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2018-13906 G (Plans) (3)PJGHTOFWAYN07F OMER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENG1N£ER(NG DEPARTMENT AT LEAST 48 HOURS PRIOR TO MORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TD DO SO WILL RESULT IN ISSUANCE OF A S70P OORK NONCE AND DOABLE PERMIT FEES. IT IS TH£ RESPONSIBIUTY OF THE GINNER TO KNOW MERE HNSIHER PROPERTY LINE LS DR41NAGEN07E NO CONCENIRATE4 DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM DE 5 FEET AT 1 PERCENT AND HE GONWU TO" AN APPROVED DRAINAGE FACILITY: UTILITYNOTE ALL URLIRES SERING THIS SITE SHALL BE INSTALLED UNDERGROUND. n,•u�nu unr�n L ALL WORK SHALL BE DONE IN ACCORDANCE NTH INESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC N17RKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS Or THE CITY DE D0VITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANCES GR REV96 NS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT RILED 'GEOTECFINIC FVALUABON 2334 NEWCASILE AVENUE A CARDIFF BY THE SEA COMMUNITY, CITY O ENCINITAS CALIFORNIA" DATED MAY 1, 2018 AND 1001CHNICAL EVALUATIOM REVISED SEPIEMBER 18, 2018 AND "GEOTECHNICAL RECLMiMENDAAONS PROPOSED PERMEABLE PAVER DESIGN AND BID - RETENTION SYSTEMS' DATED AUGUST 17 2018 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DOVE IN ACCORDANCE NTH 771E RECOMMLNDABONS AND SPECIFICATIONS CONTAINED IN SAID REPORT PREPARED BY GEOMK, INC. 3 SEPARAIF APPROVALS AND PERMITS FOR ANY CONSTRUCTION NTH1N PUBLIC RIGHT Of WAY OR EASEMENTS SHALL BE REQUIRED IN a"N00N NTH IMFROWEMENT PLANS c 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 70 PROTECT ADJACENT PRO'ER77ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESIROYED SIfALL BE REPLACED OR REPAIRED TO CM11ON EXIS77NC> PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE ]NAT ANY MONUMENT OR BENCH MARK Wn 6 DISA#m OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED C1WL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR WALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEWCFS INCLUDING SMNG, AND SHALL BE RESPONSIBLE FOR CONFORMNNG TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULA770015. 8 GRADING AND EOULPMENT OPERATWO W INNN ONE -HALF (fj2 MILE OF A S7RUCUURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7 30 A.M. NOR ON S47URDAYS, SUNDAYS AND CITY RECOGINIZED HOLIDAYS. 9 NO GRADING OPERA7700 SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSIDE NIH THE FOLONNG PEOPLE PRESENT: CITY INSPECTOR, OIL ENGINEER SONS ENOWER GRADAYG CONTRACTOR AND PPERM I'ME. THE PRE- CONSTRUCIM MEE77NG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -1770. 10.. PIYW TO HAULING GRIT OR CONSIRUCTION MATERIALS TO ANY PROPOSED CONSTRUCRON SITH NOW NE P -MAECT NE DEVELOPER SHALL SUBMIT TO AND RECENVE APPROVAL FROM 771E CITY ENGINEER FOR NNE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY NTH ALL CONDI BONS AND REWNREMENIS TIRE CITY MM MAY NMPOSE NTH REGARDS TO THE HAULING OPERA NON, It UPON FINAL COMPLETION DE THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN -AS GRADED CERINCANON" SHALL BE PROWDED STATING. "THE CRAANG UNDER PERMIT NO 13906 -G HAS BEEN PERFORMED IN SLIBSTAN77AL CONFORMANCE NTH THE APPROVED CRAONG PLAN OR AS SHONV ON THE ATTACHED AS -ORADED PLAN'. THIS STAIEMDVT SHALL BE FOLORD BY THE DATE AND SIGNANRE OF THE CIWL ENGINEER KID CER77RES SUCH GRADING OPERA TIO .. 12 ALL GRADING SHALL BE INSPECTED AND MSH BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHAD INSPECT AND ji.,J T EXCAVATION PLAODU.'T Ai°,I COMPPACRCN OF FILLS AND SACKF/LLS AND COMPACTION DE TRENCHES Hf SHALL SUBMIT SOILS ��+ , +,, REPORTS AS REQUIRED AND WZL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF WADING OMABONS HE SHALL STATE THAT OBSERVABONS AND IESIS NERE MADE BY HIM OR UNDER NS SUPERISON AND THAT IN NS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTARE FOR THEIR INTENDED USE. 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVVE PLG77W DRANNAbF AND PREVENT PONDING Of WATER HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR RN3/ED KIRK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE 10 PREVENT EROSION OF FRESHLY GRADED AREAS WRL SUCH RME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED 14. ALL AREAS TO BE RLLEO SHALL BE rR£FARED TO BE RUED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIRCA716N ALL WRETABLE MATTER AND DBLECRONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR mom THE SURFACE UPON NRIO'I HE FILL 1S TO BE PLACED. LOOSE FILL AND ALLUWAL SOIS SHALL BE REMOVED TO SUITABLE F#?M NATURAL GROUND. THE fX f-qD SOILS SHALL BE SCARFU 70 A ATIN Or 12 INCHES AND THEN COMPACTED TO A AWIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 PLACE SPREAD, WA 79 AND COMPACT THE RLL IN STRICT ACCORDANCE NTH SPECIRCANONS 15. CUT AND 171.1_ 30PFS SHALL BE WT AND NRNMMED 70 RNSH GRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECDON THE SLOPES OR EXCAV470N AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGNEER OF ODRK AND LEFT IN A NEAT AND ORDERLY M670. ALL STONES ROOTS AND OTHER WASTE MATTER EXPOSED OR EMVA770V OR EMBANKMENT 30PES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 771E TOE AND TOP DE ALL 30PES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDNANCE 16 ALL TREES BRUSH, GRASS AND 07HER OBECIIONABLE MATERIAL -HALL BE COLECMV,, PILED OR OTHERWISE DISPOSED OF OFF THE NIF BY NNE CONIRACTOR SO AS TO LEAVE THE AREAS THAT HAW BEEN GEARED NTH A NEAT AND RNISHEO APPEARANCE FREE fROM UNSIOHNLY DEBRIS APPROVAL OF LOCATION DE 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 WIFNN CITY SHREET RIGHT -OF -WAY, ON CITY PROPERTY, OR N7HNN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE WRING CLWSTRIIC77ON UYLES SPECIFICALLY APPRO69 OTHERNSE NO GRADING, EXCAVATION, OR DISIURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE 70 THE OUTERMOST EDGE OF 711E TREE CANOPY PROTECTION ON THE GRIND. iF A CITY TREE IS NOT CLEARLY LABELED 70 BE REMOVED, IT MUST BE PROTECTEDI IN. PLACE. EWfll lF APPROVED IMPROW10IS ,AR IN C!WfIJCT NIP A CITY IRS& IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REW0 TO ADDRESS THE TREE REMOVAL z Z c o G SINE v SAN QIJD LAGOON VICINITY MAP NOT TO SCALE NO 1 DESCRIPTION ER05011 CONTROL L IN CASE FM_FRGFNCY WORK IS REQUIRED, CONTACT RYAN ORIMAN AT (858) 688 -1103 24 HOURS A DAY. 2 EQUIPMENT AND WERS FOR EMERGENCY WW SHALL BE MADE AVAILABLE AT ALL TIMES DURNG THE RAINY SEASOI (OCTOBER i TO APRIL 15). ALL IF MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCRON OF TEMPORARY EROSION CONTROL MEASURES NIEN RAIN IS IMMINENT 3 DEWCES 9100 ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TIlf DVQhEMNG INSPECTOR. 4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEICES TO MRKTNG ORDDER 70 THE SAIMACNON OF IRE CITY ENGINEER AFTER EACH RUN -OFF PRO �'w vV RATir'FALL. 5. THE CONTRACTOR SHALL INSTALL AM71C NAL EROSION CONIRO MEASURES AS MAY BE REAIIRED BY THE CITY ENGINEER DUE 70 AN ACOWLET GRADING OPERATION OR M00'ZIN CIRCUMSTANCES NIICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ArcL UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROWDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8 GIRAD£D AREAS AROUND THE PROECT PfIWMR MUST DRAIN AWAY FROM THE FACE OF SLOT AT THE CONCLUSION OF EACH WYDRK DAY. 9 ALL REMOVABLE PROTEC77W DEVICES 580WN SHALL BE IN PLACE AT THE END. OF EACH WORKING DAY MIEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 CLOT AND OTHER DEBRIS .MALL BE REMOVED AFTER EACH RAINFALL. STORMWATERPOLLUTIONCOAITIROL POSTCONS7RUC77ONBMPIIMPNOTES 1. FOR STORM WATER POLLURON CONTROL PURPOSES ALL RUNOFF FROM ALL NPERWOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCIIARCE 21,TO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE SL;REET ANDfOP, INTO THE PUBLIC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER, POLU770)N CONTROL' SHALL NOT BE MODIFIED WITHOUT A PERMIT fROM THE CITY. J. ALL IMPERWOUS AREAS NNIN TH£ SITE SHALL DRAIN TO APFROiUi B 111 FAMIAES AND 10R TO 7URF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOW? PRIOR TO DISCHARGE FROM THE SITE ALL IMPERIOUS AREAS MUST SLOPE TOWARD THE APPROO BlIP%MP FACILITY AND /OR THE TURFILAAIDSCAPED AREAS. 4 NO DRAINS SHALL BE INSTALLED IN HARDSCAPE,, DRIVEWAYS OR ANY OTHER IMPFJRWWS AREA UNLESS THE ROW FROM THE DRAIN DISCHARGES 70 AN ADEQUATE IMPAIR 5 DIVEWAYS SHALL EVOLVE A MNNr9TJM 2K uiwS uOPE TOWARD THE WI NF AREA lac HAWF ANu"THfR APPR00 DRANNAvc SiPMM THAT IS ARGO TO COLLECT RUNOFF AND DISCHARGE- IT TO AN ADFOI.AIf }MP/BMP. 6 ALL STORMWATER IMPjRW FACUBES SHOOK HEREON MALL NOT BE MOOFIED OR ALTERED NTHOUT A PERMIT FROM THE CITY 7. THE INSTNJA77ON OF ADDIRONAL IMPERIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED GR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED 6 ALL EXISTNG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERMS, NON- COMBUSTIBLE ROOF THAT WL NOT ALLOW RAIN WATER TO Ei /iiD t E ui DSDRE aC- uN D.C'w'RE .0i1JA'i BE L wVnBLE nri'D LOCKED NIEN NOT xN U A BEdiM wY1&l BE LA1,C1 � I CD n, ni OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSMAI AND TO PREVENT ANY ROW DE STORM WATER THROUGH THE TRASH ENCLOSURE AREA. TIE BERM CAN BE CONSTRUCTED NOE AND RAT 10 ALLOW ROLLING OF THE DUMPSIER IN AND OUT THE ENCLO3mc SHALL BE SELF CONTAINED OR MAY HAVE A DRAW THAT DISCHARGES THROUGH AN' ADEQUATELY 9ZEO OLj +N2ASE SEPARATOR AND IS THEN HLTERLD THROUGH A CITY- APPROVED HYDROCAIOII FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SY57EM, NOT 70 PLANTERS OR THE S70RM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REWIRED FOR THIS SIRUCTURE. SAN DIEGUITO WATER D1S7;D'CT NOTES. L WATER MAINS, LATERALS AND APPURTENANCES STALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIRCA71ONS OF THE WK -RENT WATER AGENCIES' STANDARDS 0AWITTLL (WASC). 2 REVIEW OF NIS PLAN BY SAN DIEWl70 WATER DISTRICT DOES NOT CONS777117E REPRESENTABOI AS TO THE ACCURACY OF THE LOCATON OT, 01Y THE EXISTENCE OR NON- LXISTLNCE OF ANY UNDERGROUND UBLITY, PIPE OR STRTICTURE WINN THE LINTS O THIS PRO,ECT. J. ALL EXISTING FAMIIES WINCH MAY AFFECT FINAL DESIGN, LE, LINE CROSSNG, LK PARALLELING OR PROPOSED CONNECTION SIRALL BE RfLD WERNRED ALL EXLSDNG OR PROPOSED UTILITY QN657NG NIHLN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON IMPROW£MENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GWEN WRITTEN PERMLSSIUN BY SAN DIMITO WAIfR DISTRICT. 4. CONTRACTOR AND ONVER ARE RESPONSIBLE TO RELOCA7E AND /OR AONIST TO GRADE ANY M17NG WATER FACILITY (RRE HYDRANT METERS VALVES VALVE BO)ES, ETC.) NHICIH IS AFFECTED BY THEIR PROECT ALL AfTECMD WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COW#Tff (WASC) STANDARDS IF FACIU71ES DO NOT MEETI STANDARDS, BEN MY SHAH. BE UPGRADED TO CURRENT STANDARDS AT 7Ur ONN£R'S EXPENSE 5. UTILITIES 70 MAINTAIN MINMUM 5400T SEPARATION WHEN PARALLELING WATER &TIES 6. MINIMUM HORIZONTAL SEPARATION OF I0 -fEET REQUIRED BETWEEN FRE HYDRANTS AND SAN DIEGO GAS AND EL€CTRIC VALRIS 7 ALL WATER SERIC£S TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 7RAV20 WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSNUCTI01 OR REPAIR OF ALL POTABLE WATER SYSTEM UFEC71W JANUARY 1, 2010. IN COMPLIANCE WIN THIS LAN; THE MINOT 91ALL REWIRE ALL MATERIALS TO BE ir0 -LErw BRASS PARTS 9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS. AND SERICES 91ALL BE PROVIDED NTH CAINOOC PROTECTION IN ACCORDANCE NPN AV-17 OR WD -16 DATE I BENCHMARK 9 ENCINITAS CONTRY _STADON 1024, PER AFCORO la/ict OF SURWEY N0. 18416 FIffATCN.- 178.543 DA7LI.M• NAWD 88 AS BUILTAPPROVALS CONCRETEWASHOUT CONTRACTOR SHALL ESTABLISH AND U5E AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 97E. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIWNG WATER. CONTRACTOR -WALL POST A SM DESIOVA17NG THE WASHOUT LOCATION CONSTRUC770N SI TE ACCESS A ST4 ffi R COYSIM)0ON 57TH ACCESS S74LL BE PROWS FOP. VENCIES fGIESE AAV INGRESS 70 PRE1611IT NZ40YONG DIRT C F SI7E. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLAMS. CkYSTRUCi NVEHICLES A SPECIFIC AREA AWAY FROM CUTTERS AND STORM DRAIN SHALL BF DESIGNATED FOR CONSTRUCTON IEHICLES PARKING. VEHIOF RERUEUNQ AND ROUTINE 0UPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. ERMN CONTROL ER09ON COINIROL MUST BE PROWDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RE57STANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE MIND COVER WCETABON, AND B^S4"a' RBEI,, MATRIX. NO EXCAVATION AND GRADING ACIDITIES ARE ALLOWED DURING OFT NEAMR. DIVERSION DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND IRE CONSIRUCTIOIN 517E CONTRACTOR SFLALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY ERSON CONTROL MEASURES. REMOVE EASING WGETA17ON ONLY WEN ABSOLUTELY NECESSARY. LARGE PROECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL 6ROIND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE u s, N TEMPORARY VElETA77ON MUST BE PLANTED ON SLOPES OR NIEW CONSTRUCTON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL Fb rffi S. LROSONI SHALL BE PREVENTED BY PLANTING FAST -WONNG ANNUAL AND PERENNIAL GRASSES TO 317E-0 AND BIND THE SOL PLANT PERMANENT W5FTAI70N AS SOON AS POSSIBLE-, EXCAVATION AND GRADING ACRK71ES ARE COMPLFIE. WATER USAGE FOR DUST CONTROL SHALL BE MINMIZED. ONSTTEC0NS7RUC770NMA7ER/AL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE COVIRACTOR SHALL STORE THESE PRODUCIS WIERf THEY WIL STAY DRY OUT OF THE RAN. CONTRACTOR SHALL PROVIDE SECONDARY CONTANMENT FOR ALL FUEL STORED OY 57TE LAMINATE OR RMYCE POILURON OF STORMWAMR [RGWV STOwC°IiES KEPT LN -,VIE S70r.,KP7'..ES MAY INCLUDE SDI, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE; ETC STOCKPILES WALL BE LOCATED AWAY FROM CONCENNRAMD STORMWATER STORMWAIER ROWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZA77ON MEASURES AND ,°IROWDED NTH A TEMPORARY SEDIIENT BAIRRlER AfROIAkO L HL PEPJMfTER AT "n] L TIMES TRAINING CONTRACTORS' EMPLOYEES OW PERFORM CONSTRUCRON IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMUAR NTH THE CITY OF DVOKITAS STORM TER POLLUTION CONT>?O RE4mj!REMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EWENOVE WDRK.INO ON SITE IHE PROPERTY OWNERS) AND THE PRIME CONIRAC70R MUST INFORM SUBCONTRACTORS ABOUT S70RMWATER REQUIREMENTS AND THEIR O1W RESPONSIBiUM WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY D15POS7NG OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASW PRCOUCTS ON THE CROW, WERE WAIire CAN CAirKY INEM INTO THE CONVEYANCE S MM IS STRICTLY PROHIBITED NO SEEPAGE FROM ANY DUMPSMR 91ALL BE DISCHARGED INTO STORMWA7ER lERMS%IMCES STALL BE PLACED AROUND ALL DLMVPSTERS 70 DIVERT THE . NATURAL STORM RUNOFF. DLIMPS17ES SHALL BE CHECKED FREW&ILY FOR LEAKS DUMPSIER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSMRS WITHOUT UDS SHALL BE PLACED WITHIN STRUCTURES NTH IMPERIOUS ROOTING OR COVERED NTH TARPS IN ORDER 10 AVOID RAIN CONTACT NTH ANY 7RA91 MATERIAL MANY CONSTRUCRON MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE; WM,, AND CLEARED WGETA17ON CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS W4S7E FOR B.rORMAWN ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL /R AT ON 714 -1195. FOR NFORMAT70N ON LANDRLLS AND TO ORDER DUMPS)IRS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT O r EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 21 M_ PORTABLE TOILETS MUST BE IN GOOD AWNG ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROWDE SECONDARY CONTA#WNT AND LOCAIE PORTABLE 7011M AWAY FROM STORMDRAIN INLETS ON PERWOUS SURFACES ALL CONSTRUCTION DEBRIS WALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONIRAC706I MUST ROU77NEY CHECK AND CLEAN UP MATERIAL THAT MAY HALE TRAVELED AWAY FROM CONSTRUCTION 3TH FOR MORE INFORMATION ON STORMWAIER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF EIMTAS AT (760) 633 -2770. L THE EXISTENCE LTIDN OF UNDERGROUND UTI' Y PIPES AND STRUCTURES SHOWN CAN THESE PLANS WERE GDBTAINED BY A SEARCH DE AVAILABLE RECORDS 70 THE BEST OF OUR KNOMEDGE THERE ARE NO LXLS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS HOWEVER• THE CONTRACTOR IS REOMWED 70 TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY M71MG UIXITIES OR STRUCTURES LOCATED AT ME AORK SITE IT IS THE CONTRACTOR'.i rcEgOISwuNii TO CONTACT THE f0iLOMNG OWNERS OF SAID U7IVRES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIRCARON AND LOCATION OF UTILITIES AND N07IRCA7701V OF COMMENCEMENT OF WORK.• A. SEOERS - CARDIFF SWTARON DISTRICT - (760) - 633 -2700 w GAS It ELECTRIC - MIXF - (760) 438 -6200 C. WATER - SAN DIEGUNTO WATER DISTRICT - 1 -800 - .227 -2600 A TELEPHONE - SBC BELL - (760) 489 -3411 E C46LE TV - COX OC1MMrilMa",n MONS - (760) 806 -9809 X2233 2 CONTRACTOR -WALL NORFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGNNING ANY NDRK ON TNS PRaIECT PHONE: (760) 633 - 2770.. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECRON. PHONE• (760) 633 -2770. ALL NORK PERFORMED WITHOUT MWERT OF INSPECTION NIL BE SUBIECT TO REECTIO N AND REMOVAL. FMP ER V 10 U S A R EA S UMMA R Y IMPERIOUS AREA PRIOR 70 CONSTRUCTION.• 4,011 SF IMPERIOUS AREA RATER COI57RUC70Y 3,130 w IMPERWOUS AREA DRDREASED.• 82197 TAVpERIWS AREA NEW AW REMOW 19 AND REP LACE.• 3,190 5F STORM WATER STA7EMENI, TINE 810- fZ IRA NON BASINS HALE BEEN SIZED USING THE SIZING FACTOR OF 4Z OF IRE NEW AND REMOVED AND REPLAOPi IMPERWOU5 AREA. 3,190 SF X 0.04= 126 SF REQUIRED 140 Sr PROVIDED. ONWER 2374 LLC 112 15TH STREET 1188. DEL MAR, CA 92014 SITEADDRESS 2334 NEWCASTLE AVENUE CARDIFF CA 92007 ASSESSORS PARCEL N0, 261 - 052 -19 DATEOFSURVEY FEBRUARY 19, 2016 LEGAL DESCRIPTION LOT 12 AND I3 OF BLOCK 17 OF CARDIFF IN THE CITY TE EhfCFNTAS COUNTY OF SAN DIE04 STATE DE CALIFORNIA, ACCORDING TO MAP INSKOF N0. 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY NO"HER 14, 1910 LEGEND PROPERTY BOUNDARY PROPERTY LINE/RICHT OF WAY SET BACK LINE EXISTING CONTOUR EXISTING ELEVATION NEW CONTOUR NEW ELEVARON DRAINAGE SWALE DIRECTION OF FLoW CONCRETE PAY�,.IIENT CONCRETE MASONRY RETAINNG WALL BUILDING RETruNFNC WALL PER ARCHITECTS PLAN OWNERSCER77FICAIF AC PAVEMENT I (OE) HEREBY CERTIFY THAT A REGISIER£d SOILS ENGINEER OR GEOLOGIST HAS BEEN OR BID- RL IRA TIOIN BASIN WILL BE RETAINED 70 SUPERWSE Off ALL GRADING AC77WTY AND ADWSE ON THE PRIVATE CATCH BASIN. COMPACTION AND STABILITY OF THE 577E. PRIVATE GORAWTY STORM DRAIN PIPE I IMF) HFRFRY Af pFF TO INDEMNNIFY DEFW AND HOLD CITY AND CITY'S OFFICERS, rrclVAit wrAWTY SEWER LATERAL OFFICIALS, EMPLOYEES AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL UABUTIfS CLAIMS OE -MANDS CAUSES OF ACRONS LOSSES DAMAGES AND COSTS PRESSURE PIPE INC LIVING ALL COSTS OF DEFFN F P ERFOF ARISING OUT OF OR IN ANY MANNER PRIVATE SUMWAW PIPE CONNECTED OREM Y OR INDIRMI Y NTH ANY ACTS OR 0MIS3ONS DE OWNER OR OWER'S AGENHIS EMPLOYEES, CONTRACTORS SUBCONTRACTORS OFFCALS OFFICERS, OR POINT DE CONNEC7ON WJWEZNTA171 rCR ANY AND ALL WORK WW Cw'SNUCP,ON COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPER R PUBLIC EASEMENTS I - 70ATURE DATE.• .� - • ` I t rim a NOW ou ss ffftf of CnQ NGwcF%STI.E ][P LLC STATEMENT OF ENGINEER OF WORK THE UNDER.51ONED ENGINEER A6RSES THAT THE NWK PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENFRALLY ACCEP ED STANDARDS AND PRACTICES DE THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND RMILAT70NS REQUIRED BY THE CITY OF ENCINITAS TO THE EMT THAT THE ENGINEER COVIROS SUCH PERFORMANCE. THE FNC,INFL77 AGREES THAT ANY PLANCIECK OR REWEW PERFORMED BY 771E CITY OF ENwNITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINABON BY THE CITY OF ENCINITAS OF THE MCHNCAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBIUTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER .AGREES TO INDEMNFY AND HOD HARMLESS THE CITY OF ENCINITAS AND ITS OFTIM,, AGENTS AND EMPLOYEES PROM PROPERTY DAMAGE OR BORkY INJJRr ARISING SOLELY FROM THE NfCLTGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND NSIHER AGENTS OR EMPLOYEES ACING NTN7N NNE COURSE AND SCOPE OF SUCH AGENCY AND EMl90YMENT AND Al83NG OUT OF THE WaW PERFORMED BY THE D64M , SIGNATURE V x J-•�--- DATE I ak, MNC£NT L SAMPO /1 !fi,77Zm S!7l±BDL S2 X 82.23 83.30 ��iB3 83.30 ADDRESS 171 4"Y R& E OTT &VWT G A4 AW2 f $IZIAN M. A(Z -Po L.I No o SSE PHONE NUMBNUMBER: PW)- 436 -8668- Q �1 to rz RtE EXPIRES ?ASGo I -ARL�f SJIT6R * 1o155oGIA ?ES 935 N. NvJY lol , SutTE A , SOLANA6EAL4, CA SOILS ENGINEER'SCER77RCATE (85 %) 259 - %%12. LwRis E LILLYACK, A REGISTERED OIL LNGNEER IN THE STATE OF CALIFAC NIA, PRINCIPALLY DOLING BURNESS IN THE RELIT OF ?ROFESSI APPLIED SOIL M£CIIANICS HEREBY STATE THAT !T IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY DE THE SOL CONDITION FQ 0� Epward �Ngl�y PREVALENT�WITHIN S SITE AS M OR UWR MY OBECBON ON MAY 1, 2018. ONE COMPLETE COPY OF THE SOILS REP �r 5 COMPIt .., IUDY, EC 'ENDATONS D , HAS BEEN SUBMITI TO NIE OFFCE OF THE CITY ENGINEER FURTHERMOZ No. 35007 F A HAWS REIE ! SAN IT IS OUR PROF£S90NAL OPINION THAT THE R£COANDMABONS INCLUDED IN THE RfP(MT FOR AIED IN IHE TRADING PLANS AND SPECN7CATIONS EXp I SIGNED. sr�TF CIVIL JOB NUMBER. 3543 -5) GEOMK,, INC. 71O E , IRROGE AIE SII1M 1D5 CORONA, CA 92679 EARTIIWORKDATA MAXIMUM 077CAL DEPTH OF CUT = 14 FEET MAXIMUM W?RCAL DEPTH DE RLL = 2 FEET CUT = 1,354 CY RLL = 60 CY EXPORT 1,290 CY REMEDIAL = 419 CY (30' REMOVAL AND RECOMPACRON UNDER, AND 5' 0U7SVE OF BUILDING AREAS) DISTURBANCEAM 7455 97 SMPPRO1ECTST4TUS STAruAriu i FIELD OPERATIONS i PLANNINGDINS/ON I PARKS AND RECREAT/ON i SAN DEGUITOWA TER DISTRICT } ENCINITAS FIRE DEPARTMENT G LrA �ff0 y, cJ W � d �0S I�ilyuQi cc Dl = c0 72 0 tVl v' M o Q N � i z to zit c® �� T, ,� 10- 2z -1 R' �o -22iB i la 1 S1 DATE SIGN DATE SIGN DATE SICn1 nATr iGN. DATE z Is !MANN Br. I HECVIS Br ENGINEERING DMSIONAPPROVALS C/ TYOFENC/ NITAS- DEVELOPMENTSERV/CESDEPART�IENT DRAWINGNO, AD Is TNT DA IF PLANS PREPARED UNDER SUPERW90N OF l7ECO MENDED: AP . _n' GRADING PLAN FOR.• 23.34NEWCASTLEAV UE PUBLIC NMKS DATE : iz ONENS 6nw�rso ,�„ L TW /NHOMES 1 13906 -G W PLANNING / y[ REWENER 1�--/ °Cv �^^'-� R.C.E. NO : 44173 Q //� APN.2641 -ice 19 ' INTENT L AMPD yi ' INSPECTOR ENGNEER OF NORK EXP. 6 30/19 DAZE -� DATE PLANNING CASE Na 1$ -D45 1 SHEET 10Fd ; COA'STR NA'OrEs. L THE EXISTING APNY AND BOUNDARY SHOWN HEREON BY PASCO LAR£T SUITER & ASSOC. DATED 2 -19 -16 2 A PRELIMINARY ITIZE Rc "' FREPARED BY FIRST AMERICA 97LE COMPANY DATED OCT08c`R 31, 2017 AS ORDER N0. LGC -557 AND REVIENED FOR EXISTING ON -SITE EASEMENTS SAID TITLE REPORT REVEALED NO EXISTING IS J. LASING ANY PROPOW Omi'£AD SERVICE LINES TO THE PROPERTY FALL BE INSTALLED UNDERGROUND. COORDINATION NTH 500&£ BE DONE BY OWNER OR ARCHITECT. 4 /F ANY MONUMENT IS DISTURBED OR DESTROYED HALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A COVER R£CJPD MALL BE FILED W E COUNTY PRIOR TO RELEASE OF OCCUPANCY. 5. ALL STREET SIGNS LIGHTS LAMP 1171177ES ETC LOCATED THE PUBLIC RIGHT -OF WAY _WA BE PROTECTED IN -PLACE Dirk G C NUCTI CV OR REPLACED TO ACTION OF THE CITY ENGTNEE 6 ALL EXISTING U77LI17ES SHOWN HEREON ARE APPROXIMA CONTRACTOR !fY HORIZONTAL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTING NEW 1 OVEMENTS ENS AND PROPOSED OVERHEAD UTILITY SERVICE IVIES TO THE P?L>PF ?TY STLeLI aE 1u,TA,LLED UNDER D CCKiRD1NATE WITHH SDRRG &EppPRIOR TO CAAONNSIIRRpRUUC770�N g� p�q /y�W ANDPATOAPPRIX'RIAIE ADDID7)ONAL EA50NS AS TO BE BLE ANON OIBLE FR GS STREET OR ROADWAY FRONTING THE PRMRTY FROM EITHER DIRECTION OF APPROACH. 8. THE STANDARDS DEVELOPER SHALL INSTALL THE WATER SYSTEM ACCORDING TO WATER AD2NGIES, (WAS) 9. NO OBSTRUCTION OF RO�WAYS DURING CONSTRUCTION ALL ROADWAYS SHALL BE MINIMUM LE 24 WRIOF IN IN DURING £ NTH THE AND DrurMtiAl�FRtG rt FREE ar FNR[7N�AS RE DEPARTMENT 10 10. THE PRIVATE SEWER PUMPS VALALLL BE LIICATED ON PRIVATE PROPfRTY AND SHALL rNAVITYDRAW TO DA NIHIN THE ISSUANCE BUC A T F W £ PERMIT SENOR PUMP ALREEMENT SHALL BE CUBIC MINIMUM OF I A34AN DE TS RT R ZDNA SMOLAT0NRH1LW OR APPROVED O OL 12 STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES 13. 80TTDM OF WALL ELEVAIRS SHOWN HEREON MAY VARY BASED ON SOIL ENGINEER RECOMMENDATION DURING CONSNUCIIM 14. ALL IMPROVEMENTS IN THE PUBLIC RICHE OF-WAY NOT BUILT TO SAN DIEGO REGIONAL STANDARD ORAiWNGS SHALL BE PRIVATELY MAINTAINED. 15. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILIDES NOT MODIFIED OR REMOVED NAHOUT A PERMIT fROM THE CITY 16. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE HOOIAED W THOU T A PERMIT FORM THE CITY. 17. EXTERIOR CONCRETE FLAF"K SHALL CONSIST OF A MINIMUM OF 4-INCH THICK CONCRETE WTH RLINFORCEMENT AS RECOMMENDED BY THE PROJECT STRUCTURAL ENGINEER CONTROL JOINTS PER STRUCTURAL ENOINE'cR. REFER TO SOIL REPORT FOR AWRONAL R£cCOiM£NDAPONS mm KEY NOTES DEMOLISH /PROTECT IN- PLACE( 1. DEMOIISH EXISUNG WOOD FENCE 2. DEMOLISH EXISTING BUILDING J. DEMOLISH EXISTING DECK%PADO 4. DEMOLISH EXlSOG 79EWALK 5 DEMOJSH EXISTING WALL 6. D61WSH EXISTING STEPS i 7. DEMOLISH EXISTING SHED I 8. DEMOLISH EXSTING CAT ASIN 9. DEMOLISH EXISTING TREE I lO DEMOLSH ry) DRIVEWAY g� 11. PRO ]E PAVEMENT IN -PLACE 12. P CT 8" .SEWER MAIN IN -PLACE I 7ECT 6" AC WATER MAN IN-PLACE - -- 1-Q s - - - - -- ---------- - - - - -- - -- 14, PRO7tCt8 "AC WA TER MAMIIN-PLACE I I _ __ SURVEY MON!WNT IN -PLACE i 15 PROTECT EXISTING o ^ I I 16. REMOVE EXISTING GAS MEIER AND REUSE FOR NEW RESIDENCE LF FEAS/BIE E 17. REMOVE EXISTING ELECTRICAL METER AND REUSE FOR NEW RESIDENCE IF FEASIBLE I WALL AND FENCE COMB#VA116N NOT 70 EXCEED 4.0 18. PROTECT WALL IN -PLACE _ MW SOUD N)RN FRONT YARD SENACK f£NCES y I C EXCEEDING 4' H1G�Il MUST BE 50$ OPEN. TOTAL WALL € C+ 43. "; 19. PROTECT TREE IN -PLACE a - p an , r rn nn nnr cnwuv me -N[ 7649 AND Ft7VfE fEKIf1 cuxuiNAnuv uorvwuf uuw 6D 2 . WATER SERVI AID WA,�„ 4, EP, ,Y 8E UPGRADED FOR , I Sltv_L .� +Ch'Y rruz,,c> „a © 111O FENC1 WILL BE COT AS NECESSARY FOR TOTAL 1 � BIM 749t HEIGHT 70 REMAIN TINDER 60' lilQl i 1 Sf£ T9l)Tf DOTTER UTTU7lES 8 m 11 NEW IMPROVEMENTS CO _ -_ �" _... - I. NEW RESIDENCE PER ARCHITECTS PLAN \ 1, I 2. NEW GARAGE PER ARCHITECTS PLAN � \ �`��� 1 � .'�`J.�y 11 5 ��10• � � � G� i°�# � �� �15 � r �' ' . 1 2 ��1 7 , "' ` 1 +. " +` �' 3. PERMEABLE PAVER DPoVEWAY BY LINT -ECO STONE OR APPROVED EQUAL PER DETAIL f7 06 1$ { � 4. CONCRETE SURFACE PER CONSTRUCTON N01E N0. 18 a C` TG 7624 EI ' : , �� ' ¢ _ ¢ 5 _� r15 c 5 91 f3 ti r0% t 5 C(wCREI STAIRS PER SORSO M -26 _� __� 1 lE 74.91 - - sue- \ -� o 1� i i 6. CONCRETE MASONRY RETAMNG WALL PER SDRSD C -1, SEE SHEET 4 FAIR SFI'�1NG I� : Zj/ 4S 2 �� 1 / g 1 B ! l'_?5no, �SDO, 7. 5 �° PCC CONCRETE OVER 6" OF CLASS I/ BASE ALLEY PER SDRSD 6-21 1~ FS �¢ 5 ' y `�'' 2 BSMT fF 67.35 '� 2 � � 6 `vP 7 R/A! 800 7 8. CONCRETE MASONRY RETAINING WALL PER SDRSO C -3 SEE SHEET 4 FOR SHORING (E 66, 57 MAW. > I �, PAD 66 7 !£ GILT L L 1203' 1356' �,i 1 a 3 _ 2 77.7 /E 6 f 0 l_ L L -' - 9. PERMEABLE PALER PARKING AREA BY UM -ECQ S17XVE OR APPROVED EQUAL PER DETAIL B' -- l£ iATERAc io"7.o "7 \ _ILL_ i ' 10. 6" W BY 16" DEEP FCC FLUSH CURB PER DETAIL 'B" 9 7717 TS T/ 38 IST fF 7743 LIGiT 67, 51% 25.53 CONTRACTOR TO VERIFY c 5 _ GARAGE 6 !� BST fF 67.35 16 80 p k E , - 7474 v .r ¢ _�L 11. ROLLING TRASH CAN AREA PRIOR TO CONS7RUCTICIV 2 1 �% ° PAD 66.7 0 2 s �_ ` - W 3 63. v 2 PAO X 15 r 9 12 HVAC CONCRETE PAD PER CONSNUCIION NOTE N0. 18 3 4- .� N 0C 1 5 0 69.80 1 V 1 -_ Q 13 36" N FENCE PER ARCHITECTS PLAN P � 1 2 4 _ �fi L} 1 DAiuwiT �� _ P 1 I 12 .. If 6350 E� ¢ �V, �1 14. AC PAVEMENT STREET TNDENTNG (MIN 4" AC OVER 6" CLASS If BASE COURSE) LINE 1% 5 r¢ E 5 IEsuB 67.65 NP _ -_ 2 CB so- so 3 f LB '� ¢ � f_p$LL ( 15. CONCRETE MASONRY RETANNG WALL PER SDRSD C -4. W -- - ¢ 3 - Q 16. REPLACEMENT CITY STREET TREES WTH 15 GALLON STD LARCERSIROEMIA INDICA 'TUSCARORA' - 1X / $ x 2 CB - �'� 2% 1- 1 ° $ LLL�_t _ S TREE PER LANDSCAPEARah'I"T'SPLANS 1 126 T a (� S _- X69 lG 9.l 2 LLLL 17. 18" WE X 6" HIGH HEIR CUT CUT OF TOP OF WALL FOR DRAINAGE L L L 3 L �> PAD 69.15 i Ce L _ III aE am j 0 1 ��' T IF 67.35 1 0 `F' G nn LL_ - STORM DRAIN /WATER QUALITY !ELATE°" .4 6,'.7 a I 7 s 2 �t ' 1 ;s { 1. PRIVATE 12" X 12" CATCH BASIN BY NOS' OR APPROVED FILIAL v LST IF T743 � E 7" ¢ 1. 2S 4: a 1 n.tl Fs BE, r CONTRACTOR TO VERIFY RAf 7378 2 V s 77.38 BSMT fF 6735 lE 1 ti _ 9 �L L SANLTI� 2 PRIVATE 4" DNA CATCH BASIN BY ?WS' OR APPROVED EQUAL a o �, rxn L� GAR 3 - PAD 66.7 >> . LANE PRIOR ]TI CONSTRUCTION_ 3 v - 5 g R/W L ¢ ^ 3 D'� 10 r4~ J. 4" DIA. PERFOR47ED PVC SUB -DRAIN (SDR -35) PIPE M MIN. 1$ SURE CONSTRUCTIMPERME48LELINERIN V 6 8u7 6d ¢ ° \ ✓ _ y j - LL BASlNSASP MTENDBYSOILENG/NEER, P F fs �- IE 6350 1 __ _ 4 �� S 16 x 4. PRIVATE 6" PVC STORM DRAIN PIPE PER (�R -35) PIPE M Mpd 1$ SLOE 1, q 5$� TTY 1 77.09 2 5. STORM BRAIN SUMP PUMP SUMP PUMP DE57GN BY OTHERS 2" 14 3' > 7 Fr µZu �: �7 t „� L (� I 6 PRIVATE PVC STORM DRAIN PRESSURE PIPE (SCH -40) SIZE BY OTHERS C NU WALL PER t TG 75.6 8 2 g 7. 2'X2' CONCRETE CLEANOUT PRESSURE TO GRAVITY STORM DRAIN NTH REMOVABLE ALLEY 130' fSDff C -4. �A 5-$ = sa `�-- -�� - . ° - 2 '' -� SOLID COWR. �_ / - - - 6. 12'X12" OVERFLOW CATCH BASIN BY WDS OR APPROVED EQUAL .n 1 _ p vFau'�u'`c 12w _.' - - : TCH , .... T7.1 'i 1 1 i DAMIGI}T �J�. :- 11 v },, DD� ¢ J' �4� EXISTING 1 ' _ _. _ y �, ¢ y MA 9. ry st nru rizinATIfxJ BASIN PER DETAIL a' ANv v' CMU WALL PER I -I' ' - r y/ v "da v r _ �' , w j 10 PRIVATE 4" PVC SIORII DRAIN PIPE PER (OR-�) vYr a Mu 1$ Sri SDRSD C -4. 65 "� t - �v ✓ ° v - "" - `' U , Y 11, 70 SF B)O -f1L IRA RON BASIN NTH IMPERMEABLE LINER AT THE BOTTOM BASIN WITH (5•?6S = _ PRIVATE 12'X12' co °' 11 4" PERFORATED STORM DRAIN PIPE SIMILAR TO DETAIL 'A" 9 75.65 CATCH BASIN ❑ { PCC ALLEY FIG 73.20 _- - 7.5' 7.5' K 7565 9 65 12. 24" SQUARE COWRIE ENERGY DISSIPAIDR �\ _ PRlVAIf 6 SOLID WALL - �, 25UV' � 25071 !\\ ! V 24 SQUARE COBBLES FOR w u_y Q NM tTtu�i� YARD SETBACK FENCES UIILl77ES C PER SDRSD G -$ \ /F� � \ 11 " \it i� I ByfRGY Q(SS1P ON DRAIN PIPE BIM T354 W - CE COM�NATION NOT TO EXCEED 4.0 1{fER SUMP PUMP. SUMP PUMP DESIGN BY OTlIERS 1RAFFlC RATED LID. ii i _ I CfEDING 4' H1GH MUST BE 50$ OPEN. TOTAL WALL (� „ -� � �_� i 1 12" MIN. ENGINEERED SOIL AND FENCE HEIGHT COMBINA770V CANNOT EXCEED 6.0' { 2 2'x1 CONCRETE CLEANOUT PRESSURE TO GRAVITY SETTER TWIN TRAFFIC RAiLD _ J_i j_ j _t IL0j FENCE N1LL BE CUT AS NECESSARY FOR TOTAL I 6" TNI LAYER -� V i { 1MPERMEA�LE LIN RiBELO CHOKER COURSE-2" NOTE ..HE FLIT TO REMAIN UNDER 6.0 HIGH _ ( 4" DIA Btf V ' i j „ 3 4 DIA (CAVITY SEWER LATERAL PER . SDRSSD SS -01 OF 3f4' GRAVEL. » - PLRFORATED PIPE AT ,� 4 DIA PERFORATED TTOM GRAVEL LAYER' TO NO. B AGGRECA7E I . 3 , T ' ' ' _ - _- -- ✓ 4. PRESSURE SEN£R SERVICE. (DESIGYV BY OTHERS) PVC SUB -DRAIN - - - - - -= - - =� - - - j � 7 °S;iR -35 PIPE lE 7354 PER SOIL ENGINEER - - - 5. DISTRICT TO INSTALL i" COPPER WATER SERVICE AND DUAL METER PER 05 -09 t REtOMMENDAHONS FOR DOMESTIC AND 1' FOR FIRE SPRINKLER AT OWNERS EXPENSE BID - FILTRATION BASIN =NT �1 �..�._.. LIw nvAUmurr rAlN1ENANCE AND n "EMOV& +fNGYNE£R£O S% LAYER SHAH BE MINIMUM 12' DE PSANDY LOOM SCVI MIX �7H NO � AGREEMENT RECORDED OCTOBER 2 2018 MORE THAN 5$ CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60$ SAND, 20-30$ COMPOST DR HARDWOOD MULCH, AND 20-30$ TOPSOIL � AS DOCUMENT N0. 2018- 0410539 Or O.R. TILE EFFECTIVE AREA OF TIE BASH' SHU BE LEVEL. W / �/ PRIVAIF SCR E,ECIOR PUMP MAINYMANOE NEWC'ASTLF A VE AGREEMENT RECORDED OCTOBER 2, 2018 24' MIN. 70 EDGE OF PAVEMENT t ,: i THICK PAVER / 'i 8f MG COURSE - 2' IHICK OF W TO 318' (NO. 8) AGGREGATE ,-SA WYIT LINE REMOVE LACE aWER COURSE - 4 T' OF if EMSTTNG AC PA -318' TO 1I 12 N NO 57) CRUSHED ROCK GRIND FROM SAWCIlT T VOID FILLER - 118' TO 318' (N0. 8) T r OF 1.5' 7HFN SEAL AGGREGATE IN ADS I " OVERLAY TO MAICr! FA7SRNG AC 18' �, p EXISTING AC C7 .. - 16" MIN\ PAVEMENT & BASE \` PROTECT IN PLACE AC PPAAa[NTW SEE K£Y NOTE 14 90% CAIIPA07ED SUBGRADE E EDGES R NTS L + AS OOWMFjVT N0. 2018 - 0410559 OF OR R Fl1LER - 1/8. CGREGATF N l� /� � DEEP f0 G-i ato Y tGt�VniinE CTtcrt XrAoLc'LPvcR tiff L BASINSASRECOMMENDBYSO ILENGINEER' APPROVED PERVIOUS (RAND NHERE OCCURS) 11 BEDONG COURSE - 2' I NCK OF W/ MIN. 3/8' �`_ LB, I L» 1�• Tp : /B� B,� �\ r _ ,rr,�r,YrYrY�a 1 7.50' 21.0' CMU WALL PER 5.5 }ice ' L 'A GA7 CMU WALL PER > 200' SDRSD C -4.1 SDRSD C -4. CHOKER COURSE - /4 ° "THIrx (E No 0 I2 o f4RgGL Clu..tl�iROG�C� PERMEABLE PA _ R DRIVEWAY � p mu 60 LTHICK O f T/40 � 5 R 1-3.65 - SOK SiiBGRADt� f - - , FG 7510 \/ / �� APPROVED DAZE BENCHMARK ENCINITAS CONTRA STATION 1024, PER RECORD OF SURVEY NO. 18416 ELEVAADN.• 178543 DA 711M.- NAND 88 6" TriICK LAYER g" W g" Nu B Aiwiccv"Aic W1111. ' OF 3/4' GRAiEi. , r � . „ ( -� � � �� , I IMPERMEABLE LINER BELOW 4" DIA PERFORATED PVC 6" MIN PERFORATED PIPE AT BOTTOM GRAVEL LAYER SUB -DRAIN (SL7R -35) PIPE PFR SlUI FAr -WFFR DRI UEWA Y PROFILE B/D FIL TRA T/DN BAS /N RECGMfMENDA77 s - 'Is SCALE 1 "-10'\ lj ►INGINEM SOIL LAYER SHALL BE MINIMUM 12' DEEP`S4 Y LOAM SOIL MIX N TH NO MORE THAN 5$ CLAY CONTENT- THE MIX SIIALL CONTAIN 50 -60$ SAND 20-30$ COMPOST OR HARDWOOD ATULCH,, AND 20-Jff TOPSM. ME EFTEC77W BA51N *ALL y -ALL AGGREGATE MUST BE CLEAN ASRIED AND FREE OF fNES (SAND SILT ETC.) -TIE PAVERS SHALL D BE ONCE THE .� F � HA BEEF km -EACH COURSE MALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT C -NO IMPERVIOUS LINER OR AL7ER FABRIC 1-S TO BE USED - SPECIAL APPROVAL REOUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBQRAIN LIRSE MAY BE ffialRED 10 AS -BUILTAPPROVALS •" '•' ` Ir ANT DALE B' ENGINEERING DMSIONAPPROVALS RECD ENDED: '- - WIMM�� ONfNS )�� 12-I 19 f' Zo /$ DATE DATE CITY OFENCI WAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR 2334NEWCASTLEAVENUE TWIN HOMES I APN.'26f.052I9 PLANNING "x Nu la" -045 DR CYJP AO PLANS PREPARED UNDER SUPERVISION OF DATE : l7 / -_� o� ----� R.C.E. NO.: 44173 MNC£NT L. SAMPO I ENGINEER OF WORK EXP. n^ 30119 PDBEIG NvRKS PLANNRVG fflo R C(7 7T ccn 1 NSP£CIOR I 1" = lo' Q(zOFES3 /o, S9 0 No. 44173 06 -30 -1s C1V1i- e OF Chi \F'� DRAWING NO. 2 02 ILz R� 7 W v �� Z� W ON NOTES KEY NOTES 1. THE EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY PASCO LARET SUTTER & ASSOC. I r DEMOLISHIPROTECT IN -PLACE WALL AND fE�CE COMBlNA�7C NUT TT�LL`�X�E 4.0 � I DATED 2 -19-16 ` \ HIGH SOLID W INiN FRONT YARD SETBACK, WES I 3 EXCEEDING 4' HIGH MUST BE 50% OPEN. TOTAL WALL F=93.5 .1 I 1. DEMOLISH EXISTING WOOD FENCE 2. A PRELIMINARY TITLE REPORT WAS PREPARED BY FIRST AMERICA TITLE COMPANY DATED 77.09 AND FENCE HEIGHT COMBINATION CANNOT EXCEED 6.0' * 2. DEMOLISH EXISTING BUILDING OCTOBER 31, 2017 AS ORDER NO. LGL-5576250 AND WAS REVIEWED FOR EXISTING ON -SITE 11 HIGH, FENCE WILL BE CUT AS NECESSARY FOR TOTAL SINGLE STORY HOUSE \ j 4. DEMOLISH EXISTING DECKIP TIO EASEMENTS. SAID TITLE REPORT REVEALED NO EXISTING EASEMENTS. Q ( 8JM 74.92 HEIGHT TO REMAIN UNDER 6.0' HIGH. J \ I t� 5. DEMOLISH EXISTING WALL 18 8 i rp I Lu ��" I' ( ' �p _ 6. DEMOLISH EXISTING STEPS b 1 4� �O - - - -_-_._ ' 1` gyp• , 11 - T. DEMOLISH EXISTING SHED 3. EXISTING AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL BE 12 11 yR g 1� X 5 1p op JJ 5 X) 10 1 � ` ' INSTALLED UNDERGROUND. COORDINATION WITH SDG&E SHALL BE DONE BY OWNER OR ARCHITECT. I p1 jo 11�h 5 p11 15 ' p1 ^ , X80�1 \ 6 e. DEMOOLISH EXISTING CATCH BASIN N59' ' 120.00' o \ 10 ' Q� 9. DEMOLISH EXISTING PALM TREE 8a PAL " _ c'0 4. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND --- - _ -. P io w m_ "�' _1 _ \ 10. DEMOLISH EXISTING DRIVEWAY �. -- -' 11. PROTECT EDGE OF AC PAVEMENT IN -PLACE SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. a .. / ` TC 77.09 8 u 4 CB .- v > v e • 1•. 8 p1 9 10 12. PROTECT 8" SEWER MAIN IN -PLACE 4 1E 74.92 -> _ -u su�T suss e • __ -. - G 10• �,. 16 13. PROTECT 6" AC WATER MAIN IN -PLACE -- - - - 2 \ J X 80.4 _ 9 14. PROTECT 8" AC WATER MAIN IN-PLACE 5. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT -0F -WAY B F 1 B 25 I 25 DO' 15. PROTECT EXISTING SURVEY MONUMENTS IN -PLACE SHALL BE PROTECTED IN -PLACE DURING CONSTRUCTION OR REPLACED TO SATISFACTION OF THE i%� 5% 122 15 % 2 ° 2 7 3 , % 16 79.25 I 1 16. REMOVE EXISTING GAS METER AND REUSE FOR NEW RESIDENCE IF FEASIBLE CITY ENGINEER. 7 j �= ¢ > 1200' 1356" 17. REMOVE EXISTING ELECTRICAL METER AND REUSE FOR NEW RESIDENCE IF �' . 121 109s� l!J TG 79.2 9 p 1 t- > 3 2 I > LL 2553" FEASIBLE !E LATERAL t67.40 9 lST fF 79.5 /E 68.D 7g.1 L 18. PROTECT WALL IN -PLACE 6. SEPARATE SEWER LATERALS SHALL BE PROVIDED FOR EACH UNIT, OR IF A SHARED LATERAL 13 GONTRAC70R TO VERIFY I. 9 cn 78.46 FS G 78.87 FS BSMT FF 69.3 IJOHT NEZL 4 5 0 10 GARAGE 8! S USE 9 DESIRED A JOINT USE AGREEMENT SHALL BE RECORDED. SHOULD GRAVITY SEWER NOT BE ff 7191 L 19. PROTECT TREE IN PLACE PRIOR CiONSTRUC,01, d TG 77.53 2% l � h PAD 68.6 4 93 � , 4 L+ i I FEASIBLE A PRIVATE SEWER EJECTOR PUMP SHALL BE REQUIRED TO SERVICE THE PROPERTY. THE RIM. 477 2 3 1 1 PAD 7122 , . d -P g g 20. WATER SERVICE AND WATER METER TO BE UPGRADED FOR FIRE SPRINKLER us ar our .1 ` y PUMP SHALL BE LOCATED ON PRIVATE PROPERTY AND SHALL GRAVITY DRAIN TO THE MAIN WITHIN ; . 3 X 75.7 1 2 ° 15 5 TG 71.87 i SEE NOTE UNDER UTILITIES 4.4% ' % 0 2 z 4 THE PUBLIC RIGHT-OF-WAY. A PRIVATE SEWER PUMP AGREEMENT SHALL BE REQUIRED PRIOR TO ° I 24.0% K¢ POC `N 4 LE 67.66 ` l L q ISSUANCE OF A GRADING PERMIT. DAYLIGHT v IE 6805 2 Q CB ---�� P, NEW IMPROVEMENTS ❑ LINE t% 6% P -- e s 79. 5_ ss s ° . p� -- - 5� I Cr' 7. ALL EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE, CONTRACTOR TO VERIFY 7gO - 5 - - i. NEW RESIDENCE PER ARCHITECTS PLAN HORIZONTAL LOCATION AND ELEVATIONS PRIOR TO CONSTRUCTING NEW IMPROVEMENTS. EXISTING 1 ' h i 2. GARAGE P ARCHITECTS PLAN AND PROPOSED OVERHEAD UTILITY SERVICE LINES TO THE PROPERTY SHALL BE INSTALLED 1% J % 1G 11 18 B L 3. PCC DRIVEWAY a o 13 $% O.0 %- 0 13.0 7 \F L 4. CONCRETE SURFACE PER CONSTRUCTION NOTE NO. 18 UNDERGROUND. COORDINATE WITH SDG&E PRIOR TO CONSTRUCTION. °� = 4.26. V 2 5 ; PATIO �' 71,¢ - 2 X 80.3 L t ' �` \� , PAD TQT 67.6 B ; 5. CONCRETE STAIRS PER SDRSD M-28 af P s TG 78 7 D 8p i 6. CONCRETE MASONRY RETAINING WAIL PER SDRSD C-1. SEE SHEET 4 FOR SHORING 8. APPROVED NUMBERS AND/OR ADRESSED SHALL BE PLACED ON ALL NEW AND EXISTING 1ST Ff 79.0 2 m i a 4 �B.B 7. 5 " PCC CONCRETE OVER 6" OF CLASS If BASE ALLEY PER SDRSD G 21 iE LATERAL t 66.87 a cn i 77.94 FS t F 68r3 IE 68.0 2% 5% BUILDINGS AND AT APPROPRIATE ADDITIONAL LOCATIONS AS TO BE PLAINLY VISIBLE AND LEGIBLE CONTRACTOR TO VER1fY 10 v ° " R(M 74.05 2 g 37 f 3 _ �/ _ -- - 8. CONCRETE MASONRY RETAINING WALL PER SDRSD 0-3. SEE SHEET 4 FOR SHORING FROM THE STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIRECTION OF Q ° 2 F «88.5 PAD 6�� 2 I ' J 1 -- - g 1 N ° i PR10R C0VS1RUC770N. I our .7 GA A¢£ 3 -- - c - -. - i R DETAIL B APPROACH. I -. FLUSH CURB PER DETAIL 8 �r �- -- `' �8)S p - , 0 � 1.0' e ' 0. e" Wig YE 8" DEEP PCC FLU�EA BY UNI ECO STONE PER 23.0% v 150 SEWER POC g 8 5 1 I 6 -�- - - -p _ ¢ - 4 - 6 10 11. ROLLING TRASH CAN AREA „ 9. THE DEVELOPER SHALL INSTALL THE WATER SYSTEM ACCORDING TO WATER AGENCIES, AS ` - - -- IE 67.55 g I 1 CK \ 1 c g 12. WAC CONCRETE PAD PER CONSTRUCTION NOTE NO. 18 STANDARDS. ) 7 o�, 7 2 0 3 1O f I _ 0 . ,� CBS i 13. 38" WOOD FENCE PER ARCHITECTS PLAN `fir l� 7 _ ✓ • _ 14. AC PAVEMENT STREET WIDENING (MIN 4 AC OVER 6" CLASS 11 BASE COURSE) I TO 75.70 2 sue 4 s 3 - g -s s d • A 15. CONCRETE MASONRY RETAINING WALL PER SDRSD C°4. 10.NO OBSTRUCTION OF ROADWAYS DURING CONSTRUCTION. ALL ROADWAYS SHALL BE MINIMUM 8 v `1 5 - C 01 1 1- / a. A lE 73.53 - , 1 ' _ �v� 16. REPLACE CITY STREET TREES 15 GALLON STD LARGERSTROEMIA INDICA OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE a 5% -... r - --= -s 1� so - 2.5% PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE AND THE ENCINITAS FIRE � _ _�_ - TUSCARORA! TREE PER LANDSCAPE ARCHITECT'S PLANS _ . 17. 98" WIDE X 8" HIGH WEIR CUT OUT OF TOP OF WAIL FOR DRAINAGE DEPARTMENT. FOUND 314 IP -8 5XN593634 f 120.00 I MATCiI WIDISC "LS 7959", 15 s �J D n 12 1l \• g % 4 c \T/ �i 5 I EXISTING 18. 8° PCC CURB PER SDRSD G 1 PER DAYLIGHT i �� \ s;�� v v v X BLoVO o w ¢ 19. 8' MINIMUM TRENCH DRAIN PER NOS INC. OR EQUIVALENT LEANING, si l a. o o a - =_ �oo 11.THE PRIVATE SEWER PUMPS SHALL BE LOCATED WITHIN THE PROPERTY AND SHALL BE GRAVITY LINE 35725, DEFINES cu 6 f r DRAIN TO LATERAL WITHIN PUBLIC RIGHT OF WAY. A PRIVATE SEWER AGREEMENT SHALL BE t> �, X 74. >> X 76.4 \ rn rn ` l °' STORM DRAINWATER QUALITY REQUIRED PRIOR TO ISSUANCE OF A GRADING PERMIT. PROPERTY TO 3 z l rn IROOF =94.1 FOUND 314" IP i 1 WEST 75' I 75' II2 7570 g WAIL AND FENCE COMBINATION NOT TO EXCEED 4.0 I OPEN, RUSTED, i I 1. PRIVATE 12" X 12" CATCH BASIN BY °NDS' OR APPROVED EQUAL 12.RETAINING WALLS SHOULD BE PROVIDED WITH ADEQUATE PIPE AND GRAVEL BACK DRAIN HIGH SOLID {WINN FRONT YARD SETBACK" FENCES DN 0.3', 0.17 W. OF 2500' 2500' 2. PRIVATE 4" DIA CATCH BASIN BY °LADS' OR APPROVED EQUAL SYSTEM TO HELP TO PREVENT BUILDUP OF HYDROSTATIC PRESSURE. BACKDRAINS SHOULD 0 . 73.53 EXCEEDING 4' HIGH MUST BE 50% OPEN. TOTAL WALL I \ PL, PER CR 29094 3. 4" DIA. PERFORATED PVC SUB-DRAIN (SDR -35) PIPE @ MIN. 1% SLOPE CONSIST OF A 4-INCH DIA. PERFORATED COLLECTOR PIPE (SCHEDULE 40, SDR 35, OR APPROVED �, I 3 AND FENCE HEIGHT COMBINATION CANNOT EXCEED 6.0', , I 5U.6 4. PRIVATE 6' PVC STORM DRAIN PIPE PER (SDR-35) PIPE Q MIN 1% SLOPE HIGH FENCE WILL BE CUT AS NECESSARY FOR TOTAL SIN STORY HOUSE 5. STORM DRAIN SUMP PUMP. SUMP PUMP DESIGN BY OTHERS EQUIVALENT) EMBEDDED IN A MINIMUM OF 1 CUBIC FOOT PER LINER FOOT OF TO 1 INCH CLEAN , HEIGHT TO REMAIN,UNDER 6.0' HIGH. I' 6. PRIVATE PVC STORM DRAIN PRESSURE PIPE (SCH -40) SIZE BY OTHERS CRUSHED ROCK OR AN APPROVED EQUIVALENT, WRAPPED IN FILTER FABRIC (MIRAF114ON OR AN i I 81.2 7. 2'X2' CONCRETE CLEANOUT PRESSURE TO GRAVITY STORM DRAIN WITH APPROVED EQUIVALENT). REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS. /� _. �- -- - -- - I REMOVABLE SOLID COVER_ t 73.3 J �_�%� I I FF RESH= 0.15 M - - - - -- - - - 9. 70 F SI -F LTRATION BASIN PER DETAIL DETA DL SB R APPROVED EQUAL 13.STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES. -L_ cn F r - I ' 10. PRIVATE 4" PVC STORM DRAIN PIPE PER (SDR -35) PIPE 0 MIN. 1% SLOPE 14. BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY BASED ON SOIL ENGINEER I X 75 j / l 11. 70 SF LE ROCK DISSIPATER BASIN RECOMMENDATION DURING CONSTRUCTION. i i 12. COBBLE ROCK DISSIPATER , DECK 16" TREE�iX 81.1 V ❑ 15. ALL STRUCTURES IN THE PUBLIC RIGHT -OF -WAY NOT BUILT TO SAN DIEGO REGIONAL STANDARD J UTILITIES DRAWINGS SHALL BE ORNATELY MAINTAINED. s" TREE i I ' I �, I 1. SEWER SUMP PUMP. SUMP PUMP DESIGN BY OTHERS. TRAFFIC RATED LID 2. 2'X2' CONCRETE CLEANOUT PRESSURE TO GRAVITY SEWER WITH TRAFFIC RATED 16.BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED ( s _ REMOVABLE COVER WITHOUT A PERMIT FROM THE CITY. / dNSi ``�� - Y �� - - - 9 3. 4" DIA. SEWER LATERAL BY GRAVITY PER SDRSD SS-01 -79.0 ' 4. 1.5" DIA PVC (SCH 80) PRESSURE SEWER SERVICE. U.N.O BY SUMP DESIGNER 17. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL ' SHED a�D ` �- d41 ` , - -= °-� I 5. DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER PER WS-09 CARPORT FOR DOMESTIC AND 1 FOR FIRE SPRINKLER AT OWNERS EXPENSE NOT BE MODIFIED WITHOUT A PERMIT FORM THE CITY. I f _ d w s 18. EXTERIOR CONCRETE FLATWORK SHALL. CONSIST OF A MINIMUM OF 44NCH THICK CONCRETE i �" aka , I X 1.1 j CIL RIW WITH REINFORCEMENT AS RECOMMENDED BY THE PROJECT STRUCTURAL ENGINEER. CONTROL _ � / 6 D FENCE ( \ �B _ JOINTS PER STRUCTURAL ENGINEER. REFER TO SOIL REPORT FOR ADDITIONAL RECOMMENDATIONS. FOUND 314" IPD N595622 0E i .07' I ALLEY 19. SHORING DESIGN BY OTHERS REFERS TO SHEET 4 THE CONTRACTOR SHALL ASSUME ALL W/DISC 'LS 7959", - - - =- - RESPONSIBILITY FOR IMPLEMENTING ANY AND ALL TYPES OF SHORING SYSTEMS THAT MAY BE ON 0.1' PER CR / X 812 35725, 1100 NECESSARY IN ORDER TO EXCAVATE FOR STRUCTURES, RETAINING WALLS, UTILITIES, AND ORNATE DEFINES I v SINGLE S1jORY / ' I I 7.50' 537' 5.00' SEWER SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND PROPERTY TO ( F =88 0 h STABILIZATION RECOMMENDATIONS PRIOR TO CONSTRUCTION. A BUILDING PERMIT IS REQUIRED WEST 17 .9 I X77.4 ( 1 I ' % �� A GARAGE FOR ANY SHORING. I ENCIi iVTAWNIEWAMCEANOIEMOVAL GRADING PLAN 161. 2% ASREEMENTRECORDED OCTOBER 2 2018 AGREEER TREC JECTORCT B M 2018ANCE AGREBNENT RECORDED OCTOBER 20}8 AS DOCUMENTN0.2018-0410539 OFt3R AS DOCUMENTN0.2018-0410559.OFO.R. i 10 5 0 10 20 30 AgMENT ff 68.1 R %W NEWCASTLE A VE. SCALE. 1" = 10' , / p v p 5.0' 8 24' MIN. TO EDGE OF PAVEMENT Rf T Dl I VEWA I PROFILE 0.50' ZOO' - -� 0.50' 11 AS BY80K8Y(31i�2 r UN EC0 -STWV£ PA R 3 8 80 MM�IWTH 14.3' PL TELEVARON SHOW ON PLAN SCALE 1 " =10' v NSA , CO S RUCT PER / ANUF CTURES SPECIFICA ONS. L ��E ALLEY I 13.0' 6.8 2 BEDDING COURSE - 2" THICK OF 55' 118 TO 318' (NO 8) AGGREGATE CHOKER COURSE - 40 (HICK OF EV G ACE AffMI N& REPLACE TW 77.1 7.1 i LWM 318" TO 1120 (NO. 57) CRUSHED ROCK - CMU WALL PER AS BYE ErNVE84 GRIND 18" FROM SAWCUT TO i VOID FILLER - 1 8' TO 318' (NO 8) DEPTH OF 1.5" THEN SEAL SDRSD C -4. , III _ " PERMEABLE AGGREGATE IN V DS AND OVERLAY TO MATCH _ PRIVATE 12 X12 PAVER DRIVEWAY _ EXISTING AC w 75.70 CATCH BASIN LANDSPI G 2% -'•'h 20 L0 PCC ALLEY FG 7 2 - N2 75.70 �G 2% 18" PER SDRSD G-21, /�� \� ' \'- \�\ -�i\ - n0 - - \, FG .20 " X) 15 Ifv` X35 - ENERGY N DRAIN PERR E N GINEER %� 12 _ _ 12 MIN. ENGINEERED SOIL 21 I I i - 3 fa< 59 - F - \ FINISH GRADE G 75.20 ITC. <2 4 -_ 12° MIN. ENGINEERED SOIL E - L_I I -III I I -I f7N /SH GRADE (FN 7520 RECOMMENDATIONS =I ; BOTTOM GRAD ( TM) 74.20 13 1/6'& N 4 ".4 ". < - III- -� _ *SEE NOTE BELOW �- EXISTING AC - I I ( I I -I I ( -I I ( -III III- BOTTOM GRADE (._TM) 74.20 6 THICK LAYER _ 6 g o © a 16" MIN PAWEMENT & BASE 6" THICK LAYER OF 3/4" -III ., y *SEE NOlE BELOW OF 314 - GRAVEL. - CHOKER COURSE -2" THICK OF PROTECT IN PLACE GRAVEL IMPERMEABLE LINER 1 1 - -_ AC PAVEMENT 4" DIA PERFORATED PVC PER SOIL ENGINEER CHOKER COURSE -2° THICK OF 4" DIA PERFORATED PVC 6" MIN TO " NO, 8 AGGREGATE MIN. 6 - STREET WDENING SUB -DRAIN (SDR -35) PIPE RECOMMENDATIONS Tg' TO ND. 8 AGGREGATE SUB -DRAIN (SDR -35) PIPE • ' THICK OF 3 4° 12" MIN 4a SEE KEY NOTE 15 CRUSHED ROCK B10FIL TRA TION BASIN N A B10f IL IRA TION BASIN 90% COMPACTED SUBWADE NTS PAVER 7� / *'ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' D£EP'SANDY LOAM SOIL MIX NTH NO *`ENGINEERED SOIL LATER SHALL BE MINIMUM 18° DEEP SANDY LOAM SOIL MiX W11H NO PAVER DETAIL WITH I CDNCREI L EDGES MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20-30% MORE THAN 59 CLAY CONTENT THE MIX SHALL CINJTA/N 50 -60% SANK, 20 -30% BIL. COMPOST OR HARDWOOD MULCH, AND 20-30% TO COMPOST OR HARDWOOD MULCH" AND 20 -301- TOPSOIL. NTS THE EFFECRIf AREA OF THE BASIN SHALL BE LEWEL. THE EFFECTTWg AREA OF THE BASIN SHALL BE LEWL. NEW SHEET CHANGE NO. DESCRIPTION APPjtOVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY CHECKED BY: ENGINEERING DMSION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ® NEW SHEET ZS let INT. DATE PLANS PREPARED UNDER SUPERVISION OF EOM LADED: APPROVED: GRADING PLAN FOR: 4,1190-k DESCRIPTION; -_ TWIN HOMES LOCATION: ENCINITAS CONTROL STATION 1024 PUBLIC WORKS DATE: ' I I� BRU4N M. ARDOUNO DATE ��..- 2334 NEWCASTLE AVENUE 13906 -G PLANNING JESSE OWENS E ARD J. WIMMER RECORD FROM: R.O.S. 18418 REVIEWER R.C.E. NO.: 71651 APN: 261 -052 -190® ELEVATION: 178.543 DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR BRIAN M. INO EXP.: 12 -31 -19 - 3fZ.S� CASE NO: 18 -045 DRICDP SHEET 2AOF 3 PLSA'e 79MARY VEEOCff CHECK DAM PER OETAX V & CASQA OETAK SE -4 r t 7i IRA WL BAG 2T FENCE O6N57RUCnW ENTRANCE DIRE00ill OF ROW L. No. 44173 06 -30-18 10 5 0 10 20 SCALE: 1" = 10' F ,, ♦ T ,r �r ,r I -M 40 PF PIPE FOR DRAINAGE DEPENDING ON FIELD CONDITIONS TYPICAL !( "!LL T DD TECTION NO SCALE 1. SET POSTS AND EXCAVAIF A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS 2. STAPLE WIRE FENCING NOT TO SCALE THE POSTS. 4 IN (10 CM) 4. BACKFltL AND COMPACT 7HE EXCAVATED SQL. SIL T FENCE SEE CALIFORM4 S fXMWATER QUALITY ASSOCYA17ON (CASQA) STANDARD ONG NO. IC-1 FOR ADDITIONAL INFORMA77ON 2 BAGS TIG11(TYP.) SEE CALIFORNIA STORMWAIER QUALITY n"wn wA 5di fGASQA) STANDARD D"..iv SE -10 FOR ADDITIONAL INFORMA770V 1 t WOVEN FABRIC GRAWJRAG F ZA- f- GREATER THAN 3'0 BUT SMALLER THAN 600 —12° MIN. FILTER FAfur1C EXISTING LwAu"£ SECTION A -A N_UFL CONSMUCT SEDIMENT BARRIER AND CHANNEUZ£ RUNOFF zun TO SEDIMENT TRAPPING DEVICE /t�- F CDRR'w&AT u' STEEL PANELS -25 Im T PICA STALlILI�ED CONSHTUCTION` EivTirANCE NOTE. GRAWG &9TCTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY NITHOUT AGCREGAIE. 24' WDE (MIN.) HEIR OPENING FOR DRAINAGE OV€RFLOW N41FRF NFC_F.SSARY Rl 01RE0 SEE CALIFORNIA STORMWA7ER QUALITY ASSOCIATION (CASQA) STANDARD ONG NO. SF -4 FOR AffAIRMA-1 INFORMA?!ON NOWN FABRi1; GRA6gL BAGS STAGGERED (TtP.) TYPICAL VELOCITY CHECK DAM DETAIL X91 na, � -&Ll'-- - C i MORI AS REQUIRED TO ACCOMODAIE AtNi1CIPA7ED TRAFFIC t N D£SIGI D By m7w BY.• C11E BY. CHANGE NO DESCRIP77ON APPROVED DATE BENCHMARK AS�UItTAPPROVALS A AO Its ENGINEERING DWONAPPROVALS I CITY Of ENCINiTAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. F90NITAS CONTROL STA770N 1024, PER RECORD OF SURVEY NO 18416 EIEVADON.• 178543 DATUM.• NA VD 88 L INL I DA 7E i PLANS PREPARED UNDER 'r m DATE : RCE NO :_44173 EXP. 8`30its ft m ,N PLAN FDR' 2334NEWCAS71EAVENUE TW/NHOMES Aft - 261 -05219 PLAWW CASE NO. 18-045 OR wP 13906 -G 4 G 0=_ ILK l �� W TX W Z t�.F O