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2019-14372 G (Plans) (2)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER IS TO OBTANNA CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENTAT LEAST48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULT IN ISSUANCE OFA STOP WORK NOTICEAND DOUBLE PERMIT FEES. ITIS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWSARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAINAWAYFROM STRUCTURES FORA MINIMUM OF 5 FEETAT 2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE' FACILITY 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAKE SCHULZ AT (760) 621-8751, 24 HOURS A DAY. 2. EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADEAVAILABLEATALL TIMES DURING THE RAINY SEASON (OCTOBER ITOAPRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURE'S WHEN RAIN IS IMMINENT 3. DEVICES SHOWNON PLANS SHALL NOTBE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTOREALL EROSION CONTROL DEVICE'S TO WORKING ORDER TO THE SATISFACTION OF THE CITY UTILITY NOTE ENGINEERAFTER EACH RUN-OFF PRODUCING RAINFALL. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURESAS MAYBE REQUIRED BY THE CITYENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. GENERAL NOTES S THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTPUBLIC TRESPASS ONTO 1. ALL WORK SHALL BE DONE INACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AREAS THAT ARE UNSAFE ORARE POTENTIALLY UNSAFE. CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANYCHANGES OR REVISIONS THEREFROM SHALL BEAPPROVED BY THE CITY ENGINEER PRIOR TOANY REQUESTFOR 7 ALL EROSION CONTROL MEASURES PROVIDED PER THEAPPROVED GRADING PLAN SHALL BE INCORPORATED HEREON INSPECTION 8. GRADEDAREAS AROUDN THE PROJECT PERIMETER MUST DRAINAWAY FROM THE FACE OF SLOPEAT THE CONCLUSION OF EACH 2, THE SOILS REPORT TITLED "LIMITED GEOECHNICAL INVESTIGATION, PROPOSED SINGLE FAMM ESIDENCES,14YPVW-T WORK DAY. AVE UE, CITY OF ENCINITAS, CALIFORNIA 92024" PREPARED BY 6Aj/�IN6 -0 eS16Ai! .. GRCUP -....... . . , ,. • _., DATED $I 012018, SHALL BE CONSIDERED ASA PART OF THIS GRADING eLAiv ALL GRADING SHALL BE DONE W ACCORDANCE WITH THE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACEAT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT R41N PROBABIL I TY FORECAS T EXCEEDS FORTY PERCENT (40%). SILTAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. SEPARATEAPPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. S TORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 4. WRITTEN PERMISSION SHALL BE OBTAINED FORANY OFFSITE GRADING. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROMALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASSAND LANDSCAPEAREAS PRIOR TO COLLECTIONAND DISCHARGE ONTO THE STREETAND/OR INTO 5. CONTRACTOR SHALL TAKEANY NECESSARY PRECAUTIONS REQUIRED TO PROTECTADJACENT PROPERTIES DURING GRADING THE PUBLIC STORM DRAIN SYSTEM. OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 2. GRASSAND LANDSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUTA 6. THE DEVELOPER SHALL BE RESPONSIBLE THATANY MONUMENT OR BENCH MARK WHICH IS DIS TURBED OR DESTROYED SHALL BE PERMIT FROM THE CITY. RE -ES TABLISHED AND REPLACED BYA REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED 7 THE CONTRACTOR SHALL DESIGN, CONS TRUCTAND MAIN TAINALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE AREAS WITHADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE, ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE RESPONSIBLE FOR 0ONFORMING TOAL.L .LOCAL, STATEAND FEDERAL SAFETYA.ND HEALTH STANDARDS, LAW AND REGULATIONS. APPROVED BMPIIMP FACILITYANDIOR THE TURF%ANDSCAPEDAREAS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 0THER IMPERVIOUS AREA UNLESS THE FLOW FROM THE CONDUCTED BETWEEN THE HOURS OF 5:30 PM. AND 7:30A. M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. DRAIN DISCHARGES TOANADEQUATE IMP/BMP 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING 5. DRIVEWAYS SHALL HAVEA MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMPAREA OR HAVEANOTHERAPPROVED DRAINAGE PEOPLE PRESENT CITYINSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTORAND PERMITTEE THE SYSTEM THATIS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TOANADEQUATE IMP/BMP PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST48 HOURS W ADVANCE BY CALLING (760) 633-2770. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUTA PERMIT FROM THE CITY 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 7. THE INSTALLATION OFADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED SHALL COMPLY WITHALL CONDI TIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. OPERATION. 8, ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT 11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVEAN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NO TALLOW RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMI TNO. 14372-G HAS RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLEAND LOCKED WHEN NOT IN USE. A BERM SHALL BE BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED INSTALLEDATALL OPENINGS TO HOLD W ANY LIQUIDS THAT ESCAPE FROM THE DUMPS TER AND TO PREVENTANY FLOW OF STORM PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATEAND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING WATER THROUGH THE TRASH ENCLOSUREAREA. THE BERM CAN BE CONSTRUCTED WIDEAND FLAT TO ALLOW ROLLING OF THE OPERATION. DUMPSTER WAND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVEA DRAW THAT DISCHARGES THROUGHAN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH C1TY-APPROVED HYDROCARBON FILTER AND 12. ALL GRADING SHALT l` S INSPECTED AND TESTED BYA QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECTAND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM, A SEPARATE BUILDING TEST THE EXCAVATION PLACEMENTAND COMPACTION OFFILLSAND BACKFILLSAND COMPACTION OF TRENCHES. HE SHALL SUBMIT PERMIT MAYBE REQUIRED FOR THIS STRUCTURE. SOILS REPORISAS REQUIRED AND WILL DETERMINE THE SUITABILITY OFANY 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 EMBANKMENTSAND EXCAVATIONS AREACCEPTABLE FOR THEIR INTENDED USE SAN DIEGUITO WATER DISTRICT NOTES 13. THE CONTRACTOR SHALL PROPERLY GRADEALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGEAND PREVENT PONDING 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTEDACCORDING TO THE STANDARD SPECIFICATIONS OF WATER. HE SHALL CONTROL SURFACE WATERANDAVOID DAMAGE TOADJOINING PROPERTIES OR FINISHED WORK ON THE SITEAND OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (VIASC). SHALL TAKE REMEDIAL MEASURE TO PREVENTEROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIMEAS PERMANENTDRAINAGEAND 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTA710NA5 TO THEACCURACY EROSION CONTROL MEASURES HAVE BEEN INSTALLED. OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN 14. ALLAREAS TO BE FILLED SHALL BE PREPARED TO BE FILLEDAND FILL SHALL BE PLACED INACCORDANCE WITH STANDARD THE LIMITS OF THIS PROJECT SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 3. ALL EXISTING FACILITIES, WHICH MAYAFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED SURFACE UPON WHICH THE FILL IS TO BE PLACED, LOOSE FILLANDALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OFPROPOSED WATER GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHESAND THEN COMPACTED TOA MINIMUM OF 90 PERCENT IT MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS, ELECTRICALAND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICTACCORDANCE WITH VI/RITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. SPECIFICATIONS. 15 CUTAND FILL SLOPES SHALL BE CUTAND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACEAND UNIFORM CROSS 4. CONTRACTORAND OWNERARE RESPONSIBLE TO RELOCATEAND/ORADJUST TO GRADEANY EXISTING WATER FACILITY (FIRE SECTION. THE SLOPES OR EXCAVATIONAND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMEDAS DIRECTED BY THE HYDRANT METERS, VALVES, VALVE BOXES, ETC.) WHICH ISAFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES ENGINEER OF WORKAND LEFT INA NEATAND ORDERLY CONDITION, ALL STONES, ROOTSAND OTHER WASTE MATTER EXPOSED OR MUST MEET CURRENT WATER AGENCIES, STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDSAT THE OWNERS EXPENSE. EXCAVATION OR EMBANKMENTSLOPES WHICHARE LIABLE TO BECOME LOOSENED SHALL BE REMOVEDAND DISPOSED OF THE TOE AND TOP OFALL SLOPES SHALL BE ROUNDED INACCORDANCE WITH THE GRADING ORDINANCE 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN THE SITE BY THE CONTRACTOR SOAS TO LEAVE THEAREAS THATHAVE BEEN CLEARED WITHA NEATAND FINISHEDAPPEARANCE FREE DIEGO GAS AND ELECTRIC VAULTS. FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEERAND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERIAL. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS ANDALL OTHER TRAVELED WAYS. 17. THE REMOVAL OFANYANDALL CITYTREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. WATER METERS MUSTBE IN FRONT OF THE PARCEL THEYARE SERVING. TREES LOCATED WITHIN CITY STREET RIGHT -OF WAY ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TORS CITY 8. CALIFORNIA STATE LAWASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR TREESAND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLYAPPROVED OTHERWISE. NO GRADING, REPAIR OFALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010 IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM REQUIREALL MATERIALS TO BE NO -LEAD BRASS PARTS. 'r'HE TRUNK OFA TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IFA CITY TREE IS NOT CLE, ;RLYLABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IFAPPROVED IMPROVEMENTSARE IN CONFLICT WITHA 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TOADDRESS THE TREE REMOVAL. PROTECTION INACCORDANCE WITH WC-17 OR WC-18. 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(S) SHALL BE DETERMINED BYA 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 AREALLOWED 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 BYA QUALIFIED ARCHAEOLOGISTAND/OR A TRADITIONALLY AND CULTURALLY.".. _ ATED (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 A!PFA OF THE DISCOVERY �lo 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 N077FIED 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 NATIVEAMERICAN MONITOR. CHANGE NO.I DESCRIPTION I APPROVED I DATE I BENCHMARK MAH (DESCRIPTION: CONTROL POINT #1024 LOCATION: 2.5" DISC IN SIDEWALK IN THE SOUTHEAST WILL(, QUADRANT OF LEUCADIA BLVD. AND ORPHEUS AVE. 37 FEET EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 S I ELEVATION: 178.54' DATUM: NAVD88 A3ral':441 CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHAND USEANADEQUATELY SIZED CONCRETE WASHOUTAREA 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 POSTA SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION SITEACCESS SHALL BE PROVIDED FOR VEHICLES EGRESSAND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCHAS 3" CRUSHED ROCKAND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREAAWAY 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 FORALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLYSHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCHAS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATIONAND GRADINGACTIVITIESAREALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFFAROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENTAND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY W14ENABSOL UTELY 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 BYPLANTING FAST-GROWINGANNUALAND PERENNIAL GRASSES TO SHIELDAND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATIONAND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED INA SECURE PLACE TO PREVENT SEEPAGEAND 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 LOCATEDAWAY 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 ATALL 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 SHALL BEAVAILABLE 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 OFALL WASTEAND 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 FROMANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACEDAROUNDALL DUMPSTERS TO DIVERT 7HE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPS TER LIDS SHALL REMAIN CLOSED ATALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TOAVOID RAIN CONTACT WITHANY TRASH MATERIAL. MANY CONSTRUCTION MWERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKENASPHALTAND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TOANAPPROPRIATE LANDFILL OR DISPOSED OFAS 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 EDCOAT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUSTBE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPTAVIAY FROM THE STREET GUTTER, AND STORMDRAW CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURESAND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITASAT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCEAND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OFAVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPTAS SHOWN ON THESE PLANS, HOWEVER.' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARYMEASURES TO PROTECTANY EXISTING UTILITIES OR STRUCTURES LOCATEDAT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICA77ONAND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK' A, SEWERS - LEUCADIA WASTEWATER DISTRICT - (760) 753-0155 B. GAS & ELECTRIC - SDGE - (760) 438-6200 C. WATER -SAN DIEGUITO WATER DISTRICT - 1-800227-2600 D. RECYCLED WATER - SAN ELIJO JOINT POWERSAUTHORITY- (760) 753-6203; X-32 E. TELEPHONE - SBC BELL - (760) 489-3411 F. 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 ONTHISPROJECT. PHONE.' (760)-6332770, 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 6332770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EARTHWORK DATA IMPERVIOUS AREA: STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H : I IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 564 SOFT MAXIMUM VERTICAL DEPTH OF CUT 3.5 FT IMPERVIOUS AREA AFTER CONSTRUCTION: 8,395 SOFT MAXIMIUM VERTICAL DEPTH OF FILL: 2.5 FT INCREASE IN IMPERVIOUS AREA: 7,831 SOFT CUT - 375CY IMPERVIOUS AREA REPLACED: 0 SQFT FILL - 200 CY IMPORT - 175 CY REMEDIAL 150 CY LEUCADI ', WASTEWATER DISTRICT PUBLIC 'WORKS Q04L®C :5 i�_wrA Lt5'rE� Ai'PI0,,jAL ®�x-rtEfz 5. e.sa �i i�cl� Gt3��z nee 2 • I ! •InD 1�1✓%''� WI�Sahs EI�C�RIT�'f�i SIGN DATE ASsBUILT APPROVALS DESIGNED SY: DRAWN BY: CHECKED BY: zDS ZDs I WGM s INT. DATE PLANS PREPARED UNDER SUPERVISION OF 3 2q tZ DATE: !7 6 O DATE PUBLIC WORKS PLANNING R.C.E. NO.: 73620 DAT REVIEWER INSPECTOR WILL( M G. MACK EXP.: 12131/20 OWNER RICK & DENISE TVERDOCH 898 HYMETTUS AVENUE ENCINITAS, CA 92024 (760) 942-2748 51 RICK & DENISE TVERDOCH 898 HYMETTUS AVENUE ENCINITAS, CA 92024 (760) 942-2748 SITE ADDRESS 916 HYMETTUS AVENUE ENCINITAS, CA 92024 PACIFIC OCEAN LEGAL DESCRIPTION PORTION OF LOT 17, IN BLOCK 8 OF SOUTH COAST PARK, OF MAP NO, 1776, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY APN: 254-339 22 CERTIFICATE OFCOMPLIANCE RECORDED MAY2,1991ASDOCUMENTNO. 1991-0202213 OF O.R. 9s� VICINITY MAP NTS SOILS ENGINEER'S CERTIFICATE 1, -PAL./A 9-64 A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OFAPPLIED SOIL MECHANICS: HEREBY CERTIFY THATA SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MYDIRECTION ON JULY20, 2098. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MYREOCMMENDATIDNS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURHTERMORE, I HAVE REVIEW THESE GRADING PLANSAND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA BEEN TED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: t RCE/GE: (.51x2 rF, ;r EXP DATE: JOB #.18-0010 ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS, CA 92069 PH- 760-839-7302 OWNER'S CERTIFICATE I (VIA) HEREBYCERTIFYTHATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIWTYANDADVISE ON THE COMPACTIONAND STABILITY OF THE SITE. I (VE) HEREBYAGREE TO INDEMNIFY DEFEND, AND HOLD CITYAND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, ANDAGENTS HARMLESS FROM, AND AGAlNSANYANDALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OFACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDINGALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR 1NANYMANNER CONNECTED DIRECTLY OR INDIRECTLYWITHANYACTS OR OMISSIONS OF OWNER OR OWNER'SAGE.NTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS OFFICERS, OR REPRESENTATIVES FORANYANDALL 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, PRINTNAME' STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEERAGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 1M7H THE GENERALLYACCEPTED. STANDARDSAND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHERAGREES THAT THE WORK PERFORMED HEREIN SHALL BE INACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCHPERFORMANCE THE ENGINEERAGREES THATANYPLANCHECK OR REVIEW PERFORMED BY THE CITY.OF ENCINITAS IN ITS CAPACI TYAS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOTA DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DE'SIGNAND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEERAGREES TO WDEMNIFYAND HOLD HARMLESS THE CITY OF ENCINITASAND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS{HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSEAND SCOPE OF SUCH AGENCYAND =AR SI G OUT OF THE WORK PERFORMED BY THE ENGINEER. r SIGNATURE DATE: ? f 1 02 c vauAM G MACK PASCO, LARGT, SUITER&ASSOCIATES BMP PROJECT STATUS 535 N. HIGHWAY 101, SUITEA SOLANA BEACH, CA 92075 �QF` E SS IO PH. � (858) 259-8212 Q GREC� �9! �A ril 2vzv ? Zo � f 2Ao ��"�ll ! lt4 SIGN DATE SIGN DATE olSIGN DATE SIGN DATE ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REC E D:J! I�> A OV D- GRADING PLAN FOR: 916 HYMETTUS AVENUE 1 4 72-G ST NOWAK EDWARDJ. I MER APN: 254-331_22 j� Y' 4ClTY ENGIN R 31 r�l Z-p PLANNING CASE NO: 18-049 CDP SHEET 1 OF 3 DATE DATE I PASCO, LARET, SUITER &ASSOCIATES 535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075 PH: (858) 259--8212 FAX: (858) 259-4812 LEGEND P1±i�TECTI i KES FOR ANSMLAMM IFS mamm9m DIS"�4AiQE NOI E 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, ALL THE WORK PROPOSED ON THIS PLAN IS EN77RELY WITHIN THE APPLICANT'S PROPERTY. IF ANY PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT CONSTRUCTION. PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE 2. ALL DESIGNS, MATERIALS AND CONSTRUCTON WORK SHALL CONFORM CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, IS OBTAINED. AVAILABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) Nola AND THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS IN THE 1. EROSION CONTOL MEASURES 'E.G. BONDED FIBER MATRIX, VEGETA77VE COVER, JUTE' MATING) MUST BE EVENT OF CONFLICT; THE LWD SEWER STANDARDS GOVERN. IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SI7E. SEDIMENT CONTROL MEASURES 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE EN7RY (E.G SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. LLEAWNG SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADA77ON DOWNSTREAM IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND. OTHER PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDIC77ONAL CITY, 2 NO DIRECTLY CONNECTED, IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF COUNTY, AND/OR APPROPRIATE AGENCIES, GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET: 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE DATE PREPARED: 112412019 ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE REVISED: THESE PLANS ATTENTION IS GRADING PLAN NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT Q E I' + ? 4 t (_ I �° j CENTERLINE-' i _ I SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE � - � i I� � � �HYMETIUS AVE s }? ; I i I U71LI711 SHOWN ON THE PLANS AND OTT TER EXISTING FACILITIES OR 1 i STRUCTURES SHOWN.�� 7, APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A € ' ` „ APPROX. L�AHP aF EXISTING 4" HP GAS REPRESENTATION OF THE ACCURACY OF THE LOCA71ON OF, OR THE EXISTENCE 9I. i OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OF STRUCTURE ---�-i- 0 T I ' s I I � `� - - ,,�a.ar�os f R 0 T 7 7�b� MTHIN THE LIMITS OF THIS PROJECT Q� ®F A A .! a45ir i MAC- �... SAP? --77�. 8, CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE f WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 I 3 APN: 254-331 -19 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT TC=133.23 - ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES DURINC CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY AND SHALL FS=13290 NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. -- _ - URES NECES NECESSARY PRECAUTIONARY MEAS 9 CONTRACTOR SHALL TAKE AL L PRECAU � -1 1. � T � TO ;_ "OTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD ;h-► THE CONTRACTOR AT ANY 77ME DAMAGE LIND OR PRIVATE SEWER LATER s FAC1,L177ES THE CONTRACTOR .SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, �^ E SPILL AND REPAIR DAMAGED FACILITIES MINIMIZE AND Ct�i . f , Oi ANY SEWAGE � TO THE SA71SFAC71ON OF THE LWO ENGINEER AT NO COST TO LWD INCLUDING PROP RIP ; INSPEC77ON AND ANY BYPASSING REQUIRED, DAMAGE CAUSED TO SEWER 1A I i FACIL177ES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD PRIOR I I STANDARD SPECIFICATIONS AND DRAWINGS, SUBMIT FOR LWO APPROVAL EXISI7NGWAILLTo MI TO REPAIR. jr. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING - Tw--13 :50 (C�OIgST-AIIT SEWAGF SPILLS, • CONTAINING ANY SEWAGE SPILLS, RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LIND FACIL171ES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A WILL BE - SEWAGE SPILL WHILE PERFORMING THE WORK, CONTRACTOR RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESUL < OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. K OIECT Ex *7" 11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED OF WORK POTENTIALLY AFFEC77NG LWD 7 IN PLACE t CONSTRUCTON AC77VI77ES IN THE AREA _ FL.=131.00 1- SEWER FACILITIES. 12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS OVERCROSSINGS, OR PARALLEL INST`,`.LATIONS LIMIT OF GRADING WHERE SEWER .MAY BE EXPOSED. POR L m3,� IVJAP 1 6, APN: 254- ,1-11 q� FI.=136.5 �E 12x1 "CATCIBASINE BROOKS OR APPROVI `�EQUI VALEI TD--131.1 _ EXISTING PAC B "`r Pl Y : ` 254 - 33 - 2 BELL RISER PARKING AREA - f �" / 2TJ' WIDE PRI VAT ACCESS & Ul? TY IF 0 EDGE -OF -WALL � e ' WIDE PRIMATE ACCES; & U7TUT r j E` S�MENT REC�DL� O5/30/201`3 AS s EXISTING I TW=133.50 TW--135.5° ._ _..w " ASEMENT RECORDED P6/26 2066 UMIT OF D C NO 2013-1314F99 < POWER POLE 8W=13300 Bel t34.i}E3 7W 137.5 7 �5p AS QOC N0.2006- 706 L ADING ! �� "r' } S7�E f SIGN BW=�t37.00 m E - 4`17'4 9. , .. g vM ' S71NG`° ' :v P`� 1. /] 5.1 A � GUY �M °l , o { a o e d FS7'.,02 y a a f I °�7 % I 9 a � �A . � ;•. J a l rtr' I-00 I� _ . > a -137 8 I 4.3% HP- ADING i a o " GF-133.17 FG =133. 00EXISTING FENC ; a i �l �?�, � W F I Ta',BE REMOVED I PROP 1„ „ WATER POC I ' ; w p -7 REPLACE E 1.5 METER r" % �71 L 0 T 1 / .�s WTH A I" WA TER SER{4C ° POq V 0 &METER PER ViC-O€� 4' - FT=137.50, i 1" I -��� MAP 1776 LOCA7I�V LIMIT OF rP 776 APPROX � E GARAGE_ - I 1 PTV: 254-33I -20 OF EXIS71NG 8" CP i P2� 33 � 1 WATER > AIN i ME 10� I (SAME 0WNLI1 j PROTECT EX MjO I IN PLACE i FG--133 00 } r � gPROPOSED FL=1325 . op r P GrpF.i .jp ,..- .- _..._ ISTRICT TO INSTALL NEW n 1 WATER SERVICE & METER r R - AT PER WS -01 WC17 P �_ I OWNER'S EXPENSE I AC TRENCH RESURFACING PER si ENCINTAS STANDARDS i €I IM INSTALL 20' WIDEFCC DRIVEWAY APRON PER G-14 5Y g a INSTALL 6" AC BERM PER G-5 € E ` APPROX. LOCA71ON OF EXISTING 8" PVC SEWER MAIN BUILDING i FF=I33.67 PAD=133.00 ° * BIORETENTION "ENGINEERED SOIL" LAYER. SHALL BE MINIMUM. 18" DEEP APN: 254-331-22 "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65Z SAND, 15% COMPOST OR HARDWOORD MULCH, AND I ; I I 20% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS I -137.OQ PROPERTY LINE AND ALSO FREE OF NOXIOUS WEEDS, ** 314 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6' BUT MAY BE DEEP-ROOTED DROUGHT D TO INCREASE THE INFILTRATION AND STORAGE ABILITY Of THE TOLERANT PLANTS FOR i DEEPEN£ WELL -DRAINED SOILS OR ! DETAIL CITY APPROVED EQUIV: I � FG 3 33.00 -133. 00 1 ;I i 2" HARDWOODMULCH COVER ORRCITY BIOFILTRAIION BASIN TG=131.00 FG 130.50 APPROVED EQUIVALENT �i � AREA = 376' MIT OF PAID -" r IE=126.50 30.50 1 �. I!I =130 6 50 432.00 CMU BLOCK 2 " EX ii ,s 1 RETAINING WALL TO REMAIN .- EXISTING FEN i 'TO BE REMO - € ! I=F :_ f � � i �[� ~µ� = `'cF ="^ PR IMATE F1-136.50 I =:iiW i 1=I 1 I O© O O O O O O O O) V4` 1-14 LOCA ON 0 0000000 0©0000000 EXIS NC SEWS ' I ANOUT TOBER NOTE: IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR of `SIEWALK DRAT x 18"�,8 " CATS I BAsIBY; Dl Q� _^ , " f BR S 01� APPROVEDAND A ' l �d, 7 Y SHALL 7 x ` OF SURVEY �,. f R RECORD � � CORD 0 E w °�. CORNER RE T � IV LENT BE FILED WITH THE COUNTY b, T 12 0 .teems TG=13400 EXISTIN6 SIpEWAL NOTE: ALL EXISTING ONSITE STRUCTURESAND sIEGETATION TO BE REMOVED UNLESS OTHERWISE NOTED. RIGHT -OF- WAY DEDICATION RECORDED AZIT jam, 2L2.0 AS DOCUMENT NO.2G40, out 6 S Z77 s� UNDERAIN 101BE APPROX L 77ON OF ` E. STt VG AC �RY � .. � ,� . '. ANDOIED "E�ClST1NG��2" WAAI N ".-•E�STING �4C 9 i. w I �` � �"� 9 SIDF�WAI W 9 RAIN NE ROW �UCADI� BLIND ' �� I -132 . vim` PROJECT LEUCADIA BLVD '° ��a• PL 517E . :MAI�7N(� r 4 EXIS71Ntt 5 pRO'C �r CAU7101�71' EDl�i4T1® •� / T�', ' AeP�E . ,40"CA719N OF a M zt.,. € v, 6 j I _ 13 ENCROACHMENT MAINTENANCE AND REMOVAL AGREE, =ENT RECORDED 44 201PAS ' DOCUMENT NO. 2-oi It3'75 77N 1mm'= SIDWALK i CHANGE NO. DESCRIPTION -- IiI 1. - lIII o0 0 0 o o) o© o 0 0 llItl G I _' 000000000�0 �11�1I �s 0 0 00 0 0 O 0 0 0 © O D I I "i_AM - ( - ' i I ___ E E I . , ! € I_. �.-._._I i € E l€I ;� T -�.�- € [ -kkillW---.I I I.._n DETAIL - BIORETEN TION BASIN LEUCADIA BOULEVARD a 31. N TS /8" GRA VEL 347 fr1?A1EL Ior� THIS f_ TERPROOFING To "UA . ©RAt A/. a S1D WALK EXISTIN NT C . i . PX4VEME - - c /p W PROPERTY LINE DEDICA7ION/ EASEMENT LINE RIGHT -OF- WA Y SETBACK LINE LOT LINE LIMIT OF GRADING EXISTING CONTOURS PROPOSED CONTOURS SWAGE FLOWLINE/ DRAINAGE DIREC77ON BIORETENTTON BASIN PROPOSED PCC PAVEMENT PROPOSED RIP RAP PER 0-40 PROPOSED RETAINING WALL PER C-4 PROPOSED CURB PROPOSED 12"X12" CATCH BASIN INLET PROPOSED SIDEWALK UNDER DRAIN PER D-27 PROPOSED COBBLE DISSIPATER EXIS77NG WATER LINE EXIS77NG GAS LINE EXIS77NG SEWER LINE EXISTING SEWER MANHOLE ANT IRE HYDRANT XIS7ING F E EXISTING POWER POLE EXISTING PAC BELL RISER 00 0 PROJECT SITE APN: 254--331-26 20' 0.3' 5.5" P.Q.C. PAVEMENT f HEIGHT EXISTING FENCE OVER 6 CLASS It BASE G� RB uF PROPERTY PER DRIVEWA Y 2.0% OFC PL MIN PRO CT APN: 254-331-21 SAME OWNER 7i7P F Sapp BE pff PROPOSED 17 RN FINISHED GRADE QF t ?0GRAyE 2 ,� I-E- III El i IIIWG, ! PAD/1=G=133:00 . ;� -- 2%`9Nf 7 I 1r-1 I I ---'-I ! i-t..`1 E SECTION B N TS Opp ESSzpN GREGn_ - -EXISTING GRADE I I_.., EXISTING AC BERM Nb. 73620 arc Exp . 12/31/20 clvl - � OF C. �S71NG FIRE S LILHM GRAPHIC SCALE 1 =20 bs YDRANT �.�� ., TYPICAL CAL SECTION - LEUCADIA BOULEVARD .n NTS 0 20 40 60 DESIGNED BY: DRAWN BY: CHECKED BY: ENGINE ING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. APPROVED DATE BENCHMARK AS -BUILT APPROVALS ZDS zDs WGM % TNT. DATE PLANS PREPARE® UNDER SUPERVISIO OF RECO p AP VE ` GRADING PLAN FOR: DESCRIPTION: FD 3/4" IRON PIPE W/ DISC ILL /� 2 2®ZZ r d 916 FIYMETTUS AVENUE 14�372-G LOCATION: NE CORNER OF THE SITE ESTABLISHING /! DATE PUBLIC WORKS DATE. '.i �� EDWARD J. WI ER APN: 254-331-22 THE NORTH LINE OF LOT 17 WILLIAM G. MACK DA SIEVE AK PLANNING R.C.E. NO.: 73620 [J CI E GINEE 9114 SENIOR ENGINEER DATE REVIEWER `� 1(Za SHEET 2 OF 3 RECORD FROM: ROS ILLIA . MA K ESP•: 12I31120 p E PLANNING CASE NO: 18-Q49 GDP ELEVATION: 151.95' DATUM: NAVD88 INSPECTOR DATE PASCO, LARET, SUITER &ASSOCIATES 535 N. HWY 101, SU ITE A, SOLANA BEACH, CA 92075 PH: (858) 259-8212 FAX: (858) 259-4812 3 .r POR L MAP 1 APN: 254- 4 E CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTOCATIONI®NE CORNER E, 3ER OF THE SITE DIRON PIPE ISC (ILL) _ ESTABLISHING THE NORTH LINE OF LOT 17 EROSION CONTROL PLAN HYMETTUS AVENUE APN 254-331-22 3" TO 6" COARSEAGGREGATE EXISTING GROUND DRIVEAISLE € 50'MIN, 16MIN. PLAN PROVIDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY *LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL liC'rA 11 A. P'►P1 A ln'r -1 11^'rl 1 A I i-"A 1Tl-1 A A I. -I NOT TO SCALE DESILTING BASIN NOTE BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL77NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELYREMOVEDAND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCYAND / OR FINAL RELEASE RUNOFF GAP BETWEEN BAGS ACTSAS SPILLWAY 7 LAYERS OF GRAVEL BAGS IMTH ENDS OVERLAPPED — FAT.' ._: �: I �1 MI""rA11 r). /,rnAiir-It nA^n 1. SET POSTS AND EXCAVATEA 4 BY 41N (10 BY 10 CM) TRENCH UPSLOPE FROMAND ALONG THE LINE OF POSTS, NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCEAND EXTEND IT 4. SACKFILLAND COMPACT THE EXCAVATED $OIL. -- - INTOTHETRENCH, - AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ZDS ZDS I WGM Ley INT DATE PLANS PREPARED UNDER SUPERVISION OF G. MACK DATE PUBLIC WORKS DATE: z0 Ae)7c) - - - PLANNING RECORD FROM: ROS 9114/v6z_)'/ya R.C.E. NO.: 73620 SENIOR ENGINEER DATE REVIEWER ELEVATION: 151.95' DATUM: NAVD88 INSPECTOR WIL AMC . CK EXP.: 12131/20 FILTER FABRIC WIRE EROSION CONTROL LEGEND PROPOSED CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B SILT FENCE PER DETAIL C TR-1 SE-4, SE-6, SE-10 SE-1 eR�fESSr®\ ����Q� AAA GAECG 9C No. 73620 Exp. 12/31/20 ®`�®A CIVI\-gip. DETAIL C SILT FENCE GRAPHIC SCALE 1 "=20' L� 1 NOT TO SCALE C I V t� 0 20 40 60 ENGINE RING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RE Ep , }ED: APP OV GRADING PLAN FOR: 916 HYMETTUS AVENUE STE WA ARD J. WI ER APN: 254-331-22 14372-G t1 I CIT E GINE �1 { S DATE DA E f PLANNING CASE NO: 18-049 CDP SHEET 3 OF 3 PASCO, LARET, SINTER &ASSOCIATES 535 N. HWY 101, SUITE A, SOLANA BEACH, CA 92075 PH: (858) 259-8212 FAX: (858) 259-4812