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2017-13186-G (Plans)SHEETINDEX DESCRIPTION SHEET NUMBER TITLE SHEET 1 PRECISE GRADING PLAN - 2 GARAGE /BASEMENT & 1ST FLOOR PRECISE GRADING PLAN - CROSS SECTION 3 ON -SITE SEWER AND WATER PLAN 4 EROSION & SEDIMENT CONTROL PLAN 5 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 "NO. 05- 1147D2(1)" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC DATED AUGUST 27, 2007 AND UPDATE DATED MAY 8, 2015, PROJECT# 95- 1147D2(1) 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: 13186 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE, 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL 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, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT /N SITU ('1N PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACTJAMES M BULLOCKAT (626) 405 -1598, 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT 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 HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY, 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OLIVERHAIN WATER DISTRICT NOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MIST RECENT EDITION OF THE OLIVERHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES,INCLU DING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT 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 SPECIFICATIONS 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 APPROVAL BY 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 A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. 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. 7. 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 BEING PERFORMED IN PUBLIC RIGHT- OF- WAY.(DIG ALERT PHONE: 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION,I.E., LINE CROSSINGS, 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 LINES INCLUDING 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 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 AL AIR RELEASES AND BLOW OFFS WITHIN METER BOX AND OC L ATE 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 DISTRICT'S REPRESENTATIVE. 13. INSTALL MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A J -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 OF 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 TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S 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 15141 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. CONTACT 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 EXPECTED. 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. LEUCADIA WASTE WATER DISTRICT BLIC SEWER SYSTEM APPROVAL APR �Y: LWD DISTRICT ENGINEER C33692 DE S. , PE RCE DATE DEXTER WILSON ENGINEERING, INC 6/30/202 1910 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION 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. 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. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC, STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS: 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD /ESD - (760)- 633 -2770 LWD 760 -753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - OLIVERHAIN MUNICIPAL WATER DISTRICT 760 - 753 -6466 D. TELEPHONE_- SBC BELL - (760)- 489 -3411 E. CABLE TV COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR 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. EARTHWORK DATA: STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 V MAXIMUM VERTICAL DEPTH OF CUT = 8.5 ' MAXIMUM VERTICAL DEPTH OF FILL = 1.5 ' CUT = 2,050 C.Y. FILL = 50 C.Y. EX /IMPORT = 2,000 C.Y. REMEDIAL = 387 C.Y. (2 FEET DEPTH REMOVAL AND RECOMPACTION UNDER AND 5 FEET OUTSIDE OF BUILDING AREAS) CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK �ppTESS /d . \pONo "lG * Exp. 06630 --20 * N'� CIVIL 2 9TFOF cAl If°, AS -BUILT APPROVALS r VICINITY MAP DESCRIPTION: MONUMENT LOCATED 190 FEET SOUTHERLY OF INTERSECTION OF ,p / p V v aW Land Design Consultants, Inc a.1 r+wrw.nq swatir(m (aa Ra.,1q axle 1L F0001111 ILVO.. SM 1, URAND, CA 917810 7EU (909) 008 -7118 • FAX (9010) 9WI137 ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR 0 BELLA ; ; m 0 jl3jiii1II1 N� n ° CT.L A SITE a Z RANCH ROAD AND RAINEY COURT IN THE SOUTHWEST COENER OF A CONCRETE O PEDESTAL PER TM 4460 -1 IMP. PLAN ELEVATION: 348.60 DATUM: NAVD88 ��**7ryry r A0 PUBLIC WORKS PLANNING IMPERVIOUS AREA: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 976 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 6.970 SQFT INCREASE IN IMPERVIOUS AREA: 5.994 SQFT IMPERVIOUS AREA REPLACED: --Q---SQFT OWNER: SITE ADDRESS: MR. NEIL CAMPBELL 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 270 N EL CAMINO REAL F522, APN: ENCINITAS, CA 92024 858- 354 -2675 216 - 122 -46 -00 LOT SIZE: TOTAL AREA OF LAND DISTURBANCE: 33,394 SQFT 19,260 SQFT LEGAL DESCRIPTION: PARCEL 2 OF PARCEL MAP NO. 20648, IN CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING AS PER MAP RECORDED IN BOOK 20648 PAGE 1 -5 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 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: gLutv DATE: y NEIL CAI P LL SOIL ENGINEER'S CERTIFICATE: I,-MAMADOU 5.DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON _AU6. 2y, %007 AND FOR AN UPDATE ON MAY $2015. 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. -° (j / /� /�/,o GE N0- 2704 G ?�pFESS /pN SIGNED: &a., dw+t 4k� '!1`,`A RCE NO.: 54071 e ,au S. a� -1 t F EXP. DATE: 12 -31 -19 JOB #: 5 m G E 2704 C- ;,, COMPANY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC =XP u c ADDRESS 10925 HARTLEY ROAD, SUITE "I ", SANTEE, CALIFORNIA 92071 G T T \ PHONE 619 -258 -7901 F P �` OF CAUFC`� 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 ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF TH WORK PERFORMED BY THE ENGINEER. g 7 %1�a/2O�f SIGNATURE: WEIDONG LIU, RC 66242 DATE: W &W LAND DESIGN CONSULTANTS, INC 909 -608 -7118 PHONE RCE EXPIRES 06 -30 -2020 BMP PROJECT STATUS PARKS AND RECREATION STANDARD OLIVENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT POTABLE WATER SYSTEM APPROVAL YCE A 9DA0 /fir ���- 8/►�/�9 i� ATE SIGN DATE SIGN DATE NOTE: SIGNAUIRE EXPIRES 2 YEARS AFTER DATE SIGN DATE DESIGNED BY: I DRAWN BY: ICHECKED BY: W.L. I W.L. IW.L. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. INT.JDATEJ PLANS PREPARED UNDER SUPERVISION OF DATE: 7 -0-aw / SCE C.Efq WEIDONG LIU R.C.E. NO.: C66242 -� ENGINEER'S NAME EXP.: 06-30-20 0 D: OVA 10 AK EDWARD WIMMER -S -IS 9 2or DA 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 NEIL CAMPBELL (OWNER) APN 216- 122 -46 -00 PLANNING CASE NO: 14 -155 DR/MIN /CDP 13186 -G SHEET 1 OF 5 ►♦ LA COSTA AVE. co m r VICINITY MAP 5 N.T.S. (n 0 BELLA ; ; m 0 jl3jiii1II1 N� n ° CT.L A SITE a Z X r00 BLUE HERONAVE. O ��**7ryry r A0 QUAIL HOLLOW OR. IMPERVIOUS AREA: IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 976 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 6.970 SQFT INCREASE IN IMPERVIOUS AREA: 5.994 SQFT IMPERVIOUS AREA REPLACED: --Q---SQFT OWNER: SITE ADDRESS: MR. NEIL CAMPBELL 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 270 N EL CAMINO REAL F522, APN: ENCINITAS, CA 92024 858- 354 -2675 216 - 122 -46 -00 LOT SIZE: TOTAL AREA OF LAND DISTURBANCE: 33,394 SQFT 19,260 SQFT LEGAL DESCRIPTION: PARCEL 2 OF PARCEL MAP NO. 20648, IN CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING AS PER MAP RECORDED IN BOOK 20648 PAGE 1 -5 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. 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: gLutv DATE: y NEIL CAI P LL SOIL ENGINEER'S CERTIFICATE: I,-MAMADOU 5.DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON _AU6. 2y, %007 AND FOR AN UPDATE ON MAY $2015. 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. -° (j / /� /�/,o GE N0- 2704 G ?�pFESS /pN SIGNED: &a., dw+t 4k� '!1`,`A RCE NO.: 54071 e ,au S. a� -1 t F EXP. DATE: 12 -31 -19 JOB #: 5 m G E 2704 C- ;,, COMPANY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC =XP u c ADDRESS 10925 HARTLEY ROAD, SUITE "I ", SANTEE, CALIFORNIA 92071 G T T \ PHONE 619 -258 -7901 F P �` OF CAUFC`� 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 ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF TH WORK PERFORMED BY THE ENGINEER. g 7 %1�a/2O�f SIGNATURE: WEIDONG LIU, RC 66242 DATE: W &W LAND DESIGN CONSULTANTS, INC 909 -608 -7118 PHONE RCE EXPIRES 06 -30 -2020 BMP PROJECT STATUS PARKS AND RECREATION STANDARD OLIVENHAIN MUNICIPAL WATER DISTRICT I ENCINITAS FIRE DEPARTMENT POTABLE WATER SYSTEM APPROVAL YCE A 9DA0 /fir ���- 8/►�/�9 i� ATE SIGN DATE SIGN DATE NOTE: SIGNAUIRE EXPIRES 2 YEARS AFTER DATE SIGN DATE DESIGNED BY: I DRAWN BY: ICHECKED BY: W.L. I W.L. IW.L. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. INT.JDATEJ PLANS PREPARED UNDER SUPERVISION OF DATE: 7 -0-aw / SCE C.Efq WEIDONG LIU R.C.E. NO.: C66242 -� ENGINEER'S NAME EXP.: 06-30-20 0 D: OVA 10 AK EDWARD WIMMER -S -IS 9 2or DA 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 NEIL CAMPBELL (OWNER) APN 216- 122 -46 -00 PLANNING CASE NO: 14 -155 DR/MIN /CDP 13186 -G SHEET 1 OF 5 ►♦ / ° ✓� / iC \tea 0400 PROTECTION EXISTING WALL & GEOGRID 6" EXISTIN SEWER PvMT yr LATE PER 947 —G c I -1 LEUCADIA WAS °�ATER DISTRICT io ° , # (a N �� 1 21.9' 1 \ 4 PRECISE GRADING PLAN PROPOSED EXISTING WER (STING LWD 8" " SIDEWALK �' MANHOLE 0. "rEXISTIN C SEWER UN DERDRAIN PI' PER SDRSD D7 04 -0931 cv D 8 "�C�� W 1 379.40 TC EX 8" PVC SEWER , qZ GARAGE/BASEMENT & 1ST FLOOR a 378.90 IN W i ^ 378.85 FL r *bpi 1,'�^ !1� f 'i' 4�rn h h Q5 e . � C et EXISTING SEWER MANHOLE NO. 04 -0937 DRAIN THROUGH THE WALL AND DRAIN TO THE POROUS PAVEMENT DRAIN THROUGH THE ' fl i 9 � � r f s a f f �T � , � , X i 9 O r � - � o s ee °r 1 l J ( a t BASEMENT 1 inch =l0ft. { WALL AND DRAIN TO THE POROUS F.F. =37PAVEMENT C It 7 3 Q } 386.50 4 I /A l % 1 i F.F= :386.JU -- - { �; A ` J / j / f t / j / I g 3� C ws z f 1 1 j� ! BW BACK OF WALK FL FLOWLINE �f ss.37 =: BASEMENT { / f / n 89. , 2:1 SLOPE HP HIGH POINT K ` F.F. = 377.50 f f fr{ M ° A PAD PAD ELEVATION 386.57 `s?+ FF FINISH FLOOR _.. i r v.3 ( 1.6z) o ) 'X\(390.00)— (385.73) s .6Q M o i I 3 ( . , � COY I I I I Z I I }. (385.50)Ni B 332.95IW (388,92) (389.6 t I E I 'C: M J- -- - L- ! ( H=4.5' LT SET S 89'30 49 0 TOP OF E EQ381.36) EXISTING 10' UTILIjT�f EASEMENT R (389.67) }� ! 1 70 Deg m OC #85—� 70563 &_pOC #2003 -0 34938 A r ) t � � � �; 1 % I 1 f i h� \, ' & DOC 6- 283092 �' (357.14) pi (3.z j ? f z?. "3 �o l . (4.62) ITEM DESCRIP1ON QUANTITIES UNITS 0 CONSTRUCT PERMEABLE POROUS PAVEMENT & SIDEWALK PER DETAIL ON SHEET 3 2979 SF Q CONSTRUCT 24 "X24" STORMDRAIN INLET. 1 EA O INSTALL 6" DIA. PVC PIPE SCH. 40 WITH 0.5% SLOPE MIN. 175 LF ® INSTALL 4" DIA. PVC PIPE SCH. 40 WITH 0.5% SLOPE MIN. 113 LF OCONSTRUCT 1' WIDE 6" DEEP 4" THICKNESS CONCRETE V— GUTTER AT BACK SIDE OF 40 LF DESCRIPTION: MONUMENT LOCATED 190 FEET SOUTHERLY OF INTERSECTION OF THE WALL PER DETAIL ON SHEET 3 ©CONSTRUCT 3.5'X3.5'X6.0' (DEEP) SUMP PUMP CONTAINMENT BASIN, PER JENSEN PLANS PREPARED UNDER SUPERVISION OF DATE: ��L ��Fi IDONG LIU R.C.E. NO.: cssz4z ENGINEER'S NAME EXP.: os -3o -zo REC ED: A OV PRECAST PACKAGED WET WELL; INSTALL DUAL SUMP PUMP SYSTEM BY ZOELLER 1 EA 284; 230 V; SINGLE PHASE; 1.5 HP, OR EQUIVALENT, DETAIL ON SHEET 4. PUBLIC WORKS O7 CONSTRUCT 6' MAXIMUM RETAINING WALL PER SDRSD COUNTY STD. PLANS NO. C -2 668 SF ® CONSTRUCT BIORETENTION FACILITY #1 & #2 (SIZE PER PLANS) PER DETAIL ON 2 EA PLANNING SHEET 3 SST N A EDWARD WIMMER Ol � 1 9 ,� DATE 1 DA O CONSTRUCT 2:1 CUT SLOPE - -- -- 10 CONSTRUCT 6" CURB & GUTTER PER SPPWC STD. PLAN NO. 120 -2, A1-6. 70 LF 11 CONSTRUCT DRIVEWAY APPROACH PER SDRSD COUNTY STD. PLANS NO. G -14C PER 98 SF SEPARATE ENCROACHMENT PERMIT, W =18.5' 12 INSTALL ADA HANDRAIL ON BOTH SIDES, DETAIL ON SHEET 3 1 EA 13 INSTALL 12 "x12" AREA DRAIN PER DETAIL ON SHEET 3 3 EA 14 CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER SAN DIEGO REGIONAL STD. DWG. D -27 3 EA 15 INSTALL 12" RISER PIPE FOR OVERFLOW AND CLEANOUT WITH GRATE LID 2 EA QINSTALL 4" DIA CURB DRAIN PER SPPWC STD. 150 -3 TO CONNECT TO ROOF DRAIN 4 EA PER DETAIL ON SHEET 4 £ 1 j � I Cl 4 M1 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK C� EWi �oONG y �� ca Fxp ossM-zo s � ''T CIy�� p�`� OF CA AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. W.L. W.L. .L. DESCRIPTION: MONUMENT LOCATED 190 FEET SOUTHERLY OF INTERSECTION OF QQ�/�� WOIV V Land Design Consultants, Inc 2=W.F0y •sue^ • ��Fa � � M.W. M 1' �� � �� �' �� C0�7H! FAiC (90Y) W6 -1137 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: ��L ��Fi IDONG LIU R.C.E. NO.: cssz4z ENGINEER'S NAME EXP.: os -3o -zo REC ED: A OV GRADING PLAN FOR: 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 NEIL CAMPBELL (OWNER) APN 216- 122 -46 -00 PLANNING CASE N0: 14 -155 DwMINtCDP /± 13186 -G PUBLIC WORKS RANCH ROAD AND RAINEY COURT IN THE ENGINEER'S NAME DATE PLANNING SST N A EDWARD WIMMER Ol � 1 9 ,� DATE 1 DA SOUTHWEST COENER OF A CONCRETE PEDESTAL PER TM 4460 -1 IMP. PLAN ELEVATION: 348.60 DATUM: NAVD88 REVIEWER CITY ENGINEER DATE INSPECTOR SHEET 2 OF 5 r!1 PL 2.0' Im SECTION C -C HORZ. 1"=10' VERTICAL 1 " =5' 10.2' BUILDING PRECISE GRADING PLAN -CROSS SECTION 13.8' 12.3' 7.0' 2.0% 377.0 2.0% 4.0% F.F.= 386.57 r� f- _y I "EXISTING GRADE PROPOSED BASEMENT T fT 2.0' F.F.= 377.00 VALL ( I PAD= 376.50 PAD =377.0 LIMIT OF GRADING 18.5' 12.0' 2.0% f- 25..0' BLUFF SETBACK 25.0' SETBACK PROPOSED TEMPORARY CONSTRUCTION 1 :1 CUT SLOPE SECTION B -B HORZ. 1"=10' VERTICAL 1"=5' LIMIT OF GRADING 47.5' I 2.0% PROPOSED TEMPORARY CONSTRUCTION 1:1 CUT SLOPE i€1.--- 111- 1I1 - -A I F - -I €1- 111 ---- 1� M SECTION A -A HORZ. 1"=10' VERTICAL 1"=5' v SETBACK LINE ! 74.0' \1 PROTECT IN PLACE AS PER THE RECORDED OPEN SPACE EASEMENT I I GRADING I LIMIT PL PL I )i I 1 RET. MATURE VEGETATION AND 2 " -3" HARDWOOD MULCH LAYER BACK FILL APPROVED_ 2H:1V SERF FS FS l 2 -3" COVER F.F. = 386.57 2.2% 2.0% I 8 -12" PVC 2 -3" COVER ___ _ - _ PIPE RISER-\ - - - -- - - - -- EXISTING GRADE ---- - FL_ 11.0'( � 2.0% 377.0 2.0% 4.0% F.F.= 386.57 r� f- _y I "EXISTING GRADE PROPOSED BASEMENT T fT 2.0' F.F.= 377.00 VALL ( I PAD= 376.50 PAD =377.0 LIMIT OF GRADING 18.5' 12.0' 2.0% f- 25..0' BLUFF SETBACK 25.0' SETBACK PROPOSED TEMPORARY CONSTRUCTION 1 :1 CUT SLOPE SECTION B -B HORZ. 1"=10' VERTICAL 1"=5' LIMIT OF GRADING 47.5' I 2.0% PROPOSED TEMPORARY CONSTRUCTION 1:1 CUT SLOPE i€1.--- 111- 1I1 - -A I F - -I €1- 111 ---- 1� M SECTION A -A HORZ. 1"=10' VERTICAL 1"=5' v SETBACK LINE ! 74.0' \1 PROTECT IN PLACE AS PER THE RECORDED OPEN SPACE EASEMENT I I GRADING I LIMIT PL PL I )i I 1 RET. MATURE VEGETATION AND 2 " -3" HARDWOOD MULCH LAYER BACK FILL APPROVED_ 2H:1V SERF GRATE INLET l 2 -3" COVER L \C'F F� 8 -12" PVC 2 -3" COVER O�Y PIPE RISER-\ ✓ o ' PIPE(PLACE PIPE NH STORAGE PERFORATIONS 3 I TIE 4 -6" PVC PIPE TO 24" MIN SYSTEM AT THE INVERT) PIPE INTO RISER PIPE TO ENGINEERING SYSTEM SOIL (40% ! POROSITY) STORAGE LAYER 12 "MIN OF 3/4" P CRUSHED ROCK TIE 4" PERFORATED PVC PIPE INTO RISER 12" p �� S OP 2� 3" GU I CONCRETE WITH X6 6 1 - 10X10 W.W. MESH TYPICAL PAVED SWALE 5 NOT TO SCALE " SPACING PER (MIN 20% OP OVERFLOW PIPES SLOPED OUTFP PIPES CONNE TO SUMP PUM DENSE, DEEP ROOTED NATIVE,DROUGHT TOLERANT PLANTINGS SUITABLE FOR WELL DRAINED SOIL o 5 \01P THICKNESS) MOW STRIP JECT PLANS) 2" 4" 6" POROUS PAVEMENT WITHOUT UNDERDRAIN@ NOT TO SCALE DENSE, DEEP ROOTED NATIVE,DROUGHT MATURE VEGETATION AND 2 " -3" TOLERANT PLANTINGS HARDWOOD MULCH LAYER SUITABLE FOR WELL DRAINED SOIL COBBLE ENERGY INLET PIPE DISSIPATER APPROVED BACK FILL GRATE INLET 2H:1V FROM AREA F�0 DRAINS 8 -12" PVC --- PIPE RISER S� + „ / o BIORETENTION BMP #1 8 NOT TO SCALE T.G. ELEV. (SEE PLAN) SPEED -D -TUFF GRATE N.D.S. No. 1212 (GREEN) ~"I OR APPROVED EQUAL 6 "X12" PCC�?l, 2 -3" OF CUTOFF WALL GRAVEL 24" MIN 2 -3" COVER ENGINEERING GRAVEL OVER PIPE 2 -3" COVER POROSITY) ✓ 4 "PERFORATED PVC ' PIPE(PLACE PIPE NH STORAGE PERFORATIONS 12-MIN OF AT THE INVERT) TIE 4 -6" PVC PIPE TO STORAMDRAIN SYSTEM BIORETENTION BMP #1 8 NOT TO SCALE T.G. ELEV. (SEE PLAN) SPEED -D -TUFF GRATE N.D.S. No. 1212 (GREEN) ~"I OR APPROVED EQUAL 6 "X12" PCC�?l, CUTOFF WALL 24" MIN 2 -3" OF ENGINEERING GRAVEL SOIL (40% 2 -3" COVER POROSITY) OVER PIPE STORAGE LAYER 12-MIN OF 3/4" CRUSHED ROCK TIE 4" PERFORATED PVC AT THE INVERT) PIPE INTO RISER BIORETENTION BMP #2� NOT TO SCALE CONSTRUCT 12 "X12" CATCH BASIN -DROP INLET PER -\ JENSEN PRECAST 1212 -HDI PER PRECISE GRADING & DRAINAGE PLANS 12" v SMOOTH, TYP III r Il�jl�� lJ� 3 I 19 MIN dr-- I III - III -I I II 22 2' BACK OF WALL SHALL I I - I I I -1 NOTE: 1.0 MIN. GRATE HOUSING BE WATERPROOFED ALL BACKCUTS SHALL BE POST 1 -1/4" DIA. 6" NP. TOP HANDRAIL I w ADAPTER N.D.S. No. 1221 I 111 - 111-111 �o¢ IN ACCORDANCE WITH OSHA Z REDUCER o ¢ STANDARDS, UNLESS SITE 1-1/4- DIA. ST ' m OR APPROVED EQUAL 111 -111 -) i 1 = `" 1.0' MIN. XS PIPE, TYPE I j -- j_ -- (� 1 a _ SPECIFIC BACKCUT AND PIPE TYP. 1 (= PIPET RISER I PLASTIC TEE SUBDRAIN OUTLET 4,4' /OR BACKFlLL Ij 1I 1 II ( 360.0 a N -III `� RECOMMENDATIONS ARE FINISHED SURFACE "'; I I -I I ~ y MADE BY THE SOILS - FG I A.B.S. TORP.V.C.ING J -I III u�u �¢• ENGINEER. 1, CONTRACTOR TO - SLOP JOINT, TYP. o - USE WELD -ON 194 gym__; m_ EXISTING 5.0' I INV. ELEV. SOLVENT OR EQUAL AT ALL RAILS w z LO 3 - HIGH BLOCK N g (SEE PLAN) WALL In o ;.: ,,. " MID HANDRAIL - ��( 4" (MIN) PERFORATED PIPE Il (SCH 40 PVC OR ABS i° iv �' '; Ik _� I a a TYPICAL 12��X12" SDR -35) LAID LEVEL ON I I WATERPROOFING FOOTING WITH HOLES FACING DOWNWARD. PIPE 1(351.0) AREA DRAIN DETAIL Z SHOULD OUTLET TO A 1 _ FG 13 RELATIVELY IMPERMEABLE BACKFlLL SOIL C-4 NON- ERODABLE STRUCTURE `I T - NOT TO SCALE „� �� OR DEVICE. M POST 1 -1/4" DIA. TOP OF CURB HANDRAIL NOTES: �`1 -- XS PIPE, TYPE 1. STRUCTURAL PIPES SHALL CONFORM TO ASTM AS3. GRADE B F -3S KSI AND NATURAL DIRT COLLECTED BACKFlLL APPROVED BY TOP OF CURB STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36. (Y , SOIL ENGINEER HEEL OF FOOTING TO BE FLOATED LEVEL DURING OR SLOPE 2. STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE LATEST 4. ALL STEEL STRUCTURAL COMPONENTS SHALL BE HOT- DIPPED GALVANIZED AFTER AFTER PLACEMENT `�- AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE BY A LICENSED FABRICATION. PEA GRAVEL OR ROCK - GEOTEXTILE SHOULD BE FABRICATOR APPROVED BY THE CITY OF AGOURA HILLS DEPARTMENT OF BUILDING USED TO SEPARATE PEA GRAVEL OR ROCK FROM THE PIPE SHOULD BE AND SAFETY. 5. MAXIMUM SPACING OF POSTS SHALL BE 5 FEET ON STRAIGHT ALIGNMENTS AND 4 BACKCUT AND BACKFlLL FEET ON CURVED ALIGNMENTS LESS THAN M FEET RADIUS SPACING SHALL BE ENCASED IN A z 3. WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE CITY OF AGOURA HILLS UNIFORM BETWEEN CHANGES IN ALIGNMENT. 1 -FOOT -WIDE COLUMN OF 0.75 TO 1.5 -INCH, 2 DEPARTMENT OF BUILDING AND SAFETY. USING APPROVED E70XX ELECTRODES ONLY. OPEN- GRADED GRAVEL 4* EDITION.EALLI CONFORM TO BE DONE APPLICABLE A SHOP WELDING APPROVED CODES. BY HE CITY OF 6 ABRASIVE ELEMENTS. ADJACENT SHALL HAVE AOMINIMUM SHALL RADIUS FREE OF O/8 IN SHARP OR SOIL CONDITIONS AND DRAINAGE WALL "FOOTING ABOVE TO A MIN. GRIND AGOURA HILLS DEPARTMENT OF BUILDING AND SAFETY CONTINUOUS INSPECTION HEIGHT OF 1.5' ABOVE THE SMOOTH, TYP SHALL BE PROVIDED ON WELDS AS SPECIFIED IN THE AGOURA HILLS BUILDING 7. ALL FIELD WELDS AS REQUIRED SHALL BE GROUND SMOOTH. GALVANIZED COATING FOR TYPICAL RETAINING WALL EQUAL TOR TO A HEIGHT THE WALL CODE. UNO INSPECTION SHALL BE DONE BY A AGOURA HILLS CITY LICENSED SHALL BE REPAIRED AFTER FIELD WELDING. HEIGHT, WHICHEVER W IS HANDRAIL ON RAMPS DEPUTY INSPECTOR AT THE CONTRACTORS EXPENSE. N.T.S. GREATER. NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ES8, AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Q W.L. I W.L. IW.L. DESCRIPTION: MONUMENT LOCATED 190 TNT. DATE PLANS PREPARED UNDER SUPERVISION OF REC A V D: GRADING PLAN FOR: FEET SOUTHERLY OF INTERSECTION OF Q ce RANCH ROAD AND RAINEY COURT IN THE W &W Land Design Consultants, Inc PUBLIC WORKS DATE: �� 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 13186-G SOUTHWESTCOENEROFACONCRETE �al�*I • Lams.., • � bw * Exp. 06 -30-20 * ENGINEER'S NAME DATE PLANNING S" Uff STE N WAK DWARD WIMMER NEIL CAMPBELL (OWNER) PEDESTAL 7EU 9 f' 005-715 - FAX (0 1. 1IPLAIQ G Y17lS C66242 1v (�) eas -rts , vNI (> 7137 s� �Q WEIDONG LIU R.C.E. NO.: PER TM 4460 -1 IMP. PLAN •9T CIVt� �`� REVIEWER -S �� Zo APN 216- 122 -46 -00 ELEVATION: 348.60 DATUM: NAVD88 FOF CAS \fO CITY ENGINEER DATE - -' ENGINEER'S NAME EXP.:06 -30 -20 DATE DA PLANNING CASE NO: 14 -155 DR/MIN /CDP SHEET 3 OF 5 INSPECTOR I 2 -3" OF GRAVEL 2 -3" COVER } OVER PIPE W 4 "PERFORATED PVC PIPE(PLACE PIPE WITH PERFORATIONS AT THE INVERT) TIE 4 -6" PVC PIPE TO STORAMDRAIN SYSTEM BIORETENTION BMP #2� NOT TO SCALE CONSTRUCT 12 "X12" CATCH BASIN -DROP INLET PER -\ JENSEN PRECAST 1212 -HDI PER PRECISE GRADING & DRAINAGE PLANS 12" v SMOOTH, TYP III r Il�jl�� lJ� 3 I 19 MIN dr-- I III - III -I I II 22 2' BACK OF WALL SHALL I I - I I I -1 NOTE: 1.0 MIN. GRATE HOUSING BE WATERPROOFED ALL BACKCUTS SHALL BE POST 1 -1/4" DIA. 6" NP. TOP HANDRAIL I w ADAPTER N.D.S. No. 1221 I 111 - 111-111 �o¢ IN ACCORDANCE WITH OSHA Z REDUCER o ¢ STANDARDS, UNLESS SITE 1-1/4- DIA. ST ' m OR APPROVED EQUAL 111 -111 -) i 1 = `" 1.0' MIN. XS PIPE, TYPE I j -- j_ -- (� 1 a _ SPECIFIC BACKCUT AND PIPE TYP. 1 (= PIPET RISER I PLASTIC TEE SUBDRAIN OUTLET 4,4' /OR BACKFlLL Ij 1I 1 II ( 360.0 a N -III `� RECOMMENDATIONS ARE FINISHED SURFACE "'; I I -I I ~ y MADE BY THE SOILS - FG I A.B.S. TORP.V.C.ING J -I III u�u �¢• ENGINEER. 1, CONTRACTOR TO - SLOP JOINT, TYP. o - USE WELD -ON 194 gym__; m_ EXISTING 5.0' I INV. ELEV. SOLVENT OR EQUAL AT ALL RAILS w z LO 3 - HIGH BLOCK N g (SEE PLAN) WALL In o ;.: ,,. " MID HANDRAIL - ��( 4" (MIN) PERFORATED PIPE Il (SCH 40 PVC OR ABS i° iv �' '; Ik _� I a a TYPICAL 12��X12" SDR -35) LAID LEVEL ON I I WATERPROOFING FOOTING WITH HOLES FACING DOWNWARD. PIPE 1(351.0) AREA DRAIN DETAIL Z SHOULD OUTLET TO A 1 _ FG 13 RELATIVELY IMPERMEABLE BACKFlLL SOIL C-4 NON- ERODABLE STRUCTURE `I T - NOT TO SCALE „� �� OR DEVICE. M POST 1 -1/4" DIA. TOP OF CURB HANDRAIL NOTES: �`1 -- XS PIPE, TYPE 1. STRUCTURAL PIPES SHALL CONFORM TO ASTM AS3. GRADE B F -3S KSI AND NATURAL DIRT COLLECTED BACKFlLL APPROVED BY TOP OF CURB STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36. (Y , SOIL ENGINEER HEEL OF FOOTING TO BE FLOATED LEVEL DURING OR SLOPE 2. STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE LATEST 4. ALL STEEL STRUCTURAL COMPONENTS SHALL BE HOT- DIPPED GALVANIZED AFTER AFTER PLACEMENT `�- AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE BY A LICENSED FABRICATION. PEA GRAVEL OR ROCK - GEOTEXTILE SHOULD BE FABRICATOR APPROVED BY THE CITY OF AGOURA HILLS DEPARTMENT OF BUILDING USED TO SEPARATE PEA GRAVEL OR ROCK FROM THE PIPE SHOULD BE AND SAFETY. 5. MAXIMUM SPACING OF POSTS SHALL BE 5 FEET ON STRAIGHT ALIGNMENTS AND 4 BACKCUT AND BACKFlLL FEET ON CURVED ALIGNMENTS LESS THAN M FEET RADIUS SPACING SHALL BE ENCASED IN A z 3. WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE CITY OF AGOURA HILLS UNIFORM BETWEEN CHANGES IN ALIGNMENT. 1 -FOOT -WIDE COLUMN OF 0.75 TO 1.5 -INCH, 2 DEPARTMENT OF BUILDING AND SAFETY. USING APPROVED E70XX ELECTRODES ONLY. OPEN- GRADED GRAVEL 4* EDITION.EALLI CONFORM TO BE DONE APPLICABLE A SHOP WELDING APPROVED CODES. BY HE CITY OF 6 ABRASIVE ELEMENTS. ADJACENT SHALL HAVE AOMINIMUM SHALL RADIUS FREE OF O/8 IN SHARP OR SOIL CONDITIONS AND DRAINAGE WALL "FOOTING ABOVE TO A MIN. GRIND AGOURA HILLS DEPARTMENT OF BUILDING AND SAFETY CONTINUOUS INSPECTION HEIGHT OF 1.5' ABOVE THE SMOOTH, TYP SHALL BE PROVIDED ON WELDS AS SPECIFIED IN THE AGOURA HILLS BUILDING 7. ALL FIELD WELDS AS REQUIRED SHALL BE GROUND SMOOTH. GALVANIZED COATING FOR TYPICAL RETAINING WALL EQUAL TOR TO A HEIGHT THE WALL CODE. UNO INSPECTION SHALL BE DONE BY A AGOURA HILLS CITY LICENSED SHALL BE REPAIRED AFTER FIELD WELDING. HEIGHT, WHICHEVER W IS HANDRAIL ON RAMPS DEPUTY INSPECTOR AT THE CONTRACTORS EXPENSE. N.T.S. GREATER. NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ES8, AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Q W.L. I W.L. IW.L. DESCRIPTION: MONUMENT LOCATED 190 TNT. DATE PLANS PREPARED UNDER SUPERVISION OF REC A V D: GRADING PLAN FOR: FEET SOUTHERLY OF INTERSECTION OF Q ce RANCH ROAD AND RAINEY COURT IN THE W &W Land Design Consultants, Inc PUBLIC WORKS DATE: �� 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 13186-G SOUTHWESTCOENEROFACONCRETE �al�*I • Lams.., • � bw * Exp. 06 -30-20 * ENGINEER'S NAME DATE PLANNING S" Uff STE N WAK DWARD WIMMER NEIL CAMPBELL (OWNER) PEDESTAL 7EU 9 f' 005-715 - FAX (0 1. 1IPLAIQ G Y17lS C66242 1v (�) eas -rts , vNI (> 7137 s� �Q WEIDONG LIU R.C.E. NO.: PER TM 4460 -1 IMP. PLAN •9T CIVt� �`� REVIEWER -S �� Zo APN 216- 122 -46 -00 ELEVATION: 348.60 DATUM: NAVD88 FOF CAS \fO CITY ENGINEER DATE - -' ENGINEER'S NAME EXP.:06 -30 -20 DATE DA PLANNING CASE NO: 14 -155 DR/MIN /CDP SHEET 3 OF 5 INSPECTOR ITEM DESCRIPTION QUANTITIES UNITS 16 INSTALL 6" PVC SEWER LATERAL 69 LF 1© INSTALL SEWER CLEANOUT PER SPPWC STD. PLAN NO. 204 -2 1 EA 18 INSTALL 8" PVC CLASS 150 C900 PER NFPA 24 75 LF 19 CONSTRUCT 2" BACKFLOW PREVENTION DETECTOR ASSEMBLY PER LA COUNTY STD. EA PLAN NO. W -6 1 ©0 CONSTRUCT 2" WATER SERVICE CONNECTION AND METER PER CITY STD. PLAN NO. 2 EA W -4 21 INSTALL SEWER CLEANOUT PER LWD S -25 1 EA ©INSTALL 4" DIA CURB DRAIN PER SPPWC STD. 150 -3 TO CONNECT 4 EA TO ROOF DRAIN PER DETAIL ON SHEET 4 .. . . a £ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ESS/ AS -BUILT APPROVALS SIGNED BY: DRAWN BY: CHECKED Y: W.L. W.L. W.L. ENqINEEfZING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: MONUMENT LOCATED 190 \pONG INT. DATE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: FEET SOUTHERLY OF INTERSECTION OF ,A'pp �' 't� G RECD (]: A R V RANCH ROAD AND RAINEY COURT IN THE V Y O�W Land Design Consultants, Inc PUBLIC WORKS DAIS: 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 13186 G SOUTHWEST ROAD AND RAINE A CONCRETE RT IN CM F+ro�u - Sbam - � Lbw No. 66242 * ENGINEER'S NAME DATE C / 2335 W. FWR&L IOW., SUM 1. UMMA. CA 617611 FxP• 06 -30 -20 PLANNING 3 ec_ LGF'( S 0 A DWAR WIMMER NEIL CAMPBELL (OWNER) PEDESTAL TEU (606) 600 -7116 - FAX (M) 940 -1137 �',� �P WEIDONG LIU R.C.E. NO.: C66242 c� PER TM 4460 -1 IMP. PLAN 9P C1Vt� P`� REVIEWER ! T 2baso/ APN 216 -122 -46-00 ELEVATION: 348.60 DATUM: NAVD88 FOF CAi�E� CITY ENGINEER DATE ENGINEER'S NAME EXP.: DATE DA 14 -155 DRIMIN /CDP INSPECTOR PLANNING GASENO: SHEET 4 OF S CHANGE N0. DESCRIPTION APPROVED DATE t3tNGFiMAKK QµpFESSi 3�\100N0 cn 0 No. 66242 * �. 06 -30 -2o s r 9T CIVIL aq, ForCAI.�f A5 -BUIL I APPKUVALS W.L. W.L. L. - tNUINttK1NU UIVI,IVN Af YKVVAL, U I Y U1- tNGINI IA, - UtVtLUrMtN I btKVila, UtF'AKI MCN 1 vrwrrn '4u Iw- DESCRIPTION: MONUMENT LOCATED 190 FEET SOUTHERLY OF INTERSECTION OF p W &W Land Design Consultants, Inc ChM �w�a • • � �� 2335 NL f'001lRL BLVD.. 9UlE 1, 1IPLAIQ CA Y1706 7d (BDy) Bas -nos • FNC (B08) we -tts► INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: SC -C LC�I WEIDONG LIU R.C.E. NO.: C66242 ENGINEERS NAME EXP. :06 -30 -2o REC D: A 0 D: s �� GRADING PLAN FOR: 1435 BELLA AZUL COURT, ENCINITAS, CA 92024 NEIL CAMPBELL OWNER APN 216 -122 -46-00 PLANNING CASE NO: 14- 155DRIMIN /CDP 13186 -G PUBLIC WORKS PLANNING RANCH ROAD AND RAINEY COURT IN THE ENGINEER'S NAME DATE SOUTHWESTCOENEROFACONCRETE OWAK EDWARD .WINNER DATE + DATE PEDESTAL PER TM 4460 -1 IMP. PLAN ELEVATION: 348.60 DATUM: NAVD88 REVIEWER SHEET 5 OF 5 CITY ENGINEER DATE INSPECTOR