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LDEV-013563-2020 (Plans)RIGHT-OF-WAY NOTE OWNER /S TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 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 THIS SITE SHALL 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 E14CINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORTS TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMIENDAT IONS PROPOSED NEW DETACHED GARAGE AND ACCESSORY DWELLING UNIT° PREPARED BY ENGINEERING DESIGN GROUP. DATED NOVEMBER 9. 2020 AND SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REWIRED 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 SHALL 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) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED RAUL 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 GRAOI NG UNDER PERMIT LDEV-013563-2020 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 FILL$ AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUM IT SOILS REPORTS AS REQUIRED AND WILL 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 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 SHALL BE CONSISTENT WITH THE CITY'S 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(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST. HISTORIAN. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITMTY, 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 OVERUE 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 ESTABUSHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NAIVE AMERICAN MONITORT, AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, E 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 NAVE WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST UKELY DESCENDENT. IF NAAIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU (lN 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. Na I DESCRIPTION I APPROVED I DATE EROSION CONTROL OLIVENHAIN WATER DISTRICT NOTES (CONT,) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAMES BAR774ICK AT (760) 801-9320, 24 HOURS A DAY. 18. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE NR/TTfN DIMENSIONS TO INSPECTOR 1. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RA/NY SEASON IMMEDIATELY UPON INSTALLATION OF VALVES (OCTOBER i TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E ON OCTOBER 1 AT CONVENIENT 17 LINE VALVES WHERE REWIRED AT STREET /N7ERSECRONS SHALL BE LOCATED AT THE TEE WHENEVER LOCATIONS TO FACYUTA IF RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. POSSIBLE. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 18. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE D157RICTS STANDARD 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE SPECIFICARONS ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE /N AR 5. 7HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 7HE CITY ENGINEER I RNC PR/OR TO CONS7RUCT/ON AND ACCEPTANCE OF THE CHANGE. DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WITCH MAY AR15F 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED /N ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPEOFlCAVONS THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED /N ACCORDANCE WITH SECTION 15041 OF THE OMWO STANDARD SPECIFICATIONS PRIOR TO TIE-lN OR CONNECTION TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PUN SHALL BE INCORPORATED HEREON. QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED /N THAT SPEOFlCARQV CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST 8. GRADED AREAS AROUND THE PROJECT PER/METER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES EACH WORK DAY. 22. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE /N PUCE AT THE END OF EACH WORKING DAY WHEN THE FIVE ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER NTH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP CH RAINFALL AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POlU77ON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECTION AND DISCHARGE ON70 THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTON CON7ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE 97E SHALL DRAIN TO APPROVED BMP/!MP FACILITIES AND/OR 70 R/RF OR LANDSCAPED AREAS WITH ADEQUATE GRO/NDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP11MP FACILITY AND/OR THE TURFAANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS OR ANY 07HER IMPERVIOUS AREA UNLESS TIE FLOW FROM THE DRAIN DISCHARGES 70 AN ADEQUATE /MPITMP. 5. DRIVEWAYS SHALL HAVE A MIN/MUM 29 CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAW AN07HER APPROWfD DRAINAGE SYSTEM THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWA7ER /UP/BMP FACIU77ES SHOWN HEREON STALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. 7HE INSTALLATION OF ADD177ONAL IMPERVIOUS SURFACES NOT SWOON ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXSTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED 70 COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WA7FR TO EN7ER TIE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENING$ 70 HOLD IN ANY UQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER 7HRWGH THE 7RA5H ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER /N AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN 7HAT DISCHARGES THROUGH AN ADEQUATELY SIZED DIV GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO 7HE PUBLIC SANITARY .SEWER SYSTEM, NOT TO PUNTERS OR THE STORM DRAIN SY57BE A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. I A r 1. POTABLE WATER WORKS BULL BE CONSTRUCTED /N ACCORDANCE WITH IHE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHA(N MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTON OF WATER MAINS AND FACIL/TES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAWS A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS) AS REWIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE-CONSTRUCRON MEETING WITH THE DISTRICTS INSPECTOR. 3 UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTRED TWO REEKS MINIMUM /N ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUTDONINS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR 7RENCH/NG PERMIT, IF REWIRED, SHALL BE SUBMITTED TO THE DISTRICT PR/OR TO CONS7RUC77ON. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS INSPECTOR. CON7RACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTURES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE.' 800-227-2600) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONS7RUCRON, I.E, LINE CROSSING$ LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCRON BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER TIE STANDARD SPECIRCA77ONS THE APPROPRIATE BURIED URUTY WARNING AND /DENTFICARON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED /N PUBLIC RIGHT-OF-WAY. 10. WERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE. TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2- PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOC47ED AT OR NEAR HIGH OR LOW POINTS AS APPROVED BY THE DISTRICTS REPR15fNTA RVE. fJ. INSTALL A MIN/MUM i-(NCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4-/NCH HIGH LETTER W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR /RRIGATON, MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. DESCR(PTON: 25" DISC IN SOUTHWEST CORNER OF CONCRETE PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF RANCHO SANTA FE ROAD AND 100 FEET SWIM OF EL CAMINO DEL HOWIE PER ROS 184/6 AS PT NO 1020 AS -BUILT APPROVALS 23. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 24. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS 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 DEVONA77NO THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION 517E 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 PANELS11PLATES CONSTRUCRON VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUC77ON VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MA/OR REPAIRS SHALL BE MADE OFF -SITE. EROSION CON7ROL 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 MA7S ADEQUATE GROUND COVER VEGETATION; AND BONDED FIBER MATRIX. Ip[r)y,YN.I%t1[9.'/Il/rlHYlrl/l[H.[Ntl9ltlYallya•II41;7Yr)r19:HNfH;Y�1;TYtr:11., DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 517E CONTRACTOR SHALL PR07ECT 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 PUNT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. rzriANFIRK nar,am�y�KurM:Iel�rrlrAr:"laa1,1111 r ON -SITE CONSTRUCTION MATERIAL STORAGE STONED MATERIALS SHALL BE CONTAINED /N 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-517E. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-517E. STOCKPILES MAY INCLUDE SOIL, PARING MA7ER/ALS ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PRO7FCTFD WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENTBARRIER AROUND THE PER/METER AT ALL TIMES TRAINING CON7RACTORS' 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 N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SEE. THE PROPERTY OWNER(S AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THE/R WN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WA57E AND UNUSED CON57RUC77ON MATERIALS DUMPING OF UNUSED OR WA57E PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SY57EM 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 DUMP57ER5 WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS /N 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 WGETA77ON CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H071INE TOLL FREE AT (BCD) 714-1195 FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-415L POLLUTANTS SHALL BE KEPT OF 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 LOC47E PORTABLE TOILETS AWAY FROM STORMDRA/N INLETS ON PERVIOUS SURFACES ALL CONSTRUCTON DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORA(N. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE 7RAWLED AWAY FROM CONSTRUCRON 97E FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. FIELD OPERATIONS I PLANNING DIVISION John Ugrob 4/13/2021 BRAN ARDWNO DATE PUBLIC WORKS ^ DATE.- 3=16-21 PLANNING 9 \� R.C.E. NO.: 71E51 SENIOR ENGINEER DATE RENEWER BRIM M. AROOLINO INSPECTOR EXP.: 12-31-21 OWNER/PERMI TTEE JAMES BARTNICK 980 MA DI FIDUCITA ENCINITAS CA, 92024 SITE ADDRESS 980 VIA Of FEUCITA ENCINITAS CA 92024 APM 264-151-J4-00 LEGAL DESCRIPTION PARCEL 2, PARCEL MAP 3008 RECORDED AUGUST 29, 1974, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. TOPOGRAPHY PASCO LARET SWER & ASSpdA 7FS PH BM-259-8212 DATE OF SURWY: DULY 8, 2019 OWNER'S CERTIFICATE N +E 6 PROJECT LOCATION I / 1 VICINITY MAP NITS I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WHEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND GITYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARELESS 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 WITH THE PRIVATE PROPERTY OR PUBUC EASEMENTS. SIGNATURE: C4 DATE: 3-16-21 JAMES BARTNICK SOILS ENGINEER'S CERTIFICATE I, ERIN E. RIST 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 MTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 11-9-2020. 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 RENEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN JMCOR ATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: C/ ERIN . RIS RCE NO.: 65122 RROFESSIgyq EXP. DATE: 1241-21 E.. R/y�T 1ny JOB Hk 64-1 y SHEET INDEX m ENGINEERING DESIGN GROUP z C 65122 A 2121 MONTIEL ROAD SHEET DESCRIPTION SAN MARCOS, CA 92069 7- TITLE SHEET PHONE: (760) 839-7302 `�CIVIV 2 GRADING PLAN EARTHWORK DATA OF CALIF 3 EROSION CONTROL PLAN STEEPEST EXISTING NATURAL SLOPE ON -SITE _ 6 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 6.3 FT MAXIMUM VERTICAL DEPTH OF FILL = 3.9 FT CUT = 4140 C.Y. FILL = f100 C.Y. EXPORT = ±40 C.Y. REMEDIAL = 150 C.Y. • ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPACTION DEPTHS. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WIN THE RULES AND REGUURONS REQUIRED BY THE CITY OF PUNS OR DESIGN OF IMPROVEMENTS BASED HEREON. THE ENGINEER AGREES 70 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISNG SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGNEER. SGNAIUREI DATE. 3-18-21 pOF ES$/p BPoAN M. AROWNO ROE No. 11651 �OOHAE()21� PASCO LARET SU17ER & ASSOC/A TES y�Q2 535 N. COAST HIGHWAY 101 mm 7 SOANA BEACH 920 4 No. 7165 CA,KRCE EMPIRES -IZEL-ZI Ex . 12 31P / PARKS AND RECREATION I OLIVENHAIN MUNICIPAL WATER DIST. I ENCINITAS FIRE DEPARTMENT 4-6-21 !' q/17I April 6, 2021 ����/� 4-T1 DATE SIGN DATE DATE S DAE SIGN DATE I DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: Fa~a.J.WGrn+n.er EDW980 VIA DIFELICITA LDEV-013563-2020 CITY EN J. WINNER Tv �APN: 264-151-34 PLSA 3162 LEGEND — — — — PROPERTYUNE RIGHT-0FWAYLINE W EXISTING WA TER LINE S EXISTINGSEWERLINE ----398---- EXISTING CONTOUR LINE — — PROPOSED SETBACKS PROPOSED BUILDING FOOTPRINT PROPOSED PERMANENT BMPAREA, SEE DET. THIS SHT — — CENTERLINE OF ROAD 38 PROPOSED CONTOUR LINE EXISTING RETAINING WALL PROPOSED RETAINING WALL PROPOSED P✓CSTORMDRAIN EXISTING PAVEMENT PROPOSEDPAVEMENT ---------- It IT It S \\ I I 1 .// / ) / ( / I I \ \ 105 FEET TO NEAREST // \ \ \ \ \ \ 1 pn I / I \ \ 1 I I l / 1 / / III 115 FEET ro \\�\ \\ \� �\ \\ \ t TIMPFIrtIp�RR4 I -�TP 5 A / // J 'NEIGHBOR HOUSEI PRCFG6ED4'PVCSue z%I IiTge / �e i�df/ %I IT / i \ 16s \ 4 j 1 11 \\_ \\\\\\\ \\ \-`-___-__--- 1, \ MIN SLOPE WRHATTRI Oul E--- \ll\ (\ I 1 I II \III \ \\I 1) \ (( i/J I I 0\'I II-17 l" \ 1 \ R V�CLINIFE S\I\ ) \ �� _— -- i— \\\\ IIECOBATIVEIRIPW ER091¢QNN /�4 ( pP ^ 7A \ 1\ 1 I 1 \ CONTROL PROTECTION \TOPOSEp &AP IE=141.0— I I IIII 1 \ I0IISFFS=141.0— _\4' FOTMPVC AP.f�/ G�60.0' I I 1 \ A, S\TfMMORA TO `----- ----------_ \\\\ i / /III I I \ UNI9ER INIE=139.3 IEN46' / / f 160' 1 -7652 Y4OATERAWA _ _— I / 4 PR. GARAGE \ \ 1T14 WALL / --- /-- / )1 1\ 1 ( 1 \ (164' SS \ PAD=159.6' I \ IE91 5' B'OVERFLOWRISER / /` / J s. ' — / \ l) I \\ 1 1\ 1\ I \ \ TG=14f.5. �iPK3 �' .USE 035442020 \ FG-i \ — /.lIFaj.6 \c-erg' —\\\ II 1 \\ J\ \ 1 / 1'E-RYS TOT TYPICAL WALL ELEVATION LOCATIONS SHOWN ON PLAN NOT TO SCALE OF WALL III t / /\11 IIII 1 \ 2�\RKS PS 1. / f 6 =E VEpAt \ FIRPPFF��44 - _ IE=1599, 30\ /—�-- { ) 1 Y I I Q'I \ \MATC� ISTJNG iTIOTAL \ I - - AININGfIW.LL\ \ \\/ \V A AVAAV ll� III v-\ I-13sA ..a V A v\ \v v�AAv A j 11 � jll ExLsneG�aTEft� � I \ I I TG=NLS II I IIT 11 \ V- A x��IIN� 1 \\\\\ IJ 1 11 METER \ I r It+qSp A6%IAt�T \ y� IVEWAVV \ 1R EX. WALL / \ >�I 1 1 \\ \ \ \\6"rKIf IC ?EN ITELpLp��IIGRAIN \ \ \ 8 A CO�Rf�VED EP I \ It It'/ —' %it \ I Iyl I — — � PACTED VIA DI FELICITA IE=F..� \ i i I 1 I \ \\ _ O9 %REL. COMP. / / o 0 0 0 o STRUCTURAL SECTION 4-AC / /' / OVEft 6"CIA55II AB MIN OVER \ / / / l NATIVE REL CODECOM TYPICAL ASPHALT SECTION NOT TO SCALE / 1. /J� / /j/ / \\\\ l III\ l \ \ \ \ I` \ 1 1 \may EXISTING SINGLE L� FAMILY RESIDENCE /� / EX16TINGTONEWALLS \\ ( \ \ 1 \ 2SHEIGHT (TYPICAL) APN: 264-151-34-00 BTIN \\ I' PARCEL MAP No. 3008,--- 'T EAS MENT 1 111\) `\ \\\\\\ ° \I I\\\ \11\\\\\ 27 \\ EXISTING v 11 AA Vl 2.5' HEIGHT iTYriGi%_I -, / EASEMENTS PER CALIFORNIA TITLE CO. REPO.4T� R R / /\ NO..400-16427813-37 DATED MARCH 3, 2015 `I \�\I\\Ell \\I\\I I\1\\\\11\IIII I\I I1 1 \1 \1\\\\\\\\\ \\\\\\\f �- \\\ \ \ .`\\ EXISTINGGRAVITVWALL v / CONCRETE BLOCK, 3.0' HEIGHT ITEMNO. \ \ III \WI, 2" HARDWOOD MULCH/ NATIVE DROUGHT TOLERANT © ROAD AND UTILITY EASEMENT RECORDED I \I III ) I 1 \ \ \ \ `�� \�� \ \_ \----' —�// /�—_l /'— GRASS COVER OR CITY PLANTING SUITABLE FOR WELL 1-3-1973 AS DOC. NO.. 1973-1447 OF all\\ I III 111 / 1,�� \ 1 \ \ \� \ — --- _ — // -- / / /\ \ APPROVED EQUIVALENT DRAINED SOIL PLACED I8" O.C. MIN Q9 ROAD AND UTILITY EASEMENT RECORDED \ YSB 1-23-17 AS DOC. NO.. 1973-19474 OF O.R. I \ IIII 1 \ \ / \ I 1\ \\1 1 \ 1 \ \ \ \ \ - - \ - _ ^ }� _ _ O10 ROAD AND UTILITY EASEMENT RECORDED 1 o \\ ll l l�\ \ �' \ \ �- -\\_ �-��-\�/l -' /' �� /-- - 18"LAYER FS-I 1' 6"OVERFLOW RISER 1 / \\\ 1 \)1 11\\\\ '�/ \ I\\ \ _ \ `----�_ / ENGINEERED SOIL 2-1-1794 AS DOC. NO 1974-26915 OF O.R. \ \ Q \ -- � _ ' \ — _ — } \ \ — — — 11 — TG=141.5, IE=138.3 / \ \\) \ 1 \ 11 1\II I \ \\ \ \�`_—\/` / 'SEE NOTE BELOW =�=�=III=�� 0 11 IRREVOCABLE OFFER OF DEDICATION RECORDID\, ` - - - - - - - 8-26-1974 AS DOC. NO.. 1974-231941 OF OW. 1 l 11 1 1 I\\ \\\ \ \\ \\ ` \-_ EXISTING WOOD POST AND RAIL FENCE X _ �/` / \I\ 1 I11\I\ 12 7��_-_ j�L� = ,.,i k ` /__.12'LAYER OFOTEB AVEL LOW C � 9 � --- k "SEE NOTE BELOW 12 EASEMENT FOR ROADWAY AIN INODENTIALS 1 1 \ \ 1 I I 11 11 \ \ \ \ , - - �/ 4" PERFORATED PVC W/ PER PARCEL MAP 3008 I / /1 11 1 l \- C - ��_-- 1 l I1\ \�\ \\\\ NO LINER AT BOTTOM OUTLOW, IE=136.3 14 ROAD AND UIDITIY EASEMENT RECORDED I I I 1 \I III - / \ 1 \ 11 1 \ _ _ _ _ - — - 40'E%18iiNCi 12-16-1974 AS DOC. NO. 1974-3250B1 O°Od III l\\\1�1 y\�-�X/`�`�' PRIVATEROAS-EM3EMENT� ��- - --� NOTTOSCALE 15 ROAD AND U71LI77Y EASEMENT RECORDED \OETNTION INEERED SOIL"LAYER MIX ALLBEMIIMUM24DEEP NDYAMN SOIL MIX 12-16-1974 AS DOC. NO. 1974-3254430E ad..\yITHETHANCLAY CONTENTTHE85%SANDCOMPOST ORl RARDWOORD MULCH, AND 16%TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIM ILAR OBJECTS, 16 ROAD AND U7ILJ7IY EASEMENT RECORDED ` + - _ \ \ \\ AI�D\ALSO FREE OF NOXIOUS WEEDS. 4-29-1975 AS DOC. NO.. 1975-100228 OF O.R. I / 1 1 K e I j1 \ I 1\I \ / \ \ \ O17 SDGE EASEMENT RECORDED 12-26-I979 I ) 1 I I III I \ 11 1 I \,\ \ pBli 27�� pl FELICITA �\ "3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE AS DOC. NO. 1979-537506 OF O.R. \ iII 'l III \ \\1\I\\\\ \ — VIA `\ \`—`—_ INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE 1 1� \ \ — — LEVEL AND SHALL BE SIZED BASED ON CALCULATION. 18 SDGE EASEMENT RECORDED 2-3-1981 I 1 1 ( 11 \ I\ \ 1 1 \ 1 \ — — — \ AS DOC NO. 1981-34175 OF O.R. I I I ) 1 \ I1 \ \ — \ \— _ --- _ _ PROVIDE 40 MIL POLYETHYLENE PLASTIC LINING ON WALLS OF SIORETENTION BASIN 19 8.00' WIDE SDGE EASEMENT RECORDED 4-6-1981 \ I I / \ \ \ \ l 11\I1 ( I \ \ \ \ AS DOC. NO.. 1981-104248 OF O.R. L \ \ \ \ 21 SEWER EASEMENT RECORDED 7-13-1999 1 \ \1 l\I\\\ 1\11 AS DOC. Na 1999-438579 OF O.R. J A l \ W E ll 2© TRAIL EASEMENT RECORDED 9-14-2004 / I \\, \\\\ AS DOC. Na 2004-874471 OF O.R. \ \ \ r \` . � \1 \\1 \ ) 11\ No. 71651 � m NO \ 1.� �. \ — \ / .. 1 \ m E(p. 12/31/21 z S Q T} 2D 10 9 A 40 60 SCALE: 1"=37 `TT CIVIVvF OF CA1-\F& GRAPHIC SCALE IN FEET CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DRAWN ffumer. CHECKED ommer. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DiI7 RlPT70N: 2.5- DISC IN SOUTHWEST CORNER /NT. DATE PLANS PREPARED UNDER SUPERVISION OF REC A MEN GRADING PLAN FOR: OF CaVCRE7E PEDESTAL FOR RRE H)PRANT ON PUBLIC WORKS DATE.- 3-16-21 E(.I,Wp.Y(j.J,Wi.WN}1¢y LDEVA13563-2020 THE EAST SIDE OF RANCHO SANTA FE ROAD AND BRAN ARDWAfO DALE 980 VIA DI FELICITA 100 FEET SOUTH OF EL CAMINO DEL NORTE, PER PLANNING R.C.E.NO.: 71651 STEVEN NOWAI EDWARD J. WIMMER NOS 184/Q AS PT NO 1020 �/1, CITY E APN: 264-151-34 ELEVA77ON 120.564 SENOR ENGINEER DATE REVIEWER BRWV M.ARDOLINO " 4-13-21 44-1� usE-o35ao-2o2o SHEET 2 OF 3 DATUM: NAVI IALWCMR EXP.: 12-31-21 DATE DATE PLSA 316,4 HYDROSEED NOTES 1. HVDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE 15 NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HVDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2.20 LBS PER ACRE OF ZORRO FESCUE 3.3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4.4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5.3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 6. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HVDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE, B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HVDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT PLANT OR IRRIGATION SYSTEM FAILURE 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION 3. ERADICATION OF INVASIVE SPECIES 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED 5. REPLENISHING MULCH AS NEEDED 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY PLANT GROWTH 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS S. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE 10. USE OF ATIMING DEVISE TO RUN ALL IRRIGATION (WBATTERY BACKUP) 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA(MAX APPLIED WATER ALLOWANCE) 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS'HYDROZONE' 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA(MAX APPLIED WATER ALLOWANCE) ADDITIONAL NOTES 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AEAS(DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006-27. N ' / I I /'k I I � I \ \ 1 I I / l \ \ 1 \ p I „ \ \\ --- LEGEND \ \ 111 \ \\ \ \ \ \ 1 / I / / (/ / / 1 I / 1 1 \ \\\\ \\♦ \\_� ��_- �_____ PROPERTY LINE \I /f.: I i /// / 1� U \\ \\ \\\�_____ _ CENTERLINE OF ROAD \ \ \ 1 1 I I \ 1 \ / / X \ \ \ \ _ PROPOSED CONSTRUCTION )\ I \ \ \ 1 fi / / I , \ \ , \\ -�_ \-__- __-�- ENTRANCE PER DETAIL THIS SHEET IIII U - ` \\ \ \ \ `----__-_ / PROPOSED GRAVEL BAG BERM PROPOSED SILT FENCE rx- PROPOSED FIBER ROLLS ��I \11//�I\ IIII 1 \\ \\\\\�+� i't:S \ { I::1 j S >•_ \\\\ \\\ \\)\ \` \ / //-' -- 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE TO 4BY41N(IOBY10CM) THE POSTS. POSTS ARE IIII ` \ 1 \ _ _''1 I k ;-1 j j ::� / \ �\ \ I �\ / /'--- TRENCH UPSLOPE FROM AND CLOSER THAN STOBE SPACED STANDARD ALONG THE LINE OF POSTS. PRE -MANUFACTURED SILT FENCE PRODUCTS. 61N(15 A \___ �A ' �`\ \I I I .;.� l ) ) \\ \1\ \ / // //'� 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE POSTSTHE EXTEND IT EXCAVATED SOIL. NTOT IA'1 I \ 1 \ \ �\ \ 1 \\ _ /-- \._�/ \_ �' III v� 1 �`�C\\\ I \ \ \ \ \ \ \ \\ �=t_ / "!. \ / / // / / � FILTER FABRIC 1( II I l \ \\ l \ h� / \\I\ TYPICAL SILT FENCE //- \ \ \ \1 \ \l l \\\ \\\\ I 1 1 I \ \\ \ \ \\ \ \ \\ \ _ \ , IIII ` , \\j 1\)I 1 l 1 \ \ \\ \�\ \- /' \ \\ ^\ \, \) r `\ i/ /'� / �\ // GRAVEL BAGS OVERLAP 111111\\ \I\Ill\ \ \\^ _ \\I 1\ \ \\ ��\ \\�_= /'�\__ \\\`_//_`� \\\\_- _� - ONTO CURB IIII IjIIIl \) 61\\I 111111 I 1 III I 1 \ / \\\11\ ! III 1\\ \1\\\\\ik 11 I\ 1 ,ri\� Lk1 II\\ \ 1' �(\�\'\ d \ - -�_ -- - �,��' X Ikk WITH ENDS OVERLAPPED \ \ I\ II\\ 1 \ \ \ _ - l /K/ _� .1 RUNOFF 1 l I I\ 11 h )kit \\NM% \ \\ T I 1 1 11 III JJ/ \I\ \ 1\11 \ \ GREATER THAN 3"0 `� -_ X- %/ _ _ TWO LAVERS OF GRAVEL BAGS 1 I 1 I I `. j1 SMALLER THAN 6"O/ FILTER FABRIC ( 4 11 III 11 J 1j1 12' MIN. EXIS ING f I I I 1 1UI III \ \Ill GRA El / 11 1 111 )\\\ Il1\ \1\ SECTIONA-A 1 1 IIII i e II III I \\\11 III\\ \` \\ \\ \\\ \ i NOTE: CONSTRUCT SEDIM NT F-1 III ( �`'� \ \ \ _ _ _ _ RUNOFF TWO LAYERS OF GRAVEL BAGS BARRIER AND CHANNELIZE�RUNOILd \ \ \\\\ \\\ WITH ENDS OVERLAPPED 20'R TO SEDIMENT TRAPPING DEVICE \ 1 (� III 1\\1 1\ 1 \ \ - _ "\ MIN.J A ! I 1 I 11\\ /)I \ \ / \ 1 -_-__- GAP BETWEEN BAGS r / I I \ / V\ \ /- `-�' \ \ `- ACTS AS SPILLWAY WIDTHA llR�o \• \ TOACCOMODATE TYPICAL INLET PROTECTION po ANTICIPATED TRAFFIC SEECALIFORNIA I 61 ccLVAN=� I STORMWATER QUALITY F 25'MIN ASSOCIATION (CASGA) I I W E STANDARD DWG. NO. TC-1 FOR ADDITIONAL INFORMATION TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTTOSCALE S NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY 20 10 0 20 40 60 WITHOUT AGGREGATE. No. 71651 E)q. 12/31 /21 .4 OF CAL\F1°- GRAPHIC SCALE IN FEET CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DRAWN er. CHECKED er. mumENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPRON 25- DISC IN SOUTHWST CORNER WT. DATE PLANS PREPARED UNDER SUPERVISION OF REC A MEN GRADING PLAN FOR: OF CONCRETE PEDESTAL FOR FIRE HYDRANT ON PUBLIC WORKS DATE: Xl&21 Edwa &.T WGIIANLCI' THE EAST SIDE OF RANCHO SANTA FE ROAD AND BRAN ARDOJNO DALE 980 VIA DI FELICITA LDEV-013563-2020 100 FEET SOUTH OF EL CAMINO DEL NORTE, PER PLANNING R.C.E. NO.: 718.51 STEVEN NOWAI EDWARD J. WIMMER ROS 184/Q AS PT NQ 1020 �/� - ELEVA77ON: 120.564 SENOR ENGINEER DAIE REWENER CITY �� APN: 264-1$1-34 DATUM: NAWW INSPECTOR BRIANM.ARDOLINO EXP.: 12-31-21 DATE 4 13 21 DAB USE-03540-2020 SHEET 3 OF 3 PLSA 316: