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2015-12535 SG (Plans)RIGHTOFWAYNOTE OMIER IS 70 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 46 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE 70 00 SO HILL RESULT IN ISSUANCE OF A S70P WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE LS DRAINAGENOTE 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. UT/LITYNOTE ALL UTUTES SERVING THIS -SITE SHALL BE INSTALLED UNDERGROUND. 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD 90E0fICATONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENONITAS AND THE SAN DIEGO AREA REGONAL STANDARD DRAWINGS ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 10 ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT TIRED "UM7ED PRELIMINARY GEOTECHNICAL INVESTIGATION AND PERCOLATION TESTING' PREPARED BY CONSTRUCTION 7EN77NG AND ENGINEERING INC. DATED AUGUST 11, 2015 PROJECT CIE JOB N0. 10- 12613G &HALL BE CONSIDERED AS A PART W THIS GRADING PLAN. ALL WADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIRCA71ONS CONTAINED IN SAID REPORT 3. SEPARATE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REWIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OT377E GRADING 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PROPERRES DURING GRADING OPERA TONS ANYTHING DAMAGED OR DESTROYED 91ALL BE REPLACED OR REPAIRED TO CONOTON EXISTING PRIOR 70 GRADING 6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED OWL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE RESPON &Blf FOR CONFORMING 70 ALL LOCAL STAI& AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULABONS 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 91ALL NOT BE CONDUCTED BEIVEN THE HOURS W 5.30 P.M AND 730 A.M. N ON SATURDAYS SUNDAY$ AND CITY RECOGNIZED HOLIDAYS 9 NO GRADING OPERATIONS SHALL COAMENCF UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSIF NTH THE FOLLONING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER GRADING C0111RAC70R, AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED PITH THE CITY AT LUST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NIHN THIS PROJECT THE DEVELOPER ,HALL 9UBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED H411 ROUTE. THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE OTY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE HORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTFICATOW SHALL BE PROVIDED STATING. THE GRADING UNDER PERMIT NO 12535 -SO HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS ,HONK ON THE ATTAOHLD AS- GRADED PLAN' THIS STATEMENT SHALL BE FOLLOHED BY THE DATE AND SIGNATURE OF THE OW ENGINEER HHO CERTIFIES SUCH GRADING OPERATION. 12 ALL GRADING ,HALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS LNGNEDR OR UNDER HIS DIRECBON HE 91ALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF RILLS AND BACKRLLS AND COMPACTION OF IRENCHES HE, SHALL SUBMIT SOILS REPORTS AS REQUIRED AND HILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRDING OPERATIONS HE SHALL STATE THAT OBSLRVA77OVS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND BOA VADONS ARE ACCEPTABLE FOR THEIR INTENDED USE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE P09TVE DRAINAGE AND PREVENT PONDING OF WATER. HE 91ALL CONTROL SURFACE WATER AND AVOD DAMAGE 70 ADJOINING PROPERTIES OR RNISHLD HOC!( ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION Of fRESHLY GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SNAIL BE PREPARED TO BE FILLED AND RLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIRCATON. ALL VEGETABLE MATTER AND OBAECTONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON NHHICH THE RU IS TO BE PLACED. LOOSE RILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS &HALL BE SCARIFIED TO A DEPTH Of 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE COVIRACTORS RESPONSIBILITY 10 PLACE, SPREAD, WATER AND COMPACT THE RU IN STRICT ACCORDANCE NTH SPEORCATONS 15. CUT AND RU SLOPES 91ALL BE CUT AND TRIMMED TO FINISH GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM GROSS SECTION! THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF NORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES; ROUTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES W101 ARE UABLE TO BECOME LOOSENED ,HALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OU ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE 16. ALL TREES Bfitl* GRASS AND OTHER OBJECTIONABLE MATERIAL ,HALL BE COLLECTED, PIED, OR OTHERWSE DISPOSED OF OFF THE 91E BY THE CONTRACTOR SO AS TO L£AW THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND RN(WED APPEARANCE fREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED nkv THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MA TRIAL 17. THE REMOVAL OF ANY AND ALL CITY TREES SIIALL BE CONSISTENT NTH THE OTYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WTHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR IWIMN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND SHALL BE PROTECTED IN PLACE WRING CONSTRUCRON UNLESS SPEORCALLY APPROVED 01HERNISE. NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SY57EMS SHALL OCCUR I ION THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND) IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PR07ECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN COFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED 70 ADDRESS THE TREE REMOVAL z m 0 S1 7E � SPY m 441;. � ° z VICINITY MAP N EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFF 6OG61N AT (541) 221 -4653, 24 HOURS A DAY 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 70 APRIL 15. ALL NECESSARY MATERIALS SHALL BE STOG(P /LED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FAMITATE RAPID CONSTRUCTION TEMPORARY ER0S10N CONTROL MEASURES WHEN RAIN IS IMMINENT. 3 DEVICES SHOWN ON PLANS SHALL NOT HE MOVED OR MOUIRED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 70 THE SARSFACRON OF THE CITY LNONEER AFTER EACH RUN -OF PRODUCING RAINFALL 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA ROV OR UNFORESEEN CIRCUMSTANCES ANCH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBtE AND STALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN STALL BE INCORPORATED HEREON. 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF 90PE AT THE CONCLU-SION OF EACH OURK DAY. 9. ALL REMOVABLE PR07ECNW DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH RNKING DAY WHEN THE RW (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). STAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL MLDRRE SEED MIX I3 OR APPROVED EQUAL 1. THIS MIXTURE CONTANNS FAST ESTABLISHEN RESEEDING ANNUAL LEGUMES AND IILOFLONERS ROSE CLOVER' POPULAR FOR EROSION CONTROL ON ROADSIDES GROWS UP 70 16 INCHES HI, ON POOR SOIL EXCELLENT DROUGHT TOLERANCE. AFRICAN DAISY POPULAR FOR WINTER AND SPRING COLOR. OEM( ESTABLISHING. RESEEDS ARROYO LUPINE AND CALIFORNIA POPPY: POPULAR NATIVE MlDFLONERS ADO HINTER AND SPRING COLOR AS KUL AS SQ# BINDING PROPERTIES 91IRLEY POPPY' POPULAR FOR INVITER COLOR. 2 RECOMMENDED SEEDING RATE FOR THIS MIXTURE 1S 10 POUNDS PER ACRE OR 4 OUNCES PER 1,000 SQUARE FEET 3 FOR NATURAL AREAS NIOUT IRRIGATION, SEED DURING FALL AND WINTER IN ADVANCE OF RAINS CAN BE ESTABLISHED ANYTIME OF THE S OPEC H fSY A ��LTS ARE BEST lF SEED IS COVERED WITH % INCH OF SOIL SEEDING RATES SHOULD BE INCREASED lF SOIL COVERAGE 4. HWON ROSE GLOVER (IRIFOIUM HNRWM) AFRICAN DAISY (DIMORPHOTHECA AURANTACA) ARROYO LUPINE ((LUPINUS SUCOXENTUS CALIFORNIA PO°�Y (ESOHSXH071A CAD. NICA) 911RLEY POPPY (PAPAVER RHOEAS) STORMWATERPOLLUTIONCONTROL POSTCONSTRUCTIONBMPAMPNOTES 1. FOR STORM WATER POLURON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC S70RM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIRED WIHOUT A PERMIT FROM THE CITY. 3 ALL IMPERVIOUS AREAS WPM THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACIURES AND /OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE O WNW PRIOR 10 DDIS91ARGE fROM THE SITE ALL NPERVIOUS AREAS MUST SYO°E TOWARD PIE APPROWD BMPJIMP FACILITY THE 4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES 10 AN ADEQUATE IMP118MP. 5 DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IM(P/BMP AREA OR HAVE ANOTHER APPROVED DRNNACE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT 70 AN ADEQUATE IMPIBMP. 6. ALL S76RMWAIER IMP/dMP FACILITIES 91OHN HEREON ,FALL NOT BE MODIFIED OR ALTERED NITHOUT A PERMIT FROM THE CITY. 7 711E INSTALLATION OF ADD177ONAL IMPERVBXUS SURFACES NOT 91OWN ON THIS PLAN MAY REWIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT HE OBTAINED. 8 ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE RTIED TO COMPLY NTH S70RM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE (RASH EN00SURES SHALL HAVE AN IMPERVIOUS NON- COMBUSTRIf ROOF THAT HILL NOT ALLOW RAIN WATER 70 ENTER THE ETNCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED HHHE7N NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS 70 HOLD IN ANY LIQUIDS THAT ESCAPE fROM THE DUMPSTER AND TO PREVENT ANY FLOW W STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WE AND FLAT 70 ALLOW ROLLING OF THE DUMPSTER JV AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SZED OL1 CREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED IN70 THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE SAN DIEGUITO WATER DISTRICT NOTES: L WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIf7CATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) 2 RENEW OF THIS PLAN BY SAN DIEGUI70 WATER DISTRICT DOZES NOT CON51T7117F REPRESOVIATON AS 70 THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON- EXISIENOF OF, ANY UNDERGROUND UTILITY PIPE, OR STRUCTURE MTHN THE LIMITS OF THIS PR&&T 3 ALL fXSTNG fAOUTE� MICH MAY AFFECT RNAL IR9ON, I.E., LINE O?"G UNE PARALLELING OR PROPOSED CONNECTION 91ALL BE RELD VERIFIED. ALL ENS NG OR PROIPM UTILITY CROSSING WTHIN 10 FEET OF %PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER 70 CROSS UNDER WATER MAINS UNLESS GVEN WRITTEN PERMISSION BY SAN DOWD WATER DISTRICT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AMER DJUST 70 GRADE ANY EXISTING WATER FAOUTY (FIRE HYDRANT, METERS VALVES VALVE BORE$ ETC) NHICH IS AfFECTED BY THEIR PROJECT. ALL AfFECTED WATER FACIUTES MUST MEET CURRENT WATER AOFNOES STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPP& 5. UTUTES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 104E9 REQUIRED BEINEON RRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REWIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REWIRE ALL MATERIALS 70 BE NO -LEAD BRASS PARTS 9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS, AND .SERVICE'S SHALL BE PROVIDED NTH CATHODIC PROTECTION IN ACCORDANCE NTH NC -17 OR HC -18. I. THE EXISTENCE AND LOCATION OF UNDERCROUND UNITY PIPES AND STRUCTURES SHORN ON THESE PLANS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOW iff THERE ARE NO EXISTING UTUTES EXCEPT AS SHOWN ON THESE PLANS HOWEVER.- THE CONTRACTOR IS REWIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTNG UTUTES OR STRUCTURES LOCATED AT THE HURK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOING OWNERS OF SAID UTUDES OR STRUCTURES PRIOR 70 ANY EXCAVATION, FOR VfRIRCATON AND LOCATION OF UTUTES AND NOTIFICATION OF COMMENCEMENT OF HWK.- A. SE09S - CSD- (760 633 -1770 B. GAS k ELECTRIC - ZGE 760 436 -6200 C. WATER - SAN DIEGUI70 WA TR1CT 1- 760 - 633 -2709 D. 7ELEPHONE - SYC BELL - (760) - 469 -3411 E. CABLE TV - COX COMMUNICATIONS- (760) -806- 9809 X -2233 2 CONTRACTOR 91ALL NOTIFY THE CITY ENGINEER'S Of TICE 46 HOURS PRIOR 70 BEONNING ANY MIRK ON THIS PROJECT PHONE (760)- 633 -2770. THE CONTRACTOR ALLL L B 24 HOURS N07 AND CALLS FORR INSPECTO4 PHONE (760)- 633 -2770. ALL HWK PERFORMED MTHOUT NTS CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK SCALE AS - gu 14? U v NSF P R R A O G 3 I Co/ I& LNONITAS CONTROL STATION LNC -42. 25' BRASS DISK,, L" U C z t C- LII ti STAMPED OC 136, 1968 LOCATED IN THE EAST MNG WALL ON THE NORTH END OF THE NORTHBOUND HIGHWAY 1018RDGE NIA OVER SAN EUJO LAGOON, YEAST OF EAST CURB AND 38' SOUTH OF NORTH CURB. DATUM. • NAW88 ELEVATION.• 16.938' STORMWA77=RPOLLUTTONCON7TROL BMPN07FSRELA7 7YETOCONS7RUC7I0NACT/V MS CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 70 CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL 70 WA9I CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION S17FACCESS A STABILIZED CONSTRUCTION -97F ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OF SITE IRIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPEOFIC AREA AWAY FROM CUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VfHIOB PARKING, VEHICLE RERUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OT -SITE EROSION CONTROL EROSON CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST ER090N BY INSTALLING EROSION RE-SISTANT SURFACES SUCH AS ER090N CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED FILTER MATRIX. NO EXCAVATION AND GRADING ACPW77ES ARE ALLONED DURING NET WEATHER. DIVERSION DIKES ,HALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 577F CONTRACTOR SHALL PROTECT CHANNELS AGAINST ER09ON USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AMID UNNECESSARY REMOVAL OF THE NATURAL CROIND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST OU PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION 91ALL BE PREVENTED BY PLANING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO 911ELD AND BIND THE SOIL PLANT PERMANENT &ETAPON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL 91ALL BE MINIMIZED. ON- SITECONSTRUCTIONMATERIAL STORAGE STORED MATERIALS 91ALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN CONTRACTOR 91ALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. BJMINA7E OR REDUCE POLLUBON OF STORMWATER FROM STOCI(PILES KEPT ON -SITE STOCKPILES MAY INCLUDE SO�PARING MATERIALS ASPHALT CONCRETE AGI�REGATE BA ETC. STOCKPKES 91ALL W LOCATED AWAY FROM CONCENTRATED STORMWAIT R RO AND STORM DRAIFY INLETS STOCWRj3 SHALL BE COED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED NTH A TEMPORARY SEGMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TPA /N/NG CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENONITAS 91ALL BE TRAINED TO BE FAMILIAR WITH THE CITY O ENCINITAS STORMWATER POLLUTION CONTROL REWIREMNVTS THESE 811P NOTES SHALL BE AVAIM&E 70 EVERYONE WORKING OU SITE. THE PROPERTY OWER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STOWHATER REQUIREMENTS AND THEIR OWN RESPONSSLINES WASTE94NAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM IN70 THE CONVEYANCE SYS7EM IS S7R1CT Y PROHIBITED NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED IN70 S70RMWATER. RERMS KES &WALL BE PLACED AROUND ALL DIIMPSTERS TO DIVERT THE NATURAL S70RM RUNOFF. DUMP57TES 91ALL BE CHECKED FREQUENTLY F LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTDRS WITHOUT LIDS SHALL BE PLACED WTHIN STRUCTURES NTH IMPERVIOUS ROO7NG OR COVERED NTH TARPS IN ORDER 70 AMID RAIN CONTACT WITH ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS 1NCLUDING SOLVENTS WATER -BASED PAIN VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE WOO AM CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUS� BE TAKEN TO AN APPROPRIATE LAwat OR DISISO5ED bF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER WMPSTERS CAL! EDCO AT (160) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENT Y FOR LEAKS CONTRACTOR -WALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY fROM STORM DRAWN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL RE KEPT AWAY FROM THE STREET GUTTER AND STORM DRAIN. COIVTRAC70R MUST ROUTINELY CHECK AND CLEAN UP MA71RIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTW SIR` FOR MORE INFORMARON ON STORMWATR POLURON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2710. GRCE NO.: 1, 665 `', \" l - 1, CIE JOB N0. 10- 126136 O T CONSIRUCBOI, TESTING AND ENGINEERING, INC F "A i ?�sss 1441 MONNEL ROAD SUITE 115 o �' ESCONDIDO, CA 92b16 (760) 746 -4955 ' �4!` 04 Cusp STATEMENT OIL ENGINEER OF MgRK THE UNDERSIGNED ENGINEER AGREES THAT THE MURK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT THE HOCK PERFORMED HEREIN SHALL BE IN ACCORDANCE WIN THE RULES AND REGULATIONS REWIRED BY THE CITY OF ENCINITAS 70 THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINED? AGREES THAT ANY PLANCRECK OR RENEW PFRFDRMFn RY THE OTY DF FNO,YNITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS 5 TO NDEMNIFY ND H� ARMLESSSU� CITY OF PLANS OR AND ITS �� GGEENTHIS AND MACE OR BODILY INJURY ARISING SOLELY FROM THE NEGIGENT ACT$ ERRORS t OMISSIONS OF AGENTS OR EMPLOYEES ACRNG WTHIN THE COURSE AND SCOPE OF SUCH AGENCY AND W THE WAK PERFORMED BY THE ENGINEER SAMPO ENGINEERING INC. fNCIN7� CR092024TH 213 (760) 436 -0660 Q BY DALE VINCENT L SAMPO RC£ 44173 EXPIRES 6 30 2017 PUBLIC WORKS PLANNINGANDBUILDING PARKSANDRECREAT/ON LEGOID PROPERTY BOUNDARY PROPERTY LINEIRIGHT OF WAY EASEMENT UNE/SET BACK LINE EXISTING CONTOUR EXSTNG ELEVATION NEW CONTOUR NEW REVA71ON DAYUGHT LINE 810- SWALE/DRAINACE SWALE DIRECTION OF FLOW CONCRETE PAVEMENT BMP TREATMENT AREA DECOMP05ED ORANIIE 1 &050 CONCRETE MASONRY MASONRY RETAINING - WALL 191E WALL BU2DINGISTEM WALL PRIVATE GRAVITY STORM DRAIN PIPE -CU ED- PRIVATE CATCH BASIN -OUP -SD- DOWNSPOIT GROSS LOT AREA: 6,1857 EXISTING PROPOSED PERVIOUS AREA: 4,548 SF 2,295 SF IMPERVIOUS AREA: 1,637 Sf 3,890 S --------------------------------- IMPERVIOUS AREA ADDED. 2,253 SF TREA7MENT AREA REQD = 2,253 SF X 7.5 = 169 S ACTUAL BASIN AREA = 171 V remmAmm CUT = 30 CY (MAX CUT 2J RILL = 45 CY (MAX RILL 3') REMEDIAL = 196 CY (3' DEEP) IMPORT = 15 CY LAST• &V AND ROXANNE GOGGN 15 SATNLEAF CT. SAN RAMON, CA 94582 SITE ADMM 1820 NESTMINSTER DRIVE CARDIFF BY THE SEA, CA 92007 ASSEWS 5 PARCEL Na: 260- 271 -12 EVq TAS T SAN DIEGO STATE 0CALIFORNIA LTdk TO MAP N0. 1469, A& IN THE OFFICE' OF THE COUNTY RECORDER Y SAN DIEGO COUNTY, AUGUST 10, 1912. TnPMI PHY.' TOPOGRAPHY SHOW HEREON IS FROM A RELD SURVEY PERFORMED BY SAMPO ENGINEERING, HNC ON MARCH 13, 2013 OWD7'S CD? TflCATE Of HEREBY CERTIFY THAT A REGS7ER£D SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE WE SAN DIEGUITO WATER DISTRICT BMPPROJECTSTATUS STANDARD ENCINITAS FIRE DEPARTMENT U z I {l �J ryZ a SIGN DATE SIGN DATE SIGN DATE IGN DATE SIGN DATE z DESIGNED BY I DRANK BY. CHECKED BY Z DRY DR8 VLSI ENGINEERING DEPARTMENTAPPROVALS CI TYOFENCI NI TAS- ENGINEERINGSERVICESDEPARTMENT DRAWING NO, W 2 52 4 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED , u2 0 APPRO SIMFOIRED GRADING &EROSION CONTROL PLANS FOR GOGG/N RESIDENCE J DATE : /' lz lS MA9NMMAHER `l® GIN PRUIM! 1820 WESTMINSTER DRIVE 12 35-$G < R.C.E. NO.: 44173 PUBLIC NORKS DIRECTOR CARDIFF BY THE SEA CA, 92007 `n �� M EXP• 6/30/17 I a/ I s i I S SHEET 1 OF3 - DA IF DATE PUNNING CASE M..• 15 -1381 CONSiR MN NOTES 1. A PRELIMINARY 97LE REPORT PREPARED BY RRST AMERICAN 7171E COMPANY AS ORDER NUMBER. DIN- 4342019 (04) DATED MARCH 1Q 2013, HAS B£EN REWENEO FOIE EXISTING EASEMENTS SAID EASEMEENNTS HAVE BEEN REFERENCED AND PLOTTED HEREON. 2 ALL O)V-,91E BMP AREAS, STORM DRAIN, AND DRAINAGE SWALES ARE PRIVATE AND SHALL HE MAINTAINED BY THE PROPERTY OWNER J WALL ELEVATIONS SHORN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTTNG GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DEiMMINE RNAL WALL FOOTING ELEVATIONS. 4 FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO CRASS AND LANDSCAPE AREAS PRIOR TO COLLECTIOV AND DISCHARGE ONTO IRE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SMALL NOT BE MODIRED NITHOUT A PERMIT FROM THE CITY. S ALL EX1SPNG AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 6. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS THAN 4.5' P.C.C. OVER 2' CLEAN SAND UNDERLAIN BY A 10-MIL MOISTURE BARRIER OVER 2' CLEAN SAND OVER RECOMPACTED NATIVE SUBGRADE SOIL, SLAB SHALT BE REINFORCED WTH N0. 3 BARS PLACED ON MAXIMUM 18' ON CENTER EACH WAY AT OR ABOVE MID SLAB HEIGHT UNLESS DETERMINED 07HERNSE BY THE SOIL ENGINEER. UNLESS DETERMINED 07HERNSE BY THL SOIL ENGINEER 7 ALL THE NORK PROPOSED ON THIS PLAN IS ENTIRELY NITHIN THE APPLICANT'S PROPERTY OR UNTIL THE 8 A REGISiERED SOILS ENGINEER OR GEOLOGIST BALL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRWTY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE 9. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR 7EMP0J?ARY EROSION CONTROL MEASURES AND CONS7RUCT10111 BEST MANAGEMENT PRACTICES 10. UNLESS NOTED 07HERWISE, ALL ROADWAYS SHALL BE A MINIMUM WIN WOIH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF 1016 fS, iN ACCORDANCE WITH THE UNIFORM FIRE CODE AND CITY OF ENCINITAS RRE DEPAR 1: 11. ALL IMPROVEMENTS LOCATED IN THE PUBLIC R16HT OF WAY SHALL BE PRIVATELY MAINTAINED. 12 CONTRACTOR 10 ENSURE 1.0' VERACAL SEPARATION BETWEEN ALL UNDERGROUND UTILITIES 1.£ All NON- STANDARD IMPROVEMENTS TO LIE REMOLD FROM RIGHT- OF-WAY AND SHOW ON SITE PLAN OR OBTAIN PERMANENT ENCROACHMENT PERMIT 14. OWNER IS 70 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGNEEWNG DEPARTMENT AT LEAST 48 HOURS PRIOR 70 NCRKiNG IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO HILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSBILITY OF THE GINNER 70 KNOW NHERE THE LOCATKTN OF THE PROPERTY LINE IS 15 NO CONCENTRATED DRAINAGE FLONS ARE Pfl MTTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 6 -17 70 AN APPROVED DRAINAGE FACILITY. )) D RPREVfNmSOLXLRO�dW TIOYVwSITE 2010 AS INSTRUMENT NO. MUS�BE IMPLEMENTEDMNHERf APPUCGA SEDIMTETMCOrnN�bL MEASURES EEG. SILT FENCING, FREER ROTS DETENTION BASINS) MUST BE IN PLACE TO PREVENT FOLLOWED TO 10- 490847 OF O.R. ERODED L FROM LEAVING DICE MATERIALS MANAGEMENT P MUST ALSO BE ENSURE NO CONTACT OF RAINWATER NiTH MATERIALS THAT MAY CONTRIBUTE 70 WATER QUALITY W DEGRADATION DONN57REAM (E.C.. CONCRETE OR STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A P£RWOUS SURFACE). 17. NO DIRECTLY CONNECTED IMPERVIOUS AREAS ((DCTA SHALL BE ALLONED. DCYA MEANS STORM RUNOFF CENERAIED AND CONVEYED VIA /MPERWl7US REA$ SUCH AS ROOF ROOF DRAIN, DRIVEWAY, z AND STREET. BMP MEASURES SHALL BE IDDV77RLD ON THE SITE PLAN. MOST COMMON MEASURES ARE D£SlGNA 7ED TURF AREAS MICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMWfRVIOUS AREAS TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMPS SHALL BE DELINEATED ON PLANS Q AND A NOTE PLACED ON PLANS PROHIBITING MODIRCATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WTOUT A CITY PERMIT. 18. ALL BUILDING AND 577E RETAINING WALLS SHALL HAVE A 4' OR PVC S0R -35 PERFORATED U SUBDRA/N PIPE LAID AT THE BASE OF THE WALL NiTH 1 CFIPER FOOT MINIMUM 3/' GRAVEL ALL OUTLET WRAPPED IN MIRAR 14ON GEO- FABRIC AND SLOPED AT 1 %MI/NIMUM TO A SUlTAA 19. CONTRACTOR TO LOCATE EXISTING SEWER LATERAL PRIOR 70 CONSTRUCTION AND DETERMINE tF LONER LEVEL ADDITION CAN GRAWTY PLOW 70 EXNSPNO SEWER MAN. IF LONER LEVEL CANNOT NOTES GRA WTY ROW A SUMP PUMP SHALL BE DESIGNED BY OTHERS AND CONSNUCI£D I. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2 FOR ROCK -LINED OPTON, INSTALL CE07EX NK MONORLAMENT GE07EXPLE (NO. 117F OR EQUAL). J. FOR GRASS OR TURF OPTION, INSTALL LANDLOK IRM TURF REINFORCEMENT MAT WHERE GRADE EXCEEDS 5 %. ROCK -LINED OPTION OVER LINED P7 LINING 4. CONSTRUCT IMPERMEABLE CEO - FABRIC LINER REQUIRED BY SOILS ENGINEER. 24' MIN CRASS OR TURF LINED OPRON OW ANCHORS (T)P) LANDLOK TURF REINFORCEMENT 4° KEY FOR ANCHOR D TRfi'�D S sTtp I .� ��.._ IF MAX _I + 1 U t' �W 1 WICAL I GRASS DRAINAGE O NIS DEEP ROOTED DENSE DROUGHT RETEN71ON AREA %ALL BE TOLERANT PLANTING �tTITABLE LEWL AN, DEPRESSED FOR DRAINED SOIL OF f FROM SURROUNDING CRADE HARDWOOD 7ERPROOF CONCRETE ' R■�� 1l, V�I I f A. RETAINING ,., I SOIL RIP-RAP ENERGY , n� =n =nn =nnnnnnn -nnnn ! Q 'r a„ it n�n�n�nn�n n;,� *SFE NOTE BELOW 14.5" MIN. OF J14" CRUSHED ROCK 810-RMPON DETAIL • IMP NIS O *610-RETENRON ENGNEEMED SOIL LA YER SHALL BE MINNUM 24 DEEP SAND Y LOAM , , MORE CONTENT t 50-60Z SAND, 20-JOZ COMPOST 20-JO OR HARDWOOD AND 20-JO', TOPSOIL. 6m ENCINITAS CONTROL STATION ENC -42. 2.5' BRASS DISK, STAMPED DO 136, 1968 LOCATED IN THE EAST IWNG WALL ON THE NORTH END CE THE NORTINBOUND HIGHWAY 101 BRIDGE OVER SAN EUJO LAGOON, 9' £AST OF EAST CURB AND 3.8' SOUTH OF NORTH CURB. DATUM.• NA W88 ELEVA70..• 16.938' ' 1 HL' 119.7 FG 119. k9,59� IN& 6IAS 9�A 0 lJ 9� low 1 � 25° 9 �� FOUND LEAD & DISC \ �: STAMPED IS LADY PROTECT lN- PLACE. 16 ^ 14 T 119.6 .1 17 X2.0 15 14 119.5 t 122.0 \ P�� 5 111959E 6 4ti'�� 3 123.1. o �,FM \ 1��9 g0 3 O,0 11 \ \ 1p l =�&, O\ tf�'1 .41 W VIVIAP f POOL NI #107.0 (NOT A� iKh FOUND 3/- DIA. IRON PIPE NTH DISC STAMPED IS 6007° PROTECT -IN- PLACE. t4 \'ti 25 10 8 OUND LEAD & DISC F� STAMPED IS 6007' 2 / O 020.0 PROTECT IN- PLACE. DS 5 / 10 TU 119 50 118 25' 10 8 117 EXISTING EASEMENT FOR THE RIGHT AND PRIVILEGE TO 118 PLACE AND MAINTAIN ONE 14 11 UTILITY ANCHOR RECORDED JUNE 4, 1953 AS BOOK 4879° PAGE 13, OF O.R. rr EXISTING EASEMENT FOR 6 -17 INGRESS AND EGRESS RECORDED SEPTEMBER 16, 2010 AS INSTRUMENT NO. hh o 10- 490847 OF O.R. z ENCROACHMENT MAINTENANCE REMOVAL W AGREEMENT RECORDED CrRlSM 13 2015 AS DOCUMENT NO. 2015- 537oo7 OF OR. HOLD HARMLESS FOR DRAINAGE AGREEMENT z RECORDED 0L^Tbj;6R 13 2015 AS DOCUMENT N0. 2015- S37COA 1833 1820 MONTGOMERY WESTMINSTER 25' REAR ATE PROPERTY DR, SETBACK 25' FRONT SETBACK PROPERTY r. gin, P/w 140 130 120 1 +50 1 +00 0 +50 SCALE PLANNINGAPPROVAL uc�9m vr. urcD-R if cnccR1? vr. DRIB S PLANS PREPARED UNDER SUPERWSiON OF DATE: 10 IS N/A Af-1 R.C.E. N0.: 44173 SIN DATE YNTEFT L. SAMPO EXR 6/30/17 ENGINEER OF NORK SITE CROSS SECTION _ENGINEERINGDEPARTMENTAPPROV S RECOMMENDED.._� c % APPR01 /lam. M �� MASH MAHER LEAN PRUIM PUBLIC WORKS DIRECTOR 1 0/t S/ 15 DATE DATE KEY NOTES DEIK WIPR01ECT IN- -PLACE DEMOLISH CONCRETE WALKWAY QQ PROTECT EXISTING RESIDENCE Q PROTECT EXISTING CONCRETE DRIVEWAY ® PROTECT EXISTING TRENCH DRAIN Q5 DEMOLISH EXISTING CMU WALL © DEMOLISH EXISTING CONCRETE PA DO © DEMOLISH EXISTING DECK ABOVE ® PROTECT EXISBNG N00D FENCE O PROTECT EXISTING POKER POLE Q PROTECT EXISTING CVU WALL Ql DEMOLISH EXISTING DECK © DEMOLISH EXISTING TREE Q PROTECT ENS71NC TREE ® DEMOLISH EXIS71NG W00D FENCE Q PROTECT EXISBNG SIDEWALK ® REMOVE AND R£LOCAiF EXISTING MAILBOX Q DEMOUSH EXISTING PCC CURB ® REMOVE AND SALVAGE WATER METER PR07ECT WATER SERVICE IN- PLACE. ® REMOVE AND REPLACE 0060 FENCE AND MATCH EXISTING FENCE NEW MPRO"OKS Q ADDITION TO EYIS77NG RESIDENCE PER ARCH PLANS ® DECK ABOVE GRADE PER ARCH PLANS © CONCRETE WALKWAYIPA710 RETAINING WALL NTH OPEN ROW OF HEAD JOIN75 AT BASE OF WALL FOR 5Q COLUMN BELOW ® POOL WALLS PER SEPARATE PERMIT [Z] RAISED CARDEN SHED ® CONCRETE PAD FOR POOL EQUIPMENT ® 36' HIGH CONCRETE PLANTER BOX 70 PAD FOR FLOOR PUMP 11 STORAGE SHED © DECOMPOSED GRANl7E AREA FOR 24' FOUNTAIN Q3 CiMU RETAINING WALL PER SORSO C -5 BELOW CONCRETE PA DO SURFACE 14 CONCRETE DRIVEWAY MOENING TO MATCH EXISTING DRIVEWAY ELEVATIONS SOILS ENGINEER TO DETERMINE RNAL SECTION ® CMU RETAINING WALL PER SORSO C -5 © C1MU RETAINING WALL PER 5DRS9 C -6 © PCC CONCRETE PAT O NTH 8' WDE X 12' DEEPENED EDGE MIAMNM FOR POOL ® SON) TO UPRZE TO DUAL M£7ER AT DOERS EXPENSE �9 6' x 18' PCC STRAIGHT HEADWALL PER SORSO 0-30, TYPE A (SIMILAR) STLVIII DRAMN/iVAIER QUA UTY 1J1 24' WRE DRAINAGE SWALE PER DETAIL A' ® 11'X12' PRIVATE CATCH BASIN BY NDS' OR APPROVED EQUAL Q PRIVATE 6' DIA STORM DRAIN CRAWTY PIPE (STIR -35 MIN) AT 1% MIN SLOPE 42I 421 SF MN BID- RETENTION BASW FOR BMPS NOT TO BE MOWED ININOUT CITY PERMIT SEE DETAIL N' PRIVATE 3' WIDE SLOT DRAIN WITH GRATE BY NOS' OR APPROVED EQUAL 1Z MIN ROPE © CONNECT EXISTING TRENCH DRAIN TO NEW CATCH SASiN/STORM DRAIN SYSTEM CONTRACTOR TO VERIFY ELEVATIONS AND fN RE P09171f ORANNACE. Q 3' X 26' RIP -RAP ENERGY DISSIPATOR PER SORSO D -40, TYPE 2 USE N0. 2 BACKING 1.1' THICK, OVER 11' DO Fit TER BLANKET ABWWAM- 87M = BOTTOM DS = DONN SPOUT FF = ,RNISH BOOR FG = RNISH GRADE FS = FINISH SURFACE HP = HIGH POINT tE = INVERT ELEVATION R = RONUNE _ 1E = INVERT ELEVit PON LF = LINEAR FEET MB = MAILBOX OR = OFRCIAL RECORDS PCC = PORTLAND CEMENT CONCRETE PP = POKER POE SO = STORM DRAIN TO = TOP OF GRATE TW = TOP OF WALL NI = WATER LEVEL 110 WM = WATER METER WV = WATER VALVE 100 N 0+00 H= V= 1°2 v l 1 ° -]0 0 5 10 20 C I T Y O F EN C I N I TA S- ENGINEERING SERVICES DEPARTMENT SINFEIRED GRADING PLAN FOR GOGGIN RESIDENCE 1820 WESTMINSTER DRIVE CARDIFF BY THE SEA CA, 92007 CASE NO.• 6 -17 z hh o z W �wl_ C W z z DRAWING NO, W z o 12535 -SG Q a U -- SHEET20F3 �r \ s r` X P 9� l0 n9 \ Qf. 1 �b ft 4r i 4� A 'QOq r )EIFQRARY STABdJZED , `� q r� r , \ .. CANSIRUGIION ENTRANCE I2 -5 '� y0 PER DETAIL 'E' AND O CASOA DETAIL 7C-1 iE)FORARY SILT FENCE Qom CAS IAL S�1 �J i FORARY SILT FENCE rOi� CPER DETAIL Y1 AND \ CASQA Lk7AIL S£ -1 = ` WHIN. t 10S. \4 _ RS TEINPOIRARY QRAYETBAG INLET L ,,, v, 2i� t� PR07ECHON PER DETAIL 'G' AND ,r " CASY,iA STANDARD SSE -pia pT)P��/� f TEi ARARY SqE� T FEAKE \ LNJ /IfV /fC.iT.I�K / _ - PER DUAL W' /VtY F'Rl1 CTE iTAN�PER DETAILA G' AFN1 R9� V �g� CAS24 DUAL SE-1 CASLN STANDARD SE -la M � / We Iru iE11PORARYSILTfENIE C PER DETAIL W' AAID P1PA�I0.SfD ADa1TILW TEMPORARY CE CASQA DETAIL SE-i g, MWURARY GRAWEBAG KET MUM PER DETAIL 'G' NJ CAS04 DETAIL SE-1 OW STANDARD Z-14 T)P. • 25 r , lElFwARY YFLOCITY / EXiSiING EASEMENT FOR THE 7EMPO�RARY GiRAYELBliG MILET pIEA( DAM PER DETAIL TEMPORARY YELOp1Y PROTECIiAN PER DETAIL 'G' MT + ` AREGK' DAM PER DETAIL - RIGHT AND PRIVILEGE TO N AND S UOU� ANCHOR NOR RECORDED CASC41 STAIBIARO SE-iG, T)P. r STARD 4 _ STANDARD SE-4 DINE 4, 1953 AS BOOK 4879, PAGE 13, OF OR. i ` 1EIMARY GRAIELBAG MET Opt/ EXISTING EASEMENT FOR o f'RO)ECIIO4 PER DETAIL G' AND f CASQi STANDARD SE-1Q T)P. INGRESS AND EGRESS %1 RECORDED SEPTEMBER 16, �6 2010 AS INSTRUMENT N0. 1E1O0�RARY SILT fENLE 10- 490847 OF O.R. � h ! f � CASQAEAIL 5711 TElFWARY SILT FENCE PER DETAIL 11' AND ` f CASQA DETAIL SE-1 TEMPORARY GRAYEIBAG AU7 PROMCIM PER DETAIL 'G' AND ) EMPORARY GRAMU AG INLET CA5011 STANDARD SE-10, M. ,h PR07ECWN PER DETAIL V AND CAS44 STANDARD SE-i4 Ti? iEAN'ARARY G7iAVElBAG MILET AROTEC)/AN PER DETAIL 'G' AND SO STANDARD Va TYP. TEMPORARY ,%T FENCE PER CAS04 SAX S -t1 N�AS7p TRY PER DETAIL 'G' AND CASQA STANDARD SF-14 TYP. TEMPORARY SILT FENCE PER DETAIL W AAV CAS04 DETAIL SE-1 D6S2nn�C� f3AS1n i NOT�: ,51oRE l5',M0n/ 6A51AIS SHALL, SE 15KCAl.AT-6�> AND U.SEA A5 DESICTIA/G 134.51NS "IA/6 COAZ -Ti uCT7onl. 'THE SILT .5FiAcL IIE WMPL.ETCLY lZeMoVeb AA/gTHE L3j02CreArrjoA/ 84 IA.S CAMPt-C-T6p OV06 Fi VAL. 3Thp/L /u,Tlo is S ACk11GVE0 / Mim -m Oc.0 UPAA&�Y A IDIO(L ORA IAL_ . e i 25 N 1 " =10' 0 5 10 20 No. 44173 06 -30 -17 V11. l `I 1 51 1 I VIII !IIIIV'IIIIII!'IIIIIIIIIIICIII "' ":." U4 Ealm W"--/ TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOiE• GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY NIHOUT AGGREGATE. 24' WE (AK) 11CR OTMIIG FAR DRANME 01MOW 2 BAGS HIGH (7)P.) MME ACCESSARY CHECK DAM ! 1 I TYPICAL INLET PROTECTION 1. SET POWS AND EXCAVATE A 4 BY 4 IN (10 BY 10 OW) 7REiVG! UPSLOPE FROM AND ALONG THE LME OF POSTS wilv i 7 h / '7 MO At IM IK STET FENCE CaYSTRIF POP MAY BE USED F FIRST API9T O BY TAE EACMM OF MW AAD X 11607W TYPICAL SILT FENCE WXN FABRC WA I& BAGS STAGGETMD (T)P.) E F Eoly,j,7fr } iii b 4 IN (10 CM) 1`/k. ;l I =111all DESCRIPTION APPROVED DAIS BENCHMARK SCALE PLANN/NGAPPROVAL lusw>rtu vr. wrnmu ar. rakt xtu dr. ENGINEER /NGDEPARTMENTAPPROVALS CITY OFENC/ N/ TAS- ENGINEERING SERV/CESDEPARTMENT DRAW/NGNO. ENCINITAS CONTROL STATION ENC -42. 2.5' BRASS DfW PLANS PREPARED UNDER SUPERVISION OF RECOUMENDED- J a APPRO " , FR090N CONTROL PLANS FOR GOGG /N RESIDENCE STAMPED OC 136, 1968 LOCATED IN THE EAST M1NG WALL ON DATE: /o Iz 15 THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE MASIH MAHER CLEAN PRUIM 1820 WESTMINSTER DRIVE 12535 SG OVER SAN ELIJO LAGOON, 9' EAST OF EAST CURB AND 3.8' N/A v� ��� V'4 x ^� R.C.E. NO.: 44173 PUBLIC HURKS DIRECTOR CARDIFF BY THE SEA CA, 92007 SOUTH OF NORTH CURB DATUM. NAWN ELEVATION: 16.938' SSY ,N DATE DVi�E? OF EXP. 6/30/17 1 0 / 1 S /I S / o �Z1 y DATE DAZE PLANNING CASE NO.- 15 -1381 SHEET 3 0F3 A C'i o z w z c'3 w O c ~ ,I