , SHALL BE SUBJECT TO DESIGN REVIEW PURSUANT TO SECTION 23.08.040.A.I OF THE I III I 71.5f,TC r- 6 �� - 71.46 FL > ENCINITAS MUNICIPAL CODE. WHERE A MINIMUM TWO FEET HORIZONTAL OFFSET IS IIII I �3 PROVIDED, WITHIN WHICH SCREENING VEGETATION IS PROVIDED TO THE SATISFACTION I I I 71.14 8 71.33 \ OF THE DEVELOPMENT SERVICES DEPARTMENT THE FENCE/WALL MAY NOT BE III a CONSIDERED ONE CONTINUOUS STRUCTURE FOR PURPOSE OF MEASURING HEIGHT AND I I I I 5 - / LIGHT POLE - MAY BE EXEMPTED FROM DESIGN REVIEW PROVIDED NONE OF THE OFFSET FENCES OR I I I I ) \ 8 - 71.11 71.65 TC. 0 / WALLS EXCEED SIX FEET IN HEIGHT 1 I 1 \ I N AC PAVEMENT \ 4 5 1 71.18 FL LEGEAD SYMBOL / - \ PROPERTY BOUNDARY - - 1 i / I I - \ o \ a 71.12 TC / FL x719 o a I 71.92 TC PROPERTY LINE/RIGHT OF WAY 13i I I l m ,71 ;53: 70.1 2 TC/ 70.66 FL 71.42 FL SET BACK LINE I I I/ I I z Q) o \ \ x 71.41 1 I I I 70.54 wFL_ a AC PAVEMENT \\ EASEMENT LINE - - - - - - I III I I ti . I \ DAYLIGHT LINE N I I I I z"\ I I �� a a EXISTING CONTOUR - -82 - - I I I I a I ��� � � 69.69 9 69 6.9 67 FL \ \ EXISTING ELEVATION X 82.43 KEYNOTES' LINE72.94 �S>6 7 72.44 R 16 3 _ _ - - ��O I L-- / I I 'k72.9 13• 3 16 N � 1' 0 �. , . - _ _ - I 1• 11.4' z G OC 2 y�� z I 7 1 suer ti 1 �1 �� I I GETATION 72.62 TC x72.10 F 10 �s VE25 0 -- _ -- I �F I -�_= 72.12FL 12 -------------- zz 13 - 12 75 75 13 j12:1 7X ��\10" 74 2:1 72 N8356105"E 175.17' x72.5 - - - - - - - - t - '1.6 \ �c 2 - DAYLIGHT - - LInwiV LINK f1w 19 17 \ SIGN 72.40 TC 19 2 4 DA. 6 �0 19 LINE ��9 \ / 71.93 FL - - _ IREF�i� DIRT /CV BOX >>9 x71.4 _ x>j� LIGHET POL 71.15 TC 71.24 TC - �- 0- 71.34 TC 70.64 FL 70.72 FL _ ®®® ! 72.16 TC AC PAVEMENT - 70.86 FL -� 71.63 FL _-- 71.387C 71.44TC 70.86 FL aK 2 MAP 148 70.95 FL \ \ 71.76 TC \� \ AC PAVEMENT x70.62 \ 11 AC PAVEMENT \ 71.24FL - " X70.77 CO TTOV WOOD CREEK PARK x x x7136 APN.• 258-090-20 7n 70.34 70.72 ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT HOLD HARMLESS FOR DRAINAGE AGREEMENT ITOTE'A SEPARATE RIGHT-OF-WAY CONSTRUCTION RECORDED 2022, RECORDED 2022 PERMIT IS REQUIRED FOR WORK WITHIN THE PUBLIC AS DOCUMENT NO. 2022- OF OR AS DOCUMENT NO. 2022- OF OR RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN THE RIGHT-OF-WAY PERMIT. x71.12 EXISTING TREE _ gnu u�` C DEMOLISH/PROTECT IV PLACE O EW I.MPROVE.IIEWS STOR IDRAI.V/WATER QUALITYO �� 1. DEMOLISH EXISTING AC BERM 1. RESIDENCE PER ARCHITECT'S PLANS 1. 24" WIDE CONCRETE COBBLE LINED SWALE PER DETAIL D ON SHEET 3 EXISTING LIGHT POLE 2 DEMOLISH EXISTING TREE 2. GARAGE PER ARCHITECTS PLANS 2. 12712" PRIVATE CATCH BASIN BY `NDS" OR APPROVED EQUAL EXISTING CURB J. NOT USED J. PERMEABLE PAVER PATIO BY UNI-ECO PER DETAIL `B" ON SHEET J. SEE CONSTRUCTION NOTE NO. 13 J. PRIVATE 6" DIA. PVC STORM DRAIN PIPE (SDR-35) SLOPE @ 1q MIN EXISTING MARKING 4. PROTECT STREET LIGHT IN -PLACE 4. CMU RETAINING WALL PER SDRSD C-1, WALL DRAINS PER C-7, C-8 4. (400 SF) Bl0-RETENTION BASIN PER DETAIL 'A" ON SHEET 3 5. WATER SERVICE AND WATER METER TO BE UPGRADED FOR FIRE 5. PERMEABLE PAVER DRIVEWAY BY UNI-ECO OR APPROVED EQUAL PER DETAIL `B" ON SHEET 3 5. 24" WIDE PCC BROW DITCH PER SDRSD D-75 TYPE B EXISTING WATER MAIN SPRINKLER. SEE KEY NOTE ® UNDER UTILITIES 6. CONCRETE DRIVEWAY PER SDRSD 6-14C 6. CURB OUTLET PER SDRSD D-25 TYPE A NEW CONTOUR 83 6. PROTECT CONCRETE SIDEWALK IN -PLACE 7. RAISED PLANTER 7. RIP -RAP ENERGY DISSIPATER PER SDRSD D-40 TYPE 2 USE 12 BACKING 12" NEW ELEVATION 83.30 �- 7. PROTECT SDGE BOX IN -PLACE 8. WOOD BRIDGE THICK OVER 12" DEEP D.G. FILTER BLANKET CONC. EMBEDDED SWALE - 8. PROTECT CURB AND GUTTER IN -PLACE 9. ADU PER ARCHITECTS PLANS 8. 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR 35) p� n 4 - Lpw r 9. PROTECT STREET LIGHT BOX IN -PLACE 10. BBQ PER ARCHITECTS PLANS 9. 4' DIA. PERFORATED PVC SUB -DRAIN PIPE (SCH 80) @ SLOPE @ 1%MIN. Approved DIRECTION OF FLOW - - 10. PROTECT TREE IN -PLACE 11. GATE PER ARCHITECTS PLANS 10. CONSTRUCT SILL, CLASS 420-C-2000 CONCRETE AROUND 3 SIDES OF RIP -RAP 1]epartment of Environmental Health CONCRETE PAVEMENT 11. REMOVE AND REPLACE FENCE AFTER GRADING OPERATION 12. WOOD FENCE PER ARCHITECTS PLANS 11. PRIVATE 6" PERFORATED STORM DRAIN OVERFLOW OUTLET PIPE 'SPREADER" LAID � j 12 PROTECT PACIFIC BELL MANHOLE IN -PLACE 13. COVERED PATIO PER ARCHITECTS PLANS LEVEL AND CONSTRUCT TO OUTLET IN A SHEET FLOW MANNER. CAP PIPE ENDS. � ! Date BIO-RETENTION BASIN 13. PROTECT AC BERM IN -PLACE 14. 6" CONCRETE CURB AND GUTTER PER SDRSD 6-2 12. 13. PRIVATE 8" DIA. PVC STORM DRAIN PIPE (SDR-35) SLOPE @ 1q MIN PAD 3'X3'N0. 3 BACKING RIP RAP 1=0.6'D50= 0.40' / AC PAVEMENT AND BASE 14. PROTECT AC PAVEMENT IN -PLACE 15. CONCRETE SIDEWALK PER SDRSD G-7. SEE CONSTRUCTION NOTE NO. 7 J PERMEABLE PAVERS 15. PROTECT RAMP IN -PLACE 16. 6" WIDE BY 28" DEEP PCC FLUSH CURB PER DETAIL 'B" ON SHEET 3 UTILITIESO QQ`9�ESS1a PRIVATE CATCH BASIN -SD--M SD 16. PROTECT SIGN IN -PLACE 17. BUILDING RETAINING WALL PER STRUCTURAL ENGINEER 1. (1,000 GAL) SEPTIC TANK TRAFFIC RATED DESIGN BY OTHERS ' ,LDO C 'cr �! 17. PROTECT PROPERTY MONUMENT SEE NOTE CONSTRUCTION NOTE NO. 5 18. WOOD STAIRS ABOVE GRADE PER ARCHITECTS PLANS 2. SEEPAGE PIT DESIGN BY OTHERS '� � � +✓' CMU RETAINING WALL 18. PROPERTY MONUMENT NOT FOUND. TO BE RESET AFTER CONSTRUCTION 19. WOOD FRAME PATIO ABOVE GRADE J. SEPTIC TIGHT LINE DESIGN BY OTHERS BUILDING RETAINING WALL 19. PROTECT FENCE IN -PLACE 20. OUTDOOR SHOWER `H ' 4. DISTRICT TO UPGRADE TO DUAL METER PER WS 03, WS-09 4" FOR DOMESTIC �' - 21. PCC CURB MODIFIED PER SDRSD G-1. SEE DETAIL ON SHEET 3 AND 1 "FOR FIRE SPRINKLERS AT OWNER'S EXPENSE. SUBDRAIN PIPE -SUB-SUB 22. PERMEABLE PAVER STEPS PER ARCHITECT'S PLANS 5. (1,500 GAL) SEPTIC TANK TRAFFIC RATED DESIGN BY OTHERS IV1\,\� CONCRETE BROW DITCH i 23. ELEVATOR PER ARCHI TECT S PLANS 24. 8.5X18' PARKING SPACE PER ARCHITECT'S PLANS 6. ALTERNATIVE WASTE STREAM LINE PER SEPTIC ENGINEER f OF SEPTIC TIGHT LINE 7. 4" DIA. PRIVATE SEWER PVC (SCH-40) TO SEEPAGE PIT SEEPAGE PIT O 25. AC PAVEMENT AND BASE. SEE CONSTRUCTION NOTE NO 10 8. RESERVE SEEPAGE PIT DESIGN BY OTHERS '. 26. DEEPENED FOOTING WALL PER ARCHITECTS PLANS SEPTIC TANK 0 27. CMU RETAINING WALL PER SDRSD C-5, WALL DRAINS PER C-7, C-8 a RIP -RAP ENERGY DISSIPATER 28. CMU RETAINING WALL PER SDRSD C-4, WALL DRAINS PER C-7, C-8 10 5 0 10 20 29. CONSTRUCT IMPERMEABLE LINER AGAINST BUILDING AND EXTEND 5 FEET MINIMUM AWAY FROM ; CURB OUTLET BUILDING TO KEEP RUNOFF FROM MIGRATING BELOW BUILDING FOUNDATION LINER TO BE INSTALLED AT DOWNSPOUT OO BOTTOM OF GRAVEL LAYER SCALE: 1" = 10' CHANGE NO. DESCRIPTION MLE 1`_- 5' APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGNED BY I DRAWN BY I CHECKED BY- ENGINEERING DI VISION A PPRO VA L S CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO I AO JV PNT NO.. 1032 STATION NAME 'ENC-32" 2" SD. CO. ENG. IN DATE PLANS PREPARED UNDER SUPERVISION OF 0 N D: APPROVED: ' GRADING PLAN FOR. 89,91 & 93N. VULCANAVENUE DEPT. BRASS DISC SET IN TOP OF CURB EAST SIDE OF WLCAN AVENUE, 200 FEET NORTH OF E STREET. JOEL VALDOVINOS DATE PUBLIC WORKS I/ DATE : 9/13/22 Jill T . MICHAEL STRIZIC JItL T. BANKSTON N. VULCAN RESIDENCE LDEV-017107-2021 PLANNING REVIEWER R.C.E. NO.: 65256 PRINCIPAL ENGINEER CITY ENGINEER 10-05-2022 APN.'258-�9U-31 DATUM.•NAVD88 ELEVATION.• 92.004' JVVINOS O 10-20-202, PRINCIPAL ENGINEER DATE INSPECTOR ENNGGINEEERR OF WORK EXP. 9/30/23 DATE DATE PLANNING CASE NO: CDP-004586-2021 I SHEET2OF4 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL �S� �8�r o VOID VOID FILLER - 1/8" TO 3/8" (NO. 8) *18" MIN. ENGINEERED SOIL EFFECTIVE AREA=400 SF. SEE WEIR DETAIL TO RIGHT I WEIR CAPACITY -- 1- PL Qtoo=3.02 076" PCC FLUSH CURB AGGREGATE IN VOIDS OR DEEPENED G-1 CURB BEDDING COURSE - 2 APPROVED PERVIOUS THICK OFl/8" TO 3/8" (N0. 8) 24- MIN., U.N.O. LINED SWALE 3.00' PAVERS W/MIN. 3/8" VOID ra \�\\�\\�\\�\\� JOB6LECOBBLE WITH 2" EMBEDMENT �'QF 3 PERMEABLE 3" HARDWOOD WOOD FENCE WEIR DETAIL MULCH ° a a /\/\/\/\/ // // // // //. ��, W 3 z Q�� ASPHAL T CONCRETE PAVEMENT PAVER DRI VEWA Y 29 �y> I CHOKER COURSE - 4 7HICK OF 3 8" TO 1 2 2 ° / / • . %\\%\\j\\j\\%� \//\//\//\//\/ �i ° » 18 12 SEC110N SHALL BE A MINIMUM OF 4 OF ASPHALT CONCRETE - _ p z 2 p pp p 1 MAX. p „ 4 DIA. PERFORATED PVC SUB -DRAIN PIPE �� 1 WL 72.80 (NO. 57) CRUSHED ROCK n 4///// MIN. 6 THICK ° \\ \\ \\ \\ //\//\//\//\/ 3 2 X18 GRIND JOINT -- _ '�, OVER 6 OF CLASS Il BASE ON 12 OF COMPACTED SUBGRADE SOILS. _ p p p p p (SCH-80) �� CMU RETAINING WALL a CHOKER COURSE - 4 1NlCK OF 3/8" (NO.. 8) AGGREGATE OF 3/4 CRUSHED ROCK ° 4" DIA. PERFORATED PVC SUB -DRAIN EXIST AC PVMT ,-' NEW AC �� �� 29 MAX. °III p p I - p p 6" 470-C-2000 CONCRETE OR PER SDRSD C-4 TF 7p p ° //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ PIPE (SCH 80) 0 SLOPE 0 IZ MIN. PVMT III III 6" 2500 PSI AIR PLACED CONCRETE CMU RETAINING WALL PER SDRSD C-4 SOIL SUBGRADE`/\//\//\//\//\//\//\//\//\//\//\ ° /\\/\\/\\/\\/\\/\/\\�\\�/�\/�\/� �, ° \ \//\//\//\/� y/\/- '� ° //�//�//�/ ° \/\/\/�� ------' PROTECT EXISTING AC PAVEMENT AND BASE WITH 6X6-W1.4XW1.4 WWF 69• ` \ ��\/�\/• �//�\//�\/> IN -PLACE 3/4" GRAVEL 12" DEEP COMPACTED TO 95X PER SOIL ENGINEER RECOMMENDA 17ON BIO-RETENTION BASIN DETAIL PERMEABLE PA VER DETAIIL WITH CONCRETE EDGES CURB & GUTTER SECTION � 24" WIDE CONCRETE COBBLE LACED SWALE SC4LE=1 =5 A B NTS D NOTES N� NTS WTH NO MORE 'ENGINEERED ANN5Z CLAYOICONTE R SHALL BE MINIMUM 18" DEEP`SANDY LOAM SOIL MIX NOTES.• -ALL AGGRECAI[ MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) THE MIX SHALL CONTAIN 50-607. SAND, 20-309 COMPOST OR HARDWOOD MULCH, AND 20-JOZ TOPSOIL. -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON -NO IMPERVIOUS LINER OR FIL TER FABRIC IS TO BE USED ENCINITAS STORMWA TER MANUAL CALCULATIONS TYPICALLY, THE SURFACE AREA OF THE BIORETENRON BASIN IS 49 OF THE IMPERVIOUS -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED AREA DRAINING TO IT EXISTING 5' EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR ROADWA Y RECORDED 212011980 AS 25.0' S.0' INSTRUMENT NO. 80-058090, OF OFFICIAL RECORDS 5.5' 4.0' f139.86' 20. /1' WLCAN 12.09 A VENUE I COTTONWOOD I I CREEK PARK EXISTING PERMEABLE PAVERS �tiGRADE DRIVEWAY BY UNI-ECO STONE MA�/1°OR APPROVED EQUAL ?Z�_ — — PERMEABLE PAVERS DRIVEWAY BY UNI-ECG STONE OR APPROVED EQUAL 0 �0 APN.- 258-090-20 ����� NEW ADU NJW F� FF 76.00__GR,gDE PROTECT EXISTING' I CONCRETE DRIVEWAY 11=11 ELl_lr=.111=1 I 1=1 I 1=1 I 1=1 I 1=1 11=1 11=1 11=1 =1 � i -it=lil- J 24" WDE CONCRETE EXISTING 24" WIDE CONCRETE PCC FLUSH CURB AC PAVEMENT IN -PLACE PE SDRSD G-14C COBBLE LINED SWALE PER GRADE COBBLE LINED SWALE PER I I ON -SITE CROSS SECTION E DETAIL D ON THIS SHEET DETAIL D ON THIS SHEET ' SCALE=1 "=10' ft SEE DETAIL B, ON THIS SHEET APN 258-090-30 I 10.0' FOR FULL PAVER SECTION TC ELEVATION APN 258-090-30 PER PLAN WOOD FRAME PATIO EXISTING ABOVE GRADE GRADE PERMEABLE PAVER EXISTING I GRADE PCC CURB MODIFIED PER SDRSD G-1 \\\� PATIO BY UNI-ECO STONE 5 COVERED ,� �' PROPOSED I OR APPROVED EQUAL �� —I — _ _ _ 4� OUTDOOR PORCH - 24 WIDE PCC BROW , � i i GRADE DITCH PER SDRSD D-75 TYPE B FF 84.75 HEIGHT \/\\/\\/\\ 4" DIA. PERFORATED � FF 84.75 COTTONWOOD CREEK PARK " 12 "X12PRIVATE CATCH BASIN VARIES PERMEABLE \ PER PLAN PVC SUB -DRAIN PIPE (SCH-80) WITH CRUSHED ROCK WRAPPED IN FILTER EXISTING GRADE X COVERED BY `NOS" OR APPROVED EQUAL — � � PRI VA TE 6 " DIA. PVC 1 ' EXISTING PAVERS DRI VEWA Y FABRIC (MIRAFI 140N) PER SOIL �11) STORAGE OUTDOOR PORCH PCC FLUSH CURB 0 STORM DRAIN PIPE '00 GRADE ° °° ° ENGINEER RECOMMENDATIONS IF 75.75 FF 75.75 �� I 11 PRIVATE 6" DIA. PVC WATER PROOFING FO SLOPE 0 19 MIN. \E $ TEMPORARY I CUT SLOPE WATER PROOFING ° N, \\\\\\ PRIVATE 6" DIA. PVC STORM DRAIN , ° ° ` / / / / \/ j/j// STORM DRAIN PIPE PER ARCHITECT u APN. 258-090-20 I 4" DIA. PERFORATED I 20 PER ARCHITECT 6" DIA. CORE o \j PIPE (SDR-35) SLOPE ®19 MIN SLOPE 19 MIN. - 4" DIA. PERFORATED PCC FLUSH CURB PVC SUB -DRAIN PIPE (SCH-80) NTH CRUSHED ROCK WRAPPED IN FILTER MAIN FLOOR" ° ° 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SCH-80) WITH PVC SUB -DRAIN PIPE (SCH-80) WITH .4 PERMEABLE PAVER I FABRIC (MIRAFI 140N) PER SOIL 7 d . a CRUSHED ROCK WRAPPED IN FILTER FABRIC (MIRAFI 140N) PER SOIL CRUSHED ROCK WRAPPED IN FILTER CMU RETAINING WALL DRI VEWA Y BY 01-ECO STONE FABRIC (MIRAFI 140N) PER SOIL OR APPROVED EQUAL PER SDRSD C-4 ENGINEER RECOMMENDATIONS 4" DIA. PERFORATED 4" DIA. PERFORATED �/� �/� // // ° ENGINEER RECOMMENDA TIONS ENGINEER RECOMMENDATIONS CMU RETAINING WALL Bl0 RETENTION BASIN PVC SUB -DRAIN PIPE SCH-80 WITH ( )/\�///� PVC SUB -DRAIN PIPE SCH-80 N ° �� \\\\j \ �/ / /' ° a PER SDRSD C-4 SEE CROSS SECTION A CRUSHED ROCK WRAPPED IN FIL TER WITH CRUSHED ROCK WRAPPED IN \\ ON THIS SHEET FABRIC (MIRAFI 140N) PER SOIL FILTER FABRIC (MIRAFI 140N) PER ENGINEER RECOMMENDA TIONS SOIL ENGINEER RECOMMENDA TIONS ON -SITE CROSS SECTION ON -SITE CROSS SECTION ON -SITE CROSS SECTION "=10' F "=5' u l l SCALE=1 SCALE=1 NTS EXIS77NG 5' EASEMENT GRANTED TO THE COUNTY OF R SAN DIEGO FOR ROADWAY RECORDED 212011980 AS WLCAN INSTRUMENT NO.. 80-058090, OF OFFICIAL RECORDS A VENUE 1 1.5' PRIVATE 8" DIA. 1.0' �I ?i PVC STORM GRAIN PIPE (SDR 35) 0 1/ MIN. 0 BUILDING PLANTER STEM WALL PROTECT EXISTING Tw 14 �� ESS/ R a AC PAVEMENT _I IN -PLACE 3i 29 MAX JADU FF 75.75( FG 72.30 MANHOLE FRAME WATER PROOFING Lu N cG 01ti J AND COVERCMU PER ARCHITECT � 9 PER D-25 PER SDRSDlCG1WALL CMU RETAINING WALL 9l0 RETENTION BASIN SEE CROSS SECTION A OF iia� CAL N PER SDRSD C-4 ON THIS SHEET o, W a CURB OUTLET CROSS SECTION WALL CROSS SECTION SCALE=1"=5' SCALE=1`10' CHANGE NO. DESCRIPTION APPROVED DA TE BENCHMARK AS -BOIL TAPPROVALS DESIGNED BY.• DRAWN BY.• CHECKED BY ENGINEERING DIVISIONAPPROVALS CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO AO JV PNT NO. 1032 STA110N NAME "ENC-32" 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NOR& OF E STREET. DATUM: NAVD88 ELEVATION.• 92.004' J L VAL VlN A PRINCIPAL ENGINEER A TE IN DATE PLANS PREPARED UNDER SUPERVISION OF � 1/�� DATE : 9/13/22 R.C.E. N0.: 65256 JOEL VALDOVINOS ENGINEER OF WORK EXP. 913012J O EN D: APPROVED: � Jill T . MICHAEL TR/ZIC JitL T. BANKSTON PRINCIPAL �ENG/NEER CITY ENGINEER DA 7E DA 7E DETAIL SHEET PLAN FOR. 89, 91 & 93 N. VUL CAN A VENUE N. VUL CAN RESIDENCE APN.' 258-090-31 PLANNING CASE NO: CDP- 004586-2021 LDEV-017107-2021 PUBLIC WORKS PLANNING REVIEWER SHEET 3 OF 4 INSPECTOR TEMPORARY SILT FENCE PER DETAIL N' CASQA DETAIL SC-1 WHICH EIrER IS MORE STRINGENT I11111111111 769 I X \�� I /� \� /// / I I I I 7.4 87 IIIIIIIII \\ __------ I i / � 3 I III I III \ 3p,00 - ,o PARCEL TEMPORARY GRAVELBAG INLET I \ / / I 1 ► 1 / I ll I IIII TEMPORARY SIL T FENCE I EXIS NG � , - PROIEC170N PER DETAIL M & I� 874111111 �\ \ \ - _ _ - - - \ COM VNICA TION LINE PER DETAIL N CASQA DETAIL I - - - X 85. 9 - - - - - 86 - I _ / CASQA DETAIL SE-10 III 25.00 BMy SC-1 N�IICH EVER IS MORE I I WHICH EVER IS MORE STRINGENT l \ 78. 6 STRINGENT - \ - 'LSD- LINE OF DISTURBANCE ' o IIII IIIIII �\ I ` i II 1 \\ _ sD- = B 740 x84.7 / \ I SD - - � CB \\ IIIIII III I 77. TB I r \ \ ` \ ` N 7' S E 1 - - - - - - I IIII II � \ I \ � I � \ \ � 1 , � SD-5 sd - - + I I III \ 772 FL 7841 1 1 X845 - _ _ - _ ALL SLOPES GREATER THAN 3 FEET IN II IIIIIIII I \ 77.36 SUB- _ - - - HEIGHT MUST BE PLANT AND IRRIGATE - I I I I I 76.03 Ep \ I w \ + + - - - Hsu �-��5 - - OR HYDROSEED TO THE SATISFACTION I I II II I I I I \ I a \ \ \ \ \ \ o / B- - r - - - 1 - - - THE DEVELOPMENT SERVICE DEPARTMENT IIIIIIII 20.00--- \+� \+ V A +vim --� v 0 --- - I I I I I I I IIII R A LBA /N T �' - - \ _ _ / „? � � WM � \ � \ �` + �. 8 � PROTECTION PER DETAIL iN' & � � 9 I + - \ + \ /,I I � IIIIIIIII \ I - TEMPORARY SlL TFENCE - _ I W 42.00 ' \ �\ *0 \ � ORAR GRAVELBaG l�� CASQA DETAIL SE-IOWHICH EVE � � 1 �7 � + � \+ / �� PER DETAIL N' CASQA DETAIL 40' - - I IIII I \ - _ I I IIII IIII \� \ FHB+\. PROTECTION PER DETAIL V & - - _ lS MORE S1RlN�ENT _ _ - _ RYSB � � � - -�- � �+ \/ h� I SC-1 WHICH EVER IS MORE � \ Ia \ \ \ \ \ CASQA DETAIL SE-IOWHICH E - _ / 6 STRINGENT II \ \ + II I II IIIIII \ I \ ,� /S MORE STRINGENT �_ I �I I IIII + I �/ // / 7// II I I1 I I I I AP OX. LOCATION OF 1.00 5.00' A \ \\ +\\ \ +� 81.7 (/� _ - 76.(I I I III I II II EXISTING ELECTRICAL LINE 3 _ - II 9. / I I I 73 I i i 7.. \ � \ � �R E - siaB�� �III IIIIIII� vv C7 _ I I A + 1 v+ N. 5 -0 v IIII II 1 1 1 I 1 II I I II I III \ -76 - - - -30.0 1 1 Ll�l 0� NCE + \ � ^IIIIII III 25.0p ` I \ Yv` \ ALL SLOPES GREATER THAN 3 FEET IN I � �/ / - I � I 75. YI I I \ 75 TB I \ HEIGHT MUST BE PLANT AND IRRIGATE o m IIIIIIII \ \ 71:00' x L �� OR HYDROSEED TO THE SATISFACRON OF + _� // / I 1 / / I a i 1 - / I I1 10.9 $3 \ o�I I I II I IIII \ ad iV \ \ THE DEVELOPMENT SERVICE DEPARTMENT I�81 / _ II I I I I I I I I I I \ 75.37 I I 1 \P ARY G� VE AG l T -- WM 8 I MPORAR VELOCITY I I \ \ _ I I CHECK DAM PER DETAIL ll z \ 3.9 1111�73.99 EPI I I Ira -ET I \ +\ \+ 7 �+ \ + + PROTECTION PER DETAIL iN' & - I �//�/J-4 _ � _ - 1, I I 1 � \ o IIIIIIIII \ -75 - - - - + LAG T NC. \ _ CASQA DETAIL SE-10 WHICH EVER - _ I 33 I I 'L' & CASQA DETAIL z I IIIIII \ I p \ lS D STRING£ T _ WM 6 I SE-4 0HICH EVER lS I o / 11111 I I \ I 4 -9 + + + - \ i \ I I MORE STRINGENT J g m r l 11 111 �\ ,, I 5.00 I\ -- / I I III x 9 1 IJ I 72• 1 a I IIII " \ .25.0 I \+ © / I VVII/1-6 �7 I v I I � I 1111 I I I I I \ I WM- 7 - ► 1 1 WM--8 25.01 1 I I IIIIIII- " Ia a I 1�0 1 I I 75 1 11 I I I I 74. `\a 9 -- I I WM-5 / 1 I I WM-4 1 I 11 ii1111II I - 74.05 L d 78-t- a . 74 - \7 _ _ - I I I I + LINE OF DISTURBANCE a 11111111� v � , � � _ _ - - � � l - � 7 I I IIII IIIIII v � � � � WM-9 i, I l I III 11I v SE-7 ' oil I + III 1 I II I 25 �]EMPORARY STABILISED TEMPORARY GRAVELBAG SD-6 � I' 7 1 I IIII 11I I CONSTRUC77ON ENTRANCE ,� i - - - _ _ 1 , 1 I PER DETAIL K' CASQA DETAIL PROTECTION PER DETAIL M &, _ I I 1 W I I I I I II v �I CASQA DETAIL SE-10�8I I I I II11I a v I. TC-1 WHICH EVER IS MORE WHICH EVER IS MORE SIB/NGEN / I IIIIII v - _ _ - 73 STRINGENT y y y - - - - � - -- _ _ - - -- / - / z v -� _ + I i I I I I I III �280 L \P_-.10.0' -- -- _ + + \ I I I I I I zo 72.78 T �°' _ _ S - - - - - - - - / 10.. lA. >� \ �1V 1//iG SYSB 4 + + + + + + + + \ x 72.30 / ST HT HH - E. 9 �JREE / 3 / 73 -� \ 72.70 I _ p /Z - 71.6 \ 72.7--N833605 E 175.17 -!HEN LlN FENCE LINE OF DISTURBANCE \ 72.48 SDGE HH x CHAIN LINK FENCE 1 I I LINE OF �SIURBANCE _ - 71.65Ep a\\ I I _ - z 7� TEMPORARY SILT FENCE BIORETENTION BASINS SHALL BE EXCAVATED AND TEMPORARY SILT FENCE � 72�38 MONUMENT �' Y , TEMPORARY VELOCITY CHECK � ALL SLOPES GREATER THAN 3 FEET IN I I I I 72.19 TC/FL SIGN 15" pIq Thy PER DETAIL N CASQA DETAIL USED AS DESIL77NG BASINS DURING CONSTRUCTION. DAM PER DETAIL 'L' &CASQA x>> PER DETAIL F' CASQA DETAIL HEIGHT MUST BE PLANT AND IRRIGATE I � fi' m / c U lj SC-1 WHICH EVER IS MORE THE SIL T SHALL BE COMPLETEL Y REMOVED AND THE DETAIL DDT AI LTC ' EVER IS � SC-1 WHICH EVER IS MORE >>� OR HYDROSEED TO THE SA IISFAC110N OF I I III I 7L5 TC a ` a G•pB _ 71.94 TC STRINGENT BIORETEN77ON BASINS COMPLETED ONCE FINAL SITE �� STRINGENT 1 I I I '71.46 FL > >STABILlZA110N lS ACHIEVED, PRIOR TO OCCUPANCY MORE STRINGENT 71.24 TC THE DEVELOPMENT SERVICE DEPARTMENT 71.14 \ - J.64 FL 70.72 FL ®® I 1 I 71.33 AND OR FNAL. --� I I � a I �, „� 1 � \ � �� �\� / � �ru7 POLE �s�'�� 7i.,,Y, ,� 71.44TC BMP LEGEND MATERIALS & WASTE MANAGEMENT BMPs: WM -1 MATERIAL DELIVERY & STORAGE WM-4 SPILL PREVENTION AND CONTROL WM-8 CONCRETE WASTE MANAGEMENT WM-5 SOLID WASTE MANAGEMENT WM-9 SANITARY WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT SE-7 STREET SWEEPING SD-5 IMPERVIOUS AREA DISPERSION SD-5 IMPERVIOUS AREA DISPERSION SD-6 PERMEABLE PAVEMENT (BMP SITE DESIGN) E.9 INF-2 BIORETENTION ENERGY DISSIPATOR r, r, SILT FENCE GRAVEL BAGS + + SLOPE STABILIZATION PAD STABILIZATION TEMPORARY CONSTRUCTION ENTRANCE 11 LINE OF DISTURBANCE 0 BIORETENTION 0 PERMEABLE PAVERS 1. SET POSTS AND EXCA VA TE A 4" WIDE X 4" DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 24" • I'h :M �� .WYiI gi.Mlli n ,M /klu iMIi�F 2'X2"WOODEN POST OR APPROVED EQUAL 1=III=III=i' 4 INCHES 1-1 I I=�- 2. A TTACH THE SIL T FENCING MA TERIAL TO THE POSTS FIL TER AND EXTEND J. BACKFILL AND COMPACT THE INTO THE TRENCH. EXCA VA TED SOIL. Ili' III =Ffi, III-1IitII,.II�- NOTE AL TERNA TI VE SIL T FENCE CONSTRUCTION MA Y BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SIL T FENCE II FI n W FILTER FABRIC SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO SE-1 FOR ADDITIONAL INFORMATION C4WEL BAGS OVEEF?L.AP h41 r 1- RIJ14OFF RUNOFF GAP BETWEEN BAGS ACTS AS SPiLLWAY YVITH ENDS OVERLAPPED GRAVEL BAGS TYPICAL INLET PROTECTION TWO LAYERS OF G AV:EL RAGS WITH ENDS OVERL:.APInD Crushed aggregate greater than 75 mm (3 in) but smaller than 150 mm (6 in) -Filter fabric Original l(1�oC1 C1Co1�oC1oC1(1�oC10 grade 300 mm (12 in) Min, unless otherwise specified by a soils engineer SECTION B-B NOTE: _c Construct sediment barrier 0 and channelize runoff to o sediment trapping device a g o o jrwoo lA o�d• ° CC Width as w i °0 � a� goopoA°°a�° o�O �°o�O °o�O required to 0°0 dJ oo O accomodate op°t o o, 10, anticipated ��QQ08 0 0 0 oQ o° Oo o o o ° traffic z`do° Q° �oQO °QO°UOc �0°�LWXC _ QO `ri-0 0 o„ o„ o„ o„ ~ o cn ° w c Temporary pipe culvert B as needed 25 FT Min 01 or four times the circumference of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN NTS STABILIZED CONSTRUCTION ENTRANCE/EXIT TYPE 1 NTS ELEVATION TYPICAL RDCK CHECK DAM SECTION ROCK HECK DAM T TO SCALE a � Ln -0 x 4- C3 GRAVEL 43A �'HEMI DAM ELEVATION NOT TO SALE STABILIZED CONSTRUCTION ENTRANCE/EXIT TYPE 1 NTS I v NTS ICI CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BOILTAPPROVALS DESIGNED BY.• DRAWN BY- CHECKED BY ENGINEERING DIVISIONAPPROVALS CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AO AO JV PNT N0. 1032 STATION NAME "ENC-32" 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB EAST SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET. DAIVY :NAVD88 ELEVATION.• 92.004' J L VAL VIN A PRINCIPAL ENGINEER A TE TNT DATE PLANS PREPARED UNDER SUPERVISION OF ��-� ��� DATE : 911JI22 R.C.E. NO.: 65256 JOEL VALDOVINOS ENGINEER OF WORK EXP. 913012J 0 EN D: APPR01/ED: Jill T. MICHAEL TR/ZIC Aft T BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 10-05-2022 10-20-2022 DA TE DA TE EROSION CONTROL PLAN FOR: 89 91 & 93 N. VULCANA VENUE ' N, VUL CAN RESIDENCE APN:258-090-31 PLANNING CASE NO: CDP- 004586-2021 LDEV-017107-2021 PUBLIC WORKS PLANNING REVIEWER SHEET 4 OF 4 INSPECTOR