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2015-12280 G (Plans)g RIGHT OF WAY NOTE D. TELEPHONE - SBC BELL - (760) -489 -3411 EARTHWORK OLIVENHAIN WATER DISTRICT NOTES: OWNER SITE ADDRESS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO TOTAL: BILL AND KIMLANSFORD 1442 BELLA AZUL COURT, WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. CUT: 340 CY A 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS 2314 WAKEFOREST CT ENCINITAS, -4 -0024 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: AS SPECIFIED IN THE MOST RECENT EDITION OF THE CONSTRUCTION MUNICIPAL WATER DISTRICT (DISTRICT) APN: 216 - 122 -43 -00 RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. FILL: 190 C.Y. STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND ARLINGTON, TX 76012 (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT IMPORT EXPORT: 150 C.Y. LEGAL DESCRIPTION DRAINAGE NOTE TO REJECTION AND REMOVAL. FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE 818- 606 -8324 PARCEL 4 OF MAP 19619 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. QUAN1111ES DO NOT INCLUDE EXCAVA110NS AND EXPORT FOR POOL. PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. OWNER'S CERTIFICATE WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. EROSION CONTROL EARTHWORK OUAN7177ES STATED ARE FOR EXCAVA1/0NS TO PROPOSED PAD ELEVA110N STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH IT IS AGREEED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO UTILITY NOTE AS STATED ON PLAN. OVER EXCAVATIONS AND RE- COMPACTION QUAN7117ES TO THE DISTRICT'S INSPECTOR. THESE PLANS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL LANSFORD AT (817) 995 -4346 PREPARE SUBGRADE FOR STRUCIURAL FOUNDATION WILL BE REQUIRED BASED 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2. EQUIPTMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL ON RECOMMENDATIONS IN PROJECT SOILS REPORT TO INCLUDE THE ENTIRE PAD: DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. IT IS FURTHER AGREED THAT THE (OWNER (DEVELOPER) SHALL HAVE A TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR GENERAL NOTES SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE REMEDIAL EARM WORK: 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION IMMINENT. SERVICES PRIOR TO SHUTDOWNS.NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER OVER - EXCAVATION AND RECOMPACTION PAD: 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAUOSHA. A COPY OF EXEMPTION COMPLETION OF THE IMPROVEMENTS. STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL CUT: 1250 CY LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY OF THE ENGINEERING INSPECTOR. CONSTRUCTION. 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER FILL: 1250 C.Y. IMPORT/EXPORT: 0 C.Y. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL 2. THE SOILS REPORT TITLED "GEOTECHNICAL UPDATE PROPOSED SINGLE - FAMILY TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY RESIDENCE 1442 BELLA AZUL COURT" PREPARED BY HETHERINGTON ENGINEERING INC. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE OVER - EXCAVATION AND RECOMPACTION SLOPES: ARRANGE FOR INSPECTION OF THE PROJECT. OF THE SITE. DATED JUNE 23, 2014, PROJECT# 7318.1 SHALL BE CONSIDERED AS A PART OF THIS GRADING REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR CUT: 450 CY 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. FILL: 450 C.Y. UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE DATE: d SPECIFICATIONS CONTAINED IN SAID REPORT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS IMPORT/EXPORT: 0 C.Y. PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) �� mwo me RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT UNSAFE. ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE SIGNATURE: OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS. PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BILL LANSFORD PLANS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE BE INCORPORATED HEREON. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO BEGINS. GRADING. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE COMMENCEMENT OF WORK. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE SIGNATURE: 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER KIM LANSFORD (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO 0 LATELS WHERE LOCATED EATIONS PUBLIC RIGHT-OF-WAY. ARE OT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY SHRINKAGE AND SWELL FACTORS). EXISTING PRIOR TO GRADING. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE STREET. STATEMENT OF ENGINEER OF WORK SOILS ENGINEER IN FIELD DURRING EXCAVATION. M AXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE USE OF JOINT COUPLINGS WITH 4° 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 STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION M CIVIL ENGINEER OR A LICENSED LAND ACTIVITIES CONTINUED: 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND SURVEYOR. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE ON -SITE CONSTRUCTION MATERIAL STORAGE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT USED IN LIEU B A MANUAL AIR RELEASE E BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. STORM DRAIN SYSTEM. SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE AS APPROVE BY THE DISTRICT'S REPRESENTATIVE. THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT 13. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY LO INSTALL 3 MINIMUM 1 -INCH WATER SERVICE C EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE ANY CITY A A P B REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION LOT LINE. A 3/n ATE HIGH LETTER SS SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CAPACITY IN A PUBLIC ENTITY FOR THE PLANS PREPARED NI THE ENGINEER IS NOT 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES CURB AT ALL WATER SERVICE CROSSINGS. A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, 14. METER 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES PRIOR WRITTEN SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE CONSENT. ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR BASSO THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE IN PRE- CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT INDUSTRIAL D OF WATER METER. TER. DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY ADVANCE BY CALLING (760) 633 -2770. AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. BARRIER AROUND THE PERIMETER AT ALL TIMES. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR TRAINING 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR WI OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF IMMEDIATELY UPON INSTALLATION OF VALVES. WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER OUT OF THE WORK PERFORMED BY THE ENGINEER. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS POSSIBLE. DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. ALTERED WITHOUT A PERMIT FROM THE CITY. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE DATE: 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. SIGNATURE: 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE GREGORY A. CAUDILL FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE REQUIREMENTS AND THEIR OWN RESPONSIBILITIES IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.12280 -G OBTAINED. WASTE MANAGEMENT 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE GAC ENGINEERING AND LAND SURVEYING HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING 41993 VIA RENATE PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. TEMECULA, CA 92591 FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE 21, PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE 760 - 594 -4889 GRADING OPERATION. TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM SOILS ENGINEER'S CERTIFICATE SPECIFICATION. COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE I REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES PRINCIPALLY G BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED RAIN CONTACT WITH ANY TRASH MATERIAL. AND APPURTENANCES. CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON z3 / AND FOR AN USE. TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, UPDATE ON ONE COMPLETE COPY OF THE SC'LS REPORT COMPILED TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE REQUIRED FOR THIS STRUCTURE. FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE FROM THIS STUDY, WITH IN RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE, RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL IN WORKMANSHIP ANDATSOE ERI TO WITHIN THE ONE -YEAR PERIOD FROM THE DATE U ACCEPTANCE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE ACTIVITIES OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS NEGLECT EXCEPTED. FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN CONCRETE WASHOUT INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. SPECIFICA::� O INSTALLED. IN WRITING BY THE DISTRICT. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD SIGNED: OFESS /p 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND STANDARD SPECIFICATIONS. 4�e� H£ 4lF IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER RECYCLING RECEPTACLES AROUND THE SITE. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LANDSCAPING RCE NO.: 30 4 S IS �� 9 7 CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN 3 z UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE DESIGNATING THE WASHOUT LOCATION. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED ®.397 z u!• REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED CONSTRUCTION SITE ACCESS TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING EXP. DATE: 3�/ /(� .Date__ /L TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. !k BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO HETHERINGTON PROJECT NO. 7318.1 �/`POIECFR���' �Q IN STRICT ACCORDANCE WITH SPECIFICATIONS. MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN OF MATERIAL THAT MAY OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN LOG NO. 16873 �OFCAL4F 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE CONSTRUCTION VEHICLES HAVE TRAVELED AWAY FROM CONSTRUCTION SITE OCTOBER 1 AND APRIL SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR HETHERINGTON ENGINEERING INC. EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND 5365 AVENIDA ENCINAS, SUITE "A" OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE, REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT CARLSBAD CA 92008 WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO EROSION CONTROL (760) 633 -2770. 760- 931 -0545 THE RECOMMENDATIONS IN THIS BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL LA COSTA AVE. REFERENCED REPORT TITLED EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES GEOTECHNICAL UPDATE PROPOSED SINGLE SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION m 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE m FAMILY RESIDENCE 1442 BELLA AZUL COURT, RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER DATED JUNE 23, 2014 ARE TO BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS VEGETATION, AND BONDED FIBER MATRIX. SITE 14421 'LLAAZUL CT. INCORPOATED INTO THIS PLAN FOR THE TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 5 GRADING AND IMPROVEMENT THE SITE. FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE `J'f y BELL SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING 9 o AZUL CT. SUCH MATERIAL. F PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. p 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS DISTURBED AREA: t BLUE HE N AVE. URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET TOTAL AIRES OF LAND DISTURBED: 29094.5 SQ. FT. v, BMP PROJECT STATUS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL y RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS x r - GROvND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP p CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS IMPERVIOUS AREA z 9 PRIORITY - HMP EXEMPT (PARrA/tPito3F[t -OOP ao1' P/tF- MAAP) DECREASE EROSION. p� SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NEW CONSTRUCTION IMPERVIOUS AREA: 14,181 SOFT z dy Op CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE IMPERVIOUS AREA REPLACED: D SOFT F, /l FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD IMPERVIOUS AREA REMOVED: 0 SOFT Eo 12 s1 15 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE AND BIND THE SOIL. NET INCEASE IN IMPERVIOUS AREA: 14,181 SQFT 44914E HOMEOWNER'' Ater @to IN ACCORDANCE WITH "MAINTENANCE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND r' AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE GRADING ACTIVITIES ARE COMPLETE. A' S - B U I L- T VICINITY MAP } POLLUTION CONTROL FACILITIES" REMOVAL. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. NTS ;' c 1 LE ATIONS [� /�� LEUC IA BLVD. 1 RECORDED ON 7- $ '/S AS XISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES / �"� LN a--►CX (e "2$ (% DOC. NO.: ZO /S -Q3981 i8 ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ENVIRONMENTAL DATA 8 N �•l p >s B R m F W O Rlc �qTE F OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON LEUCADIA WASTEWATER DISTRICT 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 2) MAXIMUM VERTICAL DEPTH OF CUT = 4.1' RES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK PUBLIC SEWER SYSTEM APPROVAL IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF 3) MAXIMUM VERTICAL DEPTH OF FILL = 3.0' APPROVED BY WD DISTRICT ENGINEER: TILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND � 4) AVERAGE DEPTH OF CUT = 240 C.Y.(15715 S.F. x 27 = 0.41 FT ION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: Z6S� 5) AVERAGE DEPTH OF FILL = 190 C.Y./ 4054 S.F. x 27 = 1.26 FT 6 ►a�15 . SEWERS - CSD - (760)- 633 -2770 'STEPHEN DEERING _ RCE DATjj�� , • 15 • % �,�,i� ✓ T a you , J C�& . GAS &ELECTRIC - SDGE - (760)- 438 -6200 f7G! D�/ //6 SIGN DATE SIGN DATE SIGN DATE SIG DATE SIGN DATE . WATER - SAN DIEGUITO WATER DISTRICT - 760 -632 -4642 FIRM EXPIRATI D/ E NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: RAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DRAWING NO. '� [a-2t-17 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN9ED. APP GRADING PLAN FOR: DESCRIPTION: ENCINITAS SURVEY CONTROL DATE: P- OS -lJr /III•M e�1� L LOCATION: STA 6 +68.92 BELLE VISTA HORIZONTAL: 1 " =10' 1442 BELLE AZUL COURT 12280 -G - IGw MASIH MAHER GLENN PROM RECORD FROM: C L MONUMENT �% PUBLIC WORKS DIRECTOR ELEVATION: 348.60 VERTICAL: N.A. /"�`� R.C.E. NO.: C °BOJ57 DATUM: NAVD88 ENC. CONTROL SURVEY GREGORY CAUDILL 12m3, ®15 Il 10 / IS Z 3. - /� NO. 14 -021 6 -15 -15 CASE N0. 14 -252 COP EXP.: DATE DATE SHEET 1 OF 5 14- 025 12 -11 -14 ,,a .1 m 0 Lu Z (� N C) U n zgo ¢gym -0 � Lu .. m w I- Z W °J v z W w v° wed 0 m m Z rn o w �> U Q C7 LIMITS OF OVER_ \ EXCA VA 770N S ° a a s� 3 1.09,' ° —• It C GRT1•P'W �L9 1 1p a (LOGGIA II A ° 4 ° a POOL wl d d 1.09' ° 9� �'0D �RAT'��4 ►d C7 I13 ° a hOg� X6.1 LIMITS ° S. 66.2V ° TS OF OVER_EXCAVA710N a�G 365.8 S iiC h us • ! @ ��� ` r •� �� ! 17 91ALL AND OP; TION ?' AT Pz F I'RUVIDE R!P AP STABUZAT/ON AF OUTLET ,`' " EX. OrQ/I'EI{gY� &' J Val Na 1— 8 a,C /'ER ENTRY '4C P 1469 -/ i NG RETAINING CHANGE 's Y R =83.00 � A= 21.50' ..� 216- 122 -47 DRAINAGE N07ES. STORMDRAIN PIPE TO BE PVC 0 LOX MIN SLOPE. ALL TRUNK LINES E, TO BE 6" PVC AND FEEDER LINES TO BE 4" PVC. EMS71NG DRAINAGE SHET FLOW TO SWALE `j l ��• D -1 PER APPROVED PLAN PER TPM 01 -301 EXISTING DRAINAGE SWALE PER APPROVED PLAN PER IPM 01 -301 -f 1�.°�°ve.� % °zi3► NO. DESCRIPTION APPROVED DATE fo U Pic, 14-025 12 -11 -14 REW81m i,a 1 NOTE: ALL SITE RUNOFF AND PIPES SHALL DAYLIGHT TO BIORETENTION BASIN. F I� G A�C�p.c vtisT�G• -- R A RXY PAD J56 r.,u�t•��u iq.�ALTIAN iinii• } PEAMETER WA NOTE.• ) SMHR 5 >¢� 4' WALL AND 2' FENCE ON TO EL 356 / 929 "E WALL THAT IS 509' OPEN 350.27 DRIVEWAY OPENING S 6'. „ -TOOV rH = 4 TO EAR; = 6 IN. AAPA x E= IE M /4J L n \ire ' N DRIVEWAY ENTRY Ip CONSTRUCT PER DETAIL c r SHT 4 PCC OUTLET SWALE c OUTLET TO EXISTING STORM W41FR TREATMENT FACILITY ;s 9 9,-, O `' /' i / � 216 - 122 -48 LEGEND: SEE LEGEND SHEET 3 (a SEE SPECIAL NOTES SHEET 3 'REHABILITATE EX. ROCK LINED WATER QUALITY SWALE TO THE SATISFACTION OF THE CITY ENGINEER.PER SECTION C —C SHEET 4. BENCHMARK SCALE I SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS,7 CITY OF ENCINITAS - PUBLIC WORKS AC AC GA DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA S+58.92 BELLA VISTA HORIZONTAL: 1" =10' RECORD FROM: C L MONUMENT ELEVATION: 348.60 VERTICAL: N.A. DATUM:NAVD88 ENC. CONTROL SURVEY PLANS PREPARED UNDER'SUPERVISION OF RECOMME DED: APP GRADING PLAN FOR: /lit /' i4 GLENN PRUIM 1442 BELLA AZUL 1 z Q MASIH MAHE �+` +•� R.C.E. NO.: C -60957 PUBLIC WORKS DIRECTOR r ( a 0 0)N co Z/ I V / I S _ 7/1 10 Z n BENCHMARK SCALE I SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS,7 CITY OF ENCINITAS - PUBLIC WORKS AC AC GA DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA S+58.92 BELLA VISTA HORIZONTAL: 1" =10' RECORD FROM: C L MONUMENT ELEVATION: 348.60 VERTICAL: N.A. DATUM:NAVD88 ENC. CONTROL SURVEY PLANS PREPARED UNDER'SUPERVISION OF RECOMME DED: APP GRADING PLAN FOR: /lit /' DATE: 2 -05 -15 �•�'� .� GLENN PRUIM 1442 BELLA AZUL COT z Q MASIH MAHE �+` +•� R.C.E. NO.: C -60957 PUBLIC WORKS DIRECTOR ha 1�Z 0 0)N co Z/ I V / I S _ 7/1 10 Z n EXP.: 12 -31 -15 d DATE JOB NO. 14-021 6 -15 -15 CASE NO. 14 -252 CDP �LL lQ � LL V Z Ryjz ?< W W Qo DRAWING NO. z w Q U DATE: 2 -05 -15 �•�'� .� GLENN PRUIM 1442 BELLA AZUL COT 12280-G Q MASIH MAHE �+` +•� R.C.E. NO.: C -60957 PUBLIC WORKS DIRECTOR 1�Z 0 GREGORY CAUDILL Z/ I V / I S _ 7/1 10 EXP.: 12 -31 -15 DATE DATE JOB NO. 14-021 6 -15 -15 CASE NO. 14 -252 CDP I SHEET 2 OF 5 S f s S u SPECIAL NOTES: Q RUNOFF FROM STRUCTUE AND HARDSCAPE SURFACES TO BE DIRECTED THROUGH VEGETATED SWALES TO ONS17E STORM WATER DETENTION BASIN PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW AND ARE TO BE MAINTAIN D PR SEWER LATERAL DATA TABLE PARCEL STA. LATERAL BEARING INVERT@ MAIN DROP TO MAIN LAT. EL. AT RIW LAT. SLOPE LAT. LENGTH GIRD. D. EL.@ R DEPTH PL TO IE. EL. UPSTREAM MH RIM BACK WTR VALVE REQUIRED MATERIAL 216 - 122 43 -00 16 +40.00 Nl l.48'58'E 348.14' 12.36' 360.50' 2.00% 16.8' 371.5' 11.0' 356.10' NONE 4" PVC SDR 35 MIN. MAINTAINANCE AGREEMENT WITH THE CITY OF ENCINITAS. E IVATELY PER A STORM WATER EAIS I ING DEEP LATERAL PER 1469 -1 CITY OF ENCINITAS IMPR. DWG. STORMWATER RUNOFF TO DRAIN AWAY FROM STRUCTURE AT 2.0% FOR SOFT. Q EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" COMPACTED CLEAN NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE SAND, REINFORCE WITH N0O, 3 BARS 0 18" O/C BOTH WAYS 0 MID -POINT OF RESPONSIBILITY. SLAB. USE 520 -C -2500 CONC Q3. CONSTRUCT RETAINING WALL PER SDRSD C -2, C -3 BOTTOM OF WALL ELEVA71ONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO SOIL ENGINEERS FIELD TESTS AND ..._ ....... .... _ RECOMMENDATIONS DEEPENED FOODNG MAY BE NECESSARY. DEEPENED FOOTINGS EXTENDED INTO UN- WEATHERED BED ROCK OR APPROVED ENGINEERED FILL PER RECOMMENDATIONS IN SOILS REPORT FOR THIS PROJECT. ACTUAL DEPTH TO BOTTOM FOOTING WILL BE BASED ON COND177ONS REVEALED IN THE FIELD DURING GRADING. ® WALL DRAINS SHALL BE OUTLET TO ONSITE OPEN AREAS Q5. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE 6" OIA. ATRIUM GRATES OR 12 7X12" BOX INLETS BY 'NDS'LOCATED IN PLANTED AREAS REFER TO LEGEND ON SHEET J. © BUILDING DOWNSPOUTS TO BE BE OUTLET TO ONSITE OPEN AREAS AND TO DRAIN TO ONS17E S.W. DE7EN77ON BASIN (Z)DISTRICT TO INSTALL A I IN. DIM, AND INSTALL SPRINKLER SERVICE LINE DUAL METER WITH DUAL, / IN. DOMESTIC FOR FIRE SPRINKLERS. CONNECT TO CUSTOMER SIDE OF METER FOR FIRE SERVICE. INSTALL DOMESTIC DUAL CHECK VALVE BEHIND THE METER, PER OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARDS. ® WATER SERVICE TO BE EXTENDED FROM EXIS17NG METER TO NEW RESIDENCE WITH SCHEDULE 40 PVC HAVING 24" COVER (MIN.) & AS REQUIRED BY THE CITY OF ENCINITAS CONTACTOR TO VERIFY LOCA77ON OF EXIS71NG SEWER LATERAL PER ENCINITAS SEWER IMPR PLAN 1469-1 AND LOCATE EX. CO. OR INSTALL NEW SEWER C.O. PER SDRSD SS -2. SEWER LATERAL 7E 0 P.L. +/ 360.50' INSTALL MIN. SCHEDULE 40, 4" PVC AT 1.0% FROM HOUSE CONNEC7101V TO EXIS77NG SEWER CLEANOUT AT P.L. TQ MEET CITY OF ENCINITAS STANDARDS FOR MINIMUM COVER AND SEPERA77ON FROM WA TER SERVICE LINE. 6R 8111. $929 4 5-51 wt Lw® $74#v *Av®f. ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK TO BE PERFORMED IN THE ENCINITAS CITY RIGHT -OF -WAY AND OPENSPACE AREA. ® NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE 5 N P.4 wnu ® COBBLE DRAINAGE DISSIPATER PER DETAIL THIS SHEET. Q 810- RETEN77ON BASIN, STORM WATER STORAGE VOLUME IS �o PROVIDED TO BE DESIGNED IN ADHERENCE TO SOILS r .5w MIX ENGINEER RECOMENDATIONS, AND ARE TO BE MAINTAINED Nm PRIVATELY AS STATED W STORM WATER MAINTAINANCE " AGREEMENT WITH THE CITY OF ENCINITAS TO BE RECORED 28'58" h , WITH THE COUNTY RECORDER. SEE DETAIL SHT 2 - 6311/5( 60 ,_93 ® CONSTRUCT PCC DRIVEWAY MIN. 5 -112 THICK ON 3" CLASS 11 A.B. COMPACTED TO 90% MAX DRY DENSITY, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED DN OBSERVA7101VS IN THE FIELD. A/ /ROVED PER wro U ER DEAI ON S M' t 3, E 858" E' INSTALL 2' HIGH BENCH SEAT AT TOP OF RETAINING WALL. PER LANDSCAPE ARCHITECT PLANS PRIOR TO HAULING DIRT OR CONSIRUC71ON MATERIALS TO ANY PROPOSED CONTRUCTION SITE WITHIN THIS PROJECT 7HE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE ENGINEERING SERVICES DEPARTMENT DIRECTOR FOR THE PROPOSED HAUL ROUTE. SOLAR PANELS TO BE CONSTRUCTED PER DETAILS ON LANDSCAPE ARCH17ECT PLANS F007ING FOR SOLAR PANEL MOLIN71NG TO BE FOUNDED INTO FORMA7101VAL MATERIAL, THE LOCA7101V OF THE PANEL ARRAY SHALL BE LOCATED AJACENT TO AND NOT OVER THE STORM WATER BIORETFNIION BASIN. ® STORMORA/N PIPE TO BE PVC@ 1.0% MIN SLOPE. UNLESS OTHERWISE N07ED c R =83. A= 21. INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BEALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACKINTOA POSITION EQUALLYSPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPEAND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 6545 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADEAT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. I G'J I 45 - 50ILT LEGEND: BOUNDARY: - - - - ORIGINAL LOT LINE LOT 10: EXISTING CONTOUR: - 65 PROPOSED CONTOUR: r.�l STORMDRAIN: 61N PVC ® O INLET: 6 "ATRIUM GRATE OR 12X12 BOX INLET BY NDS BIO RETENTION WATER QUALITY TREATMENT AREA: MASONRY SITE WALL: MASONRY RETAINING WALL: --_ - ENHANCED CONCRETE::` COBBLESTONE DISIPATER PER PLAN: AREA OF PROPOSED PAVERS BM PER PERV70US PAVERS DETAIL THIS SHEET: NOTES: PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT OF WAY, A RIGHT OF WAY CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE ENGINEERING sERVICES DIRECTOR AND APPROPRIATE FEES PAID, IN ADDITTION TO ANY OTHER PERMITS REQUIRED. THE OWNER IS RESPONSIBLE FOR COORDINATION WITH SDG &E, AT$T, AND OTHER APPLICABLE AUTHORITIES. ALL PROPOSED UTILITIES WITHIN THE THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXISTING UTILITIES UNLESS EXEMPT BY THE MUNICIPAL CODE. THE OWNER SHALL BE RESPONSIBLE FOR RELOCATION AND UNDERGROUNDING OF EXISTING PUBLIC UTILITIES AS REQUIRED. 0' 20' 40' 60' BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY, SCALE. • I"= 20' EXISTING STORMWATER FACILITY REHABILITATE EX. ROCK LINED WATER QUALITY SWALE TO THE SATISFAC77ON OF THE CITY ENGINEER. PER SECTION C -C SHEET 4 EXISTING DRAINAGE INLET AND DRAINAGE STRUCTURE PER AS -BUILT PLAN 1469 -G CpNCNG AS\BU�F � '°qT Gin ICIL17Y ze- V- tjCmg%Ml*C-8, C7r- WO'ilk 0Ar[a 6"X:16`" PC( OR DEED ,r�ia�. a°c, a a^rti a :ta=o Y-r9 rsab" raara szx. APPROV MIN, 6' THICK (NO, 2) CRUSHEI SOIL SUE NOTES: GRAD �f>�"f� r, TO EASEMENT ® AN 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN ® D.G. PATHWAY MIN. 4" THICK ON COMPACTED NATURAL UNLESS OTHERWISE SHOWNAS APPROVED BYLINDON THE PLANS . GRADE. NO. 04- 0874468 STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS 11. A 2 -INCH HIGH S "SHALL BE INSCRIBED ON THE CURB FACEATEACH LATERAL FOR LOCATION BY THE CONTRACTOR. 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THEAPPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE THE PIPELINE AND INCIDENTAL TAG OVER THE SEWER MAIN SHALL TERMINATE 6 "ABOVE PAVING SUBGRADE WITH FINAL 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOKI AND THE REGIONAL STANDARD THE POINT OF CONNECTION. DRAWINGS, MOST CURRENT EDITIONS, IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS MAINTAINANCE AGREEMENT RECORDED 09/14/04 GOVERN. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED 14. ALL SEWERS AND LATERALS SHALL BE WA ME BALLED OR JETTED, LOW PRESSURE AT ALL TIMES WITHOUT EXCEPTION. AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO 4. THE CONTRACTOR SHALL HAVEA COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON CONSIDERATION FOR FINAL ACCEPTANCE BY L IND. AIR TEST SHALL BE DONE AFTER THE ✓OBSITEA TALL TIMES. CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITYLATERALS. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE BY THE LWD INSPECTOR PRIOR TO PAVING. IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE LWD PERMIT FOR MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW CONSTRUCTION AND SHALL PROVIDE MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL CONSTRUCTION. AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY FOR OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, 17 EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. CONNECTIONS NOT MADE TO EXISTING WYES MUST BE INACCORDANCE WITH LWD STANDARD DRAWING S -32. IF NECESSARY DURING THE LATERAL CONNECTION WORK, 8. ALL REVISIONS TO DRAWINGS SHALL BEAPPROVED BY THE LWD DISTRICT ENGINEER IN WRITING UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND PRIOR TO CONSTRUCTION. BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORKBYTHELWD MONITORING. NO UNMANNED BYPASS SHALL BEALLOWED. INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BEALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACKINTOA POSITION EQUALLYSPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPEAND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 6545 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADEAT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. I G'J I 45 - 50ILT LEGEND: BOUNDARY: - - - - ORIGINAL LOT LINE LOT 10: EXISTING CONTOUR: - 65 PROPOSED CONTOUR: r.�l STORMDRAIN: 61N PVC ® O INLET: 6 "ATRIUM GRATE OR 12X12 BOX INLET BY NDS BIO RETENTION WATER QUALITY TREATMENT AREA: MASONRY SITE WALL: MASONRY RETAINING WALL: --_ - ENHANCED CONCRETE::` COBBLESTONE DISIPATER PER PLAN: AREA OF PROPOSED PAVERS BM PER PERV70US PAVERS DETAIL THIS SHEET: NOTES: PRIOR TO ANY WORK BEING PERFORMED IN THE PUBLIC RIGHT OF WAY, A RIGHT OF WAY CONSTRUCTION PERMIT SHALL BE OBTAINED FROM THE ENGINEERING sERVICES DIRECTOR AND APPROPRIATE FEES PAID, IN ADDITTION TO ANY OTHER PERMITS REQUIRED. THE OWNER IS RESPONSIBLE FOR COORDINATION WITH SDG &E, AT$T, AND OTHER APPLICABLE AUTHORITIES. ALL PROPOSED UTILITIES WITHIN THE THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXISTING UTILITIES UNLESS EXEMPT BY THE MUNICIPAL CODE. THE OWNER SHALL BE RESPONSIBLE FOR RELOCATION AND UNDERGROUNDING OF EXISTING PUBLIC UTILITIES AS REQUIRED. 0' 20' 40' 60' BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY, SCALE. • I"= 20' EXISTING STORMWATER FACILITY REHABILITATE EX. ROCK LINED WATER QUALITY SWALE TO THE SATISFAC77ON OF THE CITY ENGINEER. PER SECTION C -C SHEET 4 EXISTING DRAINAGE INLET AND DRAINAGE STRUCTURE PER AS -BUILT PLAN 1469 -G CpNCNG AS\BU�F � '°qT Gin ICIL17Y ze- V- tjCmg%Ml*C-8, C7r- WO'ilk 0Ar[a 6"X:16`" PC( OR DEED ,r�ia�. a°c, a a^rti a :ta=o Y-r9 rsab" raara szx. APPROV MIN, 6' THICK (NO, 2) CRUSHEI SOIL SUE NOTES: GRAD �f>�"f� r, TO EASEMENT ® AN DESCRIPTION 15 vs I LT (s `1' - I'j IVY LEGEND DATE SLOPE AND OPENSPACE PURPOSES, RECORDED 9/14/2004 AS INSTRUMENT NO. 04- 0874468 O.R. EASEMENT FOR STEEP ® AN EASEMENT FOR SEWER PIPELINE AND INCIDENTAL PURPOSES RECORDED 9 -14 -04 AS INSTRUMENT NO.04- 0874707, O.R. ® AN EASEMENT FOR ROAD AND UTILITY PURPOSES AND MAINTAINANCE AGREEMENT RECORDED 09/14/04 AS INSTRUMENT NO. 0874708,OF O.R. AS SHOWN ON PM 19619. ® AN EASEMENT FOR ACCESS AND UTILITIES PURPOSES RECORDED AS SHOWN ON PM 19619 ® AN EASEMENT FOR ACCESS AND UTILITIES PURPOSES GRANTED TO SDGE RECORDED 07/11/05 AS DOC # 05- 0580659 �]1 AN EASEMENT FOR ACCESS AND UTILITIES PURPOSES GRANTED TO OLIVENHAIN WATER DISTRICT RECORDED 3/30/09 AS DOC # 09- 0158729. �v> PA<-e Is 1D IV \j �NM (SAND. SILT, ETC.) BEEN ADDED :EMENT OF NEXT COURSE' 3OIL - SUBORAIN MAY BE REQUIRED CHANGE NO. DESCRIPTION 15 vs I LT (s `1' - I'j IVY APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA 6 +68.92 BELLA VISTA, RECORD FROM: C/L MONUMENT ELEVATION: 348.60 DATUM: NAVD88 ENC. CONTROL SURVEY SCALE HORIZONTAL: 1 " =20' VERTICAL: N.A. SPECIAL DISTRICT APPROVAL DEGANED BY: DRAWN Bv: cHEACKED BY: ENGINEERING DEPARTMENT APPRO LS RECOMMEND APP MASIH MAHER, 2519 GLENN PRUIM, C51274 ENGINEERING/ PUBLIC WORKS DIRECTOR DATE �S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 1442 BELLA AZUL COURT JOB NO. 14 -021 6 -15 -15 CASE NO. 14 -252 CDP DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF o DATE: 2-05 -15 ' R.C.E. NO.: C -60957 GREGORY CAUDILL EXP : 12 -31 -15 SHEET 3 OF 5 REVISIONS W i I I t i t m �Uro .gam U ,°n UX� 3LuX Ili LL ��00 ZY v � (Y N )M� " UaU � O v> 1 C RETENTI ❑N AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6' FROM THE SURROUNDING GRADE TIE 4' PERFORATED PVC PIPE INTO RISER INLET FROM PRE - TREATMENT DEVICE 12' MIN. )Kw SEE NOTE BEL❑ 4' PERFORATED PVC AT THE Jr BIO— RETENTION DETAIL FOR IMP DEEP ROOTED, DENSE, DROUGHT 6A04 A2L -A 634$F TOLERANT PLANTING SUITABLE FOR WELL DRAINED S ❑IL APPROVED GRATE INLET �2 -3' HARDWOOD MULCH I _ .r•F F�'oW WBI ❑RETENTI ❑N 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% T ❑PS ❑IL, ww3/4' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. AIL FOR BMP SECTION It JOL.'LU SHEET 4. _ BOT 4" PERFORATED PVC IE 352.20 SECTION A —A BIORETENTION OVERFLOW TIC 354.95 6 MONOLI PCC CURB CONC. 30" WIDE ROCK LINED SWALE/ OVERFLOW CONVEYANCE F.L. 354.45' DETAIL SHEET 4 3.2' SCALE 1 " =10' =DOTING SET BELOW B01 OF BIORETENTION BASIN. SHEET 4. 4" PERFORATED PVC IE 352.20 SECTION B —B BIORETENTION SCALE 1 " =10' CHANGE NO. DESCRIPTION q - 6%)IL -1 (a - L6° V s i• u 14 -025 12 -11 -14 ism. APPROVED WALL 61N PVC ® 1 SDR 35 2.5% ;IPATOR PER DETAIL JO GRAVEL 4" PERFORATED PVC IE 352.20 -8-24' ENGINEERED S ❑IL *SEE NOTE BELOW -2 -3' OF 3/8' GRAVEL 2 -3' COVER OVER PIPE 3/4' CRUSHED ROCK TIE 4' PERFORATED PVC PIPE INTO RISER J J i Q 3 ZO 0 0 !W- z O M F- BFII F- w w of M O p O M m OH W N O no co LO O o w m U) m w OTI-J N 0 vi 15.6 M H7 M 2.57 — T 15.6 LL: ter.._ __ AIL FOR BMP SECTION It JOL.'LU SHEET 4. _ BOT 4" PERFORATED PVC IE 352.20 SECTION A —A BIORETENTION OVERFLOW TIC 354.95 6 MONOLI PCC CURB CONC. 30" WIDE ROCK LINED SWALE/ OVERFLOW CONVEYANCE F.L. 354.45' DETAIL SHEET 4 3.2' SCALE 1 " =10' =DOTING SET BELOW B01 OF BIORETENTION BASIN. SHEET 4. 4" PERFORATED PVC IE 352.20 SECTION B —B BIORETENTION SCALE 1 " =10' CHANGE NO. DESCRIPTION q - 6%)IL -1 (a - L6° V s i• u 14 -025 12 -11 -14 ism. APPROVED WALL 61N PVC ® 1 SDR 35 2.5% ;IPATOR PER DETAIL JO GRAVEL 4" PERFORATED PVC IE 352.20 -8-24' ENGINEERED S ❑IL *SEE NOTE BELOW -2 -3' OF 3/8' GRAVEL 2 -3' COVER OVER PIPE 3/4' CRUSHED ROCK TIE 4' PERFORATED PVC PIPE INTO RISER J J d. ? Q 3 ZO z O M bi LL O M O m p t-o�mo N W N Uj co LO `n LO co LO M M vi 15.6 �BO — T CUTOFF WALL DETAIL SCALE 1 " =10' REHABILITATION NOTE: REMOVE ROCK, CLEAN DEBRIS, & SEDIMENT, RESHAPE, AND REPLACE WITH LIKE MATERIAL TO A DEPTH OF 30" FOR APPROX. 65 LF OF SWALE. X. ROLLED CURB FL 5' REMOVE EXISTING MATERIAL REHABILITATE WITH NEW MATERIAL TO THE A.0 PAVEMENT SATISFACTION OF THE FIELD INSPECTOR. CUL DE SAC EXISTING STORMWATER BMP FACILITY REHABILITAE EXISTING SWALE SECTION C —C SCALE 1"=10' DATE BENCHMARK SCALE DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA 6+68.92 BELLA VISTA HORIZONTAL: 1"=10' RECORD FROM: C L MONUMENT ELEVATION: 348.60 VERTICAL: N.A. DATUM:NAVD88 ENC. CONTROL SURVEY % NOTE: SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIO RETENTION BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENCED CIVIL ENGINEER IS REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF THE BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BASIN EXCAVATION. 2. PLACEMENT OF PERFORATED PIPE, OUTLET PIPE, RISER PIPE, ETC. 3. PLACEMENT OF GRAVEL LAYER. 4. PLACEMENT OF ENGINEERED SOIL LAYER. 5. FINAL BASIN GRADING. 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED. POND/NG HEIGHT 11 NY, FLOW QF'Qry 314 " (20mm) \<- MIN. DRAIN ROCK 9 „ MAX. l 5' ( �\ S O2 ' RAGE 25mm HT. •. 8 200mm � 4" DIA COBLESTONE AR 12 " MIN. 3/4" GRAVEL I ` ' INSTALLATION WITHOUT TRENCHING 1" 29X2' COBBLE DISIPATOR NOT TO SCALE NTS SILT FENCE DETAIL BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. DETAIL — OUTLET TO EXISTING STORM R 5 — BUILT WATER TREATMENT FACILITY SCALE 1' = 4.0' q,t5 &.Iw�E9- ®r- w4>u -* 9R-ft SPECIAL DISTRICT APPROVAL DESIAGNED BY: DRAWAN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV S PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP DATE: 2 -05 -15 MASIH MAHER, C42519 GLENN PRUIM, C51274 R.C.E. NO.: C -60957 ENGINEERING / PUBLIC WORKS DIRECTOR GREGORY CAUDILL 12 -31 -15 1 / Ip/ 15 7i/ Y�jr EXP.: DATE DATE HALL BE PLANTED WITH GROUNDCOVER OR TURF, HAT ARE NOT PRONE TO HE DRAINAGE FLOW MAY ANTED ON SIDE SLOPES. 30" WIDE DEPTH ,3 FEET t amak 4 TURF REINFORCEMENT MAT \_6' MIN, ENGINEERED SOIL NESEE NOTE BELOW 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 6' DEEP 'SANDY LOAM' SOIL MIX WITH NO MORE THAN 57 CLAY CONTENT, THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -307 TOPS ❑IL, NOTE, VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES, NOTE, NO FILTER FABRIC IS TO BE USED IN THIS SECTION. SECTION D —D VEGETATED CONVEYANCE SWALE NTS IN. TO 3 IN. CE -fin# \. /TDF- SECTION Drain away LINING .,11-1ED NATURAL GRADE ROCK LINED CONVEYANCE SWALE Granule- eiipahsive ti......: Gorripaeted.: NTS Water profing " I..:.:. Filter Material. Crushed rock (rapped in Perforated drain pipe filter fabric such as Miradrain 6000) of w/ 0.5% min. slope Class 2 Permeable Material. (see specifications above.) Footing Competent approved soils or bedrock REf. WALL DRAINAGE DETAIL nts CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ETAILS FOR: 1442 BELLA AZUL COURT 12280 -G JOB NO. 14 -021 6 -15 -15 CASE NO. 14 -252 CDP I SHEET 4 OF 5 m o V N Z CUkk � LU M U� ZUm ay W xLq Z �m w° v> U Q 0 CORRUGATED STEEL PANELS /PLATES. EEOSION CONTROLCONCRETE WASHOUT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE Z 1 MADE OFF -SITE. I I °. NEW RESIDENCE ;..a:. BELLA AZUL COURT 1 e e F.F. 366.5 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. 1 I °tr PAD 365.8: SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION I BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION N ° d °' 1 CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED I ° a `a a T d 1 FIBER MATRIX. e e_;.�. S 89'27'26° E NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET 0 ° 'a ° ° ° .e d ° ° °a DIVERSION DIKES SHALL RE CONSTRUCTED TO CHANNEL RUNOFF AROUND �. iii a.4. THE CONSTRUCTION CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS e e ° AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL °. ° a° d° < . MEASURES. ` ` ° a REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. .° IARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID ° ° , . COVER. DO NOT t \ REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DEREASE EROSION. d d >„ CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL \ NOTE. / WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM STRAW BALES, SANDBAGS, SPILLWAY USE SANDBAGS, STRAW BALES INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. OR CONTINUOUS BERM OF OR OTHER APPROI/ED METHODS ECUIVELENT HEIGHT TO CHANNELIZE RUNOFF TO NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO BASIN AS REQUIRED. STORMWATER. BERMS'DIKES SHALL BE PLACED AROUND DUMPSTERS TO 1. FO r EXTRA STRENGTH F/L TER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST - FLLOOW-- �e 10' (3m) MAXIMUM SPACING WITH WIRE SUPPORT FENCE 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE Rock filter(use if flow is concentrated) DIVERT THE NATURAL STORM RUNALL. DUMPSTERS SHALL BE CHECKED SUPPLY WATER TO WASH FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT WHEELS IF NECESSARY ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHI s =' STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WHIT TARPS IN / <''•`;' >:' ORDER TO AVOID RAIN CONTACT WITH AND TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND wy VEGETATION CLEARED CAN BE RECYCLED. MUST BET KEN TO AN APPROPRIATE LANDFILL NON—RECYCLABLE ALS OR ISPOSED OF FLOW FLOW HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) oo. °� •vow�°° �°p°D"ffl�o.� °moo, ° O o0_$ a x r ------------------- � x 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS o� °o o °o�ogQ o °o o°���0o87JodntJ�o i i Edge of 04° o oa' o sediment trap CALL EDCO AT Qo r-- ------ -- - -- - -I P Q n.. P °> o -O I o °oo A I I I I Stabilize area and (760) 436- 4151. A A 2 -3' S0 -75mm Pv � I I COURSE AGGREGA E ° x Drain inlet grade uniformly Silt fence Per SC -01 Q oo° oo °oop 12' MIN. I I I x around perimeter POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH •o MIN 6" (150mm) THICK o I I A o° 0°2��a (3.6m) i I -� �I i x Geotextile CANS AND RECYCLING RECEPTICLES AROUND THE SITE. o�d °a,53o p o0 oo by pao D Sheet fly i i i i Blanket PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED °° o^ a °� ,o °o� D °°o0 °0 °8a �'�odO °do0 opa� °d °oo °�a �000 o;° , ice_ f_I x oC�o° p °O g �•�,,�o°�io° %P ° `O ° °d ` I I Geotextile FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY °�d o'�'080i%�� �o°� o o�°�.�5°g�. x i I i x Blanket 1:1 slope CONTAINMENT AND LCATE PORTABLE TOILETS AWAY FROM STORMDRAIN I Silt fence Per SC -01 INLETS ON PERVIOUS SURFACES. I I Drain inlet IL -------------- J I -- DIVERSION RIDGE I I Note: ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAYFORM THE STREET, o x L-------------- - - - --J x Remove sediment GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND �-x _x_ X x-I before reaching CLEAN UP MATERIAL THA \T MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 20' (15m) MIN. Plan s one -third full. 111, LO If- E °o m INSTALL SlL FENCE BARRIER ALONG OPENSPAC EASEMENT LINE. c LEGEND: BOUNDARY: — — EXISTING CONTOUR: 65 PROPOSED CONTOUR: n STORMDRAIN: 61N PVC 6£ INLET: ATRIUM GRATE BIO— RETENTION WATER QUALITY TREATMENT AREA: MASONRY SITE WALL: ENHANCED CONCRETE: COBBLESTONE DISIPATER PER PLAN: AREA OF PROPOSED GRASS CRETE BMP Cl) ° SILT FENCE SC -1 GRAVEL BAGS CD38 STABILIZED CONSTRUCTION ENTRANCE TC -1 INLET PROTECTION SC -10 0' 20' 40' 60' STRAW WATTLE SE -5 FR—FR- MATERIAL DELIVERY de STORAGE: wM -1 SCALE: 1" = 20' CONCRETE WASTE MANAGEMENT: WM -e SOLID WASTE MANAGEMENT: WM -5 SANITARY WASTE MANAGEMENT: 1_11-9 F!JWD I�bT�C4-&°MANAGEMENT: WM -6 VEGETATION STABILIZATION EXISTING STORMWATER FACILITY ,ppd S�A%FJRTIUR�R MATRIX(BFM) REHABILITATE EX. ROCK LINED WATER QUALITY SWAL. TO THE S47ISFACTION OF THE CITY ENGINEER. VEGETATION STABILIZATION PER SECTION B -B SHEET 4 AND STABILZED FIBER MATRIX(SFM) VELOCITY DISSAPATION DEVICE SS -10 STORM DRAIN INLET PROTECTION SC -10 EROSION CONTROL I 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL LANSFORD AT (817) 995 -4346 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL O TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS EXISTING DRAINAGE INLET SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE AND DRAINAGE STRUCTURE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. PER AS -BUILT PLAN 1469 -G 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. gN sA'�iP�FT4irkyc 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 9U��% o 14T0 O(/n� TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. V STORMWATER FACILITY ZAN lyt 9pe 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR Fiber roll UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 200 mm min Slope 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS vv —ems TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY K UNSAFE. s 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 19 mm x 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE 19mm OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. wood stakes max 12 m spacing 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH y WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY ;°+ PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ENTRENCHMENT DETAIL y N.T.S. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO Z y �,�,�,�,�,�,, Note, 1 8T 4 L 10 BT fO CY THE POSTS. y 1 ,�i'i'i'i'i'i Install fiber roll TRENCH U OPE FROM D , y ALONG THE LINE OF POSH along a level contour. 3 :M W - '�10'MAX —. 2'MIN y y y y %,�,�;,' III • �k " _V Fiber rolls CHANGE NO. DESCRIPTION tic- 14-025 12 -11 -14 RErfsas: APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA 6 +68.92 BELLA VISTA RECORD FROM: L MONUMENT ELEVATION: 348.60 DATUM:NAVD88 ENC. CONTROL SURVEY TT ♦ l ' SCALE HORIZONTAL: 1"=10' VERTICAL: N.A. 1' MIN -V _ x y I ✓.bid4�4 i,',' // /III y Vertical spacing measured along the 3 Min face of the slope varies between DI PROTECTION TYPE 2 S�Pf Section A —A NOT TO SCALE low DESIGNED BY: DRAWN BY: CHECKED BY: SPECIAL DISTRICT APPROVAL GAC I GAC I GA ENGINEERING DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP y Install a fiber roll near 2.4 m and 6,0 m I slope where It transitions 3. ATTACH THE FILTER FABRIC TO 4. &ICKFILL AND COMPACT THE THE MIRE FENCE AND EXTEND R EXCAVATED SOIL INTO THE TRENCH. Into a steeper slope III III II ittra FaplC�.1V,� TYPICAL FIBER ROLL INSTALLATION -' SILT FENCE N.T.S. LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: DATE: 2 -05 -15 �l/I il/L , � / /�-,. t) MASIH MAHER, 042519 GLENN PRUIUB IC WORKS BELLA AZUL COURT 12280 -G R.C.E. NO.: C -60957 ENGINEERIN /PUBLIC WORKS DIRECTOR GREGORY CAUDILL -7 1 1 0/ 1 5 743 /3 EXP.: 12 -31 -15 DATE DATE JOB NO. 14 -021 6 -15 -15 CASE NO. 14 -252 COP I SHEET 5 OF 5 rn �N Um LU U !` �wLL �LU00 • Q Lw a> AREA OF PROPOSED GRASS CRETE BMP Cl) ° SILT FENCE SC -1 GRAVEL BAGS CD38 STABILIZED CONSTRUCTION ENTRANCE TC -1 INLET PROTECTION SC -10 0' 20' 40' 60' STRAW WATTLE SE -5 FR—FR- MATERIAL DELIVERY de STORAGE: wM -1 SCALE: 1" = 20' CONCRETE WASTE MANAGEMENT: WM -e SOLID WASTE MANAGEMENT: WM -5 SANITARY WASTE MANAGEMENT: 1_11-9 F!JWD I�bT�C4-&°MANAGEMENT: WM -6 VEGETATION STABILIZATION EXISTING STORMWATER FACILITY ,ppd S�A%FJRTIUR�R MATRIX(BFM) REHABILITATE EX. ROCK LINED WATER QUALITY SWAL. TO THE S47ISFACTION OF THE CITY ENGINEER. VEGETATION STABILIZATION PER SECTION B -B SHEET 4 AND STABILZED FIBER MATRIX(SFM) VELOCITY DISSAPATION DEVICE SS -10 STORM DRAIN INLET PROTECTION SC -10 EROSION CONTROL I 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL LANSFORD AT (817) 995 -4346 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL O TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS EXISTING DRAINAGE INLET SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE AND DRAINAGE STRUCTURE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. PER AS -BUILT PLAN 1469 -G 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. gN sA'�iP�FT4irkyc 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 9U��% o 14T0 O(/n� TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. V STORMWATER FACILITY ZAN lyt 9pe 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR Fiber roll UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 200 mm min Slope 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS vv —ems TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY K UNSAFE. s 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 19 mm x 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE 19mm OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. wood stakes max 12 m spacing 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH y WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY ;°+ PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ENTRENCHMENT DETAIL y N.T.S. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO Z y �,�,�,�,�,�,, Note, 1 8T 4 L 10 BT fO CY THE POSTS. y 1 ,�i'i'i'i'i'i Install fiber roll TRENCH U OPE FROM D , y ALONG THE LINE OF POSH along a level contour. 3 :M W - '�10'MAX —. 2'MIN y y y y %,�,�;,' III • �k " _V Fiber rolls CHANGE NO. DESCRIPTION tic- 14-025 12 -11 -14 RErfsas: APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA 6 +68.92 BELLA VISTA RECORD FROM: L MONUMENT ELEVATION: 348.60 DATUM:NAVD88 ENC. CONTROL SURVEY TT ♦ l ' SCALE HORIZONTAL: 1"=10' VERTICAL: N.A. 1' MIN -V _ x y I ✓.bid4�4 i,',' // /III y Vertical spacing measured along the 3 Min face of the slope varies between DI PROTECTION TYPE 2 S�Pf Section A —A NOT TO SCALE low DESIGNED BY: DRAWN BY: CHECKED BY: SPECIAL DISTRICT APPROVAL GAC I GAC I GA ENGINEERING DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP y Install a fiber roll near 2.4 m and 6,0 m I slope where It transitions 3. ATTACH THE FILTER FABRIC TO 4. &ICKFILL AND COMPACT THE THE MIRE FENCE AND EXTEND R EXCAVATED SOIL INTO THE TRENCH. Into a steeper slope III III II ittra FaplC�.1V,� TYPICAL FIBER ROLL INSTALLATION -' SILT FENCE N.T.S. LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: DATE: 2 -05 -15 �l/I il/L , � / /�-,. t) MASIH MAHER, 042519 GLENN PRUIUB IC WORKS BELLA AZUL COURT 12280 -G R.C.E. NO.: C -60957 ENGINEERIN /PUBLIC WORKS DIRECTOR GREGORY CAUDILL -7 1 1 0/ 1 5 743 /3 EXP.: 12 -31 -15 DATE DATE JOB NO. 14 -021 6 -15 -15 CASE NO. 14 -252 COP I SHEET 5 OF 5 rn �N Um LU U !` �wLL �LU00 • Q Lw a> CHANGE NO. DESCRIPTION tic- 14-025 12 -11 -14 RErfsas: APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: STA 6 +68.92 BELLA VISTA RECORD FROM: L MONUMENT ELEVATION: 348.60 DATUM:NAVD88 ENC. CONTROL SURVEY TT ♦ l ' SCALE HORIZONTAL: 1"=10' VERTICAL: N.A. 1' MIN -V _ x y I ✓.bid4�4 i,',' // /III y Vertical spacing measured along the 3 Min face of the slope varies between DI PROTECTION TYPE 2 S�Pf Section A —A NOT TO SCALE low DESIGNED BY: DRAWN BY: CHECKED BY: SPECIAL DISTRICT APPROVAL GAC I GAC I GA ENGINEERING DEPARTMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP y Install a fiber roll near 2.4 m and 6,0 m I slope where It transitions 3. ATTACH THE FILTER FABRIC TO 4. &ICKFILL AND COMPACT THE THE MIRE FENCE AND EXTEND R EXCAVATED SOIL INTO THE TRENCH. Into a steeper slope III III II ittra FaplC�.1V,� TYPICAL FIBER ROLL INSTALLATION -' SILT FENCE N.T.S. LS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. EROSION CONTROL PLAN FOR: DATE: 2 -05 -15 �l/I il/L , � / /�-,. t) MASIH MAHER, 042519 GLENN PRUIUB IC WORKS BELLA AZUL COURT 12280 -G R.C.E. NO.: C -60957 ENGINEERIN /PUBLIC WORKS DIRECTOR GREGORY CAUDILL -7 1 1 0/ 1 5 743 /3 EXP.: 12 -31 -15 DATE DATE JOB NO. 14 -021 6 -15 -15 CASE NO. 14 -252 COP I SHEET 5 OF 5 rn �N Um LU U !` �wLL �LU00 • Q Lw a> rn �N Um LU U !` �wLL �LU00 • Q Lw a>