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LDEV-010794-2020 (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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. DRAINAGE NOTE 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. UTILITY NOTE ALL UTILITIES SERVING TH IS SITE $HALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISION$ THEREFROM $HALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL BUILDING SITE SOUTH END, EAST OF PASSIFLORA AVE, ENCINITAS, CAN PREPARED BY ALLIED EARTH TECHNOLOGY. DATED JUNE 11. 2018, PROJECT# 1&1147D4 AND UPDATED LETTER DATED IN SAID REPORT 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. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY $HALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR 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 PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 6332770. 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 MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 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-010794-2020 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 DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION 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 $OIL$ $HALL 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 $LOPE$ OR EXCAVATION AND EMBANKMENTS $HALL 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. 16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION 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 $HALL BE CONSISTENT WITH THE CITY'$ URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 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). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 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 RESOURCE($) $HALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES 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 RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL 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 AMERICAN MONITOR, SHALL OCCUR UNTIL 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 MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER 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 DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE-), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRANDON VEGA AT 562 6" - 4281, 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 PLAINS $HALL 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. S. 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 (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER 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 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 HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 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 OIL/ 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. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES $HALL 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 WATER DISTRICT. 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. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION 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. DESCRIPTION I APPROVED 1 DATE I BENCHMARK AS -BUILT APPROVALS DESCRIPTION: PT No. 1023 LOCATION: LEUCADIA BL�BL� MARIO A. ARELLANO DATE ELEVATION: 320.468' DATUM: NAVD.88I SENIOR ENGINEER DATE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 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 $RE ACCESS 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 $HALL 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 MATRIX. 7N]I=rfaLIV:VLei CCIN ZHMla]10 H_[NIIN1113y:1v=0gS91TAgaDili a12Lei P/=klW/491aq i 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 PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY 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. WATER USAGE FOR DUST CONTROL $HALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL 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 $OIL, 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 STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES $HALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR 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 SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS 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. NOTIFICATIONS 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 CONTRACTOR'S 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 - CSDIESD - (760}633-2770 LWD 760-753-0155 S. GAS 8 ELECTRIC - SDGE . (760).43M200 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 X-2233 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 $HALL 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H :1 V MAXIMUM VERTICAL DEPTH OF CUT = 1.5' MAXIMUM VERTICAL DEPTH OF FILL = 0' (BUILDING WILL HAVE DEEPENED FOOTING) CUT =105 C.V. FILL =72 C.Y. EXPORT/IMPORT = 33 C.V. REMEDIAL = 380 C.Y. (T REMOVAL AND RECOMPACTION PER GEOTECH REPORT) DISTURBED AREA = 9,7SF IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,148 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 11,591 SOFT INCREASE IN IMPERVIOUS AREA: 8,985 SOFT IMPERVIOUS AREA REPLACED: 542 SOFT OWNER PASSIFLORA LLC 19408 VISTA DEL OTERO RAMONA. CA 92065 PHONE: 562-6444281 SITE ADDRESS 707 PASSIFLORA AVE APN: 256-233-19 0 s H LEUCADIA BLLEUCADIA BLI VD � o � w a al z�5 PASEO DE O ¢ W LAS FLORES U 5 U ¢ PUEBLA ST n 0 > J � SITE UNION ST VICINITY MAP LEGAL DESCRIPTION NOT TO SCALE PARCEL A: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION TEN, TOWNSHIP THIRTEEN SOUTH, RANGE FOUR WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881, I (WE) HEREBY CERTIFY THAT 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 I WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR 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: DATE: 1-12-21 PASSIFLORA LLC I, ROBERT CHAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 6/11/2018 AND FOR AN UPDATE ON 11/25/20 . ONE COMPLETE COPY OF THE SOILS REPORT 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 CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: 16464t-(� RCE NO.: C-24619 / G-00192 ppOFESS/p� ppOFESS/p� EXP. DATE: 12/31/21 / 12/31/21 JOB#:1&1147D4 N0.GW19B W. 24613 EV. I2-3121 R ; R Bp. 12-31-21 y ALLIED EARTH TECHNOLOGY * �F SAN PACIFIC EIGHTS CA 92121 BOULEVARD, SUITE C J�9 CCAI G`I FT-\Y % fl mU a�T 1-858-4574515 FT FT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'$ 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 PLAINS PREPARED BY THE ENGINEER IS NOT A DETERMINATION 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: 1-12-21 ENGINEER'S NAME: M RIO A. ARELLANO RCE: C70630 EXPIRES: 6.30-21 MAAV ENGINEERING, INC. PO BOX 421 619-319-7376 MARIOQMAAVENGINEERING.COM V%OFESSIpy BMP PROJECT STATUS UO A 'Y STANDARD y r n Nl. 3 e bo, aso-n s^ �Y�' cim C CP11F \p PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT John Ugrob 1/28/2021 John Kanlund 2/4/21 2/2/21 •1 Q1/27/2021 /C61,�`- Z'IIUZI SIGN DATE SIGN DATE IGN DATE SIGN DATE SIGN DATE oeslcNEo BY. 1 DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF REECC D: APPROVED: GRADING PLAN FOR: 707 PASSIFLORA AVE. DATE: 1-12-21 EdwardJ. WINNER PASSIFLORA LLC LDEV-010794-2020 °'w' R.C.E. NO.: 70630 S WAK EDWARD I WINNER CITY ENGINEER 256-233.19 M RIO . ARELLANO EXP.: 6-30-21 2-8-21 2-8-21 DATE DATE RE: CASE N0:18-214 CDP SHEET 1 OF 3 00 A LEGEND 75 EXISTING IMPROVEMENTS 4 294.73 FL 7W (PER PLAN) FL (PER PLAN) BEG BROW FL (PER PLAN) EX GONG DWY APN 256-233-11 DITCH APN 256-233-12 LIM ;S BMP EG - - 99 Oy 1'° 11,q g - PROPERTY LINE . ............................. . . I - - - - 92' 9y' N8852'S '(IP'/50.76' Oti') 9� d y o T O _ � Ot d EX157ING EDGE OF CONCRETE ... ... .. . SLOPE VARIES o ' ' TILE STO E - - �+ ROCK SWALE 303.40 I EXISTING CONCRETE SURFACE ... ... .. (2:1 MAX) ,V L . COBBLE STONE - � �� � � 6" DIA.) FL � 'a � y �- _ _ SPOVATION ... ... .. xn�a 301.31 x. ROCK SWALE APN 256-233-08 - - �' EX157ING CONTOUR ... ... ... -21•- (6"-10" DIAMETER) 6" IN DEPTH ° * + EX157ING PVT FENCE . ... ... .. . -0O SECTION B-B 2' WIDE CONCRETE ! + + � '+ • BROW DITCH \ + + + + ++ + + �+ ++ * *+ I * * + .'SO gd 295.50 NTS y / + + EXISTING TREE . . PER SDRSD D-75, y6. / i+' + ' ° + + + FG TYPE B � " ' °38347 + + +++' GRAPHIC SCALE X , la ° FS g^¢f + , + + PROPOSED IMPROVEMENTS 3• EX CONIC DWY l I r� + a ° '? / K I + ++ + + / m 0 5 10 w ° EG �� EXIST WOODEN < - 0 303.45 .� + + FENCE (PIP) ° � � 20 � � 0 ° �� ' , � + + Ok1 (RT FEET) PVT CONCRETE WALKWAY :. .. _. / - SYMBOL 1 ° 6'• _... � - / / ° / PVT 4" CLEAN OUT (NOS OR EQUAL) .................. CO. ' 1 xbOy 1 inch = 10 ft. ` EXISTING °�O ° / 302.0 PVT 4" STORM GRAIN. co6BLE STONE TOP - 1 2 ' i 30J.40 IJ + ABBREVIATIONS FL (PER PLAN) ROCK SWALE / S PE 1 FS - -- FS T + + + EG PVT TRENCH DRAIN (NDS DURA SLOPE OR EQUAL) ____ (4"-6" DIAMETER) P/L .,, y. + * ° I °° ° + + l BOW BACK OF WALL PVT CONCRETE WALLS. SECTION C-C + + + BIN BOTTOM OF WALL PVT RIP RAP ................................ um NTS + I J Oyu BLDG OUTLINE + + CO CLEAN OUT FL ,'y + CONC CONCRETE CONTOUR + 1 O$ MAIN DWELLING N + -78 - + 4 .� ,y + + EX DRIVEWAY BUILDING WALL (SEE BLDG PLANS) " �+ 1 ti FF=303.6 (303'-T) � g + EX EXISTING ' r + + + FS BLDG OUTLI E }O' PAD=302.9 (302'-11) �y0y / EG ....................... . _ O. + 1.5 1 I + + + 302. EG EXISTING GROUND PVT CONCRETE DRIVEWAY DRAINAGE FLOW. ... 2' 81 g + ° 1 ° ° + + + ° ROOF OVERHANG 303.40 4 FG FACE OF GROUND FL / 3 3 4 + 2T.0' I I + y FL FACE OF WALL PVT PERVIOUS CONCRETE i BROW DITCH PER + �g0 �. FS + M EG SDRSD D-75 �' T + ° 303.56 + y; FL FLOW LINE PVT LANDSCAPE ........ n + 1 I + y PS PR07ECT SURFACE � (TYPE B) w + + ° 4 � 3lA3I4$ '� ° a � ROOF OVERHANG I + * PIP PROTECT IN PLACE FL (PER PLAN) lh POC POINT OF CONNECTION IMPROVEMENT NOTES ♦4 FSl FS i ° 303.44 4 p' 1 $ +., /,N PVT PRIVATE SECTION D-D ^ / d _ Ja �F ti - ° 30 '44S h� ° ° a < o n1 0 ` pV Tc TOP OF GRATE IF TOP OF FOOTING Q1 EXISTING CONCRETE DWY PR07ECT IN PLACE. NTS POOL - - a - a I FS °• v> IS' +� _ 3 Sw R WALL Q EX157ING SEWER CLEANOU7 PROTECT IN PLACE = I 4 4'- 24 - _ = i 03.33 TG 15 03.32 TG FS ° I 1 FS FL (PER PLAN) _ �' - - _ 302.33 FL ° 16 - `+' ° 0 R/W Q EXISTING BLOCK WALL PR07ECT IN PLACE 3.5' P/L l _ +,0 _ 15 302.62 FL - I I 76 1 BROW I _ 303.46--- i �-C6% + 4 EXISTING SHED. TO BE DEMOLISHED PRIOR TO CONSTRUCTION. DITCH / + + �/ ° + 1 EG FS PERVIOUS,CONCRE ID BMP TRANS! ON _ - - FS 303.47 303. - �'EG - 30 I Q FS FS 8 / 45 302.92 FL16 ° + PER P N) I 6" WIDE z H22"EADER DEEP O 29 .00 TF O i FS +_ � i + � EXISTING CONCRETE PAD. TO BE DEMOLISHED. e3 ° 3.35 TL J CONCRETE HEADER FL ' -. 1 01 + F�iFS ° pE 9 301.51 FL _° ___`._ + r + r- + 6" MIN . 4" THICK 291.9 / _ N �+ 0 + + + + - �- - - - + i=a NOTE: © EXISTING WATER VALVE. PROTECT IN PLACE. °' 8 \ ° 8.0' + +y + + A' + y ° •CONTRACTOR TO VERIFY CONC. APRON ' �' 303.25 ° "r '� 15 �i-v ROOF 301.54 12" MIN / + 4 303.23 J -' y ry LOCATION OF EXISTING FENCE Q7 EXISTING TELEPHONE POLE AND GUY WIRE 70 BE RELOCATED BY OTHERS. W/ COBBLE S FL gXI1 TINS TOP FS FG ° OVERHANG 303.55 + 303.55 4 41. COBBLE STONE I OF SLOPE ° h ° FS 9 r & PROPERTY LINE. J I �,y8 � FS 302.00 FL f + `` COORDINATE WITH OWNER FOR Q PVT 4" PVC GRAIN PIPE ° ROOF POSSIBLE RELOCATION. DITCH TO BMP TRANSITION DETAIL C 91. 03.00 TG T + ++ J % 4 03.55 OVERHANG h °+ 016k 1 "-2" CRUSHED ROCK Q9 PVT 4" CLEAN OUT. NDS OR APPROVED EQUAL. FL I 18301.77 FL DETAIL: PERVIOUS CONCRETE GARAGE ADU NTS 290.OBW j 289 0T4W + + *tr +�' -.� �+ ° F� 1�,5$ / BLDG 301.64 ry� 0 PVT 6" N9D7H (MIN) / 6" DEPTH -TRAFFIC RATED TRENCH DRAIN (NOS DURA SLOPE OR EQUAL) / o ( 97.75 * + + ++ 18 TG 1r +303N 1 a FF=303.6 (3p3'-7) OUTLINE / EG NOTES: O L 295.07A + 30NS7 FL ♦ + 2.0$ ° '\ 15 ROOF PAD=302.9 (302-11) L6• /° A NATIONAL READY MIX CONCRETE ASSOCIATION (NRMCA) 290.OBW j' •1- I OVERHANG 11 PVT 6" PVC GRAIN PIPE "" I 289.07i ++ L'_ _ ___ 1 \ 0 PERVIOUS CONCRETE CERTIFIED CONTRACTOR MUST INSTALL 3020 .I ~` ~ r 3C3. 12 �T5.3' Z9' 8JOJv THE PERVIOUS CONCRETE. CONTRACTOR IS TO PROVIDE FS FS I FS Q2 PVT ENERGY DISSIPATOR. 4-10" COBBLE ROCK OVER 4" CONCRETE APN 256-233-07 290.OBW \ g PROOF OF CERTIFICATION TO THE ENGINEERING FIELD EXIST WOODEN EG 18 18 FS 1 2I0$ \ FS 302.0 FENCE (PIP) 301 58 FL _�i 31.3_,Ft ° ° - S INSPECTOR PRIOR TO START OF WORK. © PVT BIOFILTRATION BMP (SEE DETAIL) INSTALL S' WIDE / � ' 296'9 + -lt - 303.43 °° �.� p SWALE TO PASSIFLORA �` 290. , 0 .19 TO 4 I FS 1 0 1 14 0 21 ;� 32 / THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE 4 PVT PERVIOUS CONCRETE DRIVEWAY (6" PERVIOUS CONC. OVER 12" CRUSHED ROCK -SEE DETAIL LEFT) 3.+ ++I +++�+ 3 ^. INSTALLED PERVIOUS CONCRETE TO ENSURE THAT THERE IS A O FOR ENERGY DISSIPgTION - � 1 �" 301:14; FL I ° t ° FS I j ^ MINIMUM VOID CONTENT OF 201b. IF A MINIMUM VOID CONTENT Y 28 1 1 E TING +-y0 ,� OF 20% IS NOT SATISFIED, THE REMOVAL AND REPLACEMENT © PVT CONCRETE WALKWAY (T=4 ) 27 TO F 03. \ .43 30J.!47 a' a. - 7,0$' OF THE PERVIOUS CONCRETE WILL BE REQUIRED TO THE w� o n '? 30 c�pp 3 -*- ?T 3.47 '' v .FS A - �'- 303.6 SATISFACTION OF THE CITY ENGINEER. Q PVT 4" ATRIUM GRATE. NDS OR APPROVED EQUAL. n G n 6" THICK CONC. 7 (300 t0 c Amy . p, . i ° jS FS �, S HEADWALL 298.0 ) 0 . Oy' ✓ ` J J .. 4 E 287.0 FL 290;OB4 "2g 0 9 298.76 FL 'v 4 ° v 5 ® OWNER SHALL MARK HEADWALL VWTH WORDS "NO DUMPING! FLOWS TO OCEAN" hn V W n w 6 287.5 7W 2920 V l �' i ' ; d tg .9 CIT `t°l pF !^ °' ° dO�O 1� e l EXIST CHAINLINK �rc rc z 290.OBW v ^ :: 1 �29t,9- 9 0 Oti- .4 +J ? p'y u 17 91.3 TG ro 11 9 M - --+3 4 . } ev JO FENCE (PIP) 9 1 2 -- OUT i 22 O' 8 288.3 IF - 2f l .. -- - --- --- - --- Al 4-I J. 26 W _ W W 6 -- g7- 6 ' _ v ai 'i g APN 256-233-12 lY 9Q. W h4 9 I __��__� 5.0' .. J4 g W w .w w as, lwl�-o� ;)l 9w 4, Q PVT 5" SQUARE GRATE & ADAPTER. NOS OR APPROVED EQUAL. 09 PVT SWALE IN1H COBBLE STONE ROCK (MIXTURE OF 6"-12" DIAMETER ROCK) Q DEEPENED FOOTING. SEE STRUCTURAL PLANS FOR DETAILS. t ° MA CH Q ROOF DRAIN OUTLET 9 d k I 14 n � E{}IS i, 9 t 1 T9 d SPECIAL INSPECTION REQUIRED: (-7" OVER 90$ R.C. MIN) �1 o N i g 0 0 <� I ` J p PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF ® PVT CONCRETE DRIVEWAY T- NFL 288. IE FL F94.4 QomC ° ° ° / 1 O- SECURITIES, AS -GUILTS, AND/OR GRADING PLAN SIGNOFF, w J 2 8.9°1 m B ° J ° 9 29,9i24 FL v .J T FS WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD © PVT 4" ROUND GRATE NDS OR APPROVED EQUAL. o. S C ° m $� CUT LINE -q' 4 v SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED ° I 'N CoNc ° ° I " h2 < '4' P/L IMPERVIOUS SURFACE IS LESS THAN 10,000SF. A SIGNED AND ® PER SEPARATE PERMIT S (�$) ° " r ° a y�2222}a/ STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE • EX C GUR� / g ° S ComCS 3 S �� ° S J 5 � 3' I - S S V ENGINEERING FIELD INSPECTOR. IF 10,000SF OR MORE Q EXISTING SEWER CONNECTION POINT. CONTRACTOR SHALL FIELD VERIFY. 1° 303.7 1.0% IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL BE MATCH °1 303.8 CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR Q EXISTING WATER CONNECTION POINT. CONTRACTOR TO RELOCATE WATER SERVICE 01.fi1 FL - - EXIST° ' O,Sd 1.5 4 _ FS PURPOSES STORMWATER QUAUTY TREATMENT AND SHALL COME ALIGNMENT WTH OWNER COORDINATION. NOTE: ^ ^ INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES w IJ $ '^ m m c N89V4'S5"W 150.1 ` 5.0 18.0 ,,,,,I . I © RETAINING WALL FOR BMP PER SDRSD C-12A, 12B, 1JA, 1JB, 1JD, 14, & 15 EXISTING 1-INCH METER $ ° p/L MS4 PERMIT AND THE CITY OF ENCINITAS BMP DESIGN m N m m a LOCATED IN PASSIFLORA ^' m gas vnLVE 3 ° i Hd DESIGN HEIGHT - 6• UNLESS OTHERWISE NOTED m � ° xFmR MANUAL ( ) - AVE TO BE PROTECTED ND UISC" DIL44 S 053" APN 256-0-72 Jd IN PLACE. I FIXIPER NIP 15910 GRADING PLAN ° g/ ® GRA NTY RETAINING WALL PER SDRSD09 O NO EG� i' / EG AT SWALE FL CONC. APRBMP WALL ° ° ON � � � CONC. WALL 3• 295.4 FL �(I p 150.2' p 3• LONG x 4• WIDE '� PVC SD 293.8 FL - :.: 6" FREEBOARD 291.5 2920 TW 30.1• 25.3' 51.8' 22.7• 20.4' 24" MIN OF ENGINEERED SOILx 12" STEP DOWA BMP FG -� , 294.4 FL I T3.2 MAI 5' ,.13 2 STEP 6D11ia' 2-3" OF 3/8" GRAVEL 1 NOTES: 4" THICK .'8`�.8"FL•'' DWELLING FENCE 1 1. DIMENSIONS SHOWN PER PLAN CONC. APRON %FG To' I 1 12" OF 3/4" CRUSHED ROCK** * BMP "ENGINEERED SOIL" LAYER SHALL BE COBBLEISTONE PLACE COBBLE I EXIST MINIMUM 24" DEEP. BID 65 (BY AGRISERVICE) OR DAYLIGHT WITH EG E 4" PERFORATED PVC PIPE APPROVED EQUAL. MIX SHALL CONTAIN 65% STONE ROCK SWALE I FF=303.6 _ HARDSCAPE _ _ _ _DWY_ DETAIL A SECTION E-E WRAPPED IN FILTER FABRIC SAND, 20% TOPSOIL, AND 15% COMPOST. / SECTION A -A BMP DETAIL MI IMU CRUSHED ROCK LAYER SHALL BE A NTS NTS NB NTS MINIMUM OF 12". RANGE NO. DESCRIPTION APPROVED DATE I BENCHMARK AS -BUILT APPROVALS DESIGNED BY: 1 DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA I MA PLANS PREPARED UNDER SUPERVISION OF REC D: APPROVED: GRADING PLAN FOR: DESCRIPTION: C No. LVD 707 PASSIFLORA AVE. DATE: 1-8-21 LOCATION: LEUCADIA BLVD Edward J. Wimmer MARIO A. ARELLANO DATE PASSIFLORA LLC LDEV-010794-2020 °'w' R.C.E. NO.: 70630 S WAK EDWARD I WIMMER RECORD FROM: .46 19379 CITY ENGINEER 256.233-19 2-8-21 2-8-21 ELEVATION: 320.468, DATUM: NAVD88 SENIOR ENGINEER DATE M RIO A. ARELLANO EXP.: 6-30-21 DATE DATE RE: CASE N0:18-214 CDP SHEET 2 OF 3 6MP SIZING TABLE NEW IMPERVIOUS AREA (SF) 8985 REQUIRED BMP AREA (SF) 4$ OF ADDED AREA 359 DESIGNED BMP AREA (SF) 1 J60 u I I APN 256-233-08 GRAPHIC SCALE / / 10 0 5 10 20 L mcn=mft. APN 256-233-07 / � a ' a / I J I .91 a°J °4 /0�9� ° a APN 256-233-11 IW r5p2� ry1 POOL .spy 4 a a ° ° q n / I ° 1 n d a / � a a °4 J 4 J a ° J 4 ° ° G d r °4 /�/--I------o--------- ° / I MAIN DWELLING ,bpS ryry PAD=302.9 (302'-11 ) pS ° a 4 4 J .SPA a t it Ji 4 GARAGE/ADU FF=303.6 (303'-7) PAD=302.9 (302-11 ) a 2 h6 ° ° °/ 6°O pry Spry ° i a 4 ° 4 Ji ° 0`L ° a / 4 a Q i A J / 6 o` a � a a J m / J / EX/S71NG CONCRETE 4 ggti J p1 rypJ 9A a ° a ® N89'04'55"W 150.19'._--.. J 56 / GA VALVE �Ory' ° G APN 256-440-72 EROSION CONTROL PLAN p' 8 4" 12" ti APN 256-233-12 � y ON • 1y0 . r APN 256-233-12 LEGEND APPLICABLE BMP'S SYMBOL CALIFORNIA STORMWATER SUP HANDBOOK PROPERTY LINE EC-1 SCHEDULING SC-1 SILT FENCE SE-5 FIBER ROLLS STABILIZED CONSTRUCTION ENIRANCE/EXIT SE-7 STREET SWEEPING AND VACUUMING SE-10 STORM DRAIN INLET PROTECTION TYPE I AND 3 TR-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT GRAVEL BAGS NS-12 CONCRETE CURING NS-13 CONCRETE FINISHING CONCRETE WASHOUT ® WM-1 MATERIAL AND DELIVERY STORAGE WM-2 MATERIAL USE MATERIAL DELIVERY W-3 STOCKPILE MANAGEMENT AND STORAGE ® WM-8 CONCRETE WASTE MANAGEMENT -9 SANITARY/SEPTIC WASTE MANAGEMENT FIBER ROLL SILT FENCE FLOW DIRECTION WOOD STAKE DRIVE STAKES TIGHTLY MAX SPACING TOGETHER TO PREVENT FLOW-THRU �DETAIL A STAKE B FABRIC SECTION A (FOLD AROUND STAKES 1 FULL TURN AND SECURE WITH 4 STAPLES MIN. SECTION FABRIC (FOLD AROUND STAKES 1 FULL TURN. 2"x2" WOOD STAKE SECURE WITH 4 SILT FENCE STAPLES MIN.) FABRIC STAKE A 2"X2" WOOD TAMPED STAKE BACKFlLL, END STAKE DETAIL (TOP VIEW) RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY GRAVEL BAGS NTS ROLL SEDIMENT ROLL FINISHED GRADE 1 DIAM 1r� DIAM iI MIN PER SAKE DETAIL A STAPLE DETAIL TEMPORARY SILT FENCE NIS THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED EXISTING 14 PUBLIC RIGHT- OF -WAY 50'MIN. B" MIN. PROFILE NOTE. CONTRACTOR TO MODIFY CONSTRUCTION ENTRANCE IN THE FIELD AS NECESSARY WOOD STAKE PROVIDE APPROPRIATE TRANSITION BETWEEN 3/4" X 3/4- STABILIZED CONSTRUCTION ENTRANCE AND AX 4' SPACING PUBLIC RIGHT—OF—WAY ENTRENCHMENTDETAIL IN ENTRENCHMENT DETAIL IN SLOPEAREA FLATAREA STABILIZED CONSTRUCTION FIBER ROLL ENTRANCE NTS NTS RANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DEsi Br: DRAWN Br: cHE BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. MA MA DESCRIPTION: No. PLANS PREPARED UNDER SUPERVISION OF RE C D: APPROVED: GRADING PLAN FOR: 707 PASSIFLORA AVE. C LOCATION: LEUCADIA RLVD LVD MARIO A. ARELLANO DATE DATE: 1-8-21 Edward J. Wimmer PASSIFLORA LLC LDEV-010794-2020 g4 SENIOR ENGINEER DATE °'w' R.C.E. NO.: 70630 M RIO A. ARELLANO EXP.: 6-30-21 S WAK 2-8-21 DATE EDWARD I WIMMER CITY ENGINEER 2-8-21 DATE RE: CASE N0:18-214 CDP 256.233-19 RECORD FROM: .46 19379 ELEVATION: 320.468, DATUM: NAVD88 SHEET 3 OF 3