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2019-14234 SG (Plans)RIGHTOF WA YNOTE EROSION CONTROL STORMWA TER POLL UT /ON CONTROL BMPNO TES RELA TIVE TO CONS TRUCTIONACTIVIT /ES OWNERS STEVEN ANTHONY FISHER AND MELISSA RAE FISHER OWNER IS TO OBTAIN A CONSTRUCRON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVEN ANTHONY FISHER AT (619) 813 -8903, 24 HOURS A DAY. CONCRETE WASHOUT 443 BACH STREET PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NO77CE AND DOUBLE PERMIT FEES IT IS THE CONTRACTOR SHAH ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE CARDIFF, CA 92007. RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TMES DURING THE RAINY SEASON (OCTOBER i WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND (619) 813 -8903 DRgINAGENOTE TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SHE ON OCTOBER 1 AT CONVENIENT LOCARONS TO FACILITATE THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECE114NG WATER. CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE RAPID CONSTRUCRON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN 1S IMMINENT WASHOUT LOCARON. SITEADDRESS NO CONCEN IRA TED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER 1S TO DRAIN AWAY FROM STRUCTURES 443 BACH STREET FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF' HE ENGINEERING INSPECTOR. CONSTRUCTIONSITEACCESS CARDIFF CA 92007 UTILITYNOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SARSFACRON OF THE CITY ENGINEER A STABILIZED CONSTRUCRON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF S /IL: THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLA TES ASSESSOR'S PARCEL N0. AFTER EACH RUN -OFF PRODUCING RAINFALL. 260- 651 -19 ALL UTLIIES SERl4NG THIS SITE SHAH BE INSTALLED UNDERGROUND. CONSTRUCTION VEHICLES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN GENERAL NOTES INCOMPLETE GRADING OPERA PON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCRON VEHICLES PARKING, VEHICLE DATEOFSURVEY REFUELING, AND ROUNNE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE NOVEMBER 20, 2018 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTON, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THE DESIGN CONSTRUCRON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY THAT ARE UNSAFE OR ARE PO TEN VALLY UNSAFE. EROSION CONTROL LEGAL DESCRIPTION CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTON. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST LOT 19 OF CITY OF ENCINITAS IN 89 -229, IN THE CITY OF ENCINITAS, COUNTY OF Z NOT USED. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETARON AND SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP ]HEREOF NO. 14006, FILED BONDED RBER MATRIX. IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 21, 2000. J. SEPARA TE APPROVALS AND PERMITS FOR ANY CONSTRUCRON WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK CONJUNCRON WITH IMPROVEMENT PLANS DA Y. NO EXCAVARON AND GRADING ACRVIRES ARE ALLOWED DURING WET WEATHER. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONS7RUCRON SITE. CONTRACTOR SHALL PROTECT OWNER'S CERTIFICATE 9. ALL REMOVABLE PROTECPVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN INS FIVE (5) DAY RAIN CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPER TES DURING GRADING OPERA TONS. PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL I (WE) HEREBY CERRFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL d ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDIRON REMOVE EXISRNG VEGETA77ON ONLY NIEN ABSOLUTELY NECESSARY. LARGE PROJECIS SHALL BE CONDUCTED IN PHASES TO AVOID GRADING ACTVITY AND ADVISE ON THE COMPACTON AND STABILITY OF THE SITE EXISRNG PRIOR TO GRADING. UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE STORMWATERPOLLUTIONCONTROL POST CONSTRUCTIDNBMP /IMPNOTES EROSION. 1(WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S DEICERS OFRCIALS EMPLOYEES, AND AGENTS HARMLESS 6. RTE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHHICH 1S DISTURBED OR DESTROYED SHALL BE FROM, AND AGAINST ANY AND ALL UABIUTES CLAIMS, DEMANDS, CAUSES OF ACRONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 1. FOR STORM WATER POLLURON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTL Y WIN ANY ACTS OR OMISSIONS TEMPORARY VEGETATON MUST BE PLANTED ON SLOPES OR WIRERS CONSIRUCTON 1S NOT IMMEDIATELY PLANNED FOR EROSION CONTROL OF OW4UER OR OWIUE7?'S AGENTS EMPLOYEES CONTRACTORS SUBCONRiACTORS, OFFICIALS, OFFICERS, OR REPRESENTATVES FOR ANY AND 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECPON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC PURPOSES EROSION SHALL BE PREVENTED BY PLANING FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE ALL WORK OR CONSTRUCRON COVERS IN THE PERMIT O CONNECTED DIRECTLY OR INDIRECTLY TO O PERMIT OR APPROVED PLANS FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATONS. STORM DRAIN SYSTEM. SOIL. WITHIN THE PRIVA TY OR P BL ASEMENF / 8. GRADING AND EQUIPMENT OPERAMG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLURON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT PLANT PERMANENT VEGETAPON AS SOON AS POSSIBLE, ONCE EXCAVAPON AND GRADING ACRI477ES ARE COMPLETE. CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS FROM THE CITY SIGNA7UR . C_ WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. STS, ANTHVYf ER 9. NO GRADING OPERA PONS SHALL COMMENCE UNTL A PRE- CONS7RUCRON MEERNG HAS BEEN HELD ONSI7E WITH THE FOLLOWING 3 ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACIU77ES AND /OR TO TURF OR LANDSCAPED AREAS .. PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSIRUCRON WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED ON- SITECONSTRUCTIONMATERL4LSTORAGE SIGNA E (I l'G � DATE: MEERNG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. BMP /1MP FACILITY AND /OR THE TURF /LANDSCAPED AREAS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE MELISSA RAE FISHER 10. PRIOR TO HAULING DIRT OR CONSIRUCION MATERIALS TO ANY PROPOSED CONSTRUC17ON S17F WITHIN THIS PROJECT IRE DEVELOPER PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL S TA TEMEN T OF ENGINEER OF WORK SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN STORED ON -SITE ELIMINATE OR REDUCE POLLURON OF STORMWATER FROM STOCKPILES KEPT ON -SITE: STOCKPILES MAY INCLUDE SOIL, WITH ALL CONDIRONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERAPON. DISCHARGES TO AN ADEQUATE IMP/BMP. PARING MATERIALS, ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZA17ON 11. UPON FINAL COMPLEPON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 5. DRIVEWAYS SHALL HAVE A MINIMUM 27. CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM MEASURES AND PROVIDED WITH A IEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL IMES STANDARDS AND PRACTCES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED RELEASE OF SECURITY, AN "AS GRADED CERIRCATON" SHALL BE PROVIDED STAING• "THE GRADING UNDER PERMIT NO 14234 -SG HAS THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULARONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED TRAINING ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WINO CERTRES SUCH GRADING ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERYINA77ON BY THE CITY OF OPERA PON. 6 ALL STORMWATER IMP /BMP FACILITES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. CON7RACTORS EMPLOYEES WHO PERFORM CONSTRUCRON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE OF ENCINITAS STORMWA7ER POLLU17ON CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTON HE SHALL INSPECT AND 7. THE 1NSTALLARON OF ADDIPONAL IMPERVIOUS SURFACES NOT SHOW ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REVISED OR THE PROPERTY OVER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY TEST THE EXCAVARON PLACEMENT AND COMPACRON OF FILLS AND BACKFILLS AND COMPACTEN OF TRENCHES HE SHALL SUBMIT SOILS THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. OWN RESPONSIBILITES ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACING REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETON OF GRADING OPERA PONS HE WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL R ALL EXISRNG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE WASTEMANAGEMENT EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSPBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CON57RUCRON MATERIALS. DUMPING OF / Q �Ess 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSIRVE DRAINAGE AND PREVENT PONDING OF ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL UNUSED OR WASTE PRODUCTS ON THE GROUND, MITRE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY SIGNATURE: DATE. IZ 1 / WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERPES OR FINISHED WORK ON THE SITE AND OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE ROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE PROHIBITED. VINCENT L. SAMPO01 SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTL SUCH THE AS PERMANENT DRAINAGE AND TRASH ENCLOSURE AREA, THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ? O EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE NO SEEPAGE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORMWATFR. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSIERS COMPANY SAMPO ENGINEERING, INC. w No. 44173 SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED ADDRESS. • 171 SAXONY ROAD, STE 213 ENCINITAS CA. 92024 06 -30 -21 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS AT ALL AMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN PHONE NUMBER. (760) 436 -0660 SPECIRCARON. ALL VEGETABLE MATTER AND OBJEC17ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE STRUCTURE ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL `rI C1Vk UPON WHHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. RCE EXPIRES 6/30/�I °9TFCF CA��FO� THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIRCA77ONS SAN DIEGUITO WATER DISTRICTNOTES: AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECRON 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIRCARONS OF THE OF AS HAZARDOUS WASTE FOR INFORMAPON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK CURRENT WRIER AGENCIES' STANDARDS COMMITTEE WASC AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. AND LEFT IN A NEAT AND ORDERLY CONDIRON ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVARON OR ( )• EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSPTIIF REPRESENTARON AS TO THE ACCURACY OF, THE LOCAION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTU7}; PIPE OR STRUCTURE WITHIN THE LIMITS OF IRIS PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY 16. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE PROJECT CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES S17F 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 IHE SOILS ENGINEER AND CITY ENGINEER PRIOR 3. ALL EXIS77NG FACILIRES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNEC17ON SHALL ALL CONSTRUCRON DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAIN CONTRACTOR MUST ROURNELY CHECK TO THE DISPOSAL OF ANY SUCH MATERIAL BE FIELD VERIFIED. ALL EXISING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS E1EC1R1CA1 AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN W9HITIEN PERMISSION BY SAN DIEGUlTO AND CLEAN UP MATERIAL ]HAT MAY NAVE TRAVELED AWAY FROM CONSIRUCION SITE 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM TREES WATER DISTRICT LOCATED WITHIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND FOR MORE INFORMARON ON STORMWATER POLLURON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING SHALL BE PROTECTED IN PLACE DURING CONSIPUC77ON UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVARON, OR DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTNG WATER FACILITY (FIRE HYDRANT IREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECRON ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE METERS, VALVES, VALVE BOXES, ETC.) WHHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIUIES MUST MEET CURRENT NOTIFICATIONS: o REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONRICT WITH A CITY TREE, IT MUST NOT BE WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACIL17E5 DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED o DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. TO CURRENT STANDARDS AT 7HE OWNER'S EXPENSE. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A ° o 18. 1F ANY ARCHAEOLOGICAL HISTORICAL OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACRVJTY, THE SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE (HERE ARE NO EXISTING UILlRES EXCEPT AS SHOWN ON THESE o PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACT 4TES 1N THE AREA OF DISCOVERY TO 5. U77LIRES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISING UPURES OR Q SANTA FE DR. 2 ALLOW EVALUARON OF THE SIGNIFCANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT STRUCTURES LOCATED AT THE WORK SITE. IT IS THE COMRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID PL 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN UPLI77ES OR STRUCTURES PRIOR TO ANY EXCAVARON, FOR VERIFICATION AND LOCA77ON OF UPLI77ES AND NOPFICARON OF R vav SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE IME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES) DIEGO GAS AND ELECTRIC VAULTS z SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT COMMENCEMENT OF WORK: $[WWIw��+ SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NAIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES A. SEWER - CITY OF ENCINITAS - (760) 633 -2770 ZZ DIRECTOR MUST CONCUR WI7H THE EVALUA77ON PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN B. GAS &ELECTRIC - SOGE - (760) 438 -6200 ACRVIIES ARE ALLOWED TO RESUME, FRONT OF THE PARCEL THEY ARE SERVING C. WATER - SAN DIEGUITO WATER DISTRICT - 1 -800 - 227 -2600 TELEPHONE - SBC BELL - (760) 489 -3411 8. CALIFORNIA STATE LAW ASSEMBLY BILL A6-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF D. v��" n�°E QpCkV S 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, 1F HUMAN REMAINS ARE FOUND ON 7HE PROJECT SITE ALL POTABLE WATER SYSTEM ERECTVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS E. CABLE TV - COX COMMUNICA PONS - (760) 806 -9809 X2233 N DURING CON57RUCRON ACIP07Y, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE SHALL 00 �°vv)9 ct Z IMMEDIATELY N0IFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE NO FURTHER EXCAVARON OR DISTURBANCE OF THE TO BE NO -LEAD BRASS PARTS e� u�r TO BEGINNING ANY WORK ON THIS PROJECT DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED 2 CONTRACTOR SHALL NORFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR u, 9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN PHONE., (760) 633 -2770. ARCHAEOLOGIST AMOR A ]RADITONALLY AND CULTURALLY AFFILIATED (TCA) NAIVE AMERICAN MONITOR, SHALL OCCUR UNTL THE � � CORONER HAS MAD, NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF ACCORDANCE WITH WC -17 OR WC -18. ^ 0 z SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 1NSPECRON. PHONE. • (760) 633 -2770. ALL WORK PERFORMED VICINITY MAP d 1 DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALII7ED ARCHAEOLOGIST AND /OR THE TCA NAIVE IMPERMEABLEAREASCALCULATIONS WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECRON AND REMOVAL. NOT TO SCALE AMERICAN MONITOR), AND CONSULTARON AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW °� IMPERVIOUS AREA PRIOR TO CONSIRUCTON.• 90 SF "� THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOPRED IF THE REMAINS ARE SUBJECT TO HIS OR HER EAR THWORK DA TA w `- AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NAIVE AMERICAN, HE OR SHE SHALL CONTACT THE NAIVE AMERICAN IMPERVIOUS AREA AFTER CONSNUCRON.• 1,567 SF MAXIMUM VERTICAL DEPTH OF CUT = 5.1 FEET i h ` o, HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF IMPERVIOUS AREA INCREASE: 1,446 SF MAXIMUM VERICAL DEPTH OF FILL = 0.8 FEET LO N NAIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (IN PLACE), OR IN A SECURE LOCATION IN CLOSE IMPERVIOUS AREA NEW /REMOVED AND REPLACED: 1,567 SF w rs PROXIMITY TO WERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE BID- F1LIRATION BASING SIZING. 1,567 X 0.049 = 63 SF CUT = 83 CY 00 TCA NAIVE AMERICAN MONITOR. FILL = 5 CY ACTUAL BASIN = 72 SF EXPORT= 78 CY 3 co REMEDIAL = 158 CY (3' REMOVAL AND RECOMPAC77DN UNDER, AND 3' OUTSIDE OF BUILDING AREAS) STORM WATER STATEMENT i THIS PROJECT 1S CLASSIFIED AS A "STANDARD DEVELOPMENT" PROJECT PER CITY OF ENCINITAS STORM WATER CHECKLIST THE PROJECT BMP PROJECT STATUS PROPOSES TO INCREASE THE TOTAL IMPEROOLIS AREA FROM THE EXISRNG CONDIRON BY 1,567 SF STANDARD m° THE BMP EFFECTIVE AREA (72 SF) HAS BEEN SIZED AS 49 OF THE NEW AND/ REMOVED AND REPLACED IMPERVIOUS SURFACES PUBLIC WORKS PLANNING DIVISION PARKSAND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT N cc -7,79.IS w SIGN DAIE SIGN f DATE SIGN DALE ISIGN DAIS SIGN DA a CHANGE NO. DESCRIPTION APPR0VED DA TE BENCHMARK AS- BUILTAPPROVALS DESIGNED BY DRAWN BY. CHECKED BY NGINEER /NG DIKSIONAPPROVALS CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N0, 1 1 KS AS -BUILT S M 9/10/2020 CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1047, /j INT DATE PLANS PREPARED UNDER SUPERVISION OF RECOMM OED. � APPROVED: SIMPLIFIED GRADING PLAN FOR Z STAPON NAME "CADT 11 -DC" 35" CALIFORNIA DEPARTMENT iJ- 6 -10 -20 PUBLIC WORKS NA ___ 1 • CD / 443 BACH STREET OF TRANSPORTATION ALUMINUM DISC IN THE SIDEWALK OVER VINCENT L. SAMPO DATE DATE• I Z 19 JESS, D ARD J. NUMER 14234'SG THE SOUTHEAST AND OF THE NORTHEAST ABUTMENT OF THE PLANNING NA ___ / Q CITY ENGINEER FISHERACCESSORYDWELLING UNIT MACKINNON AVENUE BRIDGE OVER 1NTERESTA7E HIGHWAY 5. Steve/ Nawa k, 9110/2020 REVIEWER J O 61110 yIN/C- EN- TTLL.dSAMPO / �✓ R.C.E. ND. 44173 ,,� p APN.' 260 -651.19 L CI ENGINEER DATE INSPECTOR ENGINEER OF WORK EXP.: 6 30 Z? 6� ! g Z° SHEET f OF 3 LiA ELEVAPON. 231.691 DATUM• NAVD68 SP q /10 DALE DATE PLANNING CASE N0. N A o •�,� - _ , T i, -. .n i. j , \, \.\ _. *h:.` , ..`-: n :, �: CONOTR ON NOTES' =' 1. EXISTING TOPOGRA BOUNDARY DATA SHOWN HEREON PROVIDED BY SAMPO ENGINEERING, INC. ON - �. r';.' 1. NOVEMBER 20, 2018. 2. ALL ON -SITE STORM DRAIN INAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE .... -• ' _.,- '- `4: r "• {- : 112i ti 0 LEGEND SYMBOL CONSTRUCTION NOTES _ a4 ° / o PROPERTY BOUNDARY - - _� RIGHT OF WAY 1. EXISTING TOPOGRAPHY BOUNDARY DATA SHOWN HEREON PROVIDED BY SAMPO ENGINEERING, INC. ON NOVEMBER 20, 2018. o EXISTING EASEMENT - - - - 2 ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE a / EXISTING CONTOUR 320 MAINTAINED BY THE PROPERTY OWNER. ^ J. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL p ° ° td� . EXISTING ELEVATION X 320.43, (320.43) ENGINEER RECOMMENDATIONS. SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING DEPTHS NEW CONTOUR 4. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO DISCHARGE TO THE 322 SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL NOT ° ° ° NEW ELEVATION 320.10 DRAIN TOWARD BUILDING FOUNDA (IONS 5. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED °' ° ® / DAYLIGHT LINE UNDERGROUND. DRAINAGE SWALE 6. CONTRACTOR TO LOCATE AND PROTECT IN -PLACE ALL EXISTING WATER SERVICES AND WATER METERS 7 EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR ° ° DIRECTION OF FLOW a' DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD ° ° moo'. o c„ c OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES �, S-.2 o .. W CONCRETE PAVEMENT /HARDSCAPE o o:.. 8. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS THAN 4" PCC OVER 2" CLEAN SAND ° 5 o ° . p o o. p ^ CONCRETE MASONRY RETAINING WALL REINFORCED WITH NO. 3 BARS AT 18" O.C. IN BOTH DIRECTIONS OVER RECOMPACTED NATIVE SUBGRADE o ^ SOIL, UNLESS DETERMINED OTHERWISE BY SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. ° a z ° BIO- FlL1RAIlON BASIN �^ o a .. ��.� °.. °. a ° 9. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT KEYNOTES: PRACTICES ti ° p. „ .. ° � '� • \ ° 4 DEMOLISH /PROTECT lN- PLACE.• 10. UNLESS NOTED OTHERWISE, ALL ROADWAYS SHALL BE A MINIMUM 16 IN WIDTH DURING CONSTRUCTION o o E 1. DEMOLISH EXISTING 1R E AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM o FRE CODE AND CITY OF ENCINITAS FIRE DEPARTMENT �. ' ° ° 0 0 0 � 2 DEMOLISH MOW STRIP il. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS 3. DEMOLISH PORTION OF MOW SNIP THAN 75,000 POUNDS C A 166 ° % __.�N11;( pg ° ° 0 4. RELOCATE EXISTING POOL EQUIPMENT PER ARCHITECTS PLAN 12. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY OR WITHIN 1��11 // g f 5. RELOCATE EXISTING IRRIGATION WATER VALVE THE EASEMENT THAT APPLICANT HAS RIGHTS ON. IF ANY DISTURBANCE TO ADJACENT PROPERTIES NOT ° O / ^� 6. DEMOLISH EXISTING IRON FENCE S SHOWN ON THESE PLANS IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION �9 NO WORK IN THIS AREA h z \ s ° 7. PROTECT EXISTING BACKFLOW PREVENIER IN -PLACE J�VVj� p OF THE CITY FIELD INSPECTOR, A WRl17EN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER �io MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE c �ti N y0 7 / ° \ 8. PROTECT EXISTING IRRIGATION VALVE IN -PLACE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND `" �° ,39 6 . 167 qAi� `° i p 9. PROTECT EXITING GAS RISER IN -PLACE SUBMl17ED TO THE CITY IS GROUNDS FOR AS TOP- WORK TO BE ISSUED FOR THE PROJECT UN1TL THE ... R' \6 ° x �� g REQUIRED PERMISSION IS OBTAINED. 5 �� 3 �, p1' h� �° / ° 13 /66 C� �6] a \ „ _ 10. PROTECT EXISTING HEATER IN -PLACE ° 11. PROTECT EXISTING AREA DRAIN IN -PLACE 13. ALL UTILITIES SHOWN HEREON ARE APPROXIMATE CONNACTOR TO VERIFY LOCATION PRIOR TO 0.789 -„�, � i o ^ ti CONSTRUCTION. �� i i ti . �� / x g lq o ° 12. PROTECT EXISTING MOW STRIP IN 13 PROTECT EXISTING FENCE IN -PLACE 16 165 ° i 14. PROTECT EXISTING TREE IN -PLACE 5 ®�FSy 15. PROTECT EXISTING STREET LIGHT HAND HOLE IN -PLACE 9r d of 18 ti °� 0 9 0 ° 0 167 ° n��F 16. PROTECT EXISTING STREET LIGHT IN -PLACE WL 165.80 5 ° p -6> z 17. PROTECT EXISTING WATER METER IN -PLACE U FG 165.50 cn® 09 o IEoT 9 164.82 ° ° � 18. PROTECT EXISTING SEWER CLEANOUT IN -PLACE 10 m i i BTM 162.82: � �1�' FR, o ^ �\ ° 19. PROTECT EXISTING RESIDENCE IN -PLACE 9 0 C* \ \ X 20. PROTECT EXISTING HARDSCAPE IN -PLACE ° 21. PROTECT EXISTING POOL IN -PLACE PL 1658 \ LINE I GHT 6s �6 cF���� 9 ° 1 NO K\N THIS AREA ° 22. PROTECT EXISTING WALL IN -PLACE Is' 166 B �� solo \�o° ��• 23. PROTECT EXISTING 2 -3" OUTLET PIPES \ -� 24. PROTECT EXISTING SURVEY MONUMENTS IN -PLACE 24 -MIN, U.N.O. 4 I 11 ,`� N 9 \ \ �``` ' NEW IMPROVEMENTS: ❑ GRASS OR TURF LINED OPTION OVER 0 ��� \S��G �-o ° \ ° 1. NEW ACCESSORY DWELLING UNIT z ANCHORS (TIP.) LANOLOK TURF REINFORCEMENT I 659q G��� 1 n 2 z \+ Q WHERE SLOPE EXCEEDS 59 o \F 1 �� �P� 6�1ti c a ° �\ 2. NEW CONCRETE HARDSCAPE, SEE CONSTRUCTION NOTE N0. 8 " A 1 lS 1 1� J. NEW CONCRETE MASONRY WALL PER SDRSD C -5. WALL 66 9� p \ \ \ 9 / MAX. \ - - 1 16 • a�` �, DRAINS PER C-7, C -8 \ I- I -I 16661 661 °_ °° Z \ ° A D 4. NEW FIRE PLACE PER ARCHITECTS PLAN 2� � � "y ^ " `° '�� � \ p0 5 REMOVE AND REPLACE PORTION OF EXISTING ROLLED CURB A _ I _ 4 o o z 16�' ^ \\ �5 6. NEW CONCRETE MASONRY WALL PER SDRSD C -1. WALL DRAINS PER C -7, C -8 6 p �' ° \ DRAINAGE /STORM WATER QUALITY :0 So 13 EXISTING RESIDENCE + 1. 6" DIA. PVC (5DR -35 MIN) STORM DRAIN PIPE 0 19 SLOPE MIN. _ - - - FF. 168. 0 ' g � o � ^ \ � x ° 2. 6" DIA. SPEE -D DRAIN BY NDS OR APPROVED EQUAL _ _ 4" DIA. AD 6689 CB � O ^ /6] Z ^ � .p ^ c^° \ �6' iu c nA /AIA/�C naAlc nro ncrAl " I I -III NOTES 1G 1 661ti `�° 2 SAS �° rn rn \\ 4. 24-mBc Drrmmrvc�mTCC rnracmd�� 1 DAYLIGHT ®� OO a o " " 1. PLACE 3 ANCH PER SQUARE YARD OF MATERIAL. ('S) \F- _ 9 �, \ ti 5. 72 SF 810 -FIL IRA PON BASIN PER DETAIL B 2 FOR GRASS OR F OPTION, INSTALL LANDLOK TRM 450 a 20. / LANE Fsyolo a � ° \ ° �� 6. 4" DIA. PVC (5DR -35 MIN) STORM DRAIN PIPE 0 19 SLOPE MIN. TURF REINFORCEME MAT N o ° a \ » T�/ �+ co s `<^ 7. 2-3 DIA. PVC (SDR -35 MIN) STORM DRAIN PIPE 0 19 SLOPE MIN. I I Pll. I/EGETA TED DRAINAGES E �W 166 / ° ° o \ \\ ° ' 8. 4' WIDE X 8" THICK PCC HEADWALL PER SDRSD D -30 0 1F / 0 CS o o. ^ \ \ 9. 2'X2' RIP -RAP ENERGY DISSIPA TOR USE 12 BACKING 4 " -6" THICK NO SCALE o z / ��6�3 n ^ ° \ \ 10. 12"X12" OVERFLOW PCC CATCH BASIN BY BROOKS OR APPROVED EQUAL l t 3" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35). SLOPE 0 19 MIN. 1 \ 6 61� o \ \ ° �L18" IlLPF PGG BROW TGH a 9AP PER cnocn n 76 rvn8 6 C 167.15 FL C \ 8 DAYLIGHT o 9 1 4 N �° 6 OS \ f LINE g o \\ \ U ��� O EXISTING EASEMENT. l l \ � a ° Oa �, �9� \ A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE 4 DIA. AD 7 O \ 9 o z o z �� P \ COMPANY DATED MARCH 1, 2019 AS ORDER NO. RRI- 5887402 WAS I 167.3 DS �6�� \ a ^ REVIEWED FOR ANY EXISTING ON -SITE EASEMENTS SAID REPORT y 1 6 ° a ° o ° \ �j ° REFERENCED EASEMENT PER RECORD MAPS, WHICH ARE LISTED \ itz ° c a \\ BELOW AND PLOTTED HEREON. 8 DS 4" DIA. A \ \ 9 9 161�ti . 4 ° 4 a rn A. WATER EASEMENT TO SAN DIEGO WATER DISTRICT 12 "X12" OVERFLOW PCC 4" DIA. AD I i A "� ^ \\ GRANTED PER MAP 14006. 730 OSS 6i CATCH BASIN BY 'BROOKS" DEEP ROOTED, DENSE, DROUGHT 16 1~ 167.84 OR APPROVED EQUAL TOLERANT PLANTING SUITABLE 2 ° i 4" DIA. AD ° ° N '� ^ \ �F�n ° ' B. PUBLIC SEWER AND ACCESS EASEMENT TO CARDIFF Q FOR WELL DRAINED SOIL i .` o R6 , ° ° ^ �o� \\ z SANITATION DISTRICT GRANTED PER MAP 14006. 2 " -3'" Of HARDWOOD MULCH i 2 I w o 6 g 161 / 0 'fiA \ \� " ° C. PUBLIC UTILITY EASEMENT GRANTED PER MAP 14006. 46 >660 F� 166' 4" DIA. AD I \ \ 1� \ y 19 / ! \ \ m �- 165.80 K I \ � / ^ ° x \ Q A PUBLIC PEDESTRIAN ACCESS EASEMENT GRANTED TO 6 NEW ADU \ 4" DlA AD/ ° ° `'� o ^ , \ THE CITY OF ENCINITAS PER MAP 14006. Q A NO WORK IN THIS AREA �7" ENGINEERED SOIL / ��� /•� 2' OF J" GRAVEL h 18 " MIN %4" CRUSHED ROCK )N BASIN ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP SANDY LOAM SOIL TORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 659 SAND, 159 COMPOST MULCH, AND 209 TOPSOIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. B/0-FILTRATION BASIN DETAIL n NTS NOTE.' CONTRACTOR TO NOTIFY ENGINEER AND CITY IF BASIN DOES NOT INFILTRATE WITHIN 72 HOURS Of STORM EVENT; OR BY TESTING. 2 1 / \p ° ^ o z E. PRIVATE STORM DRAIN EASEMENT FOR THE BENEFIT OF FF.• 168.0 --. / 4" DIA. AD 1 4" DIA. AD ° NZ THE HOMEOWNERS ASSOCIATION RESERVED PER MAP 14006. T PAD: 167.3 F. 6.00' WIDE SAN DIEGO GAS AND ELECTRIC EASEMENT REC. \ ° \ ° �\ 3 -19 -65 AS F/P N0. 49391 AS OFFICIAL RECORDS END WALL 161•$4 ©>6g` \ \\ 2 \ AC 167. 2 / o TW�FG 168.00 I � \ �� 2 NN � � `�' \ ��c^ �' ryy° DS 6 o 0A MIGHT \� a '��`� \ G 6.00' WIDE SAN DIEGO GAS AND ELECTRIC EASEMENT REC. � 4" �INE 0 0 �� ° 8 -2 -56 AS BOOK 6203, PAGE 415 AS OFFICIAL RECORDS SUB -DRAIN DO ��, \ + p 16 / °o ^ o rn 0 / \ o m 6 170.0 1 yo 161 96 5 16l ❑ r, �- BEGIN {y4LL ° �� x \ \ QRpFESS /pN o i 2 >lY/FG °� 168 ti x 168 6� O ql 3 Q 168.0 3 21 0 C3 F2 OTG 167.66 S f :1 \s 6 _ $� ° 4" DIA. POOL o /F 166.76 4S AD �� ^ ^ EQUIPMENT \� a o �' _ \ �o Z o v �, SUB- DRAl6f PIP/ 5 I 4NO N�7K IN THIS AREA ° c� m ^ Z-1 6 A� 1 D f 0 i I 169- � z No. 44173 � ^ 0? � o 0 _ _ 06 -30 -21 Q m JWG1137 92 I - = T so - - B 4 `° X170 �% WALL o �1� a \ ? c� \ °J 0. 16 WALL ^ o o C ° v z \ q7 CIV11 �P , 4 DIA. AD 4 DIA. AD 3 175 4 1j ° " 1 °� s ., ° �'� FOF CA�1F� � W N 4 fl° s o ;� WALL ^ WALL z N - -- 4 DIA.AD- -- - -- -- -- - -- - _ m �o -0p - 2 00 3 4" DIA. AD 4 DIA. AD �J "� ^ ° ^ N003711 "E 19533' ° `2 > w r� 2 DAYLIGHT 1 2 2 g b b a a a 10 5 0 10 20 LINE E F G NEW SHEET SCALE: 1 10' w " = � s Q CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILTAPPROVALS V 1G'NEV BY.• UKAWN dY Otcxtu trr.• I I �s CITY ENGINEER AS- BUILIS SZN 9110 2020 CITY OF ENCINITAS SURVEY CON TROL POINT N0, 1047, STATION NAME "CADT 11 -DC" 3.5" CALIFORNIA DEPARTMENT OF TRANSPORTATION ALUMINUM DISC IN THE SIDEWALK OVER THE SOUTHEAST AND OF THE NORTHEAST ABUTMENT OF THE MACKINNON AVENUE BRIDGE OVER INIERESTATE HIGHWAY 5 ELEVATION: 231.691' DATUM. NAVD88 `�' 8 -19 -20 INT DATE PLANS PREPARED UNDER SUPERVISION OF , /� DATE.- 8-12-19 1,�� _y, R.C.E. N0. 44173 VINCENT L. SAMPO ENGINEER OF WORK EXP.: 6 30 19 PLANNING CASE NO. N A SHEET 2 OF 3 0 PUBLIC WORKS NA VINCENT L. SAMPO DATE Stever Nowak 911012020 PLANNING NA ___ REVIEWER J 0 q 0 CITY ENGINEER DATE INSPECTOR $$ qh0 ENGINEERING DIVISIONAPPROVALS CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN FOR o Stever N(mak fc r JESSE OWENS EDWARD J. WIMMER 443 BACH STREET /'► 14234-SG 0 cl CITY ENGINEER FISHERACCESSORYDWELLING UNIT N 9/1012020 APN :260- 651 -19 DATE DATE PLANNING CASE NO. N A SHEET 2 OF 3 0 `21 Z' `X L\ v 41 !N 7- TEMPORARY STABILIZED B 2 CONS TRUCYON ENTRANCE X V0 WORK W TH6 WEA PER DETAIL ICANO CASOA I AX TC-1 > X 0, ;18X N" d �2 IExi Z 41 z 6 c" V Z e; 4 TYPICAL INLET PROtdd� ­)VO WIWK IN `N45 Afi-TA , 2", -7- CASQA DETAIL t'& DETAIL. . SE -10 4y NQN, 3 r Nlk, 1"'I'T 0 4 v TEMPORARY SILT FENCE PER DETAIL 'f �'i v , ; . �;;;. ~ o ° !� v T 'i n \ _ ' `� AND CASQA DETAIL SE-1, x DEK TINS BASIN NOTE- 810RETENTION BASINS SHALL BE EXCA VA TED AND USED AS DESIt 77NG BASINS DURING CONSTRUC17DN THE SILT SHALL BE COMPLETELY REMOVED AND THE 810RE-7ENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. Ess/av .A-1`3! 4\ sTYP_ICAL INLET PR07ECIXN pff b I � , X, DETAIL r & CASOA �_ts 1 1 '4�, , bi fN No. 44173 r, QfT� F-10 li'44 06-30-21 6 CA � - iN, r)5x, civO_ 10, �1/11,j CL Z7 4 0 \\x A OF CA0" IN, J­� w 4 4 L V 3� N 5 0 10 20 ,4 167,31 0 10 PER DETAIL r' & CASQA 65� 1 L INLET PROTE0N 2 2 TAIL SE -10 TEMPORARY VELOCITY SCALE: 1" 10' _N1 CHECK DAMPER DETAIL x Lv AND CASQA NEW, A A 1/0 V 4/1 /N TYr Afi STANDARD SE-4 .1k CHANGE NO. 168, 0 N-\ PAD: 167J' V 4- 6 r "2\ T, 1605 4 $i \ a. T x 6 Yc hlfi OT VCAL pp ttU� DETAIL 'E' & 21 ------ - 3- CA SOA "T TA14 SE-10 -- - ------- L '6� s NO #r#?,)( IN 7HIS A RLEA J I Ale-1- A ge b 4 v, "l !�J sa Q-1 'S_ �wv _�w, 2) M:,-gw-w _Ownu iw wl- lxw � w-L Z&� 10-WANCIV WOW DESCRIPTION A PPRO VED 7EMPORA R Y SiT Flkt BENCHMARK AS-BUILTAPPROVALS DESIGNED BY- DRAW BY' PER DETAIL Y IQ IL 1 VLSI "I - CASQA DETAIL SE 1 9,(1012020 CITY OF ENCINITAS SURVEY CONTROL POINT NO 1047, STAPON NAME ICADT 11-DC" 35" CALIFORNIA DEPARTMENT OF TRANSPORTATION ALUMINUM DISC /A( THE SIDEWALK OVER THE SOUTHEAST AND OF H NORTHEAST ABUTMENT OF 7H1_ MACKINNON AVENUE BRIDGE OVER IN7FRESTA 7E HIGHWAY 5. ELEVARON: 2JL691' DA TUM • NA W88 63// 6 A I INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 1/7 I, R.CE NO. 44173 VINCENT L. SAMPO ENGINEER OF WORK Exp.: "0 1 DATE PLANNING CASE NO _ALA_ PUBLIC WORKS NA .A ONCENT L. SAMPO DATE Steve, Nawak, 911012020 4y NQN, 3 r Nlk, 1"'I'T 0 4 v TEMPORARY SILT FENCE PER DETAIL 'f �'i v , ; . �;;;. ~ o ° !� v T 'i n \ _ ' `� AND CASQA DETAIL SE-1, x DEK TINS BASIN NOTE- 810RETENTION BASINS SHALL BE EXCA VA TED AND USED AS DESIt 77NG BASINS DURING CONSTRUC17DN THE SILT SHALL BE COMPLETELY REMOVED AND THE 810RE-7ENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. Ess/av .A-1`3! 4\ sTYP_ICAL INLET PR07ECIXN pff b I � , X, DETAIL r & CASOA �_ts 1 1 '4�, , bi fN No. 44173 r, QfT� F-10 li'44 06-30-21 6 CA � - iN, r)5x, civO_ 10, �1/11,j CL Z7 4 0 \\x A OF CA0" IN, J­� w 4 4 L V 3� N 5 0 10 20 ,4 167,31 0 10 PER DETAIL r' & CASQA 65� 1 L INLET PROTE0N 2 2 TAIL SE -10 TEMPORARY VELOCITY SCALE: 1" 10' _N1 CHECK DAMPER DETAIL x Lv AND CASQA NEW, A A 1/0 V 4/1 /N TYr Afi STANDARD SE-4 .1k CHANGE NO. 168, 0 N-\ PAD: 167J' V 4- 6 r "2\ T, 1605 4 $i \ a. T x 6 Yc hlfi OT VCAL pp ttU� DETAIL 'E' & 21 ------ - 3- CA SOA "T TA14 SE-10 -- - ------- L '6� s NO #r#?,)( IN 7HIS A RLEA J I Ale-1- A ge b 4 v, "l !�J sa Q-1 'S_ �wv _�w, 2) M:,-gw-w _Ownu iw wl- lxw � w-L Z&� 10-WANCIV WOW DESCRIPTION A PPRO VED DA TE BENCHMARK AS-BUILTAPPROVALS DESIGNED BY- DRAW BY' I U1YtGKLV Lyr: IQ + /0 1 VLSI "I SIN 9,(1012020 CITY OF ENCINITAS SURVEY CONTROL POINT NO 1047, STAPON NAME ICADT 11-DC" 35" CALIFORNIA DEPARTMENT OF TRANSPORTATION ALUMINUM DISC /A( THE SIDEWALK OVER THE SOUTHEAST AND OF H NORTHEAST ABUTMENT OF 7H1_ MACKINNON AVENUE BRIDGE OVER IN7FRESTA 7E HIGHWAY 5. ELEVARON: 2JL691' DA TUM • NA W88 63// 6 A I INT DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 1/7 I, R.CE NO. 44173 VINCENT L. SAMPO ENGINEER OF WORK Exp.: "0 1 DATE PLANNING CASE NO _ALA_ PUBLIC WORKS NA --- ONCENT L. SAMPO DATE Steve, Nawak, 911012020 PLANNING NA REVENER JQO CITY ENGINEER DA T_ INSPECTOR SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO. IC-1 FOR ADDIRONAL INFORMATION I 1 15' MIN MATCH EXIS hN6 GRADE—/ — TYPICAL STABILIZED CONSTRUCTION ENTRANCE MIN. CRUSHED A GGREGA 7E GREATER THAN J 0 BUT SMALLER THAN 6'0 — FILTER FABRIC EXISTING GRADE SECTION A -A NO IF- CONSTRUCT SEDIMENT DADDIFO Aun PLJAAIAIFI17F DIIAMET NOTE GRADING INSPECTOR MAY ALLOW CORRUGA TED STEEL PANELS ONLY WITHOUT A COREGA TE 2 RAGS HIGH (TYP.) 24" WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERFLOW WHERE NECESSARY NO SCALE i WIDTH AS REQUIRED TO A CCOMODA TE AN 77CIPA TED TRAFFIC — F SEE CALIFORNIA STORMW47ER QUALITY ASSOCIARON (CASQA) STANDARD DWG, NO. SE-4 FOR ADDIRONAL INFORMA77ON WOVEN S T A GGE RFAED B RIC GA VEL BAGS TYPICAL VELOCITY CHECK DAY 4" PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDIRONS 1 1-1 I I- TYPICAL INLET PRO TEC TION 1. SET POSTS AND EXCA VA TE A 4" WIDE X 4" DEEP TRENCH UPSLOPF FROM AND ALONG THE LINE OF POSTS. 212"WOODEN POST OR APPROVED EQUAL NO SCALE SEE CALIFORNIA STORMWA7ER QUALITY ASSOCIARON (CASQA) STANDARD DWG. NO. SE -10 FOR ADDI 770JVAL INFORMA PON WOVEN FABRIC BRIC CRA VEL BAG 11 4 INCHES 2. A TTA CH THE SILT FENCING MA TERIA L TO THE POSTS AND EXTEND 3. BACKFILL AND COMPACT THE INTO THE TRENCH. EXCA VA TED SOIL. II��II 1I 1�I I� ��i u I NO 7E.- A L 7ERNA R VE SILT FENCE CONS 7RUC RON MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE FILTER FABRIC IN 111=111 - 01 = : - ..", WIRE 1 3; 1=1 I M I I —, z��i I 1=1 I Ed. T? -11 1=1 I 1=1 I M I 1EE1 I M I _z__1 I P Q_ Q III 00 :111 -1 I. 1 11 11--111= SEE CA11FORMA STORMWA TER QUALITY ASSOCIA77ON (CASQA) STANDARD DWG. NO. SE-1 FOR ADDIRONAL INFORMARON at2 zs 0 z iz w NTs F IC -- Lf O LO ui ENGINEERING DIVISIONAPPROVALS CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECOM7ME ED: APPROVED- EROSION CONTROL PLAN FOR, IS5L,00ENS EDWARD J. '7V6 443BACHSTREET 14234-SG "I NC CITY ENGINEER FISHER A CCESSORYDWELLING UNIT 63// 6 A I APN. • 260.049 DATE PLANNING CASE NO _ALA_ SHEET 3 OF r <1