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2015-12631 G (Plans)RIGHTOFWAYNOTE OWNER IS 10 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR 70 WORKING N THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO NLL RESULT IN ISSUANCE OF A STOP HORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW NHERE HIS/HER PROPERTY LINE IS .... I AAr.IAT/ NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY. I /T // /TV .IATP ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS; THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWNGS ANY CHANGES OR REWSIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION 2 THE SOILS REPORT TIRED PRELIMINARY GE07ECHNICAL INVES17GA77Ol PROPOSED RESIDENTIAL ADDITION 2429 NEWPORT AVENUE CARDIFF, CALIFORNIA' PREPARED BY COAST GEOTECHNICAL DATED DECEMBER 21, 2015, PROJECT # W.O. P- 6511115 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHAD BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPEORCA PONS CONTAINED IN SAID REPORT. 3 SEPARATE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION WITHIN PUBLIC R16HT- OF-WAY OR EASEMENTS SHALL BE REWIRED IN CONJJNC77ON WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFSYTE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EAIS17NG PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABUSTHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SANRDAYS SUNDAY$ AND CITY RECOGNIZED HOLIDAYS 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ON-SITE NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMI7TEE THE PRE - CONSTRUCTION MEETNG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CAVING (760) 03-2770. 10. PRIOR 70 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NIHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGNEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION. It UPON FINAL COMPLETION OF THE NORK UNDER THE GRADING PERMIT, BUT PRIOR 70 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION' SHALL BE PROVIDED STATING.• 'THE GRADING UNDER PERMIT N0. -G HAS BEUV PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGVATURE OF THE CIVIL ENGINEER HHO M717 RES SUCH GRADING OPERATION 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND REST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKLLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND NILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES 70 PROWDE POSIT[£ DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED NORK ON THE 511E AND SHALL TAKE REMEDIAL MEASURE TO PREIENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH RME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED 70 BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WTH STANDARD 3PECIRCABON ALL VEGETABLE MATTER AND OBJECTOVABLE MATERIAL SMALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUWAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. ME EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFICA77ONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY COIDIRON. ALL STONES; ROOT$ AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES MICYH ARE LIABLE 70 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS AND OTHER OBXCTIOIABLE MATERIAL SHALL BE COLLECTED, PILED, OR OIHERNSE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE 771E AREAS 771AT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOLS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY 7REES SHALL BE CONSISTENT NTH 171E CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED NTHIN CITY STREET RIGHT OF -WAY, ON CITY PROPERTY, OR MEIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTON UNLESS SPECIFICALLY APPROVED OTHERNSE NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS MALL OCCUR NTNN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE 70 THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE; IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NLIJAM IRONS AT (760) 525 -5928, 24 HOURS A DAY. 2 EQUIPMENT AND IWA?KERS FOR EMERGENCY MW SHALL BE MADE AVAILABLE AT ALL DMES DURING THE RAINY SEASON (OCTOBER 1 70 APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON 0070BER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3 DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED NTHOUT THE APPROVAL OF THE ENGINEERING INSPECTORR, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEWCES 10 WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ON70 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 PROTECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH IM DAY. 9. ALL REMOVABLE PR07EC77W DEICES SHORN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOIED AFTER EACH RAINFALL, STORMWATERPOLLUTIONCONTROL POST CONSTRUCTTONSMFI MPNOTES L FOR S70RMWA7ER POLLUTION CONTROL PURPOSE$ ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3 ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/lMP FACILITIES AND /OR TO 7URF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE 7URF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE, DRIVEWAY$ 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/BMP AREA OR HAVE ANOINER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFTED OR ALTERED WTHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REOUIRE THAT 771IS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRA91 ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER 70 ENTER THE ENCLOSURE. 771E ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORMWA7ER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WDE AND FLAT TO ALLOW ROLLING OF THE DUMPSIER IN AND OUT 171E ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN 771AT DISCHARGES THROUGH AN ADEQU47ELY 220 01L /GREASE SEPARA70R AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE S70RM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCIURE. SAN DIEGUITO WATER DISTRICT NOTES.- 1. WATER MAIN$ LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIRCATONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEOU170 WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON- EXISIENCE OF ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE IWTHIN THE LIMITS OF THIS PROECT. 3. ALL EXISTING FACIUTIE$ WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSNC UNE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS WALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER W47ER MAINS UNLESS OVEN WRITTEN PERMISSION BY SAN OEGUITO WATER DISTRICT 4. CONTRACTOR AND OTHER ARE RESPONSIBLE 70 RELOCATE AND /OR ADuUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, MEIER,� VALVES VALVE BOXES ETC.) WHICH IS AFFECTED BY THEIR PROECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARD$ THEN THEY SHALL BE UPGRADED 70 CURRENT STANDARDS AT THE OWNER'S EXPENSE 5. UTUTES 70 MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARA NOV OU 10 -FEE7 REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IRA ED WAYS WATER METERS MUST BE IN FRONT OF TIE PARCEL THEY ARE SERVING 8 CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SY57EM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS 70 BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASE$ BLOW OFFS AND SERVICES SHALL BE PROVIDED NTH CATHODIC PR07EC77ON IN ACCORDANCE NTH WC -17 OR NC -18 NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK 25' SO CO. ENGINEERS DISC STAMPED `CC 136, 1968' IN THE CITY OF ENCINITAS SURVEY CONTROL NEINIRK. POINT N0. 1042 STATION NAME: ENC -42. DATUM•NAW 88 ELEVATION.• 16.938 SCALE AS -BUILT NIA (/ z VINCENT L SAMPO ENGINEER O WORK STORMWATERPOLLU77ONCONTROL BMPNOTES RELATIVE TO CONSTRUCTIONACT/VTTIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABUSH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON WE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, S111000, PLASTER, AND THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEINNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING 771E WASHOUT LOCATION. CONSTRUCTION S17FACCESS A STABILIZED CONSTRUCTION 577E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFT 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 GALL BE DESIGNATED FOR CONSTRUCTOV VEHICLES PARKING,, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE: EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL FR05TVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MAT$ ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTWRES ARE ALLOWED DURING NET N£A7HER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GRONNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77W RES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON- 8I7ECONSTRUC77ON AMTER/AL STORAGE STORED MATERIALS SHAD BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY MIL STAY DRY OUT OF THE RAIN. COVTRAC70? SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STARED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAIER FLOWS AND S70RM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND FRONDED NTH A TEMPORARY SEDIMENT BARRIER AROUND 7HE PERIMEIER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS S70RMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SMALL BE AVAILABLE TO EVERYONE WORKING ON -97E. THE PROPERTY OMER(S) AND 771E PRIM£ CONNACTOU MUST INFORM SUBCONNAC70RS ABOUT STORMWAMR REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTEMANAGEMENT CONTRAC70R SHALL BE RESPON5IBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE OWND, WHERE WATER CAN CARRY THEM IN70 THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPST7R SHALL BE DISCHARGED IN70 STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSIERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SMALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL LIMES DUMPSIERS ►NIHOUT LIDS SHALL BE PLACED W1771IN STRUCTURES NTH IMPERVIOUS ROO7NG OR COVERED NTH TARPS IN ORDER 70 AVOID RAIN CONTACT NTH ANY TRAW MATERIAL. MANY CONSTRUCTION MA7ERIALS, INCLUDING SOL VENT$ WATER -BASED PARN [CHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED WEGETA77ON CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOl FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND 70 ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SHE. PORTABLE TME7S MUST BE IN M WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROUDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERWOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CRECW AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSNUC77ON SITE FOR MORE INFORMATION ON S7000ATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -1770. NOTIFICATIONS L THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS 70 THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISBNG UTILITIES EXCEPT AS SIHONN ON THESE PLANS; HONEWR.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UNUTES OR STRUCTURES LOCATED AT THE HORK 517E IT IS THE CCWTRACTOR'S RESPOSYBILITY 10 CONTACT THE FOLLOWNG DINNERS OF SAID URLIRES OR STRUCTURES PRIOR TO ANY EXCAVATION; FOR WRRCA77ON AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - CSO - (760) -633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGU170 WATER DISTRICT - 1 -800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -4179 -3411 E CABLE TV - COX COMMUNICATIONS- (760)- 806 - 9809 X -2133 2. CONTRACTOR SHALL NOTIFY 171E CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE: (760) - 633 -2770. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE. (760) 633 -2770. ALL WORK PERFORMED WTHOUT BEWERT OF INSPECTION MEL BE SUBECT TO REJECTION AND REMOVAL. SIGN OWNER WILLIAM A & LEA N. IRONS ADDRESS 2429 NEWPORT AVENUE, CARDIFF, CA 92024 PHONE (760) 525 -5928 SITEADDRESS 2429 NEWPORT AVENUE CARDIFF, CA 92024 APN.• 261 -102 -06 LEGAL DESCRIPTION LOTS 41 AND 42 IN BLOCK 7 OF CARDIFF, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N0. FILED IN THE OFFICE OF THE COUNTY RECORDER O SAN DIEGO COUNTY, NOVEMBER 14 1910. OWNER'SCERTTFICATE NE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WEL BE RETAINED 70 SUPERVISE OVER ALL GRADING ACRVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. 69fflm SIGMA S 01 L S EN G I NEE R' S C ER T T FI CA IF DATE L /P * DATE.• � VICINITY MAP 1, 147HAYA SINGHANET & MARK BURNELL, A REGISTERED CIVIL ENGINEER IN THE STA7E OF CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT NTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 21, 2015 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, I HAVE RENENED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND .SPECIFICATIONS t !ii-, 1'--,ll WO.. P- 6511115 COAST GEOTECHNICAL, l� a 779 ACADEMY DRIVE w ® M fc ..,., SOLANA BEACFI CA 92075 (858) 755 -8622 _ GEOLOGIST, T EM E N T 0 F EN G I N EE R 0 F W 0 R K THE UNDERSYONED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICE'S OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE INVK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PIANCHECK OR RENEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR 7HE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINARON BY THE CITY O ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OTICER$ AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERROR$ OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WTHIN THE COURSE AND SCOPE OFF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE #VRK PERFORMED BY THE ENGINEER. SIGNATURE. DAIS.• 222 /L WNCENT SAMPO SAMPO ENGINEERING, INC. 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 760 436 -0660 RCE NO.: 44173 EEARTHWORKDATA STEEPEST EXISING NANRAL SLOPE ON -97E = 10 H : 1 V MAXIMUM VERTICAL DEPTH OF CUT = 3.5 MAXIMUM VERTICAL DEPTH OF FILL = 0 CUT = 50 C. Y. FILL = 0 C. Y. EXPOR-T=-50 C.Y. REMEDIAL = 270 C. Y. (3.5' 4' REMOVAL PER SOIL REPORT) IMPERVIOUSAREEA IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 2417 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION.- 3_,751 SOFT 70TAL INCREASE IN IMPERVIOUS AREA: I.JJ4 SOFT BMPPROJECTSTATUS STANDARD NTS FIELD OPERA TIONS I PLANNINGANDBU /LDING I PARKSANDRECREATION I SANDIEGUITO WATER DISTRICT I ENCINITAS FIREDEPARTMENT PLANS PREPARED UNDER SUPERVISION OF VINCENT L SAMPO ENGINEER OF WORK 2..tt-tb N DATE SIGN DATE SIGN DAIE lGN DATE `" "A`D VT.' v ENGINEERING DIVISIONAPPROVALS CITYOFENC IN /TAS- PUBLIC WORKS DEPARTMENT RECOMMENDEQ:Sa APPR GRADING PLAN FOR DATE: A ✓( N 2429 NEW DIRT VENUE R.C.E. NO.: 44173 PUBLIC HORKS D EC IRONS RESIDENCE EXP. 6/30/17 Al 24/ �� DAZE 3 "� CASE N0: 15 -129 PMW/CDP APN.• 261- 102 -06 DRAWING NO, 12631 -G SHEET 1 OF 3 U z c� z Ir w w z 0 z w O CL U) �W LEGEND SYMBOL RIW BIORETEN770N BASIN PLANTING N R/W 24' MIN., U.N.O. N 7.00' PROPERTY BOUNDARY - - NATIVE DROUGHT TOLERANT PLA 7iNG -16.00' GRASS OR TURF LINED OPTION OVER SUITABLE FOR WELL DRAINED SOILS NEWPORT A VE. KEY ME - PROPERTY KEY ANCHORS (TYP) LANDLOK TURF REINFORCEMENT 0.50' 6.00' 0.50' PROPERTY LINE/RIGHT OF WAY FOR ANCHOR ►MERE SLOPE EXCEEDS 51 �MaWIPROiECT IN- PUCE EASEMENT LINE/SET BACK LINE - - - - �AV�/ROCKLINED A°TIOV 2" 6' DEMOLISH EXISTING CONCRETE EYJS71NG CONTOUR 24' MIN. TO EDGE OF PAVEMENT DEMOLISH EXSTNG PLANTER WALL III f 1 \ _III 20 i UNI ECO- STONE PAVER 3 1 /B -80 MM)__NTH EXISTING ELEVATION .MIN \ NEWPORT A VE 12 TW 69.20 IEar 68.3 jW 69' 4" HIGH X 12" WIDE SQUARE LO�EN %NSiROIT PER MAUNUFAC1URftISNSP��FlCA1lONS © DEMOLISH EXISTING PLANTER / MOW STRIP NEW CONTOUR -I I I -III .III I -III ( III COBBLE WgLL WEIR CUTOUT 170 14 -III- I III III III -III SAW'CUT LINE BEDDING COURSE - 2" 7HICK OF ® DEMOLISH EXISTING FENCE NEW ELEVATION 170.50 " Wi TG 68.E �- _ i/8" TO 3/8" (NO. 8) AGGREGATE -) ) III III -III III III III III -III 2 -4 DIA OPENINGS ( - _ DEMOLISH WATER METER DAYLIGHT LINE/SAWGYIT LINE - -.-.�- FS/IEan 66.75 �12r` - -III_ 12" MIN. ENGINEERED SOIL GRIND 18" FROM SAWCUT TO _ CHOKER COURSE - 4" THICK Of III III -III -III I III III -III III- h �II�II _ FINISH GRADE (FG) 68.0 DEPTH OF 1.5" THEN SEAL AND _ P0' 3/8' TO 1/2" (NO. 57) CRUSHED ROCK DEMOLISH EXISTING GAZE BOTTOM GRADE (BTU) 66.0 OVERLAY TO MATCH EXISTING AC VOID FILLER - 1/8" TO 318" (NO. 8) DRAINAGE SWALE -I I III -III -III III III -III III 2'x2' WiDE STRIP OF COBBLE - -I *SEE NOTE BELOW FL AGGREGATE IN VOIDS LANDSCAPING © PROTECT EXISTING ELECTRIC METER IN -PLACE DIRECTION OF FLOW I I ' III I - AT ALL PIPE OUTLETS FOR - I_ - g 18" 2% 2X 5 2 %MIN Q DEMOLISH EXISTING PUTTING GREEN III_ III I - N01ES ENERGY DISSIPAiION ? -� CONCRETE PAVEMENT -III 12" THICK LAYER 1.5 a 3 % ® DEMOLISH EXISTING SAND TRAP i. PLACE 3 ANCHOR ER SQUARE YARD OF MATERIAL. OF 3/4" GRAVEL. 4 PVC PIPE ((SDR -35 MIN) TO OUTLET ?"'T III I - 2 FOR GRASS OR TUR )TON INSTALL LANDLOK IIRM 450 " 12 MIN. WALL SUBDRAIN THROUGH BASIN 4. 1 i DEMOLISH EXISTING CONCRETE STEPS ASPHALT CONCRETE T 1PICAL DRAIN E SWALE TURF REINFORCEMENT 8 DIA ABS PIPE NRiH EXISTING 07 PAVEMENT & � ; 13 / MlN d OVERFLOW CATCH BASIN BY 4" PERFORATED SUBDRAIN BASE PROTECT IN PLACE 25" MIN a b DEMOLISH EXISTING CAU WALL ­51 7_7 NO SCALE /l MS OR APPROVED EQUAL (SDR -35 MIN) 0 19 SLOPE BAP TREATMENT AREA - b DEMOLISH EXISTING TURF -r ° . a BIO -FIL TRA PON BASIN � � � I 12" MINI I I a' 90% COMPACTED SUBGRADE ® PROTECT AND RE- LOCATE HOT TUB DECOMPOSED GRAN IE - ' - .___. ___- MIN. 6" (HICK OF 3 4" ° h U lf iii i �1 DEMOLISH EXISTING FLAG POLE NO SCALE CRUSIIEO K *`ENGINEERED SOIL LAYER SHALL BE MINIMUM 12" DEEP SANDY LOAM SOIL MIX NTH NO NOTES PR07ECT EXISTING POKER POLE IN -PLACE PERMEABLE PAVER L L L L L MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 -ALL AGGREGA7£ MUST BE CLEAN /WASHED AND FREE OF FlNfS (SAND SILT ETC. COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL. -THE PARRS SHALL NOT BE SEALED ONCE THE VOID FILLER HA BEEN ADDED ) PR07ECT EXISTING GAS METER IN -PLACE RETAINING WALL RAW ALLEY R/W THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. -NOR �FO AT BEFORE PLACEMENT OF NEXT COURSE O MPERWOU LINER �RBRIC IS O BE USED b PROTECT EXISTING SEWER LATERAL IN -PLACE CON7RACTOR TO VERIFY LO;A TION PRIVATE ORAWTY S7DRM DRAIN PIPE -SDSD- 15' SEE CONSTRUCTION NOTE 4. - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED PR / VA TE CA 7CH BASIN - SD--M-SD- I 6' 3' 6' - I PA VER DETAIL WITH CONCRETE EDGES PROTECT FOUND PROPERTY MONUMENTS IN- PLACE. SEE CONSTRUCTION NOTE NO. 9. DOWNSPOUT I I NTS KEN' IMPROVEMENTS GRAVEL BAGS CASQA SE-4, $ 10 & E] 7RA91 ENCLOSURE PER ARCHITECTS PLAN DETAILS F & G 1159 I 15 22' pZ ?mss ( FZI CONCRETE DRIVEWAY 5' PCC OVER 6' CLASS If BASE OVER RECOMPACTED NAPE SILT FENCE CASQA SE-1 & DETAIL H `- SOIL UNLESS DETERMINED OTHERWISE BY SOIL ENGINEER. REINFORCEMENTS AND _ " ? 7 .90 JOINTS PER SOIL ENCNEER. STABILIZED CONSTRUCTION ENTRANCE 5.5" CONCRETE - - - - �O �> �° - y" GIF4F R4RB FOR HOF THB- CASQA STANDARD 7C -1 & DETAIL E 3 WiDE x 6 THICK a° ` ti DRIVEWAY OVER 4• AC PAVEMENT OIFR ® 71? E PER ARCHITECTS PLAN COMPACTED PCC RIBBON GUTTER 6" CLASS II BASE] CONCRETE PATIO/SIDEWALK PER COJSiRUCTIOV NOTE 12 SUBGIRADE SOIL OVER 6" CLASS 11 BASE � ° CONSTRUCTION NOTES: CONSTRUCTED ON 12" 3000 PSI CONC. MIN COMPACTED SUBGRADE L EXISTING TOPOGRAPHY PERFORMED BY SAMPO ENGINEERING ON AUGUST 22 2014. �p cc �+n�I Al BEARINGS AND DISTANCES SHOWN HEREON IN PARENTHESIS CALCULATED PER CR 25388. ALLEY CROSS S PO ' `� , 4 7 PLANTER PER ARCHITECTS FLAN DISTANCES SHOWN HEREON NOT IN PARENTHESIS ARE FIELD MEASUREMENTS BETWEEN FOUND D MONUMENTS NTS 4 �`ti \�C;. ® 3' WOE x 5' 7HIG( PCC ALLEY RIBBON CUTLER, 50 LF MIN. 2. A PRELIM /NARY TILE REPORT PREPARED BY CHICAGO TILE COVPANY ON SEP)EMBER 2J, 7 15 ❑ NEW ADDITION PER ARCHITECTS PLAN 2014 AS 177LE NO. 5860140779 -JA WAS REVIEWED FOR EXISTNO EASEMENTS SAID TI7LE . ' REPORT REVEALED NO EXISTING ON -SITE EASEMENTS PA RV + NOT 00 C: PCC C99-S 3. ALL ON -SITE STORM DRAIN, DRAINAGE SWALE$ AND 8MP AREAS ARE PRIVATE AND SHALL 6' HIGH WOOD FENCE BE MAINTAINED BY THE PROPERTY OIiNER. 72.75 CONCRETE MASONRY RETAINING WALL PER SORSD C -i 4. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUC710N DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDA77 S SOIL ENGINEER SHALL DEIERA /NE FINAL °° X71.0 115/ 4 \ CONCRETE S1EPS/LANDING WALL FOOTING DEPTHS y 14 ROLLING GALE PER ARCHITECTS PLAN w� 5. ROOF DOWNSPOU75 TO BE DISCHARGED IN70 PLANTER, LANDSCAPE AND BIORETENTIOV coo 4 3 �p`i�' . 7 �o o °a VM 4' AC PAVEMENT OVER 6' CLASS 11 BASE OVER RECOMPACIED NATIVE SUBGRADE SOIL AREAS PRIOR TO DISCHARGE TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON 97E AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS ° y 9 ear ° 9 71 0 �'� 153: " ® CONCRETE 70 MA7CH EXISTING ELEVATION ti 6. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUB.ECT PROPERTY SHALL BE .r e' 1,�0�`\ `' ' � 1� ~ � � � 6 11 1 6" NiDE X 16" DEEP fERIAEIER PCC FLUSH CURB PER DETAIL 'C" INSTALLED UNDERGROUND. .60 • �� � � <_ ./ a� ` .. ���. � PERMEABLE PAVERS BY UNI -ECO STONE PER DETAIL 'C" OR APPROVED EQUAL 7. CONTRACTOR TO LOCATE AND PR07ECT IN -PLACE EXISTING WATER SERVICE AND WATER \ �j59� �-Q GARAGE O q b ' I! METER. l PAD 71. 4 a MECHANICAL EQUIPMENT PER ARCHI7ECTS PLAN FE 6869 3 1p°la 726 ti ® SANCUT LINE 8 CONTRACTOR TO LOCALE AND PROTECT IN -PLACE EXISTING SEWER LATERAL AND 1�° J CLEANOUT SERVED BY GRANTY SEWER IN NEWPORT AVENUE. 4 m > , EE 71.7 '- 1 85 fq TG 71.60 APO �' ® NEWPORT AVENUE SHALL BE WIDENED TO ENSURE AMIN /MUM 14' OF fix, PAD 71 T � DS 1� p3� )MT' �E7085 s AC PAVEMENT 194 SF MIN. MATCH EXISTING STREET SECTION ANY REMAIN /TUG 9. EXISTING SURVEY MONUMENTS SHALL BE PR07ECiED IN -PLACE IF ANY MONUMENT IS ,Cd ,� r 0' 10.7 2'° 7 � `� 0, GAP BETWEEN 7HE PAVEMENT AND THE RIGHT OF WAY SHALL BE LANDSCAPED DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A Ftia SQ 1 2' DS well 70 THE SATISFACTION OF THE CITY ENGINEER CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO � '��9� T -(y oO s ��o t ® DECOMPOSED GRANDE PARKING SPOT RELEASE OF SECURITIES <s 1 " 4 6 69.6'd FF 0 10 © CONCRETE MASONRY RETAINING WALL PER SORSD C -3 10. THE EXISTING OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL BE 8,5 , pP� . ' S �� REINSTALLED UNDERGROUND. A NOiE TO THIS EFFECT SHALL BE CALLED OUT ON PERMIT 6 000p, 69 69 ° 4 My SIZE PLAN. x615.96 50' 25' a PAD 6g.0 "" ® RETAINING WALL (3' HIGH MAX) 7W 69.20 y a v 96 G 70.9 qo STORM atA/N/WATER QUALITY 11. ALL STREET SIGN$ LIGHTS LAMP$ UTILITIES ETC LOCATED N7HIN 7HE PUBLIC / S 66.7 s \ 9 R16 HT- OF-WAY SHALL BE PR07ECTED IN PLACE DURING CONS7RUC770N OR REPLACED 70 q a \ �e 70 �1 I7y71? 1 ea J�K�' \ i 3 PRIVATE DRAIN PIPE (SOOR -3 MIN) NIH COBBLE AT STORM DRAIN THE SATISFACTION OF THE CITY ENGINEER syx - 68.2 d ,s 12. CONCRETE SIDEWALK AND PATIOS SHALL NOT BE LESS THAN 4' PCC OVER 21CLEAN �o r65g5J 5°k 4 ZG 6B 3 8 0 1 FG 70.5 4 4' HIGH x 12' WiDE HER WALL CUT OUT FOR SURFACE DRAINAGE SAND REINFORCED NTH NO. 3 BARS IN 807H DIRECTIONS OVER RECOMPACIED NATIVE 25 ) g IE 65 f (R "<<' X;5 NC R IZ 0 ' " 1 1 9 619 f\ FG 7Q 4 7 \ SUBGRADE SOIL UNLESS DETERMINED OTHERWISE BY SOIL ENGINEER JOINTS AND 1 RE SiDFnC: 6 q REINFORCEMENT PER SOIL ENGINEER i J 6'X24' TRENCH DRAIN BY NDS' W11H iRAfFiC RAZED GRAZE $ ss y G s ` 0 TG 68.3 _ 6• b . f �O�'" � 5 56 SF M/N BlO -INFlL 1RA7/ON BASIN. SEE DETAIL •B': NOT TO BE M011/FlED 13. C011CRf1E DRIVEWAY SYHALL Bf 55' PCC OVER 12' COMPACTED SUBGRADE SOL$ �O 1 �V`u< 1 Ear 66.7 6� 69.00 a ��l IWTHOUT CITY PERMIT. UNLESS DETERMINED O7HERWSE BY SOIL ENGINEER. JONIS AND REINFORCEMENT PER SOIL ENGINEER V 5 �� 36 SF MIN BIO- INFlL IRA i�ON BASN. SEE DETAIL 'N': NOT TO BE MODIFIED �\ 12 fS 6.8 9 6.9 yq , /,,' / i NIHOUT CITY PERMIT. 14. ASPHALT CONCRETE ALLEY IMPROVEMENTS SHALL BE CONSIRUCIED 4' AC OVER 6' �` 6 ° r • • CLASS Il BASE OVER COMPACTED SUBGRADE SOIL, UNLESS DETERMINED OTHERWISE BY SOIL PERVIOUS PAVERS AND NATIVE DROUGHT L 6632 . -0 2 ? �e u TOLERANT LANDSCAPING TO BE PRIVATELY ' ENGINEER SEE ALLEY CROSS SECTION D: MAINTAINED BY HOMEOWNER PER 66.76 \� V 12 69 1 �y0 l 69� DIA. PRIVA7E HOPE CATCH BASIN BY NOS' OR APPROVED EQUAL ENCROACHMENT MAINTENANCE & REMOVAL 2 St0 15 ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO REGIONAL COVENANT RECORDED: ` - - _ 25' V ° 9 Q PRIVATE 4x DIA PVC PERFORATED WALL SUDDRA/N PIPE NTH 1 FT't/FT OF 3/' GRAVEL AS DOC. NO: !pit- V G 68.30 �R WRAPPED IN MIRAR 14OV OR APPROVED EQUAL SLOPE AT MIN iX TO OUOL AT STANDARDS ARE TO BE PRIVATELY MAINTAINED BY THE RESIDENT. \ V 0 OUT DO 3 9 J 4 NEWPORT AVE RIGHT OF WAY WA7ER PRIVA7E 8' DIA ABS PIPE NTH OVERfOW CATCH BASIN BY ADS OR APPROVED EQUAL WA TER V 4 T 69.2 )Ad /, i h A8BRENADONS V �6 FG 66.9 J , ` ; , DISTRICT 70 UPGRADE TO 1' COPPER AND DUAL ME7ER PER WS -09, WC -17 WS -03 AC.' ASPHALT CONCRETE ` L �V 1 ��° A OIWVERS EXPENSE DS' DOWSPOUT ELEC.' ELECTRICAL E EP. EDGE OF PAVEMENT G G RNlSq FLOOR A F� FlN 5 MIN SURFACE �q Uj 1E.• INVERT ELEVATION ' 06 -30 i 17 0 * I V II PP. POWER POLE / 8 T S70RAIN C I V PA "ENT 1E f �9J� TW. iOP Of WALL OF CA��F W_' WATER LEVEL W. WATER METER 0 CHANGE NO. DESCRIPiTON APPROVED DA 7F BENCHMARK SCALE AS -BUILT �ES7GNE� ff- Br DRAB BY. CHECKED BY ENGINEERING D110ONAPPROVALS C /TYOFENC /N /TAS- PUBLIC WORKS DEPARTMENT DRAWING NO. H AS- go I Ln '.3w R 464 C ( PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR GRADING FLAN FOR: THE q CO. N N�ASURVEY CONTROL N `OC 1M l POINT NO. DATE : 23 /L /� u/ f" 2429 NEWPORT AVENUE 11631 -G 1042 STATION NAME: ENC -42. DATUM.NAVD 88 ELEVATION 16.938 ---� -1, R.C.E. N0.: 44173 MA H M H ENN P UTA N/A 4 ,� a ,� PUBLIC X UIMSyDIREC IRONS RESIDENCE VINCENT L. SAMPO VINCENT L SAMPO EXP. 6/30/17 D � 2� / 1'6 DA ' b ENGINEERO- WbRK ENGINEER OF WORK CASE N0 :15 -129 PMW/CDP APN: 261- 10J706 SHEET 2 OF 3 62 II w o N z z w O y Q � z CHANGE N0. x,6596 .t � � 1 PFRUDUS PA Lt RS AAT) NA 1 ✓E �VOUGIIT TOLERANT LANDSCAPING TO B- PRIVATELY MAINTAINED BY ✓~OMEOWU'ir FER ENCROACHMENT MAIN;; 'iANCE & REMOVAL COV0VANT ,RECORDED -- —_ AS DOC. 10' IE11°WRYSLTf9ff PER DETAL 11' AAD CASQA DETAIL Sf-1 r aCX DAM PER BETAL AA0 IElA°DeARrSILTfENOE HAr STAAI�W -4 PER DETAL H' AAV � s r CASQA aETAL SE- i A" U il o � sr z 1E11°"Y GBA N7AG .+� MEET PROlfC1KW PER DETAL Ir A� FL ^yN'C. 9 Q t' DETAIL 5E-10� ii.5 FF �m ti , u l .a PER DETAIL TEiPLIPARr raaaTr �; � ,X 2E r ` G STAADARI -4 r. .1 ff1FCIRARY KOCITY OPOO 1E1PO4ARY IELOpTY t iEQY l�fR a<TAL (7iEU1 r �L� --- i STAAI d -4 -4 F ?: SET IEKE i n? �; (154 J�o J IEIA°DI IETAK SEA -1-1 ? �a 6-, i 70. - nI/ f o'70,6� �y 1E1PO4ARYptAVELBAG 1EIMM'Y1EL0pIY NLET AW ECIX,W PER aM DAM PER DETAIL LIE � AA SE o STAR I -4 h ^ T o X11 1 l , '� i''' °y ? c o^ /✓ / 1ElA°APARY SILT ma / F S DETAIL H' M17 s� CAS4E1 DETAIL 9-1 \ 4 1 l 1 ILMPQRARY SET FD9r - <';- PER DETAIL W AAD S CASQA DETAIL SE-1 to 6b 9 W960 ENC l�\ ON TOP Of r ° v'•r CMU WALL. rr T - Ir DESCRIPTION APPROVED I DA IF BENCHMARK SCALE AS-BUILT C,ANN4-10-0 1 A-21-WI 2.5' SD CO. ENGINEERS DISC STAMPED 'OC 136, 1968' IN THE CITY OF ENOINITAS SURVEY CONTROL NEIMORK POINT N0. 1042 STAPON NAME ENC -42. N/A y �� -� DA1UM.•NAVD 88 ELEVATION.• 16.938 VINCENT L. SAMPO ENGINEER OF MWRK PLANS PREPARED UNDER SUPERVISION OF WNCENT L. SAMPO ENGINEER OF MWK n DAIS : 2 2T R.C.E. NO.: 44173 EXP. 6230117 ff 57 Lw ENGINEERING D I V I S I 0 N A P PR 0 VA L S CRUSHED AGGREGATE GREAIER THAN 36 BUT SMALLER THAN 6 "0 MIN. FILTER FABRIC EXISTING GRADE SECTION A -A NOTE CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF / TO SEDIMENT TRAPPING DEVICE MIN/ ti SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG. N0. IC-1 FOR ADDITIONAL INFORMATION L CORRUGATED LA STEEL PANELS 25' MIN- - MATCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY W THOU T AGGREGATF 24" WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWA TER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. NO 2 BAGS HIGH (TYP.) WHERE NECESSARY 7 SE -4 FOR ADDITIONAL INFORMATION I OF F�D� DiRE��ON TYPICAL VELOCITY CHECK DAM NO SCALE 4" PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS TYPICAL INLET PROTECTION NO SCALE 1. SET P067S AND EXCAVATE A 4BY4/N(10BY10GIl) TRENCH LAPSLOPE FROM AND ALOWG THE LINE OF POSTS 1— 11 --"ENO .E ATTACH THE FKTER FABRC 10 111E MIRE FENCE AND EXTEND IT INTO THE TRENCL WOVEN FABRIC GRAVEL BAGS STAGGERED (TYP.) i WDN AS REQUIRED TO ACCOMODATE ANTICIPATED F E F SEE CALIFORNIA STORMWATER QUALITY ASSOCIA ]ION ( CASOA) STANDARD DWG, NO SE -10 FOR ADDITIONAL INFORMATION WOVEN FABRIC GRAVE RAG 2. IAt ff Wff FENCDVG TO mpom , f- 10 4 BAOM AND CMACT THE EXCAVAIED SOLL FEIER FABRIC , FLOW lu s IWRE • I I �� _'iii' a "I I � = I �__i 1 1 -` i ALIE1BVARif SILT FENgE OawsIRDCRrw MA BE I/SED SEE OUFNIA S10RMIMIIER QUALITY F FRST APPRO0 BY HE EHGN ER Dr W AVD ASSOMnW (OW) STANLIAW lK NO nE AVSPECTOR SE-1 fW AUaRLIWtL AIFi W70 TYPICAL SILT FENCE NO SCALE CITYOFENCINITAS - PUBLIC WORKS DEPARTMENT EROSION CONTROL PLAN FOR.- 2429 NEWPORT AWME 2 / 2� ( PUBLIC IN7RK DIRE TOR IRONS RESIDENCE DATE l b DA 1E I CASE NO. 15-129 PMW/CDP APN.- 261- 10-06 U z d M. z� Lu w Lu `J Z z w H DRAWING N0, 12631 -G a V) -- z SHEET 3 OF 3