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2019-13993 G (Plans) RWfTOF WAYNDOTE GENERAL NOTES(CONT.} STORMWA TER POLLUTION CONTROL 8M'NOTES RELATIVE TO CONS TRUCTIONACTIVITfUES OV N€R BUFFALO/BIRMINGH)M INVESTORS,LLC GVWER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERRWG DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING 19. AS SPEPFIEP FY UJFO RNMA HEAL THAND SAFETY CODE SECTION 7050.5• IF HUMAN REMAINS ARE FOUND ON THE PRCVECT SITE CONCRETE WASHOUT 700 SECOND STREET IN THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULT HN ISSUANCE OF A STOP WORK NOTiC>r ANC DGUBLE PERMIT DURING CONSTRUCTION ACf71ViTY, THE PERSON RESPONSALF FOR THE EXCAVA7 0N, OR HIS OR FIER AUtHORL7ED CONTRACTOR SHAD i<STABLISHAND USE AN ADEQUATELY SIZED CONCRETE ENCINITAS. CA, 92024 � FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE X644ER PROPERTYLHNF IS, REPRESENTATIVE, WLL IMMEDIATELY NOTIFY THE SM DIEGO COUNTY CORONER'S OFF(CE BY TELEPHONE NO FURTHER WqSHpUTpREAI TO CONTAli4 WASHOUT WASTES ON SATE-17;3 rL�fG4L TO WASH CONCRETE.SLURRY.IIfORTAR-STUCCO,PLASTER THE W EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTFD TO OVERLIE AD,IACFNT LIE ONTO AYE STORMWAATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER- CONTRACTOR SMALL POST A SIGN DESfGMTING THE MCARDOCErRVEIRA � DRANt4GENOTE REMAINS, AS DETERMINED BYAQUA.LIFTEDARCMAEOLOGi STNVDIORAFWIT;CMLLY AND CULTURALLYAFFfLIATED(TCAJNATIVE WASPOUTLOCATON. 1832WESTVrEWDRIVE AMEWAN MONITOR_ SMALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITOON ENCINItAS. C.A, 5,707 NO CONCENTRATED DR41NAGE FLOWS ARE PERMITTED OVER ALtWCENT PPWRTY LOVES. WATER IS TO DRAIN AWAY FROM PURSUANT TO PUBLIC RESOURCES CODE 5097,98. rF SUCH A DISCOVERY OCCURS.A TEMPORARY CONSTRUCTION EXCLUSION ZONE CONSTRUCTION SITEACCESS STRUCTURES FOR A MINIMUM OF5 FEETAT2 PEJ7CENT'AND BE CONVEYED TO ANIAPPROVFD DRAINAGE FACILITY. SHALL BE ES7A&ISHED SURROVNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED(AS DETERMINED A STABILIZE(] CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF 59FADDIRESS By THE QUALIFEU ARCHAEOLOGIST AAVOR THE TCA NUATfVE AMERiC4N MONITL) AND CONSULTATION AND- TREATMENT COULD SITE. tHIS SHALL INCLUDE USING MATERIAL SUCH AS 3"CRUSHED ROCKANATOR CORRUGATED STEEL PAAELSftATE5, 1231 SIRMINGHAM DRIVE BIRMiNGNAM f1R14'F w UfTRRYNOT1: OCCUR AS PRESCRIBED BY LAW AS FURTHER DEFINED BY STATE LAW. THE CORONER WOULD DETERMINE WITHIN TWO WORKING ENCINITAS. CA. 92024 ff DAYS OF95MG NOTOFIED IF THE REMAINS ARE SUBJECT TO FITS OR HER AUTHORfTY,IF THE CORONER RECOGNIZES THE REMAINS TO CONSTRUC LION VEHICLES o ALL UNITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. BE NATIVE AWRK AN, FfE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERFfAiE 6106 WS"S" (NAMr,) WITHIN 24 HOURS. Wt A SPECIFIC AREA AWAY FROM GUrTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION *HICLES PARKING, VEHICLE 1532 VYESTVOEW DRIVE NAHC WOULD MAHU'EA DETFRMINATIONAS TO THE NOS TLNEL Y DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REFUELING.AND ROUTINE EQUIPMENT MAINTENANCE.ALL MAJOR REPAIRS SHALL BE MADE OFF-UT€. ENCINITAS. CA.92027 u co GENERAL fWpTF9Iyp W REMAINS SHALL BE KEPThV S17(I(7N PIAX). QR WA SECURE LOCA7 CW IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND ca THE ANAL YSIS OF THE REMAINS SHALL ONLY OCCUR ON-SITE IN THE PRESENCE OF THE TCA NATIVE,ANAERICAN MONf TOR EROSION CONTROL Affil•260.43,20, 76, 78 SITE La T- ALL 4VORH4 SIdALC SE O7bNE !N ACCORDANCE WITF{ THESE PL4N5, THE STANDARD Sr'FCrFICAT![]IV3 FOR PUBLIC 'NOFTICS €R090N 0JYtRot EROSION CONTROL MUST 8E PROVIDED FOR ALL EIROSWE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA FREGiGNAL —� � EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCHAS EROSION CONTROL WTS,ADEQUATE GROUND COVER VEGE7A T ON,AND LFGAL 0FSCRIPTION STANDARD ORAWINGS- ANY CHANC;IrS OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 1. IN CASE EMERGENCY WORT{IS REQUIRED. CON FACT JIM +44ChfENWINAT(858)705-0242.24 HOURS A DAY. BONDED FIBER MATRIX- NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER, iOWERSION DIKES SHALL BE REAL PROPERTY IN THE CITY OF ENCINITAS. COUNTY OF SAN DIEGO. ! REQUEST FOR WSPFCTION. CONSTRUCTEV TO CRAWL RUNOFF AHOUNO THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CH4 ELS AGAMIST EROSION STATE OF CALIFORNIA,DESCRIBED AS FOLLOWS: � VICINITY MAP - 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAL L BE MADE AVARABLE AT ALL TIMES WRING THE RAINY SEASON U5fNG PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ASSOLUTEL Y NTS 2 THE SCfLS REPORT TITLED %MAT€ PR€LIWNVARV GEOTECHMCAL INVESTrGATION, NIKE PROPOSED RESIDENTIAL (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER r AT CONVENIENT NECESSARY. LARGE PROJECTS SHALL BE CONDUCr€D rN PFIASES TOAVOO UNNECESSARY REMOVAL QF rME NATURAL gfROUND COVER, DO PARCEL OAS SHOWN ON CERTIFIL:ATE OF COMPLL4NCE Nd:02-0G1 AS EVIDENCED BY STRUCTURES, SOUTHt=AST CORNER 01F LAKE DRIVE AND 8fRMrN0H)W DRIVE. €NDNITAS, CALIFORNIA"PREPARED BY ADVANCED LOCATIONS TO FACILITA TE RAPID CONSTRUCTION OF TEMPORARYEROSiCA!CONTROL MEASURES WHEN RAIN IS W MINENT. NOT REMOVE TREES OR SHRUBS UNNECESSARILY: THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED (IN DOCUMENT RECORDED SEPTEMBER 2.2003 AS INSTRUMENT NO 2003-1069344 OF OFFICIAL GEOTECHNICAL SOLUTIONS, INC. , DATED OCTOBER 3,2018. PROJECT NO 150&OI-e-5 SHALL SE CONSIVERED AS A PART OF THIS SLOPES OR MERE CONSTRUCTION 0 NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.EROSION SHAU BE PREVENTED BY RFCGR09 GRADING PLAN.ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOhIIAENDATIONS AND SPECIFICATIONS CONTAINED 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED W THOUT THE APPROVAL OF THE ENGINEERING INS ECTOR. FLAW? NG FAST-GROWING ANNUAL AND PFRENNIAL GRASSES TO SHIELD AND BIND THE SOIL. IN SAIDREPORT PARCEL 2 OF PARCEL MAP NO 19425. W THE CLTYOF ENCINITAS. COUNTY OF SAN DIEGO, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE$A TISFACTION OF THE CITY PLANT PERAMWENT VEG€TA LION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADINGACTIVfTIES ARE COWETE. STATE OF CAALIFORNO.FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAW DIEGO J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRRUCTION WITHIN PUBLIC R16HiT-OF WAY OR EASEMENTS SHALL ff ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. COUNTY.DI:CU:M ER 17. 2M REMURFA IN CONJUNCTION UMTH IMPROVEMENT FLANS. WA TER USAGE FOR DUST CONTROL SK4LL BE MINIMIZED. 5. THE CONTPACTOR SHALL INSTALL ADDITIONAAL EROSION CONTROL MEASURES AS 94 Y BE REQUIRED BY THE CrTY ENGWNEEN OWNERICIERTIFICATE 4. WRITTENPERM6NON SHALL BE OBTAINED FOR ANY OFFSITE GPRAUDING. DUE TO AN WCOMPLETE GRADING OPERA PON OR UNFORESEEN CIRCUMSTANCES WMCH MAYARISE- ONSITE CONSTRUCWhO NIA TERW STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPfLLAGE. CONTRACTOR SHALL STORE TMESE I (WE)HERBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE DETAINED TO SUPERVISE OVER ALL S. CEWTRACTOR SMALL TAKE k Y NECESSARY PRECAU77ONS REQUIRED TO PROTECT ACU4C'ENTPROPERTIES DURING GWING 6, -rHE CGHTWC r0K SHALL BE RESPQNSlftE AND 5H A4 TALE NECESSARY PRECAUTIONS r0 PREVENT PUBLic TRESPASS PiRooucrS wncRE TiYEY WkL STAY DRY OIIT or Tu "N CONTRAGFOR SHALL PROODC SECONDARY CONTAINMENT FOR ALL FUEL GWING ACTNITY AND A00SE ON THE GOMPACTDYAND STABILITY OF WL SHE. OPERATIONS. ANYTPING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDrWN EASTiNG PRIOR TO ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLYLNVSAFF. STORED ON-SITE- ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-S)TE. STOCKKES WY INCLUDE SOrL, GRADING. RARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE. ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONICENTRATE0 i IVVF) HERFRY AGREE TO INDEMNIFY, DEF€ND, AND HOLD CITY AND CITYS OFFICERS: OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS 7.ALL ERCISION CONTROL MEASUIRES PROVIDED PER 7Hf=APPROVED GPT,4DING PL,051-TALL BE FNCORPORATED HEREON. S TORNWATER STORMWATER FLAWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVER€D OR PROTECTED WITH SOIL STAREZAT10N FROM. AND A GAINS T ANY AND ALL LUABILIVES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES. D14WGES AND COSTS, INCLUDING ALL 6. THE DEVELOPER SHALL BE RESPONSIBLE THfATANY MONUMENT OR BENCH MART[AN"IS DISTURBED OR DESTRG YED SHALL MEASURES AND PROVIDED V104 TEMPORARY SEDWENT BARRIER AROUND THE PERIMETER ATAU TIMES- COSTS OF DEFENSE THEFREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DORECTL Y OR rNOWCTLY WTH ANY ACTS OR OMISSIONS BE ERE-ESTA&OSHEDAND REPLACED BY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST ORAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSh9N OF OF t7114NER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS. SUBCONTRACTORS, OFFICIALS. OFFUOERS, OR REPRESENTATIVES FOR ANY EACH WORKDAY, TR:AINWG AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED T. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AN0 SHALL BE CONTRACTORS'EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR 4LMTH THE CITY r tiM WITHIN THE PRIVATE PROPERTY OR PLISLIC EASEMENTS. RES"SfBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOVYN SHALL UE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN FHE FIVE(5) OF ENCINITAS 5TORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAC4ALF TO EVERYONE WORKING ON REGULATIONS. DAY RAIN PRW811 ITY FORECAST EXCEEDS FORTY PERCENT(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH Si TE THE PROPERTY OWNEWS)AND THE PRIME CONTRACTOR MUST HNFORM SUBCONTRACTORS ABOUT STORWAA TER REQUIREMENTS DEVELOPMENT OF THIS PROUECT SHALL COMPL Y WITH ALL THE REQUIREMENTS OF THE MOST RFCENTSTAT€WATER RESOURCES CONTROL RAINFALL. ANO THEIR OWN RESPONS&LHTIF$_ BOARD (SWRCS) ORDER. WASTE WATER P50HARGE RECLOREMENTS FOR DISCHARGES OF STOR�k1WATER RUNOFF ASSOCIATED WITH I£ GRADING AND EQUIPMENT OPERATINIG WI7HON ONE HALF(172)MILE OF A STTRZfCTURE FOR HIUMAN OCCUPANCY SHALL NOT BE CONSTRRUCTION ACTIVITY. IN ACCORDANCE WU TH SAID PERMIT"A STOFRMWATER POLLUTION PREVENTION PLAN f WPPP)AND A MONITMNG CONDUCTED BETWEENTHEHOURSOF5.'3OPM AND 7'30A.M. NOR ONSATURDAYS.SUWAYSANO CITY RE OG+NL70haVAYS. CONSTfiUCTTr?IY6€STIIiANAGf�f€IIrTPR�iCTICES NOTE WASTE MANAGENENT FROGRAb1 PLAN SMALL BE DEVELOPED A4ND IMPti_MENTED CONCURRENT yYITIi TFrE COMMENCEMENT OF GRADING ACTIVITIES. AND A r ROSION CONTROL MEASURES IE.G. SONDES FIBER INATRLX, VEGETATIVE COVER. JUTE MATTING) MUST BE IMPLEMENTED CONTRACTOR SHALL BE PCSPONSIQLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION NATERLALS. DUMPING OF COMPLETF AND ACCURATF NOTICE OF INTENT(NIX)SMALL BE PLED WITH THE SWRCB.A COPY OF THIS PROJECT SKIPDP SHALL BE FILED 9- NO GRADING OPERATIONS SMALL COMMENCE (INTIL A pFtl<GONSTRUCTfON A1Ei=LING HAS BEEN HELD ONSfTE WI7Hf THE UNUSED OR WASTE PRODUCTS ON THE GROLIND, WHERE WATER CAN CARRY THEW INTO THE CONVEYANCE SYSTEM is STRICTLY WITH THE CITY OF ENCINITAS. FURTFIER,, A COPY OF THE COVNPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR TH O FOLLOWING PEOPLE PRINT• CfTY INSPECTOR, CIVIL ENGINEER,SOILS ENGINEER, GRADING CONTRACTOR AND PERII4ITFEE. THE WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE SEDIMENT CONTROL MEASURES (E G. SILT FENCWO, FUSER ROLLS. PROHIBITED. NO SEEPAGE FROM ANY DUNPSTER SHALL BE DISCHARGED INTO STORMWATER, BERMSOKES StIALL BE?LACED AROLIND PROJECT"LL B€Fit ED WITH THE CITY OF ENCINITAS WHEN RFCFIVED. PRE-CONSTRUCTION M€ETrNG SHALL BE SI;HEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING(760)633-2770- DETENTION BASINS)MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SUIT(=. MATERIALS MANAGEMENT GMP MUST ALL DLIMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DOMPST€R LIDS ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS TMAT MAY CONTRrEUTE TO WATER OULIATY SMALL RFMAW CLOSED ATALL RMES- DUMPSTERS WHTHOUr LIDS SHALL BE PLACED WITHIN STRUCTURES WIN NMPERODVS ROOFING OR IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERIS OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO- I0. PRIOR rO HAULING DIR T OR CONSTRUCTON AATERIALS TO ANY PROPOSED CONSTRUCTON SITE WITH-IIN THIS PROJECT THE DEGRADATION XWNST REAAf 6E.G. CONCRETE QR STUCCO WASHOUT AREAS. COVERED STORAGE AREAS FOR HAZARDOUS COVERED WTH TARPS W ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. r39J3-G AND B Y SWRCS NO. R9.2M90Wf AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THEE SPECIAL PROV001Y AS DEVELOPER SMALL SUBMIT TO AND RFCFIVF APPROVAL! FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE WtRiALS, PLACEMENT OF PORTABLE TOiLETS OVER PERViOUS SURFACE) MANY CONSTRUCTION MATERIALS, INC USING SOLVENTS, WATE'R,BASEU PAINTS. VEHICLE FLUIDS, SPOKEN ASPHALT AND CONCRETE, DEVELOPER SHALL CONiPL Y IMTHALL CONDITIONS AND RE00RFM€NTS THE CITY ENGINEER MAY WPOSE WIT14 REGARDS TO THE STORWOVATER POLLUTION CONTROL POST CONSTRUCTION BrMfPAVMP NOTES SET FORTH fN SECTION C.67 0F541T{C8 N0.fi9 20i09-0Ua104 HAZILING OPERA TrON. WOOD. AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE IId,A7FRiALS r�srJST f3i< TAKEN T4 AN LANDFILL OR � f. FOR STORM WATER POLLUTION CONTROL PURPOSES. ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DISPOSED GF AS hAZARDOUS WASTE. FOR fNFORFPLATION ON 07 6POSAI- OF HAZARDOUS MATL:RML, CALL THiE HAZARDOUS WASTE HOTLINE WDIO# Tat!FR€€AT(900)774-1195 FOR FNFORMA7fON ON LANDFILLSAND TO ORDER OUAUPSTI=RS CALL€DCaAT I76+])4364 159. 11, UPON FINAL COMPLETION OF THE L+VprRD{ UNDER THE GRADING PERMIT BUT PRIOR TO FrN)4L GRADING APPROVAL ANDIOR DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANSAND RECYCLING RECEPTACLES AROUND THE SITE. EA TE TITLE, FINAL RELEASE OF SECURITY, AN AS GRADED CERTIFICATION'SHALL BE PROVIDUED STATING- 'THE GRADING UNDER PFRMDT NO. ANDIOIR INTO THE PUBLIC STORM DRNN SYSTEM- PORTABLE TOILETS MUST BE IN 6000 WORKING ORDER AND CHECKED FREQUENELY FOR LEAX5, CONTRACTOR SHALL PROVIDE S ERE -- 13993-G HAS BEEN PERFORMED IN SUBSTANTAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THEE SECONDARY CONTAWMENTAND LOCATE PORTABLE TOILETS AWAY FROM STORMORAFN INLETS ON PERVIOUS SURFACES. PRINTED NAME OFABOVE PERSON. RfttiAR00 C€RV€RA _ COMPANY:BUFFAiOI'BIR#dWGHAM INVESTORS LE C ATTACHED AS-GRADEO PLAN"- THIS STATEMENT SHALL 8E FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 2 GWS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POU'_LU"ON CONTROL SMALL NOT RE MODIFIED VWTHOUTA ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET. GUTTER,AND STORMDRAIN. CON7RACrOR MUSTROUTTNI=L Y CHECK W110 CERTIFIES SUCH GRADING OPERA TDh PERMITFRDM THE CITY. AND CLEAN UIPMATERIAL TH ATMAYHAVET R4VELEDAWAYFRCWCON$TRUCTION51TE FOR MORE INFORMATION ON STORMWA TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING - 12. ALL GRADWG SHALL BE INSPECTED AND TESTED 6Y A rQUALIFED SOBS ENGWFFR OR UJVDrR HIS DORECTFON HE SHALL 3.ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED SWIM FACRITIES ANDIOR TO TURF OR LANDSCAPED DEPARTMENT, CITY OF ENCINITAS AT(760)633.2770, INSPEGTAND TEST THE EXCA VATIQN PLACEMENT ANT?COMPACTION OF FHLLS AND BACKFff LS AND COMPACTION OF TRENCHES- AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SfFE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD SIGNATTIRE: � DATE: TITLE: HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILT. DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON THE APPROVED BMP49PFACILITYANDIORTHIETURF ILAN1DSCAPED AREAS. POST-CM!`RUCTA NBESTAL4IWG MNTPR4CT.rCES[9�iI�NOTE PRINT€DN4MEOFABOVEPERSOJY, gRADTEfiMINi COA4PANY.ZFPMYRPAR7IVERS CO&RETKW OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS - - - - - -� SUPU:RVISIONAND TH ATM HIS OPINION,ALL EMBANWENTSAND EXCAVATIONS APREACCEPTABLE FOR THEIR INTENDED USE 4. NO DRAINS S94LL BE INSTALLED IN HAROSCAPE. DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM{ NO DIRFCTLY CONNECTFD IMPERVIOUS AREAS(DCIA)$WLL BE ALLOWFD. DCLA DEANS STORM RUNOFF GENERAYED AND CONVEYED VIA THE DRAWL DISCHARGES TO AN ADEQUATE WPIRM?- FMFERY0USArREAS, SUCH AS ROOF,ROOF ORGN,DRIVENAY.AND STREET. 6AfP MEASWRES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DR,4MGE AND PREVENT COMUON MEASURFS ARE DESIGNATED TURF AREAS. WHICH RECEIVE ROOF DRA NS AND RUNOFF FWW IMPERVIOUS AREAS, TURF AND SONS ENOD&MV SCElRTFZAT€ PONDFNG OF WA TER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO AOJOINfNG PROPERTIES OR FINISHED WORK 5. DRIVEWAYS SHALL HAlf A MINIA4(IM2`Ha CROSS SLOPE TOWARD THE YA049WAREA OR HAVE ANOTHER APPROVED DRAINAGE LANDSCAPED AREAS TW ARE DESIGNED FOR SUP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PRGOJ9ITING /tab ":lCt-34iLl,,L ON THE SHTE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS SYSTEM THAT IS DESIGNED TO COLLEGT RUNOFF AND DISCIARGE IT TO AN ADEQUArE O PIBMP. MODIFICATION OR REMOVAL OF THE SUPLANDSCAPE AREAS WITHOUTA CUTYPERMIT. I A REGISTERED CIVIL. ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPAL!Y DOING BUSINESS IN THE FIELD OF APPLIED PERMANENT DRAiNAGI:AND EROSION CONTRROL W-ASLWES HAVE BEEN INSTALLED. wwICa1wNs SOIL MECHANIGS, HEFEBYCGRTIFY THATA SAMPLING AND 5TUDY OF THE SOIL CONDF170NS PREVALENT WITHIN THOS SITE WAS MADE BY ME 6-ALL STORUWA TER fM OMP FACILITIES SHOWN HEREON SMALL NOT RE MMF'C-D OR ALTERED WITHOUT PERMIT FROM THE OR UNDER MY OMECTfON ON (a-f - ! . ONE COUPLET COPY OF THE SOILS REPORT 14, ALL AREAS TO BE FILLED SHALT.BE PREPARED TO BE FN.LED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD C17Y. COMPILED FROM THIS STUDY, WITH MY RECOMMENCATCIVS,HAS BEEN SUISWTTE THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1- TIME EJCrF AVAX AND LOCO TD S. OF THE BEST OFF R KNOWLEDGE PIPES T STRUCTURES SFi044N{7N THESE XCEF WERE i38TA ON F A r HAVE RFVIF FO TW VF URI4DW,Pi ANS ANO(-FRTIFY TX4T T14F RECCAMMFNMT0NS INGL UDED IN THE SOILS REPORT FOR THIS PROJEC T SpECrFICATDOrI, ALL VEGETABLE MATTER AND D03,IECrfG>r�rasLE�47E07I�7L SHALL BE F7EA#pVED sr n+,<GoNiRACroH�FROM T7rF SEAkGO•I �AV,aILAB,LE RECORDS. ra THE DEBT of OUR KNOWLEDGE THOERE ARE NO rxrSrrNG �IrILrTIES €xcEPr,vs SHOWN ON THESE SURFACF UPON WHICH THE FILL IS TO BE PLACID. LOUSE FILL AND ALLUVIAL SOILS SHALL RE REMOVED TO SUITABLE FIRM 7. THE INSTALLATION Of ADDITIONAL rMPERVIOLIS SURFACES NOT SHOWN ON THLfS PLAN PA4Y R€OUIRE rW7 THOS PLAN BE HAVE BEEN WCORPORA TED ON THE GRADING PLANS AND SPECIFICATIONS. NATURAL GROUND. 7NE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH Of 12 INCHES AND THEN COMPACTED TD A MINIMUM REVISED OR TF ATA SEPARATE r:NGiNEERiNG PERMOTBE oe7ArNED. PLANS, HOWEVER: IE CONTRACTOR I5 REt7UIR€D TO TAKE DUI: PR+= 999 ONARY MEASURES CO 70 PROTECT F ANY EXISTING UTILITIES I STRUCTURES LOG,4T'PD AT THE WORK SITE. IT rS TIIF CONTRACTORS ORfsPONSIBUIrr TO CONTACT THE FOLLOWING OWNERS OF SAID SIGNED' OF 90 PERCENT IT SHALL BE THE CONTRACTORS RESPONSBILITY TO PLACE, SPREAD. WATER ANO COMPACT THE TOLL fN OTILOTIES OR STRUCTURES PRIOR TO ANY �CAVATKW. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF � STRXTACCORDANCE WITH SPFCFVT IONS. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FDTTEQ TO COMPLY WITH 5TORM WATER BEST MANAGEMENT PRACTFCE RFQUIREMENITS, THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS. NON-COMBUSTIBLE ROOF THAT WILL NOT COMMENCEMENT OF 14fDRlf' 15- CUT AND FILL SLOPES SHALL BE CUT 4W TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS ALLOW RAFN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SIRALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A A. SEWERS•CSD (T80}633-2770 0. TELEPHONE-SBC BELL-(760)-488-34 11 RCE NO.; SECTION. PE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL RE SHAPED. PLANTED,AND TRIMMED AS DIRECTED BY THE BERN$"I 9E INSTALLED ATALL OPENINGS TO HOLD IN ANY L;GViDS THAT ESCAPE FROM THE DIIMPSTER AND TO PREVENT B. GAS&ELECTMC-EDGE-(TMU)� E CABLE TV-COX COMMUNICATIONS-(760j X5.9W9 X-2233 tr:,T ENGINEER OF WORK AND LEFT IM NEATAND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE AU4TTER EXPOSED ANY FLOW OF STORW WATER THROUGH TMr<TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO C. WATER-SAN DOEGLIFTO WATER DISTRICT•14)0-227,28Q0 EXP a4TE. L'p -3-::b SI+EETfiM OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 7p BECOME LOOSENED SHALL BE REMOVED AND DISPOSED aF. ALLOW ROLLING OF TNI:OU44PSTER W AND OUT. THE ENCLOSURE SMALL BE SELF O NTAINED OIL MAY HAVE A DRAIN MEAT 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK CW THIS PROJECT. PHONU : *;5�� ti�'T .� LOOK c1,y�2f� 1. TrrtEsN€sT THE TQEAND TOP Of ALL SLOPES sH,4LL BE ROUNDED IN ACCORDALNCE WITH Tiff GRADING ORtTfNA4NC€- tIISU�HfARGES THROUGH ANAI7EDUATELY SIZELT OfL1 GREASE SEPARATOR AND IS tHEN FIL TERED THROZIGH A OITY,APPRO4�O (� ,2yp0- .� 2. SITE+SHEET OVERVIEW HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM A 16. ALL TRI=ES, BRUSH, GRASS, AND OTHER O&JECTHONWRE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED DRAIN SYSTEM. A SEPARATE BUFLDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ��� �'b c�� x�� 3-11. GRADING PLAN 3. THE CQNTI3Y4C7aR SHALL GFVE24 HOURS NOTICE ON CALLS FOR fNSPECTK7N- PH16rVE: (760)633,2774. ALL WORK PERFORMED I'YIFHOZIT r 12, PRIVATE ROADSECTICrII+PROFILE OF OFF THE SITE 8Y THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED SAN DFEGUITO WATER DISTWr WTES BENEFf7OFINSKCTION WILL BE SUBJECT TOO EJECTION AND REMOVAL. 0160 f)PEf-S W. 43. SECTIONS AND DETAILS APPEARANCE FREE FROM UNSIGHTLY DESMS. APPROVAL OF LOCI4TUON OF OEBMS FILL SHALL BE SECURED FROM THE SGfLS &IRT,T V"Lrk-o., C* 4z I2:j If F70SI(7N CONTROL PLAN ENGINEER AND CIrY ENGINEER PRfORTOTFRED ISP�OSALOF ANY SUCH 94TERUAL. 1, WATER MAINS, LATER43 AND APPU RTENANCES SHALL I3FCONSTRUICTED ACCORDING TO THE STANDAiRDSPECIFICATIONS STATEMENT OF ENGMUR OF WORK I;-y� ONE OF THE CURRENT WATER AGENCIES'STANDARDS CC%WfTTEE(WASG). 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WFTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAW THE UNDERSIGNED ENGM+IEER AGREES THAT THE WORD PERFORMED BY THE ENGINEER SHALL COURL Y WITH THE GENERALLY ACCEP?E0 TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY ON CITY PROPERTY. OR WITHIN CITY EASEMENTS ARE REFERRED TO AS 2.REVIEW OF THOS PLAN UY SAN OIEGUITO WATER DI5TWC7 DOES NOT CONSTITUTE REPRESENTATHONAS TO THE ACCURACY STANDARDS AND PRACPCES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED � CITY TREES AND SHALL BE PROTECTED IN PEACE DLIRlN6 CONSTRUCTION UNLESS SPEOIFfCAEE Y APPROVED OTHERIIOSE. NO OF THE LOGATION OF,OR THE EXISTENCE OR NON-EXISTENCE OF,ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN HEREIN SHALL 8C IN ACCORDANCE WITH 7RE RULES AND REGZ"PONS REQUIRED 9Y THE CfrY OF EN C NIMAS, TO THE EXTENT THAT THE o GRADWG, EXCAVATION. OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WIrHW THE COPY tREE DRIP LINE AREA THE LIMITS OF THIS PIROJECT. EAGFN€ER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF (THE ARF4 FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON TOE GROUNJ)). IF A ENCINI TAS ON ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED SY THE ENGINEER IS NOT A DETERMINA 77ON BY THE CITY OF SWPPA OVOID #, � '?��� 3 5-7 L{ (D CITY TREE IS NOT CLEARLY LABELED TO EE REMOVED, IT MUST BE PROTECTED IN PLACE- EVEN IF APPWVED WPROVEMENTS 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I,E., LINE CROSSING, LINE PARALLELING OR PROPOSED ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND 17 THEREFORE DOES NOT !RELIEVE THE -- — w CC ARE IN CQNFUCT WITH A CITY TREE,)7 MUST N07OF DISTURBED UNLESS TOE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CONNECTION$HALL SE FIELD VERIFIED. ALL EXISTING OR PROPOSED OTILITY CROSSING WITHIN 10 FEET OF PROPOSED WA TER ENGINEER OF RESPONSIBILITYFOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.THE ENGINEER AGREES TO WDEMMNUFYAND BM P PROJECT STATUS a w MAINS SHALL BE SHOWN ON iMPROVEMENT PLANS- ELECTRICAL AND SEWER TO CROSS UNDERWATER MAINS UNLESS GIVEN HOLD HARMLESS ME CITY OF ENCMVITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY o � IS. IF ANY ARCNAE(X0GICAL, 111STORIl&, OR PALEONTOC4CA! RESOURCES ARE INADVERTENTLY DISCOVERED GRADING WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIC+'VS OF THE ENGINEER AND HrS�rEfR AGENTS OR F&ROYEES ACTING I Q LSS! PRIORITY STORMYVATER TREATMENT FACIE ITIES TQ E3E AIIAINTAUNED BY 0 w ACTIVITY, THE PROJECT 0WRs4CTOR SHALL DIVERT, DIRECTOR TEMPORARILY MAL 7 GROUND-DISTrJIRBWG ACTIVI TIES IN THE WITHIN THE COURSE AND SCORE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE 6 xORK PERFORMED BY THE ENGINEER- � Y�q AREA OF DISCOVERY TO ALLOW fVALUATIQN OF THE SIGNIFICANCE OF SUCH RESOURCES- THE PRQIECTAPPLICaIIr SHALL 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TORELOCATFAND/ORADJUST TOGRADEA NYEXISTING WA?EFtF4GILIIY(FfIRE .- -- 44� 0AE ! HOA IN ACCORDANCE 4VITH 'MAIIVTEhIA14t1EAGREEMENT FZ R PRIVATE fM4MEDIATFLY NOTIFY DEVELOPMENT SERVICES DEPATMENT S7AFF OF SUCH FINDING AT THE TIME OF DISCOVER- THE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.)WHICH rS AFFECTED BY THEIR PROJECT, ALL AFFECTED- WATER FACILITIES , $TORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL 0: a SfGNIFIDME OF THE DISCOVERED RESOURCE{S) SHALL BE OETEROFNED BY A QUALIFIED ARCHAEOLOGIST. HISTORIAN. OR MUST MEET CURRENT WATER AGENCIES' STANDARDS CONa ?TEE (WASC) STANDARDS. IF FAGXI17ES 00 NOT MEET SIGNATC#3F.' DA7F. -7 Z � 1 `�' � r 7;-; FACILITIES" Lu �} PALFOTOLOGIST IN CONSM?A17ON WITH TILE DEVELOPMENT SERROCES DEPARTMENT AND FOR ARCHFOLXiCAL RESOURCES. STANDARDS, THEN THEY SHALL BE UPGRAVED TO CURRENT STANDARDS AT THE CWHERS EXPENSE. IAN M.AROOLfNO m Nn_ 71651 ,'�' D Z THE NATIVE AAMEFUC41Y COMMUNITY THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION Exp. 12131119 RECORDED ON PROCEDURES AND ANY NECESSARY DATA RECOVER SERVICES BEFORE GRADING ACITW ESARE ALLOWED TO RESUME. 5. UTILITIES TO MAINTAIN MINNAUN 5-FOOTSFPAR4 TTON WHEN PARALLEL LNG WATER SERVICES- PASCO,LARG7,SUITER 8 AS50CIATFS �[ T'} AS DOC. #: i j n 535 N.HWY 101,SUITE A. CIVIL ` ¢ IJMVKWAREA 6. MfNIMUM HfORLZQNTAAL SEPARA TION OF 10-FEET REOU RED 9En'YFEN FIRE HYDRANTS AND SAN SOLAN,A BEACH, CA 92073 �� OF X45 J m €ARTkfNWVATA DIEGO Gr15 AND ELECTRIC VAULTS. PH:(858)26M212 cl - IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 14 2S4 SOFT STEEPESTEXrSTWG NA RpR,41-SL OPE ON-SITE-2 H: 1 V U ¢ IMPERVIOUS AREA (NEW)AFTER CONSTRUCTION:75,9M SOFT MAKWUM VERTfCAL DEPTH OF CUT 6.9' 7.ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAY5ANi7 ALL OCHER TR,AVELFD!NAYS- a 15%CCNTI NGE NCY FUTURE IM'ERVOUSARE�A:87,359 SQFT MAXIMUM VERTICAL DEPTH OF FILL=6-4' WATER METERSMU5TSEINFRONTOFTHEPARCEL TWYARESERWAC3 PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT TOTAL MPERVOOUS AREA(FILL BUILDQU7)._ SOFT CUT - 14.403 CY FILL ;r 533 CY INGRE45UE IN IMPERVIOUS AR&4 _ SOFT EXPORT= 13,8449 CY REMEDIAL =14,179 CY S. CALIFORNbA STATE LAW ASSEA18LY SILL AI�4953 IS TRE01AN)NC, TH,4T NO-LEAD BRASS BE USED W THE CONSTRUCTION OR � f� f O z op IMPERVIOUS AREA REPLACED; i� SOFT REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1• X10. IN COMPLIANCE MTN THIS LAW 7HF DDSTRICT SDWL � ry cn CONTAMWATED SOIL REM€DGATION=0 CY REQUIRE ALL A44 TFIRIALS TO FE NO-LEAD BRASS PARTS. f L lu sorLRt=M17VAlL =OCY Q • '�,`{r• 7TH -ZD�� I- !q � � 5 + S[7rLBURDAL DNSFTE =O CY 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS. AND SEr'RVICES SHALL BE PROVIDED MTN CATHOl C SU N DATE SIGN DATE SIGN DATE SIGfU DATE SIGN DATE 0 'NOTE.'EARTHKURK,CUTLER F&. WFfICH rS OVER 59 CUBIC YARDS,REQUIR€S ANADVITIONAL ENGINEERING G+IRADING PERMIT, PRO TECTAON IN ACCORDANCE WITHi WG 17 OR WC-18. 2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS I]ESIGNEDBY: DRAB E3Y: CHECKED 13Y: ENGINEERING PIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NEW SHEET 115 LOT 9 JQO 4021720 DESCRVTION' STATION -ENO-39' DNT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEO: `) APP VE 2 CHANGE OF IMPERVOUS AREA, LOT 4+7 O '1123/2020 LOCATION: TOP OF CURB. NORTHWEST PUBLIC WORKS DATE: '� � �, 1231 BIRMINGHAM DRIVE & QUADRANT OF BIRMINGHAM DRIVE AND LAKE BRIAN ARI3OLINO DATE L� 1832 WESTVIEIN DRIVE 1 3993-G PLAN N 11V G DRIVE IN THE MIDDLE OF THE RETURN. R.C.E. MO.: TLfiSi JESSI O41VE 5 EDWARD J- MER APN: 260430-20, 76, � �� - - CITY ENGINEER DATE REVIEWER _2 ELEVATION; 323-98' DATUM: NAVD88 INSPECTOR E3RJAIV ARDflLIN[7 F�(p,; 12+31119 GATE DAT-E PLANNING CASE NO: 18-074 TNIDW1)PIDRTMIII SHT 1 OF 17 P LSA 2382 i I - - - -- - - - - SHEET II I I � • I q � f I WESTVIEW DR. Eli a' co I - - - - - - -- - - - - - - - - - - - -�— + cz q r ! r� I I Lot 9 C I I q ��j I I q i i I SHEET 11 I � MEET � � SHEET � HE ET 5 N TOTAL ALLOWABLE IMPERWOUS SURFACE AREA (SF) LOT PERMITTED AS-BUILT iTOTAL ALLOWABLE REMAINING CREDIT I C I ! I Ion ! Lot 3 L I L„ Lot 4 � 1 7.054 8,112 ! I I L rn I — 1 r I F r n 2 6,591 7,580 Lot L 1 _, I I i � � Lr, � � � UD � L'j 10,420 I I I I "' + J � W � ---- � 9,302 4 6°jgB 3y m Lot z 8Q8 I i rn = = � _ _ M I L I r I I I I I 0 r — LA F �_. . - I -- 0 f 9,2 99 11,165 7 9;A29 11.IBB I I L I I I 9,056 III -Tif t I — 9 1 S,3s8 18,732 ROAD s,fi83 9.883 TOTAL 96,536 q - - ----- - ----- - _ - - ; � i C C LOT A GWYNN DR (PJ�) `� - -� _ — _ SHEET 6 SHEET 7 I ICI — r _ � LOT A �I ��r� LYNN � -- I TTTEET' — SH EE 4 €+ I I II � � � Lot S - - - - - - t - - - - - - - r - _SHF�9 SHEET a1- - - - - - - - - - - - - - - � � C I Ill , UJ I III SHEET 10 r I I III q q q I � - C I I I L — _ � — m � — I w 10 CIIo � .. C co I W I I I ki, 11 ", I 1 2= w ! q I w FF m W � — u, I q Lot 8 q m C I III o Lot I Lot 5 L 7 q + LOT B 0 I .. I + I I i HOA MAINTAINED WW � — _ I € I3CQRETENTION BASIN z LL Ir r- 7 + f 26,U. 2 LL L — f w i _ SCALE: 1"= 30' ¢ C �J - I I + F 0 30 so sa � o SHEET 8 I � � � � I SHEET 1 � SHEET 9 � - - - - - - - - - - - - - - - - - - - - fi - - � - - - -- � ET 7 � v Ll.l.l.1- r t r r f f l f , , r._; 1. r -.r r.�._+ ! f. r. r. IJLL_LL1- - !. J I ! f, 1, J. J. fr� i r r. ;. l. r. L ❑ ci PUBLIC IMPROVEMENTS PUBLIC 1WROVEMEwr ESS f q PREPARED B Y- - - -- - SWy^HERQ H FO..R SHO.WN F ERON FO REFERENCf ONLY REFERENCE QNLYR, Lu 9fE 738831 SEE 39931 PASCO LARET SUITER Lu N No. 71651 & ASSOCIATES Z do E 12/3,/19 r -p. PLAN VIEW - PROJECT KEY MAP # � CMIL ENGINEERING + LAND PLANNING + wO BU o N u CM �� sm North Mommy 10L Oft A, adii=Bnrlk, CA 9=9 Lu CO SCALE 1° = 30 zz LLI 0- CHANGE MO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY bR JAAN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. UPDATE LOT 9 100 4/9.2020 DESCRIPTION: STATION "ENC-39` INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMgMENOED. APPR VE T x. CHANGE OFIMPERVIOUSAREA LOT4+7 670 112312020 LOCATION: TOP OF CURB. NORTFiWES PUSL4C WORKS DATE: -7 `'Z q '1231 BIRMINGHAM [)RIVE 8K BRIRNARQOLINa GATE 1832 WESTVIEW DRIVE QUADRANT OF BIRMINGHAM DRIVE AND LAKE ����"� PLANNING DRIVE IN THE MIDDLE OF THE RETURN- R.C.E NO.. 71551 dI=SS OINENS EDWARD J. W ER APN: 260-430-20, 76, & 78 CITY ENGINEER DATE REVIEWER -7r 1 1 7 f f ELEVATION: 323.98' DATUM: NAVD86 INSPECTDR BRIANARDOLIN�O EXP__ 12131119 - DATE QAT PLANNING CAS ENO: 1"74TMb91DPjMINIC1)PrEIA SHT 2 OF 17 PLEA 2382 LEGEND: SUBDIVISION BOUNDARY A \\-7 LANDSCAPE ARCHITECT FENCE WALL PROPOSED SETBACK - - - - - - - - ��DSCAPE ARCHITECT FENCEIWALL 4' CMU W/2'WOOD FENCE ATOP ......... 1\ -11, PROPOSED EASEMENT N01 0413E 654.02 U W/2'WOOD P ri 14 ------ mg EXISTING CONTOUR 7 \ L j PROPOSED WATER W _ 327 CONSTRUCTION NOTES 326 LOT LINE 2 PROPOSED CURB &GUTTER .............. ------ .................. ........ 325 REFER TO STRUCTURAL PLANS FOR STRUCTURAL SLAB LANDSCAPE ARCHITECT PROPOSED CONTOUR ELEVATIONS AND SECTIONS. - 324 G) T, *1, .... ,.. .,J­­ 11 PROPOSED DRAINAGE DIRECTION FG 323.9 5' HIGH FEN5P MAX CUT 3.51 TG 323.80 TG 323.80 HP PROPOSED SWALE (DRAINAGE 1% MIN) FL 324.00 SLOPE H 4.,V-" IE 322.80 -40 IE 322.80 PROPOSED LANDSCAPE ARCHITECT EASEMENTS H/2 2.0'-.-," sl FG 323.9 SITE WALL ............ 6"ATRIUM GRATE . ......... HF- ce) PROPOSED RETAINING WALL EASEMENT FOR INGRESS AND EGRESS FOR PLACING Ty x FG 323.9 /6"ATRIUM GRATE AND MAINTAINING WATER PIPE LINES AND INCIDENTAL TG 323.80 TG 323.50 (TYP.) PROPOSED PCC PAVING PURPOSES,RECORDED JULY 18, 1950, INSTRUMENT NO. IE 322.49 HP zzz - IE 322.34 \24.1' 27050 OF TORRENS. u _D PERVV&aP IVERS - - - - - - F�SF EASEMENT FOR WATER PIPE LINE AND INCIDENTAL 7- - - - - - - - - - - - - 77K EG (325.40) PROPOSED 0" HT-6"X 16" PCC FLUSH PURPOSES, RECORDED AUGUST 10, 1950, INSTRUMENT §[�324_60 62 .9 CURB NO. 27131 OF TORRENS. S11 FG 323.6 HP PROPOSED SOUND WALL- SITE WALL # EG (326.80) - _j I X" 01 11 OZ HP FG 324.00 f- I I : EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL 15.0' PROPOSED DG PATH (41'THICK") 3 PURPOSES IN FAVOR OF SAN DIEGUITO IRRIGATION SYSB DISTRICT, RECORDED AUGUST 10, 1950, INSTRUMENT FG 324.00 FS.324.50 J FS,324.5,0­"'�.' PROPOSED BIORETENTION BASIN NO. 27132 OF TORRENS. All 11 . . . . . . 1 F7 EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL !IM 011 PROPOSED GRASS PAVE Irmo I-R ry PURPOSES IN FAVOR OF SAN DIEGO COUNTY, RECORDED J, Lu TG 323.50 WATER LATERAL AND METER DECEMBER 6, 1951 IN BOOK 4312, PAGE 410 AND 0 lu -­. .. . IE 322.16 p't DECEMBER 31, 1951 IN BOOK 4332, PAGE 228, BOTH OF• TG 323.80 FS�324 600-4 FS 324.60 OFFICIAL RECORDS. IE 322.2 5 IV) SEWER LATERAL AND CLEANOUT EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL MECHANICAL UNITS PER ARCHITECT FO PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC, FENCES PER LANDSCAPE ARCHITECT RECORDED NOVEMBER 18, 1952 IN BOOK 4658, PAGE 63 OF OFFICIAL RECORDS. (NO WIDTH GIVEN)(TO BE PUBLIC IMPROVEMENTS 30 1 1 1 1 1 7 1, QUITCLAIMED) FS 324.0 X A SHOWN HERON FOR - 6" STORM DRAIN WITH 6"ATRIUM GRATE EASEMENT FOR EXCAVATION AND/OR EMBANKMENT -1 22.6' FG 323.6 SLOPES, DRAINAGE STRUCTURES AND INCIDENTAL INLET (TYPICAL) REFERENCE ONLY LOT 1 HP PURPOSES IN FAVOR OF SAN DIEGO COUNTY, RECORDED FG 321 FS 324A APRIL 25, 1977 AS INSTRUMENT N0. 77-152884 OF 324 FF TG 323.00 SEE 13993-1 [0] .67 OFFICIAL RECORDS. IE 322.03 FS"32�7al-J ��FG 324.00 if AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PAD 324.00 PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC 1115.0' L FS 324.20 COMPANY, RECORDED JUNE 2, 1992, INSTRUMENT NO. MAX CUT 35 SYSB MAX FILL = 0.0' 1992-0340893 OF OFFICIAL RECORDS. (THE LOCATION OF ABBREVIATIONS: THE EASEMENT CANNOT BE DETERMINED FROM RECORD INFORMATION, AND IS NOT PLOTTABLE) i t SL PE H =4.0' FS = FINISHED SURFACE TW =TOP OF WALL AT FINISHED GRADE uj H/2= 2.0' TG 323.60 4 FG = FINISHED GRADE BW= BOTTOM OF WALL AT FINISHED GRADE EASEMENT FOR PRIVATE ROADWAY PURPOSES TO IE 321.95 jj FL FLOWLINE GF FACE OF GARAGE ELEVATION BENEFIT LOTS 1 THRU 9 TO BE RESERVED AND/OR FG 324.00 _. 1 `�T 50% 1 1 1 HP HIGH POINT GRANTED AT TIME OF SALE OF FIRST TRANSFER OF TITLE. -77 i"MN T 00 TG,3?3.$0 1 32'1.93 EASEMENT FOR PRIVATE STREETS AND EMERGENCY TG 323.50 GARAGE cl) ACCESS GRANTED TO THE CITY OF ENCINITAS AS SHOWN i iE 321.8 TG 323 8C LIMIT(TYP) LL TG HEREON. IE 322.00 IE co 23 6 HP I t !G EASEMENT FOR OPEN AREA FOR STORM WATER TREATMENT 12'1 _7 FS 324.50 4 PURPOSES TO BENEFIT LOTS 1 THRU 9 TO BE RESERVED AND/OR <> PRIVATE ROAD CENTERLINE TABLE r7__1 7 GRANTED AT TIME OF SALE OF FIRST TRANSFER OF TITLE. //qUEST HOUSE TG 3Z4.20 V jq- T4 IE 322:00 LINE LENGTH CHORDIBEARING RADIUS DELTA COMMENTS EASEMENT FOR DRAINAGE AND ACCESS PURPOSES TO BENEFIT 4 i TGI- 2a.,50�­ .- : I C1 65.79' N 09'2338"E 211.0' l7o5l'56" - IE 321.10v LOTS 1 THRU 9 TO BE RESERVED AND/OR GRANTED AT TIME OF FS 324.00 '4 FF 324.67 EG (324.20) -4 C2 128.88' S 00°4941"IN 211.0' 3459'50" SALE OF FIRST TRANSFER OF TITLE. I I i J=�� i FS i3230 1--J f PAD 324.00 7� C3 65.01, S 07*50'38"E 211.0' 17o39'12" �S 324.40 177 i L-A I ATRIUM GRATE Y f,' CITY OF ENCINITAS AS SHOWN HEREON. C, --- --- L2 f (T P.) Ll 73.84' S 00'27'40"IN --- STARTATPL EASEMENT FOR PUBLIC SEWER AND ACCESS GRANTED TO THE L7 TG 323.50 _7 1 86.19' N OOo5858"E I )OD N 7 TG '123.35 .4 IE 321.5 V) EASEMENT FOR WATER LINE PURPOSES AND ACCESS GRANTED TO TG 323.' 4 4 IE 139 : SAN DIEGUITO WATER DISTRICT AS SHOWN HEREON. 6"ATRIUM GRATE CUL DE SAC ROAD DATA (PRIVATE) 4 IE 321.20 TC 6"ATRIUM GRATE (TYP.) SYM DELTA BERG. RADIUS ARC LENGTH CHORD LENGTH DESCRIPTION EASEMENT FOR PUBLIC STREET RIGHT OF WAY GRANTED TO THE IE FYSB (TYP.) 0 11 TG 323.. 0 35�4324 30' 18.70' 18.40' TOP OF CURB CITY OF ENCINITAS AS SHOWN HEREON. TG 323.40 TG 323.2 0 IE 321.c 5. , 0 218°3043" 36' 137.30' 67.97' TOP OF CURB IE 321.30 IE 320.4 - - - - - - - - - - - - - - - - - - - - - - - EASEMENT FOR GENERAL UTILITY AS SHOWN HEREON TO 4�" HIGH FE BENEFIT LOTS 1 THRU 8. 1702432" 10,94' tli� 324 ------------------ A ko 36' 10.90, TOP OF CURB L LANDSCAPE ;42-°-- 0 325 -- 0 42" HIGH FENCE 12"xl 2 62°3321" 30' 31.15' TOP OF CURB ....... 32.75' tc TG32310 EASEMENT FOR PEDESTRIAN ACCESS AS SHOWN HEREON TO BROOKS BOX IE 320. 0 BENEFIT HOME OWNERS ASSOCIATION RESERVED HEREON. STORM DRAIN DATA (PRIVATE) SYM DELTA/BERG. RADIUS LENGTH DESCRIPTION J, 4 7'::��-: 7- 05 5612 214.5' 22.23' 8"PVC PIPE EASEMENT FOR PRIVATE PARKING AS SHOWN HERON TO BENEFIT A"D CROSS ' LOTS 1 THRU 8 C2 05 5532 . 207.5' 21.46 8"PVC PIPE o " FCC 32 I lig w AA m m m m - m m M ------ m UCfl 27 1042 207.5 98.43 10 PVC PIPE EASEMENT FOR DRAINAGE AND ACCESS PURPOSES TO BENEFIT I (, ,i"; C4 01 01°5335" 207.5' 12"HDPE PIPE CD m 22.W AA 6.86' HOMEOWNERS ASSOCIATION RESERVED HEREON. --T-,fNN D IPVT) w -6- IE 318.95 FC5] 17�39'12" 214.5' 66.09' 12"HDPE PIPE SEWER C.O. - vt HO W PIPE A MAINT INED P" RD 0 [�fl 26-31'09" 200.0' 00 RIM 324.�&' 92.57' 18"HDPE PIPE IE 317.13 IE 316,71 d - - - - - - SID PIPE FL71 S 79�0100" E 13.74' z 8"PVC PIPE I Ii 12 C 1 cn Lu 24.00' Cj + 3 + L2 S OOo5858" IN 83.25' 12"HDPE PIPE Lu CD Lu 14 44 c IE 317.07 z IE 316.24 L3 S 89"32'201' E 102.51' 8"PVC PIPE 0+ MONUMENT NOTE: 0 (D co z MAILBOX "NO PARKING FIRE 3% i� FL47 S 56-1151 E 51.80' 8"PVC PIPE Lu LOCATION U) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR 411�111 FL 32 .23 S LANE" SIGN L51 N 5/-7 < < FL 325.72 Stid" L 44.96' RV,HUM:Piet: BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH U) -0 10" OW FL6 S 88�46'31" E 61.19' 18"HDPE PIPE POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION Er+ BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED 0 16.5' /IB7// TO _U4,41" t: I Ll 0 Z,) FIS 31,24 31 U4' 8 HDPE PIPE z PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS C( 4 CURB INL L8 S 77�15'00- E 20.12' APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE i 2�6 8"PVC PIPE �z 0 pm 0 ,vk�'im w 0 ,!!ill SDRSD, D w S 324.48 N 76-3 8"PVC PIPE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. FS*197 FL9 315" E 19.51' FL 321.98 01 , < FGI CO 30. FL 101 N 87`5946" E 19.57' 8"PVC PIPE q- FES PREPARED BY.- 01 FYSa FG34.8 -.-�QG PATH., 21k:GROSS,SLOPE FL 1-1] N 784609" E 18.51' 4 PVC PIPE (j) < F < Lij 6"PVC PIPE <n FL 121 N 27`08'32" W 39.80' .f CL Lu FL-1-31 S 21�16'31" E co PA SCO LARET S U ITER 6j 17.38' 6"PVC PIPE c1q SEE SHEET 10 G m No. 71651 C) c\1 FL 14-1 NOO-3747- E 10.85, 6"PVC PIPE LLj & ASSOCIATES z 0? PLAN VIEW- LOT I - ce- Exp. 12/31/19 m Y) 0) Z LO FL 15� S 854055" IN 24.99' 6"PVC PIPE CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING w c\1 z FL 176 N 73-12'01" IN 26.54' 6"PVC PIPE clvl\� 535 Nwth Hlghwy 101, Ste A, Bolus Beer6 92075 SCALE 1" 10' U.) L 17 S 88°46`31" E 62.88' 18"HDPE PIPE OF CALaF mph$35.139.8112 ' fz$58.259.4812 comi a uj a- CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JAS JAS I BMA d DESCRIPTION: STATION "ENC-39" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: 1231 BIRMINGHAM DRIVE & LOCATION: TOP OF CURB. NORTHWEST PUBLIC WORKS DATE: -7®7--1 QUADRANT OF BIRMINGHAM DRIVE AND LAKE BRIAN ARDOLINO DATE PLANNING 1832 WESTVIEW DRIVE 13993-G DRIVE IN THE MIDDLE OF THE RETURN. REVIEWER R.C.E. NO.: 71651 JES& ()WF= S, EDWARD J. MER APN: 260-430-20, 76, & 78 ELEVATION: 323.98' DATUM: NAVD88 CITY ENGINEER DATE I BRIAN ARDOLINO EXP.: 12/31/19 -1 -7 / 17 FoRb/-9 OF 17 INSPECTOR DATE DA IE PLANNING CASE NO: 18-074 TMDB/DR/MIN/CDP/EIA SHT 3 PLSA 2382 Tv LEGEND: k, LANDSCA F�E ARCHIT CT-FENCE BV 4'-C-MU-'* "b'FENCE ATOP r SUBDIVISION BOUNDARY 4- 2�WW A, A NQVW�E194�02 � W_ ... .- - im w PROPOSED SETBACK - - - - - - - - ............. - NOR e� PROPOSED EASEMENT 325 - EXISTING CONTOUR 2:1 TW PROPOSED SEWER S 324 - 323 PROPOSED WATER W CONSTRUCTION NOTES 1 322 LOT LINE __FG P 322.40 -j PROPOSED CURB &GUTTER REFER TO STRUCTURAL PLANS FOR STRUCTURAL SLAB MAX CUT 2.8' PROPOSED CONTOUR ELEVATIONS AND SECTIONS. 25.0' EG 323.80) - EG (323.60) PROPOSED DRAINAGE DIRECTION ..... .............. PROPOSED SWALE (DRAINAGE 1% MIN) GUEST HOUSE PROPOSED LANDSCAPE ARCHITECT EASEMENTS SITE WALL 50 PROPOSED RETAINING WALL EASEMENT FOR INGRESS AND EGRESS FOR PLACING FF 322.87 4 AND MAINTAINING WATER PIPE LINES AND INCIDENTAL PURPOSES,RECORDED JULY 18, 1950, INSTRUMENT NO. PAD 322.20 PROPOSED PCC PAVING L 11 9.E t I t � 27050 OF TORRENS. I......_........................ ..........i i FG 321.2 t ED PERVW&P 123.6 SYSB EASEMENT FOR WATER PIPE LINE AND INCIDENTAL 15' -AVERS TRTIE TA 1 L - tj rs HP TG 321.00 IE 320.00 PROPOSED 0" HT-6"X 16" PCC FLUSH PURPOSES, RECORDED AUGUST 10, 1950, INSTRUMENT 6"ATRIUM GRATE 0� FS 322.50 CURB NO. 27131 OF TORRENS. (TYP.) FG 321.95 EX. UTILITY BOX EG (323.40) PROPOSED SOUND WALL- SITE WALL TO BE REMOVED EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL i e'1 c PROPOSED DG PATH (4"THICK") PURPOSES IN FAVOR OF SAN DIEGUITO IRRIGATION 6"ATRIUM GRATE DISTRICT, RECORDED AUGUST 10, 1950, INSTRUMENT (TYP.) TG 321.88 FQ 322.00 . . . . . . EG (324 00) 10 . PROPOSED BIORETENTION BASIN NO. 27132 OF TORRENS. TG 321.00 . . . . . . IE 320.88 EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL '0 IE 319.68 PROPOSED GRASS PAVE L L-L/ "'L<__/1 PURPOSES IN FAVOR OF SAN DIEGO COUNTY, RECORDED X TG.321.80 FG 322.00 FG 322.0Q --,,IE 320.46 WATER LATERAL AND METER DECEMBER 6, 1951 IN BOOK 4312, PAGE 410 AND � n DECEMBER 31, 1951 IN BOOK 4332, PAGE 228, BOTH OF I'M 1 32.50 FS 322.50 SEWER LATERAL AND CLEANOUT OFFICIAL RECORDS. PERGULA PER EG (323.20) J MECHANICAL UNITS PER ARCHITECT FO EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC, LANDSCAPE A FENCES PER LANDSCAPE ARCHITECT El RECORDED NOVEMBER 18, 1952 IN BOOK 4658, PAGE 63 LANDSCAPE ARCHITECT/ I I OF OFFICIAL RECORDS. (NO WIDTH GIVEN)(TO BE 5' HIGH FENCE' I I I I QUITCLAIMED) 23.6 X EASEMENT FOR EXCAVATION AND/OR EMBANKMENT FG 321.7 FS 322.60 FS 322.60 6" STORM DRAIN WITH 6"ATRIUM GRATE HP SLOPES, DRAINAGE STRUCTURES AND INCIDENTAL FG 322.00 INLET (TYPICAL) PURPOSES IN FAVOR OF SAN DIEGO COUNTY, RECORDED 11 15.0' JISYSB APRIL 25, 1977 AS INSTRUMENT NO. 77-152884 OF L...... IIE, OFFICIAL RECORDS. 6"ATRIUM GRATE AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL (TYP.) PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED JUNE 2, 1992, INSTRUMENT NO. ------- 1992-0340893 OF OFFICIAL RECORDS. (THE LOCATION OF LOT2 ABBREVIATIONS: THE EASEMENT CANNOT BE DETERMINED FROM RECORD S322.60 F INFORMATION,AND IS NOT PLOTTABLE) FF 322.67 FS = FINISHED SURFACE TW=TOP OF WALL AT FINISHED GRADE X TG 321.90 FG = FINISHED GRADE BW= BOTTOM OF WALL AT FINISHED GRADE EASEMENT FOR PRIVATE ROADWAY PURPOSES TO MAD 322.00 IE.320.09 FL FLOWLINE GF FACE OF GARAGE ELEVATION BENEFIT LOTS 1 THRU 9 TO BE RESERVED AND/OR 23 7 HP HIGH POINT GRANTED AT TIME OF SALE OF FIRST TRANSFER OF TITLE. 6"ATRIUM GRATE '?RS'LFM'-ENT FOR PRIVATE STREETS AND EMERGENCY TG 321 50 1 I E 319'14 (TYP.) ACCESS GRANTED TO THE CITY OF ENCINITAS AS SHOWN HEREON. Ll MAX CUT=2.8' - - - - - -- EASEMENT FOR OPEN AREA FOR STORM WATER TREATMENT MAX FILL = 05 L PURPOSES TO BENEFIT LOTS I THRU 9 TO BE RESERVED AND/OR 1.50 GARAGE Cj <C> PRIVATE ROAD CENTERLINE TABLE GRANTED AT TIME OF SALE OF FIRST TRANSFER OF TITLE. N LIMIT(TYP) LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS 6011 FG 321.6 N - - - - - - ci 65.79' N 09'2338"E 211.0' 17'51'56" - EASEMENT FOR DRAINAGE AND ACCESS PURPOSES TO BENEFIT LOTS 1 THRU 9 TO BE RESERVED AND/OR GRANTED AT TIME OF I HP C2 128.88' S 00'4941"W 211.0' 34*59'50" - SALE OF FIRST TRANSFER OF TITLE. FS 322.60 C3 65.01' S 07'5038"E 219.0' 17039'12" - El TG 3217C Ll 73.84' S 00'27'40"W --- --- START EASEMENT FOR PUBLIC SEWER AND ACCESS GRANTED TO THE Z' EG (322.10) IE 318.46 L2 86.19' N 00'5858"E --- CITY OF ENCINITAS AS SHOWN HEREON. TG 321.50 FG 322.00 EASEMENT FOR WATER LINE PURPOSES AND ACCESS GRANTED TO SAN DIEGUITO WATER DISTRICT AS SHOWN HEREON. IE 318.88 GF 322.17 I I. CUL DE SAC ROAD DA DATA (PRI VA TE) _FS 3-22.30 FG 322.00 SYM DELTA/BERG. RADIUS ARC LENGTH CHORD LENGTH DESCRIPTION EASEMENT FOR PUBLIC STREET RIGHT OF WAY GRANTED TO THE fIN GF 322.17 LANbISCAPE F&!322.00 t _j c HIGH IFENCE 35-4324" 301 1&70' 18.40' TOP OF CURB CITY OF ENCINITAS AS SHOWN HEREON. ir _42 X '30'43" 137.30' TG 321.50 218 36f 67.97' TOP OF CURB EASEMENT FOR GENERAL UTILITY AS SHOWN HEREON TO FG 321.6 IE 317.86 C3 1702432" 10.94' TO BENEFIT LOTS I THRU 8. 36' 10.90, P OF CURB HP 62°33211' 1 30' 1 32.75, 1 31.15' 1 TOP OF CURB - ------- MAX FILL 01.5 FS 32f.80 TG 321.40 EASEMENT FOR PEDESTRIAN ACCESS AS SHOWN HEREON TO TG 321.50 IE 318.45 FS 321.50 BENEFIT HOME OWNERS ASSOCIATION RESERVED HEREON. IE 318,77 x 2" STORM DRAIN DATA (PRIVATE) 6"ATRIUM GRATE SYM DELTAIBERG. RADIUS LENGTH DESCRIPTION 11w (TYP•) 30.0' KING FIRE EASEMENT FOR PRIVATE PARKING AS SHOWN HERON TO BENEFIT FC11 05"56'12" 214.5' 22.23' 8"PVC PIPE LOTS 1 THRU 8. LANDSCAPE FYSB 132- 207.5' 8"PVC PIPE 27 , 05�55 21.46' Fc 42" HIGH FENCE TG 319.3 '1042" 98.43' IE 317.00 FC3 27 207.5' 10"PVC PIPE -ri EASEMENT FOR DRAINAGE AND ACCESS PURPOSES TO BENEFIT 05335" 207.5' 12"HOPE PIPE FC4 01 6,86' HOMEOWNERS ASSOCIATION RESERVED HEREON. ............ 7 'PIP C5] 17�39'12" 214.5' 66.09' 12"HDPE PIPE ...................... 0 321 C6 '31'09" 92.57' 18"HDPE PIPE ... .. FS .60 \N F7 26 200.0' 13.74' S 79 010Q E 8"PVC PIPE z IE 312.77 114 7 C4 UJ Of SD PIPE '5858" IN 12"HDPE PIPE r- IE 316.24 AA \N TRA SIT ON FROM FL2] SOO 83.25' Lu A4 \IV IE 312, Z IE 31 .6 AA \jv 0"TO 12" PIPE FL3] S 89`3220" E 102.51' 8"PVC PIPE TINS /a M m MONUMENT NOTE: 0 0 51.80' 8"PVC PIPE U) z nt- CD uj 8 N'p�, - r) -A" FL4 S56-1151" E M, - - 1 1, T- THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR N N 18"HDPE PIPE < P/ L51 N 57 358" E 44.98' co p R 3 BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH cn PVT) _j CL - - - -- -- L6 S88°46'31"S 88°46'31" E 61.19, 18"HDPE PIPE POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION w -65 uj @ CURB INLET C BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO SDRSD, D-03 44 - FL 319.21 FL-7] I S25-0447" E 7.74' 18"HDPE PIPE 0 + .001 14 PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY,AS z FL 321.98 -TC-32234 FL-8] S 77°15'00- E 20.12' 8"PVC PIPE co _j 0 J2- APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE 1_�0 S IE 318�. 8"PVC PIPE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. uj 0 FL 321.78 FL9 N 76033'15" E 19.51' CJO S N 87°5946- E 19.57' 8"PVC PIPE S s FS1319.29 PREPARED BY. c� FL 321.68 S - S FL I�1 N 78�48'09" E 4"PVC PIPE Q < 18.51' AEL UJ BzI 31 FL 12] N 27*08'32" IN 6"PVC PIPE < 39.80' CL =7 Lu \-1­F&32T-761 -- PASO© L.ARET SU ITER w FL 173 S2Y1631" E 17.38' 6"PVC PIPE fIN r N. L No. 71651 '47" E 6?'PVC PIPE z 0? J12 FL 14] N OW3747" E 10.85' rs $21_16 & ASSOCIATES S 85 4D p/19 PLAN VIEW- LOT2 Exp. 12 3 U) 111D 155" IN 24.99 6"PVC PIPE FL 15 CML ENGINEERING + LAND PLANNING+ LAND SURVEYING 64 LLI - .!j 'ILI 7" LL16 clvk\� u') SCALE 11" 10' N 73�12'01� IN 26.54' 6"PVC PIPE 535 North H*hway 101. Ste A. Solms Duch,CA nV5 uj f "TRAW5..GIRMER :.' z L 17 S 88°46'31" E 62.88' 18"HDPE PIPE ph S58_W9M12 I fK SJUM9.4812 con z Lu a- DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS JAS JAS BMA DESCRIPTION: STATION "ENC-39" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPFJOV D- DATE -7 z LOCATION: TOP OF CURB. NORTHWEST 1231 BIRMINGHAM DRIVE & FG 322.( P 7f L ?9)011111 T 3 6"ATRIUM 42 4 QUADRANT OF BIRMINGHAM DRIVE AND LAKE BRIAN ARDOLINO DATE PUBLIC WORKS 1832 WESTVIEW DRIVE 13993-G DRIVE IN THE MIDDLE OF THE RETURN. PLANNING R.C.E. NO.: 71651 JESS6 OWENS EDWARDJ. MER DATE REVIEWER 9 If APN: 260-430-20, 76, & 78 CITY ENGINEER 19 1 00 ELEVATION: 323.98' DATUM: NAVD88 BRYNARDOLIN-0 EXP.: 12/31/19 -?- INSPECTOR DATE DATEt PLANNING CASE NO: 18-074 TMDB/DR/MIN/CDP/EIA SHT 4 OF 17 M PLSA 2382 TW 323.00 kPT fI ,CE I I 8" PVC @ 1.0°10 BOX s LANDSCAP L • - l �j w, r� IE 320.03 TG 321.40 BW 320.,50 RETAINING WALL ` �� w° 4' CMU VV/2'WO INC ATP �` :. 1 321.90 ! - �_E 6` FE SUBDIVISION BOUNDARY ® ® ® PAR SDRSD C-2 L._ � 4 LAND AP NCE, NO GAPS IE 316.00 MAX T3 - _ - - - - - - - - ENO 4'�3" ";654.02' ��:,� :� - - PROPOSED SETBACK _ T PROPOSED EASEMENT - - - - ' EXISTING CONTOUR TV1.323 00 - _. I`� TW 322.00 r TW 323.42 - TW 323.00 BW 323.00 PROPOSED SEWER S _. 322 WATER BAR PER ;-" -i': __.... _...._ . _-...._... __ _.__.._ ___...- PROPOSE W __ .-_ __.__ __.� _�_..._.. -..� CONSTRUCTION NOTES 321 -..._. .__�..w_ __ - ENCINITAS TRAILS "'� ' -.- __._ ___._�_ .•. I LOT LINE -- J EXISTING DIRT ROAD MASTER PLAN DETAIL 8 "�:j+ : PROPOSED CURB &GUTTER REFER TO STRUCTURAL PLANS FOR STRUCTURAL SLAB EG (323.50) EG (323.30) /f TO BE REMOVED a OF EXISTING PAVE _.-' • ••�-�'�' PROPOSED CONTOUR tort ELEVATIONS AND SECTIONS. GUESTHOUSE TG 320.10 25A' TO SE REMOVED """-••.. ._ 1 PROPOSED DRAINAGE DIRECTION ... ....... _ _,___..... _...___-.. . TG 20.10 __..__ IE 319.10 _._ c - RYSB _ _ ____..... _._.._. •______.. _.... ___ __.. _... .a ,.: . I PROPOSED SWALE (DRAINAGE 1% MIN) •E 1 ! FF 32 . 1 _ - - - - __ ______ . _ M TG 320.0 ' ,". PROPOSED LANDSCAPE ARCHITECT EASEMENT - - _-_ - _ -_ - T == = = __ - - - TG 320.10 TG 320.00 SITE WALL I I I I 6"ATRIUM GRATE x IE 319.10 IE 318.77 IE 3fi8.68• ~ Y : ` ',; I PROPOSED RETAINING WALL EASEMENT FOR INGRESS AND EGRESS FOR PLACING PAD 320.5 tT (TYP.) - - - - - - - - - - - - - - - - :{':#.: I .. - - - - ,- - - - - -- - - - - - AND MAINTAINING WATER PIPE LINES AND INCIDENTAL (EG 322.5) ti- : . .�. I PROPOSED PCC PAVING PURPOSES,RECORDED JULY 18, 1950, INSTRUMENT NO. ..= (EG 322.8 - (TYP.) PAVERS 27050 OF TORRENS - II - - -- - 6 ATRIUM GRATE - C J - 1 I I P�OPOSECL PERVIO SPA EASEMENT FOR WATER PIPE LINE AND INCIDENTAL TYP. t r EG (322.80) i v o ° v II ;�fix::. . 0*A L° S � t3 z I I FS 321.0 ° © v FS 321.0 ° " ` v © Q ( PROPOSED 0" HT-6"X 16" PCC FLUSH 2 PURPOSES, RECORDED AUGUST 10, 1950, INSTRUMENT EG 323,20) a 4 ° D (EG 32 }:.#= I CURB NO. 27131 OF TORRENS. 1% ° I - ., =32 ,7) 15.0' I Q ------I) f,� PROPOSED SOUND WALL- SITE WALL 15.0' TG 320.10 SYSB I EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL SYSB -� IE 318.53 I I d a ° v. _ _ PROPOSED DG PATH (4"THICK") O PURPOSES IN FAVOR OF SAN DIEGUITO IRRIGATION _ _ _•- -` _ __ _ _ _ _ _ _ - ` - ° ° FS 321:1 ° i I DISTRICT, RECORDED AUGUST 10, 1950, INSTRUMENT TG 320. - - FS 321.1 ° v FS`'321.0 PROPOSED BIORETENTION BASIN%° I I ..._. � I ' ` w * NO. 27132 OF TORRENS. II IE 318.1 v :a- { ! t : EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL I I D v .''7`":' I PROPOSED GRASS PAVE `' 4 I�- "... - PURPOSES IN FAVOR OF SAN DIEGO COUNTY, RECORDED (( ° 1% ,, F.:. 7" DECEMBER 6, 1951 IN BOOK 4312 PAGE 410 AND EG (323,00) `� °. a p I I � � �j�.;• WATER LATERAL AND METER '- --� �` DECEMBER 31, 1951 IN BOOK 4332, PAGE 228, BOTH OF E I I p v rf (I :^.�,•~. SEWER LATERAL AND CLEANOUT ( {S OFFICIAL RECORDS. FS 321.1 EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL I I I MECHANICAL UNITS PER ARCHITECT O 5 I Q I LOT 3 PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC, F 1- 321 . 1 7 r I I I FENCES PER LANDSCAPE ARCHITECT RECORDED NOVEMBER 18, 1952 IN BOOK 4658, PAGE 63 I I s I OF OFFICIAL RECORDS. (NO WIDTH GIVEN) (TO BE PAD 320.5 _ w 319® QUITCLAIMED) !E 31$.36 .-�I -.: II EG (322.50) X 6" STORM DRAIN WITH 6"ATRIUM GRATE _ I I Lbw GF 320.67 - - - - _ _ -o- - - _ EASEMENT FOR EXCAVATION AND/OR EMBANKMENT ` ; MAX CUT= 3.0' I ! I I I 6 SLOPES, DRAINAGE STRUCTURES AND INCIDENTAL l/ - -- -_- _.- f MAX FILL =0.0' I I I I -•: INLET(TYPICAL) 0 PURPOSES IN FAVOR OF SAN DIEGO COUNTY, RECORDED YSB I i I i ° ` -' - - t 'I• .-01 APRIL 25, 1977 AS INSTRUMENT NO. 77-152884 OF 1 ~'" ° WATER R PER OFFICIAL RECORDS. TG 319.78 ENCIN'FTA TRAILS ! ! I f GARAGE TG 321.00 v \- AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL _ • :. I( F �4 I-----� I IE 318.78 M TER PLAN- TAIL 8 I I j i LIMIT(TYP) IE 31`I+3.93 LANDSCAPE ARCHITECT (I ✓., :''z:' PURPOSES IN FAVOR OF SAN DIEGO GAS AND ELECTRIC 6 ATRIUM GRATE COMPANY, RECORDED JUNE 2, 1992, INSTRUMENT NO. (TYP.) 5 HIGH FENCE I I I 1992-0340893 OF OFFICIAL RECORDS. THE LOCATION OF I I I I I I v I ( ABBREVIATIONS: THE EASEMENT CANNOT BE DETERMINED FROM RECORD U- v� I f I I �r� I I I i 1 I € p I rN I I TG 319.80 I I `,: FS = FINISHED SURFACE TW=TOP OF WALL AT FINISHED GRADE INFORMATION,AND IS NOT PLOTTABLE) '._.._ N I I �� € I II IE 318.07 I I I ( I FG = FINISHED GRADE BW= BOTTOM OF WALL AT FINISHED GRADE EASEMENT FOR PRIVATE ROADWAY PURPOSES TO I I FS'320=Z ._ !_.. .__....._ _ I( �.•• .. ., FL = FLOWLINE GF = FACE OF GARAGE ELEVATION BENEFIT LOTS 1 THRU 9 TO BE RESERVED AND/OR li I I I II O HP = HIGH POINT r--- �._ �.._._...Wt .� I( ". // f I ;_;��:• GRANTED AT TIME OF SALE OF FIRST TRANSFER OF TITLE. TG 319.90 IE 317.6 . (EG 322.2) // iI I f' EASEfNT FOR PRIVATE STREETS AND EMERGENCY a 6"ATR@Uft�1E ACCESS GRANTED TO THE CITY OF ENCINITAS AS SHOWN II (TYP.) -�� II ? 8Q / IE 311.E I I� HEREON. 3 ( I IE 318.21 .. // TG 319.70; I EASEMENT FOR OPEN AREA FOR STORM WATER TREATMENT 320 _ IE II , ,; i� i - - - - - - - - - - - - - - 9 PURPOSES TO BENEFIT LOTS 1 THRU 9 TO BE RESERVED AND/OR 1 i O I I �-~-•--' ;� ARCHITECTURAL �",, TG 319.60 I I , . I I .%" f j` I •<r`•'.:, O PRIVATE ROAD CENTERLINE TABLE GRANTED AT TIME OF SALE OF FIRST TRANSFER OF TITLE. II i s I iI 44 TG 319.7 "� r' PR�U CTION PE, IE 318.82 �' �f / LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS I E 318.43 0 ( ARCHITECTPLANS I I 32 ° EASEMENT FOR DRAINAGE AND ACCESS PURPOSES TO BENEFIT C1 65.79 N 09'2338"E 211.0 17 51'56" I( -'-.-.- - - - - - -� - LOTS 1 THRU 9 TO BE RESERVED AND/OR GRANTED AT TIME OF f° z C2 128.88' S 00°49'41"W 211.0' 34°59'50" 10 SALE OF FIRST TRANSFER OF TITLE. iL C3 65.01' S 07°50'38"E 211.0' 17°39'12" - I [ TG 319.70 317 316 30.0 FS 320.00 ` TC 315; L 1 73.84' S 00°2740"W --- --- START AT PL 11 EASEMENT FOR PUBLIC SEWER AND ACCESS GRANTED TO THE fG 321.7 (I,, ;' ( I -- I FYSB IE 318.60 2"x12" ,` CITY OF ENCINITAS AS SHOWN HEREON. E 318.46 (( I ' i -- 320 BROOK , / --- --- - I E 313.5 // // L2 86.19' N 00°5858"E EASEMENT FOR WATER LINE PURPOSES AND ACCESS GRANTED TO �p�tRPt319 FS 318.00 ;'� SAN DIEGUITO WATER DISTRICT AS SHOWN HEREON. �`' //e` _--/ DATA (PRIVATE) I I -�- _ 12"x 12" � AD DA __.... > CUL DE AC ROAD V CD CAPE (I T 3 3 ,50 ? BROOKS BOX I 1 I F ENCINITAS AS SHOWN HEREON. WAY GRANTED TO THE IE E 310 ? I' 4 TG 318.40 '' ' :' // 7 ©354 2BERG RADIUS AR18.70'NG CHORD LEN DESCRIPTION OF CURB 33 / EASEMENT C OR PUBLIC ,f f f/ G ENCE I ! a / t6 IE 316.74 NO PARKING F E // \\i; j ° -- - I AS SHOWN HEREON TO \ 1 _ - - . ' C2 218 3043 36 137.30' 67,97 TOP OF CURB EASEMENT FOR GENERAL UTILITY S O 0 t I s 1 BENEFIT LOTS 1 THRU 8 fl - y•,,:. ,. �...: :. ., 17°24 32" 36' 10.94' 10.90' TOP OF CURB LANE SIG ^� \ 531 _--. -- t 31.15 OP OF CURB t 1 r / _._ { I_ [ \ O 62 3321 30 32,75 T �� r. � t- -I•E 30��, r,,..i� G 319.40 - • 4 - ' �:-- O p._ II ® , � € ; :�' n, ' ... . . • . .- _ _ _; 1 ;......__E EASEMENT FOR PEDESTRIAN ACCESS AS SHOWN HEREON T I E 317.1 (� 1 "; ! ; I € f I _ ? t BENEFIT HOME OWNERS ASSOCIATION RESERVED HEREON. .._, _I _.. ;. STORM DRAIN DATA PRlVAlE _ .... i t P rRKN FIRE I �I ""SIC SYM DELTA BERG. RADIUS LENGTH DESCRIPTION E I , ! _...__; I _. ...:.. If/ _ ° 6' „ PRIVATE PARKING AS SHOWN HERON TO BENEFIT . [ EASEMENT FOR FL 315. fi / - i a I ,� LOTS 1 THRU 8. ._� L_--1 W W M M M M M M - .., fk M -! 5 2 214 5 8 PVC PIPE CZ 207 W III v � 1 r1 ' D5°5532" 5' 21.46' 8"PVC PIPE __. 1 16 IE 11 01 �- "� ..► W Jt, 71E 313.14 � 30 3: 9 X/ � J-�"� W PIPE I( W PIPE 2 GWYM-4 ;1 �I ; E 30 1 ? C3 27°10`42" 207.5` 98.43' 10"PVC PIPE NHS LiC WE.LL.. -...__. ' _ - __ _ _ = _,., - _;- ,---' ' w- EASEMENT FOR DRAINAGE AND ACCESS PURPOSES TO BENEFIT W -. --- - - _-�- ._� �--� � r �_ ° t rr t tr - °-- -- - - -- -- -� -- - - - 1 -- 11]lONI MENT PER SL F2SID Mil C4 01 5335 207.5 6.86 12 HDPE PIPE HOMEOWNERS ASSOCIATION RESERVED HEREON. C5 -z1 _ - _ _ -- - -- - -ca- FS 316.50 -- -- -I-- - _ , . .,/ 24.00 11 L2 L2 a " ; _• �I IE 311.25 ❑ I "1fTi- C�NCF2ET C� LAR C5 17 3912 214.5 66.09 12 HDPE PIPE E_ T - - : C RlE7E ° OLD FS�5,6 i r G6 26 3109 200.0 92.57 1$ HDPE PIPE _ -- -- � � E A-4• C O (- _ ;. DEEPEN I,4A,5 N R ;_ -- a °' r m o € t P SI RSD Cl 09 ; ._ v ,..,...... p._....._. r.--.-_I f. .._ ! € y, \ h f a r n , " C 2I M 315 02, 1 = q - i L 1 S 79 0100 E 13.74 .8 PVC PIPE z_ Iv ' 2 __..� __._I _E _ w .. _. L2 S 00°58'58" IN 83.25' 12"HDPE PIPE UT 30 .9 !'� I i i 1 t- w I E 312.7 ti g �� S--�- S S S S _ _ ° Q S S 89"3220" E -- 102.51 8 PVC PIPE V w w s. FL 315.87 307. I Z S MONUMENT NOTE: -jr `; .... ( ��� � ._..__. I L4 S 56°11`51" E -- 51.80' 8"P uZ3 _.- �_... I.__... 811 VC PIPE + S I I i € ;� ._-._...I �..-. 1 ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATtON AND/OR S `� _... g i € _ . 1 L5 N 57 13 58 E - 44.98 18 HDPE PIPE `t w ® , .,.> ,.. ' . ... .I- E _.......; ;..._ _._.. %. < I'- ..7 i; 1 14.(i - r d k �i ./l� 1 1 1 0 ots BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION SUCH SEESHEET L6 S 88°46'31" E 61.19' 18"HDPE PIPE POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION W L7 S25°04'47" E 7.74' 18"HDPE PIPE BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO � p PRACTICE LAND SURVEYING.A CORNER RECORD OR RECORD OF SURVEY, AS L8 S 77°15`00" E -- 20.12' 8"PVC PIPE � J 0 APPROPRIATE, SHALL 8E FILED BY THE LICENSED LAND SURVEYOR OR THE �p L9 N 76°33'15" E -- 19.51' 8"PVCpIPE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. w Q L 10 N 87°5946" E -- 19.57' 8"PVC PIPE -' m L 11 N 78°48'09" E -- 18.51' 4"PVC PIPE �®QR®NA�C l oygl PREPARED BY. L 12 N 27°08'32" W -- 39.80' 6"PVC PIPE �� ®0��� PASCO ET S U I TE R a w W L 13 S 21°16'31" E -- 17.38' 6"PVC PIPE � f-- w N PL/`tlV VIEW° LOT 3 L14 N00°37'47" E -- 10.85' 6"PVC PIPE Exp.®32/31/19 ° & ASSOCIATES Z L 15 S 85°40'55" IN -- 24.99' 6"PVC PIPE CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING � N SCALE 1" = 11 L 16 N 73°12'01" IN - 26.54' 6"PVC PIPE q C!V!L ��\P 533 North Hihway 101, Ste A, Solari Dftch,CA 92075 z uj �co L 17 S 88°4631" E -- 62.88' 18"HDPE PIPE OF CALF mph 858.259.8212 I $$58.259. 12 cow z w CL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JAS JAS BMA DESCRIPTION: STATION "ENC-39" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP V D 1231 BIRMINGHAM DRIVE LOCATION: TOP OF CURB. NORTHWEST PUBLIC WORKS DATE: 7�' QUADRANT OF BIRMINGHAM DRIVE AND LAKE BRIAN ARDOLINO DATE a: 1832 WESTVIEW DRIVE 13993-G DRIVE IN THE MIDDLE OF THE RETURN. PLANNING R.C.E. NO.: 71651 .JESS OWE PS EDWARD J. MER AP : 260-430-2®, 76, & 75 CITY ENGINEER DATE REVIEWER �. -- �' 1 ELEVATION: 323.98' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/19 DATE DATE PLANNING CASE NO: 18-074 TMDB/DR/MIN/CDP/EIA SHT 5 OF 17 PLSA 2382