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2018-13726 G (Plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 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 ENCINITAS 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 REPORT TITLED "LIMITED GEOTECHNICAL'INVESTIGATION PROPOSED HORSE AND STORAGE BARNS 3740 FORTUNA RANCH ROAD, ENCINITAS AREA COUNTY OF SAN DIEGO, CALIFORNIA 92024" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED AUGUST 24, 2017, PROJECT# 17- 1148D4 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 REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 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 HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRAD11TG PTAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL 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. 014 17. THE REMOVAL OF ANY AND ALL -CITY TREES SHALL BE CONSISTENT WITH THE CITYS 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 LINE 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CRAIG LEWIS AT (619) 890 -1600, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. GAS & ELECTRIC - SDGE - (780) 438 -6200 B. WATER - OLIVEHAIN MUNICIPAL WATER DISTRICT (760) 753 -6466 C. TELEPHONE - SBC BELL - (760) 489 -3411 D. CABLE TV - COX COMMUNICATIONS -(760) 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. STORM WATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER NOT SHALL IMP BMP FACILITIES SHOWN HEREON E ! L B MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SFLF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. AS -BUILT VICINITY MAP NO. DESCRIPTION APPROVED DATE BENCHMARK L -I DESCRIPTION: "ENC -017" LOCATION: THE NORTH SIDE OF FORTUNA RANCH ROAD 50 FEET SOUTH OF ADAMS RUN RECORD FROM: CITY OF ENCINITAS ELEVATION: 427.88 DATUM: NAVD88 7/19/19 OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES: 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT ADDITION OF THE MUNICIPAL WATER DISTRICT (DISTRICT) SPECIFICATION AND DRAWING CONSTRUCTION OF WATER INCLLUDING ALL AMENDMENTS ADOPTED PRIOR TO D STRICTAP APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE 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 REQUIRED BY THE STANDARD SPECIFICATION ARE TO BE ACCOMPLISHED PRIOR TO THE PRE- CONSTRUCTION MEETING WITH THE DISTRICT'S 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 THE APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CALIOSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. T THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 /227 -2600) 8. ALL EXISTING FACILITIES, WHICH MAY AFFECT PROJECT CONSTRUCTION, -I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE 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 40 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 DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH 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 DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE -FEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP 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. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. STORM WATER 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 STORM WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DEPARTMENT OF ENVIRONMENTAL HEALTH SEG' DELI 7kpllg SIGN DATE AS -BUILT APPROVALS v No. 36190 ¢ PROPERTY BOUNDARY - - INT. DATE PUBLIC WORKS J/ r DATE ((�� / -1- �,�' PLANNING EXISTING ELEVATION X 115.5 REVIEWER 11 �C FIELD OPERATIONS PLANS PREPARED .0 -koh DATE JPERVISION OF DATE: 8 -8 -18 R.C.E. NO.: 36190 EXP.: 6 -30 -20 EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE, CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ON-SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM WATER STORM WATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. SOILS ENGINEER'S CERTIFICATE I, MAMADOU S. DIALLO, A REGISTERED GEOTHECNICAL ENGINEEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 24, 2017. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. oQROFESS /, Q- 0 US O O SIGNED: /� P GE NO.: 2704 ul GE 2704 EXP.�1-31 -19 EXP. DATE: 12 -31 -2017 * cF P� • JOB #: 17- 1148D4 rTq TFCHN�G P OF CAL7� COMPANY: EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. ADDRESS: 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 PHONE: (619) 258 -7901 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2'H : VV MAXIMUM VERTICAL DEPTH OF CUT = 8' MAXIMUM VERTICAL DEPTH OF FILL = 8' DISTURBED AREA = 0.77 AC CUT = 1100 C.Y. FILL = 1500 C.Y. IMPORT = 400 C.Y. + 180 C.Y. (REMEDIAL SHRINKAGE) = 580 C.Y. LEGEND STANDARD /NOTES v No. 36190 ¢ PROPERTY BOUNDARY - - RIGHT OF WAY Raw SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE EXISTING CONTOUR .. --115 PROPOSED CONTOUR 116 EXISTING ELEVATION X 115.5 NEW ELEVATION 11 BUILDING FOOTPRINT C7 LL BMP TREATMENT AREA ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN GRAVEULANDSCAPE SWALE INCREASE IN IMPERVIOUS AREA: PAD ELEVATION 148.5 LIMITS OF WORK z o cr wU)¢ DIRECTION OF FLOW - 6" PVC STORM DRAIN PIPE _ 6" CAST IRON ATRIUM _ BIOFILTRATION AREA OWNER SITE ADDRESS DONALD & MICHELLE GLATTS 3740 FORTUNA RANCH ROAD 3740 FORTUNA RANCH ROAD OLIVENHAIN, CA 92024 OLIVENHAIN, CA 92024 APN:264- 451 -34 LEGAL DESCRIPTION PARCEL 2 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO PARCEL MAP THEREOF NO. 20831, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER SEPTEMBER 14, 2010. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: CJ ��,,O� NALD GLATTS SIGNATURE:��'�f!G %�! 4 DATE: $`l$'z /$" MICHELLE GLATTS STATEMENT OF ENGINEER OF WORK v No. 36190 ¢ THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE IMPERVIOUS AREA Exp. 6/30/20 * ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND 9,430 SQFT 'P C IV IV SQFT Tq REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE C7 LL ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A INCREASE IN IMPERVIOUS AREA: 5,584 SQFT OF CAO PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION z o cr wU)¢ BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE -0- SOFT PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER F O Lu z uj ¢ z RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THE REON. THE (j m o ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND Z m ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY a: a ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND W Z SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERF ENGINEER. z 0 �1 G,� $ -m -f8 1' &.zl. wowi S110A W IGN A E SIGNATURE: DATE: 8 -08 -18 z SIGN R D R. BROWN 0 L S N COMPANY: SOWARDS AND BROWN ENGINEERING, INC. m w Q ADDRESS: 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA, CA. 92007 0T Z ° PHONE NUMBER: (760) 436 -8500 Uj z> i a m RCE EXPIRES 6 -30 -18 p w _ 0 Q ZUm a RESIDENCE JWT O BMP PROJECT STATUS 0 Z.X j 0 < w REMEDIAL= 1170 C.Y. v No. 36190 ¢ Q IMPERVIOUS AREA Exp. 6/30/20 * IMPERVIOUS AREA PRIOR TO CONSTRUCTION: IMPERVIOUS AREA AFTER CONSTRUCTION: 9,430 SQFT 'P C IV IV SQFT Tq STANDARD D C7 LL 14,641 ��P TF INCREASE IN IMPERVIOUS AREA: 5,584 SQFT OF CAO z o cr wU)¢ IMPERVIOUS AREA REPLACED: -0- SOFT Lu z uj ¢ z PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER ENCINITAS FIRE DEPARTMENT w Q DISTRICT SIGN c �1 G,� $ -m -f8 1' &.zl. wowi S110A IGN A E SIGN DATE SIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECO MENDED: APPROVED: GRADING PLAN FOR: RESIDENCE KU 3740 FORTUNA RANCH ROAD 13726 -G JESS OWENS CHRISTOPHER L. MAG t //o As � . e2Glli' APN : 264-451-34 DATE DA PLANNING CASE NO: 17 -047 MIN SHEET 1 OF 3 JOB No. 16 -054 DATE 8/8/18 EASEMENT NOTES: © AN OFFER OF DEDICATION FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES RECORDED MARCH 22, 1976 AS INSTRUMENT NO. 76- 083123 OF OFFICIAL RECORDS APPEARS ON SAID 9112116 TIRE REPORT BUT IS NOT SHOWN ON PARCEL MAP 20831. THE FOLLOWING EASEMENTS APPEAR TO BE LOCATED OFFS17E OF SUBJECT PROPERTY, HOWEVER THEY ARE INCLUDED IN SAID 111LE REPORT DATED 9112116: a) AN EASEMENT FOR THE PUBLIC UTILITIES, INGRESS & EGRESS RECORDED DECEMBER 28, 1955 AS BOOK 5919 PAGE 565 OF OFFICIAL RECORDS. b) AN EASEMENT FOR ROAD, U7ILITY AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 22 1971 AS INSTRUMENT NO. 215642 OF OFFICIAL RECORDS. SPEaAL NOTES 1. PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH LANDSCAPING AND ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF WORK AS SHOWN HEREON, UNLESS OTHERWISE NOTED. 2. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM GRADIENT OF 29 3. 'UNLESS NOTED OTHERWSE, PRIVATE CATCH BASINS TO BE 6" ROUND CATCH BASINS BY 'NDS' 4. ALL PRIVATE STORM DRAIN PIPE TO BE 6" PVC (SDR 35) 0 2A UNLESS NOTED OTHERWISE. 5. RUNOFF FROM NEW ROOFS TO BE PIPED TO THE BIORLTRA77ON BASIN FOR TREATMENT. 6. ALL ONSI7E DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING BMP TREATMENT OF RUNOFF OFF ROOFS AND OVER PRIVATE HARDSCAPE AREAS WILL BE PRIVATELY MAINTAINED. Z EXISTING DRAINAGE PATTERNS ARE MAINTAINED AFTER DEVELOPMENT AND INCREASED RUNOFF IS MITIGATED BY THE 81OFIL7RA710N1DE7EN710N BASIN. A = 456'080 x` R = 530.00' L = 45.66' • ,F 0 ORK Ll V. N x r CHANGE NO. GRADING PLAN FOR GLA TTS RESIDENCE N SCALE: 1" = 60' 0 30 60 120 180 DESCRIPTION APPROVED e_.__.-'� i w q , j C. > - AV y. r r i rr r �� -. }1 q "y 'uti rx AREA OF WORK I i� IP x J$'9 zz \` Z I KEY MAP DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 1" INSIDE DIA. -\ CLEANOUT SWEEP WITH END CAPPED a a � 419.0 OVERFLOW RISER AND GRA IE BY IJDS" — — — — 1 6" STORM DRAIN PVC • - 3 = STAND PIPE (SDR 35 MIN) 2" HARDWOOD MULCH 2 -3" OF 318" GRAVEL 18" ENGINEERED SOIL LAYER / \ 60 STORM DRAIN PVC OUTLET PIPE (SDR 35 MIN) i5" GRAVEL LAYER 3" PERFORATED PIPE AT MID DEPTH OF BIOFILTRA71ON BASIN SECTION A —A \ NT.S \ BIORE7EN770N BASIN NOTES: \ 1. BIOREIEN110N ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP SANDY LOAM" SOIL MIX WITH NO \ MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20-301% TOPSOIL. 2. 314" CRUSHED ROCK LAYER SHALL BE - MINIMUM OF 12" BUT MAY BE DEPENDENT TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. J. THE EFTEC71VE AREA OF 7HE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CITY OF ENCINITAS BMP DESIGN MANUAL CALCULATIONS. 4. MINIMUM PLANT SPACING AT 18" ON CENTER. DATE BENCHMARK AS -BUILT APPROVALS SHJ ' DESCRIPTION: "ENC -017" INT. DATE PLANS PREPARED U LOCATION: THE NORTH SIDE OF FORTUNA RANCH 4DA (1 PUBLIC WORKS A/A ROAD 50 FEET SOUTH OF ADAMS RUN RANDY R B 111 P LANNING /V104 RECORD FROM: CITY OF ENCINITAS ELEVATION: 427.88 ( 3 -11 REVIEWER DATUM: NAVD88 CI G EER DATE INSPECTOR ( i DATE: 8 -8 -18 R.C.E. NO.: 36190 EXP.: 6 -30 -20 3" PERFORATED PIPE AT MID DEPTH OF BI0FIL7RAIION BASIN HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED .MR11- 177 7A18 AS DOCUMENT NO. 2018- o1S2.z.0O OF OFFICIAL RECORD. 3" TEE 3" PERFORATED PIPE 3" TO I" REDUCER 1" TEE W/ CLEANOUT SWEEP 6" STORM DRAIN PVC OUTLET PIPE (SDR 35 MIN) �— 6" TEE INCREASE PIPE SIZE TO 6" N SCALE.- 1" = 20' 0 10 20 40 60 STl1R11 nRA/N RATA TARI F No. I DESCRIPTION OUTSIDE) a co r� n Fill PRIVATE 6" PVC PIPE ,SDR 35 MIN 0 2.09 Q3 57' - PRIVATE 6" PVC.PIPE SDR 35 MIN 0 10.39 ® 64' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 209 Q5 34' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 18.59 © 158' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 5.89 Q7 42' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 209 ® 65' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 4.69 Q9 60' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 209 29' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 10.39 11 139' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 4.19 39' - PRIVATE 6" PVC.PIPE SDR _35 MIN 0 2.09 © 52' - PRIVATE 6" PVC PIPE SDR 35 MIN 0 9.09 NOTE ALL STORM DRAIN PIPES NUMBERED 08" THRU "12" ARE TO BE DIRECTED INTO THE BIOFIL IRA 71ON / DEIEN71ON BASIN ONLY. KEY NOTES No. DESCRIP7ION O PROPOSED RIP- RAP PER SDRSO D-40 TYPE 2, WITH 12 BACKING, L =10' WK=5' T =1.1, WITH FILTER FABRIC & 4" CRUSHED ROCK 2 PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH STRUCTURES. 3 PROPOSED HORSE BARN 4 PROPOSED STEEL STORAGE SHED 5 PROPOSED 263 SF BIOFILTRA770N /DETENTION BASIN. SEE SEC71ON A -A. 6 PROPOSED 18" x 18" x 6" HEADWALL. SEE HEADWALL DETAIL A. 7 PROPOSED 3" CAST IRON ATRIUM GRA7E 8 PROPOSED 3" PVC DRAIN GRATE 9 PROPOSED 18" x 30" x 6" HEADWALL. SEE HEADWALL DETAIL B. 6" 6" 6° co OUTSIDE) a co r� HEADWALL DETAIL 'A' N.T.S. I 30" - HEADWALL DETAIL 'B' N TS cD Q 2 m w No. 36190 m s � Exp. 6 /30120 *. 1 CIV11 4 T9rF OF CA \�OQ�\ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMMENDED: APPROVED: GRADING PLAN FOR: GLATTS RESIDENCE JESS OWNS CHRISTOPHER L. MAG SKU 3740 FORTUNA RANCH ROAD DATE APN : 264 - 451-34 PLANNING CASE NO: 17 -047 MIN JOB No. 16 -054 DRAWING NO. 13726 -G SHEET 2 OF 3 �o DATE 8/8/18 z (5 z W z D In �l wn roc J N �w w z 'cJ ww� ZQ Z�w WN� m z�m � a JWLL JZLL (gyp 0T° ama w oNO � i LL 0 cf)Q ww NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION PER RECORD DATA. Z THE PROPERTY LINES SHOWN HEREON WERE CALCULATED FROM RECORD DATA USING A MIN. OF TWO (2) 77ES TO CERTAIN FOUND SURVEY MONUMENTS. J. THE EASEMENTS SHOWN ON IRIS PLAT ARE FROM A PRELIMINARY 777LE REPORT PREPARED BY FIRST AMERICAN RILE COMPANY DATED SEPTEMBER 12, 2016. EASEMENT NOTES: A A POR17ON OF FORTUNA RANCH ROAD OFFERED FOR DEDICA77ON TO THE PUBLIC AND REJECTED THEREON AS RELFECTED -ON PARCEL MAP 2W1. A AN OFFER OF DEDICA77ON FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES RECORDED MARCH 22 1976 AS INSTRUMENT NO. 76-063123 OF OFFICIAL RECORDS APPEARS ON SAID 9111116 TIRE REPORT BUT IS NOT SHOWN ON PARCEL -MAP 2,083L © AN EASEMENT FOR ROAD, U7ILITY AND INCIDENTAL PURPOSES RECORDED MAY 13, 1977 AS INSTRUMENT NO. 77-182833 OF OFFICIAL RECORDS A AN EASEMENT FOR PUBLIC U77LI77EZ INGRESS AND, EGRESS AND INCIDENTAL PURPOSES RECORDED MARCH 14, 1978 AS INS7RUMENT NO. 78- 099667 OF OFFICIAL RECORDS A AN OFFER OF DEDICARON FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES RECORDED MARCH 29, 1978 AS INSTRUMENT NO. 78- 122780 OF OFFICIAL RECORDS A A PUBLIC TRAIL EASEMENT RECORDED AUGUST 24, 2010 AS INSTRUMENT NO, 10- 440174 OF OFFICIAL RECORDS. THE FOLLOWING EASEMENTS APPEAR TO BE LOCATED OFFSITE OF SUBJECT PROPERTY, HOWEVER THEY ARE INCLUDED IN SAID 117LE REPORT DATED 9 112116: a) AN EASEMENT FOR THE PUBLIC U71LI17ES, INGRESS & EGRESS RECORDED DECEMBER 28, 1955 AS BOOK 5919 PAGE 565 OF- OFFICIAL RECORDS. 6) AN EASEMENT FOR ROAD, U77LITY AND INCIDENTAL PURPOSES RECORDED SEPTEMBER 22, 1971 AS INSTRUMENT NO. 215642 OF OFFICIAL RECORDS. r a ¢ 0 a- 0 LU a- 0 z t= X U-1 Match Existing Grade CHANGE NO. Crushed aggregate greater than 3 IN but smaller than 6 IN - Filter fabric 12 IN Min, unless otherwise specified by a soils engineer SECTION 9,1 NOTE: go-- Construct sediment barrier and cent trapping ize runoff to o sediment trapping device F R F Width as required to accomodate anticipated traffic Temporary pipe culvert L as needed 48 FT Min or four times the circumference of the largest construction vehicle tire, whichever is greater PLAN Nom{ 1 -1 DETAIL NTS A = 456'08" R = 530.00' L = 45.66' Maximum --_ recommended slope length. Level contour Turn last 6.5 FT of fence up -slope , NOTE: Locate silt fence along a level contour. SC -1 DETAIL NTS DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION:' 'FNC-01 7" LOCATION: THE NORTH SIDE OF FORTUNA RANCH ROAD 50 FEET SOUTH OF ADAMS RUN RANDY R. RECORD FROM: CITY OF ENCINITAS ELEVATION: 427.88 �� DATUM: NAVD88 CITY E14G 1 Maximum recommended width =480 FT AS -BUILT APP ;OVALS INT. DATE PUBLIC WORKS /i♦/A WM -4 I SPILL PREVEN77ON AND CONTROL PLANNING AIA _ REVIEWER A') q I.,h ESIGNED BY: DRAWN BY: CHECKED B' ZjHj SLR PLANS PREPARED UNDER SUPERVISION OF DATE: 8 -8 -18 ` R.C.E. NO.: 36190 RAND R. BROWN EXP.: 6 -30 -20 N SCALE: 1" = 40' 0 20 40 80 i VI I a SS -2 SD -2 1 SD 4 -77 I d- 0 1 al 31 �i r M r 1 i " 1 LEGEND DESCRIP17ON SYMBOL MATERIAL & WASTE`MANAGEMENT CONTROL BMPs 62AL7RANS BMP MANUAL): W_y_ 1-1 MATERIAL DELIVERY AND STORAGE WM -4 I SPILL PREVEN77ON AND CONTROL FW_y__51 SOLID WASTE MANAGEMENT WE-61 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT X FAM-__91 SANITARY WASTE MANAGEMENT f� TEMPORARY RUNOFF CONTROL BMPs (CAL7RANS BMP MANUAL) x Un Fs—S-21 PRESERVA77ON OF EXIS77NG VEGETA77ON 120 Fs-s--61 SIRAW MULCH SC -1 SILT FENCE —u� — Fs-C75-1 FIBER ROLLS - FR - - FR - x SC -7 STREET SWEEPING & VACUUMING SC -10 STORM DRAIN INLET PROTEC77ON WE -1 WIND EROSION CONTROL FTC__ I- I STABILIZED' CONS7RUC7ION ENTRANCE POST- CONS77?UC77ON SOURCE CONTROL BMP (CALTRANS BMP MANUALZ SC -i I PREVEN77ON OF ILLICIT DISCHARGES INTO THE MS4 (OWNER EDUCA770N) SC -6 D LANDSCAPE /OUTDOOR PES77CIDE USE (OWNER EDUCA77ON) POST CONSIRUC77ON S17E DESIGN BMP (CALTRANS BMP MANUAL): FSD-- 11 MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES SD -2 CONSERVE NATURAL AREAS, SOILS AND VEGETA7701V SD -4 MINIMIZE SOIL COMPACA77ON Stabilize area and grade uniformly around perimeter 1 Geotextile Blanket X 1:1 slope 1 �- 3 Min Drain inlet Note: 4 FT ± Remove sediment before reaching one -third full. Section A -A -Silt fence Per SC -01 12 IN Min 24 IN Max flow Concentrated - I Rock filter(use if flow iis concentrated) V Sheet flaw 3 k 0 r-x x- x—I x x x 1 1 y X A X f� x I x Plan Edge of sediment trap Drain inlet Geotextile Blanket Silt fence Per SC -01 aco r 0 DI PROTECTION TYPE 2 AL Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flows, shape basin in 2:1 ratio with length oriented towards direction of flow. SC -10 DETAIL NTS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECO MENDED: APPROVED: BEST MANAGEMENT PLAN FOR: J�__�_ GLATTS RESIDENCE JES OWE S S CHRER L. MAG SKU 3740 FORTUNA RANCH ROAD DATE DA���,�'r AR : 264- 451-34 PLANNING CASE NO: 17 -047 MIN JOB' No. 16 -( ESS e 2 m w No. 36190 m Exp.6 /30/20 'PA C1V11 �Q 9rF OF CA,0F�P� DRAWING NO. 13726 -G SHEET 3 OF 3 i4 DATE 8/8/18 z z >.0 MW. 0 _a mw Q�d wwU z>d C w,w � Za> ¢ Um JwLL Nz 0 ��¢ J) nUsiO U Q C7 u_ z 0 wU)¢ www z0O w¢d