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2016-13132 G (Plans)R/GHTOFWAYNOTE ONWER IS TO OBTAIN A CONSTRUCTION PERMIT FROM 7HE ENGINEERING DEPARTMENT AT LEAST 46 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO MILL RESULT IN ISSUANCE OF A STOP MIRK NONCE AND DOUBLE PERMIT FEES lT IS THE RESPONSIBILITY OF IHE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS 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. UTILITYN07F ALL UTIUIES SERVING THIS .fTE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL RORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS THE STANDARD SPECFlCARONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF TIE 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 77M 'GEOTECHNICAL IN077GAPON PROPOSED GUEST HOUSE & DETACHED GARAGE 417 8RIDOON TERRACE ENCINITAS CALIFORNIA" PREPARED BY WME MIDDLETON ENGINEERING, INC. DATED NOVEMBER 7, 2016, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPECFlCA77ONS CONTAINED IN SAID REPORT J. SEPARATE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION WIHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION Wi7H IMPROVEMENT PLANS 4 WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OfFS11E GRADING 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTOIS REQUIRED TO PROTECT ADJACENT PROPERR€S DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDIION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABU%0 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 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCRIRE 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 CI Y RECOGVIAD HOLIDAYS 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD OVSITE NTH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED MM 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 DEVLLOPER SMALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. It 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' SMALL BE PROVIDED STATNG• "THE GRADING UNDER PERMIT N0. 13132 -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 90A711RE OF THE CIVIL ENGINEER WHO CERIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SMALL INSPECT AND TEST IRE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SMALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERNAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVADONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND XCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POGIIVf 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 RME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SMALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECROATION. ALL VEGETABLE MATTER AND OB,ECIOVABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR )ROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NA711RAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. iT WALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFCARONS 15. CUT AND FILL SLOPES SHALL BE CUT AND 7RIMMED TO FINISH GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION THE SLOPES OR XCAVADON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND IRIMMED AS DIRECiED BY IRE ENGNEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, R007S 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 OBECRONABLE MATERIAL SHALL BE COLLECIED, PILED OR OTHERWISE DISPOSED OF OF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS 7HAT HAVE BEEN GEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTY 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 NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM TREES LOCATED NIHIN CITY S7REfT RIGHT -OF -WAY, ON CITY PROPERTY, OR WTHIN CITY EASEMENTS ARE RETERITED TO AS CITY TREES AND SHALL BE PR07ECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED 01HERNSE.. NO GRADING, XCAVATION, OR DISTURBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR IITHIN 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). lF 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 7HE PLAN IS REW,ED TO ADDRESS IRE TREE REMOVAL. EXl57NG . RIP -RAP =I CHANGE NO. Cc P5 PROECT N8123'00E 416.24' I 7 e EXISTING ST -GWO OWR I T„ DRAIN PIPE EXISTNG -` a ( POOL I Bl0- lNf7L7RA)70N�}� LF N8123'00'E 38700' ' ' 'uO rM d D1A- MAIN KEY MAP 13.gb`N 31_ SIH6Et 4 EROSION CONTROL 1. IN CASE EMERGENCY MORK IS REQUIRED, CONTACT ASHLEY PARSONS AT (760) 945 -3700 , 24 HOURS A DAY. 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL RMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15,), ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 3. DEVICES SWORN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4 THE CONTRACTOR WALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATWACTIOI OF THE CITY ENGINEER AFTER EACH RUN -OF PRODUCING RAINFALL. 5. THE COl7RACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERRA77ON 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 P07ENNALLY UNSAFE: 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT TIE CONCLUSION OF EACH WORK DAY. 9. PRA B�TY FORECAST EXCCEEDS FORTYSPERCEN (40X). SILT AND OTHER DEBRIS EACH E REMOVED AFTER EACH RAINFALL. (5) DAY RAIN STORMWAIERPOLLU77ONCONTROL POSTCONSTRUC770NOMPIIMPNOTES L FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DESIGNAILD FOR STORM WATER POLLUTION COIiROL SHALL NOT BE MODIFIED WITHOUT A PERMIT fROM THE CITY. 3 ALL IMPERVIOUS AREAS WITHIN THE 311E SHALL DRAIN 70 APPROVED 94(P/IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS NT AMPQUATE AND /OR THE PRIOR TO DISCHARGE AREAS THE SNE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED 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 2X CROSS SLOPE TOWARD THE IMP AMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6 ALL STORMWAiER IMP/PUP FACURES SHOW HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT IRIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 6 ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE RT7FD TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE RE 7REMEN7S TIE TRASH ENCLOSURES SHALL HAVE AN IMPERWOU NON - COMBUSTIBLE ROOF THAT MILL NOT ALLOW RAIN WATER TO EN THE ENCLOSURE. iRE ENCLOSURE SHALL BE LOCKABLE AND OCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY U IDS THAT ESCAPE FROM THE DUMPS7ER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. iH BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSiER IN AND OUT THE OLIVENHA/NMUNICIPAL WATERDISTRICTNOTES.' 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIWNHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWNGS FOR THE CONS iRUCTION OF WATER MAINS AND FACIURES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SP£CIFCATONS ON THE JOB SITE AT ALL TUES. 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFCATONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING {WTH THE DISTRICTS INSPECTOR. 3. UNLESS OTHERWISE NOTED CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHOIDOWN. 4. CONTRACTOR SHALL COORDINA7E NTH DISTRICT ALL ARRANGEMENTS FOR HGH- LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS NO SIHUTDOW1WS MIL 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 WIRK MAY BEGIN OR PROCEED WTHOUT DIRECRON OF DISTRICTS 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 U77LIRES 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 EXISTNG FACIURES WHiCH MAY AFFECT PROECT CONSTRUCTION, IF., LINE CROSSINGS, LINE PARALLEUNG, OR PROPOSED CONNECTIONS SHALL BE FRELD VERIFIED BEFORE ANY CONSNUCRON BEGINS 9. THE CON7RACTOR SMALL FURNISH AND INSTALL PER THE STANDARD SPECIFiCA77ONS THE APPROPRIA7E BURIED URUTY WARNING ANU IDENTFICARON TAPE ABOVE ALL PUBLIC WAiER 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 CENiERUNE OF FINISH GRADE OF STREET. i1. ALL DEFLECRONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WiTH 4- MAXIMUM DEFLECRON PER COUPLING (2" PER JOINT) NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12 MANUAL AIR RELEASES SMALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS 07HER7NSE APPROED BY DISTRICTS REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCA7FD AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE 13. INSTALL A MINIMUM 1 -INCH WRIER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -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 WTHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR iRRIGARON, MULTPLE RESIDENRAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL RE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES 17 LINE VALVES, WHERE REQUIRED AT STREET 1WERSECRONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIA7E FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTA77W IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE 20. TIE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE NTH THE PROCEDURES IN THE OMWD STANDARD SPECIFCATO S. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNA7ED MORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CL05ED) AND APPURTENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE MYTH SECRON 15041 OF THE CURD STANDARD SPECIFICATIONS PRIOR TO 77E-IN OR CONNECTION TO EXISTNG SYSTEM FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATON. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND LLEVA77ON OF PIPES AND APPURTENANCES DESCRIPTION APPROVED DATE BENCHMARK KNE16 ADD SUET N - A CITY OF ENCINITAS SURVEY CONTROL NETWORK POINT CCU G 5 S "/,2 -/7 NUMBERED 1010 NTH STAION NAME CLSB -012 CONSLSING OF Al l S -/I -1 A 25' BRASS DiSK IN THE NORTHEAST CORNER OF VAULT IN THE SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH RD. IN SAN MARCOS. DAiUM•NAW986 ELEVATON.• 203.16' 23 CONTRACTOR SHALL GUARANIES 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 MORK, TOGETHER NTH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHN THE ONE -YEAR PERIOD FROM THE DA 7E OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGAION METERS SHALL BE SERVED NTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN ARISNG BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECi ICARONS STORMWATERPOLLUTIONCONiROL SKID NOTES RELA77VE7000NSTRUC7 7ONACTM77ES CONCRETEWASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUA71LY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SIZE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONST RUCT1ONSUFACC €SS 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 DESIONAIED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUEUNG AND ROURNE 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 PR07ECIED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO XCAVARON AND GRADING ACIVIIES ARE ALLOWED DURING NET 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 WfGTIHOl ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE )SEES 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 GROfNNG ANNUAL AND PERENNIAL GRASSES TO WIELD AND BIND IRE SOIL PLANT PERMANENT VCETARON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACIWRES ARE COMPLETE WA 711? USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITECONSTRUC770NMATERI4L 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 -WALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SHE ELIMINATE OR REDUCE POLLUTION OF STORMWA7FR FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWALER STORMWAiER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WiTH SOIL STABILIZATION MEASURES AND PROVIDED {NTH A IEMPORARY SEDIMENT BARRIER AROUND 7HE PERIMETER AT ALL RMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR {NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BOP N07ES SHALL BE AVAILABLE 10 EVERYONE WAKING ON SHE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAYR REOUIREMENTS AND THOR OWN RESPONSIBIURES WASTEMANAGEMENT CONiRACTOR .MALL 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 SIRICTY PROHIBITED. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMW47ER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPS7ERS TO DIVERT 7HE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPS' R LIDS SHALL REMAIN CLOSED AT ALL RMES DUMPSTTE RS Wi7HOUT LIDS SHALL BE PLACED WITHIN S7RUCTURES WTH IMPERVIOUS RD NG OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS INCLUDING SOL VENTS 0A7ER -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 ME HAZARDOUS WAS7E HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTFRS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SHE PORTABLE 701LE7S MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCA7E PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM 771E STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROURNELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAWlED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STOWWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGNEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 1. THE EXISiENCE AND LOCATION OF UNDERGROUND UTUTY PIPES AND STRUC7URES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTNG UILIIES EXCEPT AS SIHOMN ON THESE PLANS HOWEWR.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES 70 PROTECT ANY EXISTING UTIUTES OR STRUCTURES LOCA7ED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UILIIES OR STRUCTURES PRIOR TO ANY XCAVATON, FOR VERIFICATION AND LOCA77ON OF UILIIES AND NOTf7CAT0N OF COMMENCEMENT OF MORK.- A. SEWERS - CSD - (760) 633 -2770 B GAS & ELECTRIC - 5DGE - (760) 438 -6200 C. WATER - 0MND -(760) - 753 -6466 D. TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICA PONS - (760) 806 -9809 X2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY RORK ON THIS PROJECT. PHONE. (760) 633 -2770. J. THE CONTRACTOR SHALL GVf 24 HOURS NONCE ON CALLS FOR INSPECTION. PHONE- (760) 633 -2770 ALL MORK PERFORMED WITHOUT BENEFIT OF INSPEC77ON RILL BE SURECT TO RE,ECION AND REMOVAL. XPERVIOUSAREA SUMMARY IMPERVIOUS AREA PRIOR TO CONSTRUCTION.• 71 SF IMPERVIOUS AREA AF7ER C011157RUC710k 3463 SF INCREASE IMPERVIOUS AREA 3392 SF OWNER ASHLEY PARSONS 417 BRIDOON TERRACE, ENCINITAS CA. 92024 PHONE (760) 945 -3700 SITEADDRESS 417 BRIDOON TERRACE, ENCINITAS CA. 92024 ASSESSOR'SPARCEL N0. 264 - 391 -21 DATEOFSURVEY AUGUST iS 2016 LEGAL DESCRIPTION LOT 33 OF CITY OF ENCINITAS TRACT 4400, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, ACCORDING TO MAP THEREOF N0. 12780, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, FEBRUARY 20, 1991. OWNERS CER77FIICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACIWTY AND ADVISE ON THE COMPACION AND STABILITY OF THE SITE. I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFICERS, OFOALS, EMPLOYEES AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL UABIUTES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT O; OR IN ANY MANNER CONNECTED DIRECT Y OR INDRECT. Y WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS EMPLOYEES CONTRACTORS, SUBCONTRACTORS, OTICIALS OFICERS OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECiLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS _ SIGNATURE. DATE.• i I A.WAEY PARSONS iv VICINITY MAP N75 1, RALPH M. VINE STEVEN J. MELZER A REGS7ERED GECIECHNICAL 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 SfIF WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 7 2016. ONE COMPLE7F 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 CERTFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA BEEN INCORPORATED IN THE GRADING PLAN,S,W SPECFICATONS a ,J, SIGNED.- AL H VVNI GE ffl6JI1 I h No 3., � s I ^frp.12 -3i -77 )4' SIGNED: STEVEN J. MELIUtEG 12362 JOB NO.: 116 -222 -P * CEe%:1RED � ENGINEERING '!F GEOLOGIST VINE & MODLETON ENGINEERING, INC. 2450 AUTO PARK WAY ESCONDIDO, CALIFORNIA 92029 �OFCAv'- (760) 743 -1214 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGNEER'S TRADE OR PROFESSION THE ENGNEER FURTHER AGREES THAT 7HE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NIH TIE 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 I7S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEiERMINATON 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 HOD 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 O' PiE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING WITHIN 7HE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNA7URE. V . j-, DATE.• V7-3 tl 7 VINCENT L. SAMPO COMPANY SAMPO ENGINEERING, INC. ADDRESS. 171 SAXONY ROAD, STS. 213 ENCINITAS CA. 92024 PHONE NUMBER. • (760) 436 -0660 RCE EXPIRES 6130117 EARTHWORKDATA SIEEPEST EXISTING NA711RAL SLOPE ON -SIZE = 2.5.•1 MAXIMUM VERTICAL DEPTH OF CUT = 30 FEET MAXIMUM VERTICAL DEPTH OF FILL = 4.0 FEET CUT =277 CY FILL =392 CY IMPORT= 115 CY REMEDIAL =328 CY (5' OUTSIDE OF BUILDING AREAS, 3' OUTSIDE SPORT COURT PERIMETER PER SOIL REPORT) BMP PROJECTS TATUS I STANDARD FIELD OPERATIONS I PLANN /NGANDBU /LD /NG I PARKSANDRECREAT /ON I OL IVENHA/NMUN /CIPAL WATER DISTRICT I ENC /NITASF /REDEPARTMENT SCALE AS-BUILT uEa AD' °` MA AO mv °`' A PLANS PREPARED UNDER SUPERWSION OF L 5/ol /A N/A VIN T L SAMPO A� y 1- ynaY VINCENTL SAMPO RFWFWFR I INSPECTOR I C-r2r ENGINEER ENGINEER OF RORK 2.z3.11 tzII:t- DATE SIGIV DA 1E SIGN CHECKED BY ENG /NEERINGD/V /S /ONAPPROVALS VLS RECOMMENDED: c 9-4 APPRO D: 223/7 ° xa� DATE : ED ARD W. DEANE DEAN If R.CE. NO.: 44173 3/3/17 ,3'Q •17 EXp, 6 30/17 DA 1E DAIE 211 -11,7 2.?1.1� DA 1E Sl r V DATE CITY O F EN C /NI TA S- PUBLIC W 0 R KS DEPARTMENT IN FOR 417BRIDOON TERRACE PARSONS RESIDENCE APN,'164.39111 a L7 cN ATE a IV �rN DRAW/NGNO. 13132 -G SHEET 4 k EASEMENTS NOTES' I A PRELIMINARY 717LE REPORT PREPARED BY RRST AMERICAN BTLE COMPANY DATED 11 a CIF FENCIC ' JANUARY 25, 2012 AS ORDER NO. DIV J951530 WAS REWE99 FOR EXISBNG ON -SITE - NB173WT 41624` _ - - - - - fASEMENTS SAID EASEMENTS HAVE BEEN PLOTTED HEREON SEE KEY MAP Of SHEET fl AN EASEMENT FOR PUBLIC RECREA176WAL TRAIL AND INCIDENTAL PURPOSES AS O DELINEATED AND DESIGNATED ON MAP N0. 12780, SlUB,BCT TO ANY 7ERMS AND ~ ` _ _ -- - - - - - J 'y rS C ",t f / "014 bf err a 'lrL COND17700 CONTAINED THEREIN, AND ACCEPTED BY DOCUMENT RECORDED T 15 SYSB 9 SEPTEMBER 10 1999 AS INSTRUMENT N0. 99- 6219090E O.R. - 1EF ® AN EASEMENT FOR ERECT, CONSTRUCT, CHANGE THE SIZE OF IMPROVE A yz RECONSTRUCT, RELOCA7F REPAIR, MAINTAIN AND USE FAC(UBES CON9SBNG 0 OF UNDERGROUND FACIUBES AND APPURTENANCES FOR THE 1RANSMlSS70N AND DISIRIBUROW OF LILCIR/CYTY, PIPELINES AND APPURTENANCES FOR ANY AND ALL PURPOSES COMMUNICABON FACIUBES AND APPURTENANCES ALSO r ' ` - - 0 THE RIGHT OF INGRESS AND EGR 10 FROM AND ALONG THIS EASEMENT - _ n Xh`1_1 u� ~ iT d 11 r 4.,,r- AND INCIDENTAL PURPOSES IN THE DOCUMENT RECGRDfO VIINE 1z 1997 AS o bl x E ' : -..r - 1 INSTRUMENT N0. 97 -27565 OF O.R. < 7. 0 <t>AN EASEMENT FOR UNDERGROUND COMMUNICA71ON FACYU7/ES TOGETHER NTH - -- - 6 THE RIGHT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES IN THE V °� ti NOTE ACTOR TO OBTAIN TR - 7 1S DOCUMENT RECORDED JULY $ 1998 AS INSTRUMENT N0. 98- 420906 O OR.r 1 • _ SEPARATE PLUMBING PERMIT �r T3 T' A FROM BUKDING DEPARIMENT T . ��� I$ 7 1', QD AN EASEMENT FOR ACCESS, USE, ENJOYMENT, REPAIR$ UBLIIY SERVICE AND 4 � 5 t x _ 1 INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED DECEMBER 16, 1999 AS 1 ', Z r � x5454 INSTRUMENT N0. 99- 816927. ° F -q. - 0 g CB 5435 fi C, Q VIT r r z ti n C> X5499 �? �' GARAGE T "`c N 3 0� , , ° �1 _ PAD 546.6 11 /_Rt£�UY��- n�`?�;, - � � 2 TG 54210 - P � � 3 `a �1• � 1% T I 4 � � Q .•. � T SO 13 T ti l o ss� 7 �,,, ' �T• 1lx . - ` f z OS 4 5 J 547.0 E �J7 6 C lr s X546 \ yo x 3 e c- s�Y Also = 3 7F _ CO l � � L,q�� --rr - jam•. f �k �, 1`� FS_5; ��ti _ y�• k 5 � 5�� ll C \ br?,'704' x z4d --- •.,..� �• z 2 � i � 4 I ;; Vii` 1 ' •T 1 acsT NGY/Sf + A' 3 9 i /F 4 1 1 FF 535 5425 11 18 PAD 5428 v D 'A TW 542.5 -1c t 4 I W . -.lF . 1. AAblt►t I F5 542.25 t 5 V I 1 ► S � I � 9 m a p. I � s 44 1 i� 5 5 DAKIGIIT U l4h 7 T I _- PAD 541.6 s _ e•0• '.3 t / � � v ` - A 1 � 1.93 0; •- s�1bR! �� c / i 1 ��� a x` 9. 1 _ STW 54 .5� •� _ r `� �, Vn \ I - S 90 zwo I 3 �` Z G\ �� 0 1 T 5r 9 r at TREE SO\ 3 /i 8 -- m •' /` E�- / ' 5 / F 541.8 HP -� %F \ J. it �� Co \fig / P T - - \ i ✓ __ �,, t x542; , /�p� � , � p<,q, `' '� i%� 1 X \ f i 4 E yg r �l CO x V/ 957 JF§ iaQjlK�j I' E a "pr;, I 1 S4 DAYLIGHT LINE, 25 4 % r Q 1. .00' CO � ,, _ � �: � � 9 ; � `�, ,:ter,, % , �� � / -� < G1RA•s� _ ?., --- I 5� _ f � 3 � b 21 SID e.� ° „n rr cr a ORAO PRE— v ` j - V - `'-SDI �o•Nnn"O RIP n Alfr n,r "'��a _ ti = U irEE- f ` / l tOM rro,n,"rrr nnn1,ln nC l3/C OD/IOCDTY 1 - _ - -- _- - / / _ 2.•1 �--' it 1 i ;._` D SUB O - / 6Do• rm ry , „o cuccr �,n t - - - - ` \ r _ i f , � �1 1 7 B1M 0 � X334 a � T r r _ � r CONSTRUCTION NOTES LEGEAO SAM 1. EXISBNG TOPOGRAPHY PERFORMED BY SAMPO ENGINEERING ON AUGUST 15, 2016 BEARINGS AND DISTANCES SHOWN HEREON ARE CALCULATED PER MAP 14403 PROPERTY BOUNDARY 2 ALL ON -SIZE STORM DRAIN, DRAINAGE SWALES, AND SUP AREAS ARE PRIVATE AND SHALL BE EXISBNG CONTOUR MAINTAINED BY THE PROPERTY OWNER J. WALL €L €VABONS SHOWN HEREON MAY VARY DURING CON57RUCTTON DUE TO €XIS77NC GRADES EXISTING ELfVABON AND SOIL ENGINEER RECOMMENDA77ONS SOIL ENGINEER SHALL DETERMINE RNAL WALL FOORNG NEW CONTOUR DEPTHS 543.00 4. ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER , LANDSCAPE AND BIOR€TENBON NEW EZfVA BON AREAS PRIOR TO DISCHARGE TO THE SABSFACBON OF THE CITY ENGINEER WATER SHALL NOT DAYLIGHT LINE BE ALLOWED TO POND ON SIIE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDABONS. DRAINAGE SWALE 5 CON7RACTOR TO LOCATE AND PR07ECT IN -PLACE EXISTING WATER SERVICE AND WATER METER DIRECBON OF FLOW 6. CONTRACTOR TO LOCATE AND PROIECTIN -PLACE EXISBNG SEWER LATERAL AND CLEANOUT CONCRETE PAVEMENT IN- PLACE. 7 EXISBNG SURVEY MONUMENTS SHALL BE PR07ECTLD IN- PLACE. IF ANY MONUMENT IS SUP 7R£A7MENT AREA ' DISTURBED OR D€SIROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURETY SHALL BE FLED WTH THE COUNTY PRIOR TO RELEASE OF SECURIBES 3/4" GRAVEL NOT BE MODIFED WWIITHOUT CITY PERMISSION 8. ALL EXTERIOR SLABS (WALKWAYS, PABOS) SUPPORTED DN EXPANSIVE SUBGRADE SOILS CONCRETE MASONRY RETAINING WALL SHOULD BE MINIMUM OF 4" IN THICKNESS, REINFORCED W TH j3 BARS AT 16 INCHES ON CENTER IN BOTH DIRECBONS PLACED 1 112" BLOW THE TOP OF SLAB. THE SUBGRADE SOILS SHOULD CAS SERVICE -G- B£ COMPACTED TO MINIMUM 90% COMPACBON LEVELS AF THE BME OF FINE GRADING AND BEFORE PLACING THE SLAB REINFORCEMENT SE£ SOIL REPORT FOR ADDIBONAL WA7ER SERVICE - W RECOMMENDABONS SEWER LATERAL -S- - S - 9. ALL GRADING, WALLS, U77LITY AND STORM DRAIN TRENCHING SHALL BE INSPECTED AND ELECTRICAL LINE -E E - APPROVED BY THE PROJECT GE07ECHNICAL ENGINEERING OR HIS DESIGNATED REPRESENTAIM.. PRIVATE GRAl4TY STORM DRAIN PIPE -SD- 10. R£SIDENBAL PCC DRIVEWAY AND RV PARKING SUPPORTED ON HIGH EXPANSIVE SUBGRADE SOILS SHOULD BE A MINIMUM OF 5 112 INCHES IN THICKNESS, REINFORCED WITH l3 REINFORCING PRIVATE CATCH BASIN - SD---M1[--SO- BARS AT 16 INCHES ON C €WER EACH WAY, PLACED 2 INCHES BELOW THE TOP OF SLAB. SEE DOWNSPOUT SOIL ENGINEER FOR BASE COURSE AND ADDiBONAL RECOMMENDABONS GRAVEL BAGS CASOA SE -4, 8, 10 & 11. ALL INTERIOR RES7DENBAL SLABS SHOULD BE A MMMMUM OF 4" IN THICKNESS REINFORCED DETAILS F & G WITH j3 REINFORCING BARS SPACED 18 ON CENTER EACH WAY PLACED MID- HEIGHT IN THE SILT FENCE CASQA SE -1 & DETAIL H SLAB. GARAGE SLABS SHOULD BE MINIMUM OF 5" ]HICK REINFORCED NTH 14 BARS AT 18'ON CEN7ER BOTH WAYS SEE SOL REPORT FOR ADDIBONAL RECOMMENDATONS STABILIZED CONS7RUC7IO ENTRANCE CASOA STANDARD TC -1 & DETAIL E KEY NOTES' DElIOYIBAN•/PROIECT /N- -PLACE O NEW IMP] OGIENls 57MM DRA1N/WATER avAUTr Q 1T, DEMOLISH FENCE /GATE 1 GUEST HOUSE PER ARCITTECTS PLAN 1. 12712" PRIVATE CATCH BASIN BY NDS' OR APPROVED EQU41 2 DEMOUSH PLANTER 2 GARAGE PER ARCHITECTS PLAN 2 6° WIDE ) RANCH ORAIN BY itM7S' NT f STEEL TRAF7C GITATE 3. 96WOISH AREA DRAM! CAP PIPE 3 24 THICK 314' GRAVEL DRIVEWAY OVER 6" 3. 6" STORM DRAIN a[ANOUT PER SDRSD SC -01 4. NOT USED CLASS lI PERMEABLE BASE OVER COMPACTED SUBGRADE U.N.O. BY SOL ENGINEER 4• PRIVATE 6" OA STORM GRAIN GRAVITY PIPE (STIR -35} 5. DEMOLISH TREE AT 1Z Q()PE 6. PROTECT SEWER LATERAL IN -PLACE 4 SYN71fEBC GOLF F4/iBNC GnEEN 7. REMOVE POR77ON OF ROCK PILE IN DEVELOPED AREA 5. 36' WIDE X T CURT OVER CONCRETE PERMEABLE MULB SPORT COURT OVER 11 CLASS ll PERMEABLE 6. 8' DlA ABS OVfRFO TAND 1H GIRAIE BY NDS OR 8 PROTECT WATER FOUNTAIN BASE OIER COMPACTED SUBGRADE AS APPROVED BY APPROVED EQUAL 9 PROTECT RESIDENCE IN -PLACE SOIL ENGINEER SEE DETAIL 'N" SHEET 3 AND 7 4" OW PERFORAASO PVC SUF -DRAIN PIPE AT 1Z MIN. SLOPE f0. PROTECT WALL IN PLACE ARCHITEC75 PLAN FOR PERMEABLE SPORT SURFACE AND PER SOIL RECOMMENDABOV KNISH BY POWER GAME .,n pr °, ,,,�, ,, 11 PROTECT FENCE IN PLACE �- ''r'- ""•'""�""""'r ��+ 6. PILASTER PER AROY17ECTS PLAN 9. 6 W1D£ X 24" DEEP PCC HEADI 12. PROTECT PLAY GROUND AREA IN -PLACE 7 06 RE7E SURFACE. SEE MTRUC77ON NOTE 8 10. 3'X3' COBBLE/ROCK DISSIPATER Q� lsSe 13. PROTECT CONCRETE WALKWAY/PABO IN -PLACE 8 CONCRETE STAIRS PLR ORSD M -26 U S O SSE SiIE 14. PROTECT GAS METER IN -PLACE 9. ONCE AND 6A 7F NTH ACCESS TO THE NEW GUEST 1 4" SfWfR LATERAL PER 5DRSD SS -01 AT 1Z MIN. SLOPE. 15. PROTECT WATER SERWCf (N -PLACE HO/SE/DRIWWAY PER ARCHI7ECTS PLAN TO BE FEW VfRIFED 16 PROTECT FRE SLRRCF IN -PLACE 10. NEW TREE PLAN77NG PER LANDSCAPE ARCHITECT 4" / QrjfD CLEANOUT Dr RSYI SC -Ol 17 PROTECT SEWER CLEANOUT (N- PLACE. CONSTRUCT 11. 6MY RETAINING WALL PER SDRSV C -6 BACKWATER VALVE BETWEEN SEN£R CLEANEIUT AND 12 CONDENSER UNIT. RIFER 70 MECHANICALIALIMBING MAIN RESIDENCE IN ACCORDANCE WITH THE P N A FORMAII 4 1 COPPER (TYPE K) R CALIFORNIA PLUMBING CODE ^ 5 ELECTRICAL SERVICE (BY OTHERS) 18. PROTECT MONUMENT IN -PLACE 6. GAS SERRVCF (BY OTHERS) 19. PROTECT 7REE !N- PLACE 14 WA7ER HEATER. REFER TO MECHANICAL/PU MBING 7 SEWER LATERAL UNDER DRIVEWAY SHALL BE 4" DOA. SCH. 40 20. PROTECT PALER DRIW£WAY 1N -PLACE PLAN FOR ADD(BOVAL INFORMABON Ply' OR C900 PVC PIPE 11. PROTECT IRRIGA71ON CONTROL VALVE IN -PLACE AELECN1C4.L PANLZ 0 22. PROTECT AREA DRAIN (N -PLACE P3 ftff 13. PROTECT SIPS IN -PLACE 17. CON PARKI FOR RV SEE 0007RUC770N NOTE 10 18 CMU RETAINING WALL PER SORSD C -5 19. CC 6" P SORSO G -2 TYPE G -!Fr- IM1�WEiERAR6YNcomn�,z�,:- 24° TIN GRASS OR 7URF LINED OP17Of OVER LANDLOK ANCHORS (TfP.) 7URF RENFORCEMENT i WHERE SLOPE EXCEEDS 5Z Q 11 11 REVISED 11 SEA 541EEi t't � JI 10 5 0 10 20 ' SCALE: 1" = 10' CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DRAW BY LD BY ENGINEERING DMSIONAPPRO VALS All V25 "4 d7 A CITY OF ENCINITAS SURVEY CONTROL NET&VK POINT NUMBERED 1010 WITH STABON NAME CLSB -012 COwSBNG OF 5-11 -1 gr A 25' BRASS DISK IN THE NORTHEAST CORNER OF VAULT IN N/A THE SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH RD. IN SAN MARCOS DABUM.•NAW88 ELEVABON' 203.16' PLANS PREPARED UNDER SUPERVISION OF WNCENT L. SAMPO DA IE L.j S °' TB• 5'Ll' 18 VINCENT L. SAMPO RFwFWFa I INSPFrmp I CVr1/ FN6INFFR ENGINEER OF KTK RECOMMENDED: APP GRADING F g�� 7 DATE : 23 I M� • VLANLIII WHAW R.C.E. N0:: 44173 DAT3E l3 / 17 DAZE 8 8 17 EXP. 6130117 16-3 NOTES. L PLACE 3 ANCHORS PER SQUAR ARO OF MATERIAL. 2 FOR GRASS OR 7URF OP B INSTALL LANDLOK TRM 450 TURF REINFOR T MAT �Ir VEGET ED DRAINAGE SWALE I of •810- REIEN71ON "ENGINEERED SOIL LAYER SHALL BE MINIMUM 18 -INCH DEEP'SANDY LOAM SOIL MIX NTH NO MORE THAN 5% CLAY CONTENT IHE MIX SHALL CONTAIN 50 -60% SAND 20 -JOZ COMPOST OR HARD0000 MULCH, AND 20 -30% TOPSOIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. K /\.- - C 1 T Y O F EN C I NI TA S-PUBLIC WORKS DEPARTMENT 4N FOR. • 417BRIDOON TERRACE PARSONS RESIDENCE APN.•264 -39121 5EFE �HrreT u 6 IL x z W DRAWING NO. z z 13132 -G m W F SHEET2 4 f NB17.34WIF 41674' _ - 4 —_ — I r 2d„ fly i} ! w� (� 19 1 i l lT. 5 v�l# t y A. ?4 X t G i \ / ,55,) f - - r - i f << ��3.T � � _ � = --wit. \� \_.- U^-- -' "-- `"-�'� �- � � � � 25 h?v� � I f -(5,50)- r � t i!f 1 - -- - - - - -- 9 ;.- IE"ARY,%TFENCE x a yx +i 7 CIF ' �1� DA - v n /'�� PER DETAIL ! CASQA DETAL K5 1 i (549f7 _ . ,.. — ;;; }�V P',Aj. i � if.4L cj-111,_ SG_1 \ \ r. / S r`nnr a ��f y vv v 479 s / OAYJ T tiNt t 11 \V v 't-\/ �� �" / ti ¢3U L , IEIIPDRARY GRAIEBAG MET i (547)- .. 3 3/1 % PROTECTION PER DETAIL r d 7 r T CASQA PETAL SE_ 10 � @1. > � � ° � # �� t fin, L " \..._ P l� °i i % 1' n �i \S4Tr y� \A J t i }y, %$ t \ - ` /f TEMPO4ARY VEIOOIY 0 IW 150.5 I \ $S12 19 CK DAM PER DETAIL / - = FS . 47 \ ' t 10, t h`r; h CASQA DETAIL SE^4 f x5494 3 ��,/rl t1 ' � 1E�A4AR1 (XtaVIIBAG pVLET ti , . ✓f � f ��1� s� �; �liE � f /� � h PROTECTION PER DETAIL r & I ' CASQA DETAIL SE 10 ° '' ✓ ` { l \ rAk4 ,E 4 _ t�1% ➢"f 5465 t.1 n ff �� '^{E`. ���.t _, +t•- - 7-.... � _-- -� _ �� t� ��L %`� 3 `� /1��; ���j�� �5�fi�' 4dD .� � , 54210 r { 1 IE" W ARY 69ABAG KET 35 , if l \ y PROTECTION PER DETAIL r& CASQA PETAL Sf-10 _ CPNSIRUEAIN LNG — PER DETAIL X1 CASQA �%;� �o t �y v ���r DAM PEA DETAIL Y& CASQA' v t '•+ v v ``'./> 47 /� \� I Q -,c f ^\, f ten` �` .<', • 1/�- -i \ i _ \ r '.�f - UPAORARY CRAW BAC INLET ? � ' Q PR07EC71ON PER DETAIL r k �6 - CASQA DETAIL SE-10 8 Ail 47 2 BRASS J"•� ,.- .1 n �.✓'" ". �!�•�..,�„ r'Y ` :�4c�.. _ - : �,.� �1t � � f Q i' 4`� of SI S 1 TEMPORARY 60A 4G ALET `�'� � COO t10� . / T1 582 — F TEMPA4ARY VIIOIITYA'TEUk4 DETAIL T' }1 x - y 0.^v ItAIPgPARYSLTfDVGE� �. 1 DAM PER DETAILb'dCASQ 10 fF5 Ili r PER PETAL T' CASQA DETAIL DETAIL SF-4 1EMPA4ARY Q7AVELBAG INLET j SC-1 ?; PROJECTION PER DETAIL E' h r. i ` i CASQA DETAIL SE-10 ; f C YI Gl _ Z2� C•tdEST HfXISE �•-. " � i - \ \, °1 q� tF 54%5 t 542.5 �,,, t , Y Q7AIfLBi1G mu � � � Pof 542.5- F 3 r� r f Os PRO>FC1ILN PER DETAIL r& l i 1 L'• ✓ jJ)� � `r > •� f t - at e �\�- J � I i r/ � A f .y - CifEQYY a&K + ` 1 =i x " DAM PER DETAIL Y& CAso ,.D`- T ` SE:-4 , " I ' I y r T t lw- 9AWL7 t i i IN PAO 544 5 r 4 42 * �. TW 54 -25t '2 v J c y by - I r, i A4PORARY GRAW9-BAG INLET c' e IE Y N0 3 c i <, 1 PR01FC71ON PER PETAL r& �t '�� 5 n 4 r I �,, i 0� n� 15 r �i' _ CASQA DETAIL SE-10 54f B _ CASQA DETAIL SE 10 t-2-4 C8 5411 I l4ARYSLTfF /� ' E \ / f { diA t7rT /�1 i _ HP tI `i ', x PER PETAL T' CASQA PETAL S42u"3 C01� qb6 ri 4; i' , / t , ,, Il If rc,� �� l¢1rc tf Gi2Gif t. I X ' LUNG BASIN NOTE ! i f i Y VflOp NO?ETENRON BASINS SHALL BE EXCAVAIED AND USED �; ; a >, AS DESL TING BASINS DURING CONSI)TIUCTI(M! THE SILT DAM PER PETAL b & CASQA g - / 5 r ', f SHALL BE COAIPLElELY REMOVED AND THE \� �j t DETAL SE-4 ; ' Y VDBAG IAKET r, _ l IECAON PER PETAL T BID RETENTION BASINS SHALL BE COMPLETED ONCE �,91 { � r• _ 4CFNAL 571E STABILIZA77O IS ACHIEED, PRIOR TO k 5t2 � -SQA PETAL 5E-10 OCCUPANCY AND FINAL ti. Q r IiRek RCVt5C- 7 `r� C S CL'T Q ?° 'At t, -FF �� i l S�' rF_ t \` 3 Ufa a / J % !° "` r- ,54225 i / 3 71 yA' DAYLIGHT LINExr y ✓/ / T o t I 3 t9 /A AD �\ a tt� - l i � ,� T �-� f / t� / � VfLBAG �'• R✓J1� _ / IEMPOIARY 6WA 9YLE7 =ld °fJ1A <� ` \ � � ` ;T� J i / N1172' PROJECTION PER PETAL E' k CASQA DETAX ,SF 10 01P"Y SYT FENCE PER PETAL `F CASQA DETAIL 4 T - "TES' WY GRAW BAG /AKET ti` J PROTECTION PER DETAIL do CASQA DETAIL SE-10. If i s , co" 9 t i d y. 7i 1 .ry �A � o z No. 44173 06 -30 -17 Ac iTq� CIVI FOFF C&X 10 5 0 10 20 SCALE: 1" = 10' 6" MIN. PFRODDS 4" PERFORATED SUBDRAIN PIPE off MINIMUM SLOPE NOTES• L A NATIONAL READY MIX CONCRETE AS50CLA77ON (NRMCA) PERWOIUS CONCRETE CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE CONTRACTOR IS TO PROVIDE PROOF OF CERTIFICATION TO THE ENGINEERING RELD INSPECTOR PRIOR TO START OF WORK. 2 THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVOUS CONCRETE TO ENSURE THAT THERE IS A MINIMUM VOID CONTENT OF 20% IF A MINIMUM VOID CONTENT OF 2O' IS NOT SA 715%0, THE REMOVAL AND REPLACEMENT OF THE PERVIOUS CONCRETE WILL BE REQURED TO THE SARSFACTIOV OF THE CITY ENGINEER. PERVIOUS CONCRETE NTS 4" PERFORATED SUBDRAIN ® 1X MIN. S'LO'E 6" SOLD WALL PRIVATE STORM DRAIN PIPE SEE CALIFORNIA STORMWAIER QUALITY ASSOCIABON (CASQA) STANDARD DWG N0. TC -1 FOR ADDITIONAL INFORMATION CRUSHED AGGREGATE GREATER THAN J"0 BUT SMALLER THAN 6 0 MIN RLTER FABRIC EXISRNG GRADE SECTION A -A e" NOTE: CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE -M �A CORRUGATED LA STEEL PANELS ' MINA MATCH EXISRNG GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE 2 BAGS HIGH (TYP.) NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 24° WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERFLOW WHERE NECESSARY SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO. SE -4 FOR ADDITIONAL INFORMATION ¶ON �W0VEN FABRIC GRAVEL BAGS OF DREG STAGGERED (TYP.) TYPICAL VELOCITY CHECK DAM NO SCALE 4" PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDITIONS (- TYPICAL INLET PROTECTION NO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. III II � i llj NOIE.- ALTERNARVE SILT FENCE CONSTRUCRON MAY BE USED IF FIRST APPROWD BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE NO SCALE WIDTH AS REQUIRED TO ACCOMODAIF ANTICIPATED SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG N0. SE -10 FOR ADDITIONAL INFORMATION WOVEN FABRIC GRAVELBAG E 2 STAPLE WIRE FENCING NOT TO SCALE THE POSTS 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO SE -1 FOR ADDITIONAL INFORMATION UEJI�IYEt/ Hf: UKANWV .' tW MALU Uf: CHANGE NO DESCRIP77ON APPROVED DAZE BENCHMARK SCALE ASBUKT AD vIs ENGINEERING DM IONAPPROVALS C/ TYOFENC INITAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. r ZA lzemao STtC^ A CITY OF ENONITAS SURVEY CONTROL NETWORK POINT I PLANS PREPARED UNDER SUPERVISION OF EROSON CONTROL PLAN FOR NUMBERED 1010 WITH STATION NAME CLSB-012 CQNgSRNG of S�IoIlB RECOMMENDED: APPRO D: 4178RlDOON TERRACE A 2.5' BRASS DISK IN THE NORRIEAST CORNER OF VAULT dN � ��_ DATE : z � ! PARSONS RESIDENCE THE SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL N/A VINCENF L SAMPO D TE � � A VEANE 71 13132 -G RANCH RD. IN SAN MARCOS s 11,E S 1(• N$ --r R.C.E. NO.: 44173 3 3-9-17 APN,' 264ti?9i 2i 0 - DATUM•NAW88 LLEVARON.• 20316, WNCENT L SAMPO DATE DAIS REVIENER INSPECTOR CVfY ENGINEER ENGINEER OF WORK EXP. 630/17 I6 - 3 .ZS M1# SHEET 3 O /4 N EL �I Z Z � w Z; z 542 1 = SC-1 4 / _ IV ti ,, ra r'A1� Fi+x r e.r<g s ,, `0✓ 1 s 11 V "5k 4 T - "TES' WY GRAW BAG /AKET ti` J PROTECTION PER DETAIL do CASQA DETAIL SE-10. If i s , co" 9 t i d y. 7i 1 .ry �A � o z No. 44173 06 -30 -17 Ac iTq� CIVI FOFF C&X 10 5 0 10 20 SCALE: 1" = 10' 6" MIN. PFRODDS 4" PERFORATED SUBDRAIN PIPE off MINIMUM SLOPE NOTES• L A NATIONAL READY MIX CONCRETE AS50CLA77ON (NRMCA) PERWOIUS CONCRETE CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE CONTRACTOR IS TO PROVIDE PROOF OF CERTIFICATION TO THE ENGINEERING RELD INSPECTOR PRIOR TO START OF WORK. 2 THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVOUS CONCRETE TO ENSURE THAT THERE IS A MINIMUM VOID CONTENT OF 20% IF A MINIMUM VOID CONTENT OF 2O' IS NOT SA 715%0, THE REMOVAL AND REPLACEMENT OF THE PERVIOUS CONCRETE WILL BE REQURED TO THE SARSFACTIOV OF THE CITY ENGINEER. PERVIOUS CONCRETE NTS 4" PERFORATED SUBDRAIN ® 1X MIN. S'LO'E 6" SOLD WALL PRIVATE STORM DRAIN PIPE SEE CALIFORNIA STORMWAIER QUALITY ASSOCIABON (CASQA) STANDARD DWG N0. TC -1 FOR ADDITIONAL INFORMATION CRUSHED AGGREGATE GREATER THAN J"0 BUT SMALLER THAN 6 0 MIN RLTER FABRIC EXISRNG GRADE SECTION A -A e" NOTE: CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE -M �A CORRUGATED LA STEEL PANELS ' MINA MATCH EXISRNG GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE 2 BAGS HIGH (TYP.) NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 24° WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERFLOW WHERE NECESSARY SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO. SE -4 FOR ADDITIONAL INFORMATION ¶ON �W0VEN FABRIC GRAVEL BAGS OF DREG STAGGERED (TYP.) TYPICAL VELOCITY CHECK DAM NO SCALE 4" PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDITIONS (- TYPICAL INLET PROTECTION NO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. III II � i llj NOIE.- ALTERNARVE SILT FENCE CONSTRUCRON MAY BE USED IF FIRST APPROWD BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE NO SCALE WIDTH AS REQUIRED TO ACCOMODAIF ANTICIPATED SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG N0. SE -10 FOR ADDITIONAL INFORMATION WOVEN FABRIC GRAVELBAG E 2 STAPLE WIRE FENCING NOT TO SCALE THE POSTS 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO SE -1 FOR ADDITIONAL INFORMATION UEJI�IYEt/ Hf: UKANWV .' tW MALU Uf: CHANGE NO DESCRIP77ON APPROVED DAZE BENCHMARK SCALE ASBUKT AD vIs ENGINEERING DM IONAPPROVALS C/ TYOFENC INITAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. r ZA lzemao STtC^ A CITY OF ENONITAS SURVEY CONTROL NETWORK POINT I PLANS PREPARED UNDER SUPERVISION OF EROSON CONTROL PLAN FOR NUMBERED 1010 WITH STATION NAME CLSB-012 CQNgSRNG of S�IoIlB RECOMMENDED: APPRO D: 4178RlDOON TERRACE A 2.5' BRASS DISK IN THE NORRIEAST CORNER OF VAULT dN � ��_ DATE : z � ! PARSONS RESIDENCE THE SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL N/A VINCENF L SAMPO D TE � � A VEANE 71 13132 -G RANCH RD. IN SAN MARCOS s 11,E S 1(• N$ --r R.C.E. NO.: 44173 3 3-9-17 APN,' 264ti?9i 2i 0 - DATUM•NAW88 LLEVARON.• 20316, WNCENT L SAMPO DATE DAIS REVIENER INSPECTOR CVfY ENGINEER ENGINEER OF WORK EXP. 630/17 I6 - 3 .ZS M1# SHEET 3 O /4 N EL �I Z Z � w Z; z 1 = 4 / _ IV ti ,, ra r'A1� Fi+x r e.r<g 4 T - "TES' WY GRAW BAG /AKET ti` J PROTECTION PER DETAIL do CASQA DETAIL SE-10. If i s , co" 9 t i d y. 7i 1 .ry �A � o z No. 44173 06 -30 -17 Ac iTq� CIVI FOFF C&X 10 5 0 10 20 SCALE: 1" = 10' 6" MIN. PFRODDS 4" PERFORATED SUBDRAIN PIPE off MINIMUM SLOPE NOTES• L A NATIONAL READY MIX CONCRETE AS50CLA77ON (NRMCA) PERWOIUS CONCRETE CERTIFIED CONTRACTOR MUST INSTALL THE PERVIOUS CONCRETE CONTRACTOR IS TO PROVIDE PROOF OF CERTIFICATION TO THE ENGINEERING RELD INSPECTOR PRIOR TO START OF WORK. 2 THE CITY ENGINEER MAY REQUIRE A CORE SAMPLE OF THE INSTALLED PERVOUS CONCRETE TO ENSURE THAT THERE IS A MINIMUM VOID CONTENT OF 20% IF A MINIMUM VOID CONTENT OF 2O' IS NOT SA 715%0, THE REMOVAL AND REPLACEMENT OF THE PERVIOUS CONCRETE WILL BE REQURED TO THE SARSFACTIOV OF THE CITY ENGINEER. PERVIOUS CONCRETE NTS 4" PERFORATED SUBDRAIN ® 1X MIN. S'LO'E 6" SOLD WALL PRIVATE STORM DRAIN PIPE SEE CALIFORNIA STORMWAIER QUALITY ASSOCIABON (CASQA) STANDARD DWG N0. TC -1 FOR ADDITIONAL INFORMATION CRUSHED AGGREGATE GREATER THAN J"0 BUT SMALLER THAN 6 0 MIN RLTER FABRIC EXISRNG GRADE SECTION A -A e" NOTE: CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE -M �A CORRUGATED LA STEEL PANELS ' MINA MATCH EXISRNG GRADE) TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE 2 BAGS HIGH (TYP.) NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 24° WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERFLOW WHERE NECESSARY SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO. SE -4 FOR ADDITIONAL INFORMATION ¶ON �W0VEN FABRIC GRAVEL BAGS OF DREG STAGGERED (TYP.) TYPICAL VELOCITY CHECK DAM NO SCALE 4" PVC PIPE FOR DRAINAGE DEPENDING ON RELD CONDITIONS (- TYPICAL INLET PROTECTION NO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. III II � i llj NOIE.- ALTERNARVE SILT FENCE CONSTRUCRON MAY BE USED IF FIRST APPROWD BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE NO SCALE WIDTH AS REQUIRED TO ACCOMODAIF ANTICIPATED SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG N0. SE -10 FOR ADDITIONAL INFORMATION WOVEN FABRIC GRAVELBAG E 2 STAPLE WIRE FENCING NOT TO SCALE THE POSTS 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SEE CALIFORNIA STORMWAIER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO SE -1 FOR ADDITIONAL INFORMATION UEJI�IYEt/ Hf: UKANWV .' tW MALU Uf: CHANGE NO DESCRIP77ON APPROVED DAZE BENCHMARK SCALE ASBUKT AD vIs ENGINEERING DM IONAPPROVALS C/ TYOFENC INITAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. r ZA lzemao STtC^ A CITY OF ENONITAS SURVEY CONTROL NETWORK POINT I PLANS PREPARED UNDER SUPERVISION OF EROSON CONTROL PLAN FOR NUMBERED 1010 WITH STATION NAME CLSB-012 CQNgSRNG of S�IoIlB RECOMMENDED: APPRO D: 4178RlDOON TERRACE A 2.5' BRASS DISK IN THE NORRIEAST CORNER OF VAULT dN � ��_ DATE : z � ! PARSONS RESIDENCE THE SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL N/A VINCENF L SAMPO D TE � � A VEANE 71 13132 -G RANCH RD. IN SAN MARCOS s 11,E S 1(• N$ --r R.C.E. NO.: 44173 3 3-9-17 APN,' 264ti?9i 2i 0 - DATUM•NAW88 LLEVARON.• 20316, WNCENT L SAMPO DATE DAIS REVIENER INSPECTOR CVfY ENGINEER ENGINEER OF WORK EXP. 630/17 I6 - 3 .ZS M1# SHEET 3 O /4 N EL �I Z Z � w Z; z CONSTRUCTION NOTES LECD0 Sam L EXISTING TOPOGRAPHY PERFORMED BY SAMPO ENGINEERING ON AUGUST 15, 2016. BEARINGS PROPERTY BOUNDARY — — AND DISTANCES SHOWN HEREON ARE CALCULATED PER MAP 14403. 7- K: A- W 1 G� 2 ALL ON -SIZE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE EXISTING CONTOUR MAINTAINED BY THE PROPERTY ONNER. EXISTING ELEVAPOV 7 EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS NEW CONTOUR DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A 54300 CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE NEW ELfVATON OF SECURInES DAYLIGIHT LINE 9. ALL GRADING, WALLS URLITY AND STORM DRAIN TRENCHING SHALL BE INSPECTED AND DRAINAGE SWALE APPROVED BY THE PRO .UCT GEOIECHNICAL ENGINEERING OR HIS DESIGNATED REPRESENTARVE. DIRECRON OF FLOW EASEMENTS NOTES BMP TREATMENT AREA D A PRELIMINARY 777LE REPORT PREPARED BY RRST AMERICAN 717LE COMPANY DATED PRIVATE GRAVITY STORM DRAIN PIPE —SD— —SD— JANUARY 24 2012 AS ORDER NO. OV- 3951530 WAS RENEWED FOR fXIS71NG ON -SITE EASEMENTS SAID EASEMENT5 HA W BEEN PLOTIlD HEREON. SEE KEY MAP ON .SHEET II GRAVEL BAGS CASQA SE 4, 8, ]0 & DETAILS F & G AN EASEMENT FOR PUBLIC RECREA77ONAL TRNL AND 1NC1D£NTAL PURPOSES AS SILT FENCE CASQA 9-1 & DETAIL H - DELINEATED AND DESGVATED ON MAP N0. 12780, SUR.ECT TO ANY TERMS AND CONDIRONS COVTAINED 7HERRN, AND ACCEPTED BY DOCUMENT RECEDED STABILIZED CONSTRUCRON ENTRANCE CASQA STANDARD X -1 & DETAIL E ® SEPTEMBER 10, 1999 AS INSIRUMENT N0. 99- 6219090F OR. AN EASEMENT FOR ERECT, CONSTRUCT, CHANGE THE SIZE OF IMPROK RECONSTRUCT, RELOCAIZ; REPAIR, MAINTAIN AND USE FACLI77ES CO NSBNG ® OF UNDERGROUND FACYLIDES AND APPURTENANCES FOR THE TRANNISS70N AND OSTRIBURON OF E7ECNICTY, PIPELINES AND APPURTENANCES FOR ANY AND ALL PRPOSES, COMMUNCATOV FACLIAES AND APPURTOVANCE -S ALSO THE R16YIT OF INGRESS AND EGRESS T0, FIW AND ALONG 776 £ASfMENT AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED AJNE 12, 1997 AS INSTRUMENT N0. 97 -27565 OF OR AN EASEMENT FOR UNDERGROUND COMMUNICATON FACILITES 106277HER WITH THE R16HT OF INGRESS AND EGRESS AND INCIDENTAL PURPOSES 1N IHE ©DOCUMENT RECORDED 1998 AS INSTRUMENT NO 98- 420906 OF 0 JULY $ AN EASEMENT FOR AC= US& ENJOYMENT, REPAIRS; U77LITY MRVICE AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED DECEMBER 16, 1999 AS OOINSDRUMENT N0. 99- 816927 BROWN TERRACE PL I I CURB DUELER 124.[2 IF PRIVATE 6" DIA PER SDRSO D 25 STORM DRAIN CRANTY PIPE PER TYPE A . (5DR -35) AT 146Z.2 OFE 4� PROTECT AC PAWE4/ENT IN- PLACE. DEMOLISH PORT70N OF PCC ROLLED CURB IN- PLACE. DEEP RO'IED DENSE; DROUGHT TOLERANT I'LANTNG SUITABLE FOR WELL DRAINED SOIL 8" DIA ABS PIPE WITH OVERFLOW CATCYH BASLN 8Y- NDS OR APPROVED EQUAL 4- 3'X3' COBBLE // ROCK DlX37P N B10 -INFIL TRA TION DETAIL 6" WIDE X DEEP PCC HEADWALL 2 " OF F 1 J1 4- GRAVEL 12' OF 3/4' CRUSHED ROC( 8TM 526.4 N7S \�J WO- REIEN770N INGINERED SOIL LAYER SHALL BE MINIMUM 18 -INCH DEEP'SANDY LOAM SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. 7HE MIX &VAIL CONTAIN 50 -60X SAND, 20 -30X COMPOST OR HARONOW MULCH, AND 20-30X TOPSOIL 7HE EFFECTVf AREA OF THE BASIN SHALL BE LEVEL A\�/ i SOIL QROFESS /p , \\ 'G�Nj L. S� oz No. 44173 06 -30 -17 P� CIVV\- �Q 9TF'OF cm-\F 10 5 0 10 20 SCALE: 1" = 10' ssr's° 1 5 tvW 2 a 11 FS 5 o 4 PUTTNG GREEN N7H %Wffi?SF-887F6NF(400 SF) 5f25 OCi .50TTOW 5425 FS 54215 1 o ^ KEY NOTES fflWAV WlECT N -PLACE 5. DEMOLISH TREE 10. PROTECT WALL 1N -PLACE 11. PROTECT FENCE IN -PLACE 12. PROTECT PLAYGROUND AREA IN -PLACE 18 PROTECT MONUMENT IN -PLACE 19. PROTECT TREE IN- PLACE 24. PROTECT PCC ROLLED CURB IN -PLACE NEW IlMR0V5O 7S 4. SN7HERC GOLF PUTTNG GREEN 5 36' WIVE X 66' LANG PERVIOUS CONCRETE PA "ENT MULE .SPORT COURT OVER 12" CLASS If PERMEABLE BASE OIER COMPACTED N8?IlDf AS APPROVID BY SOIL EXWEER. SEE DETAIL G' SHEET 3 AND ARCHITECTS PLAN FOR PERMEABLE SPORT RIRFACE RMSH BY POWER GAME 22 CMIU RETAINING WALL PER SDRSD C -6 N7H OPEN ROW JOINTS AT BASE WALL FOR DRAINAGE 1. 12712" PRIVATE CATCH BASIN BY WS' OR APPROVED EQUA 3. 6" S70RM DRAIN CLEANOUT PER SDRSD SC -01 4 PRIVATE 6" OA STORM DRAIN GRAW?TY PIPE (SOR -35) AT MIN IX 9Of 6. 8" OA ABS OVERFLOW STAND PIPE NTH CRAY BY NDS OR APPROVED EQUAL 7 4" OA PERFORATED PVC SUB -DRAIN PIPE AT 1X ,MIN. SLOPE AND PER SOIL ECOMMfNDAT 6. 180 SF 8/0- NRLNATON BASIN PER DETAIL 'g' 2 9. DE 4 C ALL 10. -JX3' COBBLE/POCK DISSIPATER A 9j t I � I I I I CHANGE NO DESCRIPAON �1 CONSNUCTOV OYANGES ADD SNEER 4 ADOTON 70 CONSTRUCTION CHANGES SHEET 4 T a 1 54225 ` 1 4° DEMOLISH ENS77NO r ' 1 FENCE AND F \ 200 t 53B. QP RfLOCA7E TO 711E N +(�.� . v 545E1/ENTUNf CAGE DE S) r X x i E y SEP D�YLICIT w xY 06 z ° r w �, ;f- 5 LINE / f t 3 J //t G.� APPROVED DATE BENCHMARK A CITY OF ENCINITAS SURVEY CONTROL NETWt7RK POINT III -« -/ NUMBERED 1010 N7H STATON NAME CLSH -012 CONS7SRNG OF A 2.5' BRASS DISK IN THE NOR7HEAST CORNER OF VAULT IN THE SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH RD. IN SAN MARCOS DAIUM.•NAW88 ELEVATON.• 203.16' SCALE AS -BUILT uc3f�'ui ur Urwmv ur. AO I AD PLANS PREPARED UNDER 5'UPERVTSION OF 1/�0� �---� 5-110 An NIA VINCENT L. SAMPO LXIE IL-40e u-16 %8.5 /I•(8 VINCNT L &IMPO REKENER I I0PEC70R I c t cy ENGINEER I ENGINEER OF WORK DATE: LO RC.£ NO.: 44173 EXP. 6/30/17 ENGINEERING D 1 V l S /ON A P PR 0 VA L S RECOMMENDED: APPRO 1 STEVE NOW AK DATE DA 7E CITY OF EN C I NI TA S- PUBLIC WORKS D EPA R T MEN T 4N FOR.- 417BRIDOON TERRACE PARSONS RESIDENCE APN :264 -39121 - jjJ21 O OZ az 7- K: A- W 1 G� DRAWING NO. Z Wk 13132 -G 6 SHEET40f4