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2014-12022 G (Plans)RIGHTOFWAYNOTE EROSIONCONTROL STORMWATERPOLLUTIONCONTROL OMPN07FSRELA77VE7000NSTRUCTIONACTMTIES OMWFR IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR 10 MORKING IN THE PUBLIC 1 IN CASE EMERGENCY NORK IS REQUIRED, CONTACT JOHN DULICH AT (760) 815 -9000, 24 HOURS A DAY. CONCRETEWASHOUT LEGEND STANDARD SYMBOL RIGHT OF WAY. FAILURE 10 DO SO NIL! RESULT iN ISSUANCE OF A STOP NORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESOON98UTY CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SZED CONCRETE &UBDiV1SON BOUNDARY OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY M IS 2. EQUIPMENT AND NORKERS FOR EMERGENCY NORK SHALL BE MADE AVAILABLE AT ALL LIMES DURING THE RAINY SEASON (OC706ER 1 TO APRIL WASHOUT AREA 70 CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL 10 WASH CONCRETE; SLURRY, MORTAR, STUCCQ PLASTER AND THE LIKE 15. ALL NECESSARY MATERIALS SHALL BE STOMRLfD ON SITE ON OC106ER 1 AT CONWAENT LOCA17OVS TO FACILITATE RRAPE CONSTRUCTION INTO THE STORMWAMR CONVEYANCE SYSTEM OR ANY RECEIWNO WATER. CONTRACTOR SHALL POST A SIGN DESIGN47ING THE WASHOUT LOCATIONL PROPERTY LINE DRA/NAGENOTE 7EMPORARY EROSION CONTRA MEASURES WHEN RAIN IS IMMINENT. CONS STABILIZED NV SITEACGESS EASEMENT LINE NO CONCENTRATED DRAINAGE fLON5 ARE PERA6ITEQ OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FRRAM STRUCTURES FOR A 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFlED M17HOUT THE APPROVAL O- THE ENGINEERING INSPECTOR A STABILIZED CONSiRIICTON SITE ACCESS SHALL BE PROVDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DiRT OFF SIZE. THIS - - MIN NUM OF 5 ffET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY SHALL INCLUDE USING MATERtAC SUCH AS 3' CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES EXISTING CONTOUR 4. THE CAV7RACTOR SHALL RESTORE ALL EROSOW CONTRA DEMI,ES TO NOTICING OLDER 10 THE SA RSFACDON OF THE CITY E7VGlN€€R AFTER UIX/TYNOTE EACH RUN -OFT PRODUCING RAINFALL CONSNUC77ONVEHICLES A SPECIRC AREA AWAY FROM IXtU&S AND STORM DRAIN SHALL BE DES16NATED FOR CONS7RUC7Kkl IfWI ES PARKINS VEHICLE RE:UEUNq EAYSTTNG ELEVATION ALL UALIRES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5 THE CONNAC70R SHALL INSTALL ADDITIONAL EROSION CONTRA MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN AND ROU77NE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE Off --GITE. 170 INCOMPLETE GRADING OPERA71ON OR UNFORESEEN CIRCUMSTANCES WH/Cl MAY ARISE NEW CONTOUR GENERAL NOTES 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE EROSION CONTROL NEW ELEYATON' 170.50 UNSAFE OR ARE PO UNSAFE INSTALLN CONTRA MUST BE NT SURFACES FOR ALL ERO&VE SURFACES SL MAT SURFACES ESPEOYALLY MALL BE PROTECTED AGAINST EROSION BY 1 ALL NORK SHALL BE DONE AV ACCORDANCE NTH TESE PLANS THE STANDARD SPEMFICAACWS FOR PUBLIC NgRKS CONS7RUC 7)E INSTALLING ERO &ON RESISTANT SURFACES SUCH AS EROSION CONTRA MATS ADEQUATE (,ROUND COVER VEGETATOR! AND BONDED FlBER DAYUglT LINE - a- a -a -n- DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR MA7R/X. REA49ONS IHfREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TU ANY REQUEST FOR INSPECTION 7. ALL ER090N CONTRA MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORAiED HEREON NO €XCAVA77ON AND GRADING AC7IN7 €S ARE ALLOED DURING MET NEAIFIER. 810-SWALE DETAIL A' O 2. THE SOILS REPORT DTIED ' "PRftIMINARY GEOTECINICAL HVVESDGATION PROPOSED RE9DENTAL AND GARAGE UUNl15 POPIION OF LOTS 10 AND 8 GRADED AREAS AROUND 1}IE PROTECT PfR/MEIER MUST DRAIN AWAY FROM THE FACE OF SLOE AT THE CONCLUSION OF EACH MORK DAY. 13 MAP NO. 2049, 127 -129 NEST JASON STREET LEUCADIA, SAN DIEGO COUNTY CALIFORNIA' PREPARED BY COAST GEDTEGHNICAL DATED g, ALL REMOVABLE PROTECTIf REVILES SHOW SHALL BE iN PLACE AT THE END OF LEACH NClRIIING DAY WEN THE F7Vf 5 DIVERSION DIKES SHALL B£ CONSTRUCTED 7O CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS GRASS- -LINED DRAINAGE SWALE DETAIL D OCTOBER 24 2009, AND UPDATED 7HE REPORT PILED 'GEOIEMNICAL UPDATE REPORT PROPOSED REWENRAL AND GARAGE UN17S 127 -129 () DAY RAIN AGAINST ER45YOV USING PERMANENT AND TEMPORARY E7R09ORI CONTROL MEASURES DIRECRLIV Of ROW #EST JASON STRffT LEUCAOI, CALIFORNIA° PREPARED BY COAST C€07ECHMCq� DATED ,A'lNE 17, 2014. SHALL BE CONSIDERED AS A PART OF PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X) &LT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL y 7HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDA77ONS AND SPfCIRCA1/ONS CONTAINED IN SAID REMOVE EXISTING WGL7ATIoN ONLY MWEN ABSOLUTELY NECESSARY. LARGE PRO,ECiS MAIL BE CONDUCTED IN PHASES 10 AM UNNECESSARY REPORTS REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY THEY HELP DECREASE EROSION. CONCRETE PAWMENT PER PLAN STORAli1'AiERPOLlU7'IONCONTROL POSTCONSlRUC1TONBMPiIMPNOTES 3 SEPARATE A/PPROVAtS AM)1'EAiMl15 FOR ANY C()YSTRUETON NI7HlN PUBLIC R/GI1T -A� WAY OR EASEM£IN15 SHALL BE REQUIRED IN 7EMPORARY VELETA DON MUST BE PLANTED ON SLOPES OR NWERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL CORAUNCRCIN M1Tf IMPROVEMENT PLANS 1. FOR STORM WATER POLLU77ON CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE PURPOSES EROSION SHALL BE PREVENTED BY PLAN17NG FAST- GROMING ANNUAL AND PERENIWAC GRASSES TO 99LD AND BNVD THE SOIL PERMEABLE PA VETS FOR BMP'S NOT UNl ECO S70NE OR APPROVED EQUAL � d a o o � ❑ ONTO GRASS AND LANDSCAPE AREAS PRIOR TO CACECDON AND DISCHARGE ONTO THE STREET AND /OR INTO ]Nf PUBLIC STORM DRAIN SYSTEM PLANT PERMANENT VEGfTA DON AS SOON AS POSGIBif, ONCE EXCA VA DONi AND GRADING AC1/WHES ARE COMPLETE. TO BE MIAOFlFED MI7NO/T PERMlSSIOI DETAIL. G' 4. WI7TEN PERMISSION SHALL BE OBTAINED FOR ANY Off9TE GRADING 2. GRASS AND LANDSCAPE AREAS "OVA TED FOR STORM WATER POLUMV CONTRA SHALL NOT BE MODIfIfD IWTHOUT A PERMIT FROM THE 5 CONTRACTOR SMALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO PROTECT ADJACENT PROPERTES DURING GRADING OPERA TONS CITY WATER USAGE FOR DUST CONTRA SHALL BE MIM MIZED. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDIHOV EXISTING PRIOR 70 GRADING. CONCRETE MASONRY RETAINING WALL SDRSD C -1,C -2 3 ALL IMPERVIOUS AREAS N11HlN THE SIZE MALL DRAIN TO APPROVED BAIP//iiMP FAAUDES AND /OR TO TURF OR LANDSCAPED AREAS M11H ON- SITECONSIIRUCAONMATERIAL STORAGE 6. THE DEVELOPER SMALL BE RESPONSIBLE 7HAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE ADEQUA7E MWNDCOVER PRIOR 70 DISCHARGE FROM THE SITE. ALL IAIP€RNOUS AREAS MUST StApE TOWARD iH€ APPROVED BMPINP STORED MATERIALS SNALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE PESE ORAVEL BAGS (CASQA SE-4, & 10) & DETAILS E & F RE- ESTABY90 AND REPLACED BY A REGISTERED aW ENGINEER OR A LICENSED LAND SURVEYS FACILITY AND /OR THE 7URF/LAMXAPED AREAS PRODUCTS NWERE THEY MLL STAY DRY OUT OF THE RAM. CONTRACTOR SHALL PROVOE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -97E ELIMINATE OR REDUCE POLLU170V O• STORMNATER fROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOILL, PARING SILT FENCE MATMALSS ASPHALT CONCRETE AGGREGATE BASE ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAMR STORMWAIER (CASQA S€ 1) k DETAIL G 7. THE CONTRACTOR SHALL L)ESGN CONSTRUCT AND MAINTAIN ALL SAFETY DfiHES 1NAUDING 9HOR/N AND SHALL LE RESPONSIBLE FOR 4. NO DRAINS SMALL LE INSTALLED IN HARDSCAPE DRNEWAYS OR ANY DITHER IAIPfRNOUS AREA UNLESS THE FLOW FRAM THE ARAN TOMS A/JD S10RM DRAM NNL£IS S)OCIKPLfS SHALL BE COVERED OR PROTECTED NTH SOC STABMLlZAT70N MEASURES AND FRONDED INTH A STABILIZED COVSTRUCTON ENTRANCE (CASOA STANDARD TV-1) �4 DETAIL D CONFORMING TO ALL LOCAL, STATE` AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULA TINS DISCHARGES TO AN ADEQUATE IMP/BMP. TEMPORARY SfORI$ D BARRIER AROUND THE PERIMETER C ALL DMES J 8 GRADING AND EQUIPMENT OPERATING IWINN ONE -HALF 1/1 MILE OF• A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 5 DRIVEWAYS SMALL HAVE A MIN /MUM 2X CROSS SCOPE TOWARD THE IMP P AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS TRAINING LIMP AREA -NOT 10 BE MODIFlED DETAIL B' w_ EE iNEEN THE HOURS Of 5.30 P.M. AND 730 A.M. NOR TURDAM SUNDAYS AND CITY RECOGNZ£D HOLIDAYS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT 70 AN ADEQUATE IMP MTNXUT AREA-NOT FROM THE CITY CONTRACTORS EMPLOYEES HHO PERFORM CONSTRUCTION IN THE CITY O° ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NiTH THE CITY O IM 9 NO GRADING OPERAM NS SHALL COMMENT UNTL A PRE- CAVSTRUCDOV MEETNG HAS BEEN HELD ON97E WIH THE FOLLOIWNG PEOPLE 6. ALL STORMWA7ER !MPIWP FACULITES SHOW HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. ENCIMTAS STORMWATER POLLUTION CONTRA REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO Elf RYONE WURK/NG ON SITE.. THE PRESOV CITY INSPECTO. OW ENgNE€9 SOILS ElNGyrNfER GRADING CONTRACTOR AND P €RMITIEE. THE PRE- CONSNUCON AEENNG SHALL BE PROPERTY OWWER(S) AND iRE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER REQUIREMENTS AND THOR OW AfRENA7106 SCHEDULED of 7H THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 63,- 2770. 7 THE INSTALLARO OF ADDITIONAL IMPERVOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVSED OR THAT A RE9P0YN98LNIES SEPARATE ENGYNffRING PERMIT B£ OBTAINED TW = TOP O- WALL r 10. PRIOR 70 HAULING DIRT OR LYINSIRUCTON MATETRALS iCI ANY PROPOSED CO'VSIRUCTON 571E MTHIN THIS PROTECT THE DEVELOPER SMALL WAS)EAG4NAGEMENT FG = FlNISH GRADE SUBMIT 70 AND RECEIVE APMOYAC FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE DH£ DEVELOPER SHALL COMPLY 1NTH ALL 8 ALL EXISTNG AND PROPOSED 7RA91 ENCLOSURES &PALO BE FlTIEO TO cm INTH STORM WATER BEST MANAGEMENT PRACTICE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UMIUSED CONSRUCTON MATERIALS DUMPING OF UNUSED OR CONDITONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE Of TH REGARDS TO THE HAULING O'ERADON. REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERViOU NON- COMBUS77BL€ ROOF THAT MLL NOT ALLOW RAIN WATER 70 ENTER WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM IN70 THE CONVEYANCE SYSiETII IS STRICICY PROHIBITED. TG = TOP O" GRATE n JUPITER ST INE ENCLOSURE THE ENCLOSURE SMALL BE LOCKABLE AND LOCKED UJEN NUT IN USE A BfRAI SHALL BE INSTALLED AT ALL MAW 7O HP = HIGH POINT " ? ? N 11. UPON f/NAL COMPLETION OF THE NORK UNDO? THE GRADING PERMIT BUT PRIOR TO RNAL GRADING APPROVAL AND FINAL RRfASE OF HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSiER AND 70 PREVENT ANY ROW O- STORM WATER THROUGH THE TRASH ENCLOSURE NO SEEPAGE fROM ANY OUMPSiER SHALL BE DISCHARGED INTO STORMWAiER. BERMS ES SHALL BE PLACED AROUND ALL DUMPSITES TO ' F/ - z SELYIRITY AN 'AS GRADED CERTFlCADONO SHALL B£ PROVIDED STATING "THE GRADING UNDER PERMIT NO. 12022 -G AS BEEN PERFORMED IN AREA. THE BERM CAN BE CONSTRUCTED NOE AND FLAT TO ALLOW ROLLING O- THE DUMPSTER IN AND OUT. THE BVaOSURE 91ALL BE SELF OVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL B€ CHf(iIED FRfQUEly7tY f AKS DIIMPsiER LIDS SHALL REMAIN CLOSED AT ALL R = ROIMINE SIBSTANTAi CONFORMANCE ANTI THE APPROVED GRALNNG PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. IRIS STATEMENT SHALL CONTAINED O4 MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SZED OIL GREASE SEPARATOR AMU IS THEY fLTETRfD WES DUMPSTERS WITHOUT LiDS SHALL BE PLACED WI NN STRUCTURES WIN IMPERVOUS ROOFING OR COVERED WITH TARPS IN ORDER TO CO = CLEANOUT i Z W. JASON ST 4- n BE FALOMfD BY THE DATE AND SIGNATURE OF THE CML ENGINEER RHO CERTIFlES SUCH GRADING OPERATOR THROUGH A CITY - APPROVED HYDROCARBON FLiER AND DISCHARGED INTO THE PUBLIC SANTARY SERER SYSTEM, NOT TO PLANTERS OR THE AVOID RAIN CONTACT NTH ANY (RASH MATERIAL LF = LINEAR FEET I r z STORM DRAIN SYSTEM A SEPARATE BUILDING PERANT MAY BE REQUIRED FOUR fiff SIRUCTURE. BOLE = BEST MANAGEMENT PRACTICES � 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUAUFlED SOILS ENGINEER OR UNDER HIS DIREC77ON HE SHALL INSPECT AND TEST THE MANY CONSTRUCTOR MA7ERIALSS INCLUDING SAVER WATER -BASED PAINTS Wilff RUNDS BROKEN ASPHALT AND CONCRETE. � AND n n EXCAVARON PLACEMENT AND COMPAC77ON OF FILLS AND BACKFlUS AND COMPACTOR OF 7R£NGES HE SHALL 9U816T SOILS REPORTS AS LEUCADi4 WASTEWATER DISTRICT CLEARED kEGETADON CAN BE RECYCLED. NON -R€CY f MATERIALS MUST BE TAKEN TO AN APPROPRMTf LANDFILL CR DISPOSED YAS IMP = lN1EgRA1ED MANAGEMENT PRACTCfS o I SI Cl) REQIIRfQ AND MLL DEIETM /NE THE SUITABILITY OF ANY FILL MATERNAL UPON CAMPLETOV OF GRADING OPERA DONS HE SHALL STATE THAT HAZARDOUS WASTE. FAR INFORMA71 AN DISPOSAL OF HAZARDWS MATERIAL, CALL THE HAZARDOUS WASTE HBTIN€ TOLL fRE€ AT (800) �; I PN {OB{ ST. _ -_ ARE AC PTA AND TESTS TNT MADE BY HIM OR UNDER HIS SIJPfRV19OV AND THAT IN HIS OPINION, ALL EMBANKMENI5 AND fXCAVATOVS STANDARD SEMER LATERAL NOTES FOR MINOR GRADING PLANS 714 -1195 FOR INFORMA71ON AN LANDf7LLS AND TO ORDER DUAIPSTERS CALL EDCO AT (760) 436 -4151. z ARE ACCEPTABLE FOR THEIR INTENDED USE. ONNEI� JOHN DUUCH AND K£NDALL DULICH P 1 LINO APPROVAL OF THESE PLANS DOES NOT RUIEW THE APPLICANT, PRIVATE ENGINEER OF WRK, OR CON7RACTOR FROM RE9PONSHLITY POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE IRA91 CANS AND RECYCLING fiEapTALY£S AROUND' THE SIZE 127 -129 NEST JASON STREET IJ TI€ CONTRACTOR SHALL PROPERLY GRADE ALL EXCAYAIED SURFACES 70 PRONOE P09NW DRAINAGE AND PREVENT PODING OF WAi€R FOR TlE LKXtRfGTIAV OF £RRONRS AAD OM/SSAVS DASCQ►ERfD DURING OR TITTER CONSTIRUCTIOR HE SHALL COV EV SURFACE EROSI WATER AND AVOID DAMAGE TO W77L SUCH 17ME AS P OR FINISHED DRAINAGE A THE SIZE AND STROLL TAKE REMEDIAL PORTABLE TOILETS MUST BE IN 6000 NORKiNG ORDER AND CHECKED fRE•QUENi1Y FOR LEAKS CONTRACTOR 91ALI PRONDE SECONDARY LEUCADIA, CA 92024 MEASURE TO PREVENT EROSION O FRESHLY GRADED AREAS UNDL SUCH LIME AS PERMANENT DRAINAGE AND EROSION CONTRA MEASURES 2. ALL DEM,, MATERIALS AND OONSTRUCTON NARK SHALL OANfORY TO TE LEICAOIA WASIEWA7D? DIS7RICT LNO SOU STANDARDS AND 70 THE CONTAINMENT AND LOCALE PORTABLE TOILETS AWAY fRoM STORMORNN INLETS ON PERNOUS SURFACES ${�{ 127 -i29 HEST JASON STREET ry HAVE BEEN INSTALLED. REQUIREMENTS OF THE STANDARD SPECFl04 MYS FOR PUBLIC RDRKS CONSTRUCTOR (Wf£NBOOK) AND THE REGIONAL STANDARD DRAWING$ MOST ! / MAP CUWR£MT EDlDANS IN THE MT O CONFLICT THE LOD SE1M'R STANDARDS GOVERN. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND STORMDRAIR CONTRACTOR MUST RAUANELY CHECK AND LEUCADIA, CA 92024 14. ALL AREAS 10 BE FlLLED SHALL BE PREPARED TO BE FILED AND FlLL SHALL BE PLACED IN ACCORDANCE INTH STANDARD SPECIRCATOA CLEAN UP MATERIAL TIAT MAY HAVE TRAVELED AWAY fROV CAVSAC710N -91E 7HOMAS M 1147 -A3 NTS ALL VEGETABLE MATTER AND ORECTlONABLE MATERIAL SHALL BE REMOVED BY TH£ CO NNACTOR FRAM THE SURFACE UPON MHICH THE FiLL IS 1 OSHA SAFETY ORDERS AND 051HA COVENED SPACE ENTRY iEQUIREMENTS SHALL BE FOLLONO AT ALL 77M£S NIDHOUT EXCEPTION ASSESSAriP S PARt Z NQ: 254 - 230 -30 70 BE PLACED. LOOSE ALL AND ALLUWAL SOILS SMALL BE REMOVED 10 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE FOR MDR€ INFORAIATON LW S70RMWAIER POLUTOV CONTROL MEASURES AND RfQUIREMEN1s PLEASE CONTACT THE ENGINEERING DEPARTMENT SCARRED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF- 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBLITY 4. THE CONTRACTOR SHALL HAVE A COPY OIL THE DOCUAHEWIS SPECIFIED iN SERER NOTES 2 A 3 ON 7HE JOB97E AT ALL TAMES CITY OF DOMTAS AT ( 760) 633 -2770. i1�G#1 DESGR/FIKW PORTION OF LOTS f0 AND iT MAP NO 2049 TO PLACE, SPREAD, WATER AND COMPACT THE FlLL IN STRICT ACCORDANCE WIH SPECIRCATONS 5 THE COVNAC70R SHALL GUARAN EE ALL M AK FAR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LND AND SHALL REPAIR TQ�Di�IAPlI7 TA°OGRAPHi SHOMN iEREGw f$ FRAIL A FlEUO SURVEY 15 OUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 RMSH GRADE TO PM&E SMOOTH SURFACE AND UNIFORM CROSS SECTOR! THE A4 i6PLACE ANY MiNK THAT MAY PROVE DEFECTV€ IN NORKMAN&HiP AAD /OR MATERIALS WlHW THE ONE YEAR PERIOD N17HOUT EXPENSE PERFORMED BY TW ENGINEERING INC, AN OI/09/09. SLOPES OR EXCAVADOW AND EMBANKMENTS SHALL BE SHAPED PLANTED AND NWED AS DIRECTED BY THE ENGINEER OF NORK AND LEFT OV MA75A?rER TO LOD: SOILSENG /NEER'SCERTIF /GATE A NEAT AND ORDERLY COVDIRON ALL S ROOTS AND !TREK WASTE MATTER EXPOSES OR EXCAVA71ON OR EMBANKMENT SLOPES WHICH M q�� OWNER'SCERTIfICA1E ARE LIABLE TO BECOME LOOSENED SMALL �OWD AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 6. PRIOR TO BEGINNING SERER PORK, CONTRACTOR SHALL SECURE A LNO PERMIT FOR MXNSIRUCDAY AND SHALL fROIfDE A MINMUM O- 72 HOURS I Vl]HAYA 9NG/ANEf A REGISTERED GEOTECHNICAL ENGINEER IN THE STALE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FlELD OF ACCORDANCE NTH THE GRADING ARDINANCf ]0 LM PRIOR 70 CONS)RUCRFML A�PLlfO SOIL AECIHqRI/� HEREBY CERTIFY THAT A SAMPLING AND STUDY O' THE SOILS CTNDIKMIS PREVALENT iNDHIN THIS 9TE WAS MADE BY I WE HEREBY CER7/FY THAT A REGS7LiR£D SOILS DOWER OR GEOLOGIST HAS 16 ALL BRUSI, GRA AND OTHER ORECRONABLE MATERNAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED O- OFF THE WE 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CAVST7UTE A RfPRMTA7i0 N O`• THE ACCURACY OF THE LOCATION OF, OR THE LXISMIKE OR NON ME OR UNDER MY DIRECTON APM 201.E ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WTH MY RECOAHMD& 17ONS T OR Ni nffro TO PER MSE OVER ALL GRADING ACDV)TY Ai D BY THE CONTRACTOR SO ASi LEAVE THE AREAS THAT HAVE BEEN CLEARED INTH A NET AND RNN9HED APPEARANCE FREE FRAM UN9GIH7LY EXISTENCE OF ANY UNLERGROUND UTUTY PIPE: AR STRUCTURE WTHIN THE LIA67S Of THiS PROECT. HAS BEEN SUBAH/IIID 70 THE O77Cf O THE CITY ENGINEER ALQNG IMTI OVf COPY A� 11HE UPDATE REPORT RFfERENCfD /N GENERAL NOif ADNSf D STABlLI7Y O• UAL S1f ( DEBRIS APPROVAL LAS LOCAROW O DE lS FLL SHALL Bf SECURED FROM THE SGNLS ENGINEER AND CTY ENGINEER PRIOR >n TE DISPOSAL N C�HAVE �V E I HAW R � ININ 1My GW NG PLANS E�T Fy T RECAMMMADANS iNLUDED IN IRE SOILS REPORT FOR THIS Of ANY SUCH MA1ERlAL 8. ALL REW90NS 70 DRAMNV05 &HALL BE. APPROVED BY IRE LND DISTRICT ENGINEER IN NRITNG PRIOR 70 CONSTRUCTION A: " JOHN QUL CH n- A 1T. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH T!E CITYS URBAN FOREST MANAGEMENT /PROGRAM TREES 9. CONNECDONS TO EXISDNC SENA7R PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENT OF THE LND AIsP£CTAP. NEW SHALL &G�YNED: IIt?�idsl,m .��,as,�� G.E78 �-9 d p � G�CE.� ZIDy� yz LG>CATED IN1HlN CITY STREET RlglT Of -WAY, ON CITY PROPERTY OR W7HIN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND SHALL BE NOT CONNECTED OR TUTORED R! TON TO EXISTIhK SEW UNTL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM MORK BY THE LOD INSPECTOR, OR AYA ANET AS APPROVED BY DISTRICT LNGNE£R \� PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIfTCAUY APPROVED OTIERMISE NO GRADING fXCAYA':TON, LW DSTURBAN OF CITY F� �; B 1, ", TREE ROOT SYSTEMS SHALL OCCUR WINN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE ROE NO.: /� � , � �u�° KENDALL DUUCH D TE OF THE TREE CANOPY PRAE'CTION ON THE GROUND NF A CITY TREE Is NOT CIfARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN 10. ALL S€RNCE LATERALS MALL BE LOCATED AT RIGHT ANGLES 70 INE SW MAIN UNLESS ODERNiSE &HONK AS APPROVED BY LND ON THE PLANS. W.D. U- 621613 ��� ��� PLACE EVEN lF APPROVED IMPROVEMENTS ARE IN fllCT NTH A CITY TREE IT MUST NOT BE DISTURBED UNLESS IN PLAN lS REVISED TO Al ADDRESS THE TREE REMOVAL. 11. A 2 -INCH HIGH �' SHALL BE INSCRIBED ON THE CURB FACE A TEA CH LA7ERAL LOCARAN BY THE COONTRACIOR CDAST OEOTECHNICAL 782 I � ' 779 ACADEMY DRllf NOTIFICATIONS 12. A 10 GAGE 9ELLED COPPER MIRE SHALL BE BURIED OVER EACH LATERAL THE MIRE SHALL EXTEND UP TO A 2' COPPER TAG TED AND SOANA BEACH CA 92075 F% � E: Q Lz SOLDIERED TO THE MIRE THE AG OVER THE SERER MAMA SHALL TERMINATE 6' ABOIf PARING SUBgRAtTE MTH f1NAC LOCARAV AIST BELOW PARING (858) 755 -8622 IFO/ L THE EXISTENCE AND LOCATOR OF IMIDERgR0UH0 UTILITY PIPES AND STRUCTURES SHDMN ON 7HESE PLANS NERf A4TA/NED BY A SfARCW OF THE TAG OVER THE CUSTOMER FIND O THE LATERAL SHALL EXTEND ABOVE GRADE UN71L CONNECTED AND &TALL THEREAFTER BE BURIED AT THE PART O GUXNNECTFML AVAILABLE RECORDS IS RE TO THE BEST DOUR KNUPOILAE THERE ARE NO EXISTING UTILISES EXCEPT AS SHORN ON THESE PLANS HON£VfR. THE STATEMENTOFENGINEEROFIMORK CONTRACTOR lS REQUIRED Tl TAKE DUE PRECAUTLiNARY AEASURfS 70 PROTECT ANY BARBING U17 77 OR STRUCTURES LOCATED AT THE 13. AU 1ATRALS &EAU BE CONSTRUCTED CLEAR AF DIRIfWAYS IMPERV/OUSAREACALCULA7IONS EXCA A SITE. IO IT IS 1N CONTRACTORS ON A L CA110W IOF UIY 70 CONTACT THE FONO F C OWNERS EN SAID NOISES L14 STRUCTURES PRIOR >n ANY THE UNLER900 ENGINEER AGREES THAT THE PORK PERFORMED BY THE ENGINEER &HALL COMP1 Y MIH THE GENERALL Y ACCEPTED STANDARDS fXCAVAA. FOR VERIFlCARON AND iOCARAN OF UTUTES AND NOTFlCADON OF CAMMENCEMfNT OF NORK. 14. ALL SEVERS AND LATERALS 91ALL BE ORWE BALLED OR RETIED, LOW PRESSURE AIR TES7ED AND RYWSED AT 7HE APPLICANT CONTRACTORS A. SENfRS - LEUCADIA WASiEWA1FR DISTRICT 76Q - 753 -f1155 AND I ACTC€S Of THE ENGINEERS TRADE OR PROFESSION THE EN(;AVEER FURRIER AGREES THAT THE NORK PERFORMED HEREIN SHALL BE IN GROSS LOT AREA: 13,528 SE. ( ) EXPENSE PRIOR 10 CON&DERADON FOR RNAL ACCEPTANCE BY LND. AIR TEST SHALL BE AMTIMER CGWS7RUCTAN Of ALL O7lA�R UAUTES AND ACCORDANCE' NIH THE RULES AND REGULATORS REQUIRED BY THE CITY O" ENCMTA 7D THE EXTENT THAT THE ENGIRE€R CONTRAS SUM B. CAS & ELEC7RIC - 5DGE -j%0-438-6200 UIIUTY LA7£RALS ' PERFORMANCE 7HE ENGINEER AGREES THAT ANY PLANCHECK OR RENEW PERFORMED Y THE CITY O- ENCMTAS IN ITS CAPACITY AS A PUBLIC EXISTING PROPOSED A WATER -SAN DIECBEL WATRICT -1- 760 - 633 -2709 ENTRY FOR 7HE PLANS PREPARED BY 7HE ENON£ER IS NOT A D€TEHM/NA77ON BY THE CITY OF ENCMTAS OF THE TECHNICAL WMCY NCY OR D. TELEPHONE - COX BELL - AM) -489 -3411 15 ALL SEDERS AND tA1ERACS SHALL BE AV PLACE AND SHALL HAVE FINAL APPROVAL BY THE CI{D INSPECTOR PRIOR TO PARNG ADEQUACY OF THE PLANS OR DE96 N AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSBILITY FOR THE PLANS OR DESIGN OF PERMOUS AREA: 5,928 SF 5,022,7 E CABLE TV -COX CAMMUNICATONS- (760 806 -9809 X -2233 16 ALL NEW COAWEC17ONS 70 EA7STNG 21U SHALL BE MADE 10 EXISTNG WYESS,, MADE INTH GA&KETED PVC SADDLE WYE, OR SHALL BE MADE BY IMPRO MENTS BASED TIERfOtt Off &9N€ER AGREES TO INDEMMfY AND HOD HARMLESS THE CITY OF 8 MTAS AND IRS O}7CERS AMPS, M1STAltING NEW AIANUfACIURED WYES FOR INSTALLING NEW MANUFACw W>E$ STANDARD BELL AND SF%OT OR PLAN END WYES AND PLAIN END AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERROR$ OR OMIS&ONS OF THE IMPERVIOUS AREA: 7,600 SF B506 SF 2. CONTRACTOR &HALL NORFY iH€ CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY PORK ON THIS PROJECT PHONE PIPE SPOOLS MATCHING IHE ADJACENT ENGINEER AND HIDER AGENTS OR EMPLOYEES ACING INTIIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARl &TUG ALIT (760) 633 277A OF THE MiTRK PttKS dD?ED EN THE ENGINEER l7.EXlSRNG PIPE MAY BE USED FOR INS97ING WYES IN70 AN EA1STNG SERER. ALL CONNEC7/ANS NOT MADE 10 EXISTING W9ES MUST BE IN 3 THE CONTRACTOR SHALL GIVE 24 HOWS NODCE ON CALLS FOR IN- TEC17ON PHONE. (760)- 633 -2770. ALL NG14K PERFORAED INIHOUT ACCORDANCE MOTH LND STANDARD DRAWING S -32 IF NECESSARY DUA NG THE LATERAL CYMMIECTAN WK UPSWN ROW IN THE MSTNG SEVER SAMPO ENGINEERING, INC. O��d ���� BENE7T OF INSPEC77ON NLL BE SUBJECT TO R&ECTON AND REMOVAL SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL 10 A DONNSNEAM LOD SEAE4. IN LOCAiiw 171 PO E N I ROAD, SUE 213 WIH 9GUN/F/CANT UPSTREAM FLOW, LNO' MA Y REQORf TEMPORARY PROM9ON OF DUTY AND BYPASS EQUIPMENT INTH RILL -17ME MANNED MONITORING. CUT = 170 C Y. SANDIEGUI7OWA TER DISMICTNOTES• NO UNMANNED BYPASS 91ALL BE ALLOHM ENCNITAS CA 92024 FLU = 160 C. Y. 18 FAR CONNECRON O' PLAIN END TO PLAIN END PVC SERER REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEE77NG THE SAME MATERIAL (76d) 436 -0660 EXPORT = 10 C.Y. 1. WATER MAINS; LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFlCAPONS OF 7HE CURRENT REQUIREMENTS AS THE PIPE BEING REPAIRER PVC SERER RETfAIR COUPLINGS &HALL BE. RUBBER GAS(ETED INTH NO CENTER STOP PIPE ENDS SHAD REMEDIAL = 1425 CY (3.5' -4' REMOVAL AND RfCOMPACTON 4(ZOFESS/ WATER AGfNCYES' STANDARDS COMMITTEE (WASC). UNDER AND 5 OUT&DE O- BULDING FOOTPRINT BE THOROUGHLY (LEANED PRIOR 10 AVSTALIATON OF THE /REPAIR CQUPUN S. RTE REPAIR COUPLING SHALL BE SLIPPED ALL NE WAY ON TO TINE BY y - #� �--y DATE 9 /8 /SL J PLAIN END PIPE THEN TE PIPE AND ADJOINING PIPES 9H4U BE AU&NED THER AND THE REPAIR COUPLING SIPPED BACK 1N70 A P09TION NNCENT L. SAMPO ROIL' 44173 EXPIRES 6,13012015 2. REMEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSRTUTE REPRESf1VTATON AS TO THE ACCURACY OF THE LOCATION EQUALLY S FACED BETNEEN TIE AND PLAIN END PIPES Plf SERER REPAIR COUPUNGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED � � No. 44173 OF, OR 7HE EXISTENCE OR NON- EXlS7ENCE OF, ANY UNDERGROUND UTUTY, PIPE OR STRUCTURE M11H/N 7HE UA6TS OF THIS PkOaECT. BY 1H£ LRD DISTRICT ENONEER ALL EXISTNG FAMINESS WHICH MAY AFFECT RNAL DESIGN, LE LINE CROSSING UN€ PARALLELING OR PROPOSED CONNEC17ON SHALL BE 19. PPC OR IfNRED CLAY PIPE VCP SEINER PIPE AND RYES MAYBE. USED TO NE-IN TO EXISTING VCP FOR COAwfCRAN OR REPAIR O PLAIN END D,6 -30 -15 RELD VERIFIED. ALL fX SLING OR PROPOSED UDUTY CROSSING W ININ 10 FEET 0% PROPOSED WATER MAINS SHALL BE SHOW ON IMPROVEMENT � 70 VCP A ROMAC ROISTRE r STYLE 501 COUPLING OR EQUAL SHALL BE USED FAR CWC71ONS OF VA:P TO P A ROMAC INOUSIRIES `rq C 1 V 1 L PLANS ELECTRICAL AND SERER TO CROSS UNDER WRIER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUI70 WATER DISTRICT. INC STYLE RC 501 REOVaNG COUPUNG NTH MATCHING INNER OR APPRROVED EQUAL, SHALL BE USED WIN A GASKET R OF 70 MATCH THE 0117ME IXAIlM OF THE PIPE AN THAT OF OF THE = BEING X#0-. THE CENTER RINGS SHALL DE DUCTLE IMV PER ASiM A536, GRAOE 4. CONTRACTOR AND OWNER) ARE RESPONSBLE TO RELOCATE AK1N�DIOR ADJUST TO GRADE ANY EXISTING WATER FACIU7hYRRRE HYDRANT, METERS 65 -45 -12 AND SHALL HE FRONDED WIH 16 MACS FU &OH BANDED EPDXY COLOR CODED 70 THE TYPE O' CONNECDNG PIPE GASKETS SHALL BE SHR TFOF c FOB STANDARDS CAIMIIi7EE (WASC) RHICH IS STANDARDS F FACLIN S DO NOT MEET ALL AFFECTED NALIER TANDAARDS, THEN FTHEY SHALL M FADED TO CURRENT STAMAARDS FINAL D VAIN9 0 CAIIPOMIDED FOR WATER AND SEINER SERNff ALL NUTS AND BATS SHALL BE TYPE 316 STA/NUSS Si�Et. A T THE DINNERS EXPENSE PLANS BY LNS7R/CT ENGINEER /S VALID FOR A PERIOD Of iLIE NOT TI EXCEED ONE YEAR FRAM APPROVAL DATE TO START OF CONSTRUCTOR IF THE TINE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DE ELOPER SHALL RESUBMIT THE PLAN CHECK TO 5 U71LINES TO MAINTAIN MIN /MUM 5-FOOT SEPARATON OWN PARALLELING WATER SERVICES TIE DISTRICT ENGINEER FOR AN UP94 7ED REVIEW AND APPROVAL ANY CHANGES REQURED 70 THE PLANS &HALL BE MADE AT THE D£IfLAPERS BMPPROJECT STATUS.' STANDARD EXPENSE AND APPROVED BY THE LM DISTRICT ENGINEER PRIOR TO TlE START Of CONSTRUCTION, 6. MINIMUM HORIZONTAL SiPARARAN OF 10 -f£ET REQUIRED B€7MEEN FlRE HYDRANi5 AND SAN DIEGO GAS AND ELECTRIC VAUC iS FIELD OPERATIONS PLANK /TUG AND BUILDING PARKSAND RECREAT /ON SAND/EGU/TO WATER DISTRICT ENCIIYITAS FlRE DEPARTMENT 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF 01W EWA YS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT O THE PARCEL THEY ARE 2RHNG. d " Z 8 CALIFORNIA STATE LAW ASSEAIBCY BILL AB-190 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THIS CONSTRUCTION OR REPAIR Of ALL � _ q POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE N17H IRIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS 70 BE /� n I Z NO -LEAD BRASS PARTS (ICU Ill ZS A4 ,- I24 -�¢ ,Z�201y oc • b� 9. ALL CAPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SfRMCES &FALL BE PROVIDED MIH CATHODIC PROTECTOR IN ACCORDANCE SIGN DATE SIGN DATE DATE SGN DATE cN DATE w na MTH NC -17 OR NC -18 90ATURE EXPIRES TINY YEARS fROM DATE SIGNED z CHANGE NO. DESCwLPnoN APPROVED DATE BENCHMARK SCALE LEUCAD/A WASTEWATERDISTR /CT Df9gVED BY DRANK BY MECKfd BY ENGINEERING T - DRY DRB Hts CITY OFENC /NITAS- PUBLIC WORKS DEPARTMENT DR4NNNGNO, z da aPn1 w 3i3 I ENCINITAS CONTRA STA77ON ENC -04. A 25' BRASS DISK, PUBLICSEIIERSYSTEMAPPROVAL PLANS PREPARED UNDER SUPERVISION OF •joo W M LOCATED iN DRAINAGE BOX INLET AT NORTHEAST CORNER LWDDISMICTENGINEER RECOMMENDED: APp GRADING & EROSION CONTROL PLANS FOR. 1--6 APPROUEDYY OF THE CITY Of ENCINlTAS CEUCADIA OAKS PARK ON THE 7 �G�S /O�s //� DATE : 1 B�U'/ �A ' DULICH RESIDENCE / a �� WEST SIDE OF RAINIREE DRIVE N/A PHEN DEE7RlN "P ROE D MA H M N UlM /Z0ZZ,G` Q R.C.E. NO.: 44173 PUBLIC WTMKS ECTOR �l® ' "/ z ' s 127 -129 W. JASON ST DATUM NA V988 ELEVAROI.• 67.639' NNCENT L. MPO EXP. 6/30/15 FIRM EXP DATE ENGINEER OF NDRK DATE DAZE CASE NO. 09 -193 CDP 7PM SHEET 9 0F3 - , ■ 1 ■ 1 ■ 1 CHANCE N0. SWALE SHALL BE PLANTED WITH PER PLAN ADEQUA7E GROUNDCOWR OR TURF. PLANTS THAT ARE NOT PRONE TO DEPTH BLOCKING THE DRAINAGE ROW MAY ' T PERPLA; TURF REINFORCEMENT MAT ALSO BE PLANTED ON SIDE SLOPES , II !F APPLICABLE I^ 6" MIN. ENGINEERED SOIL - III III III III =III- - *SEE NOTE BELOW RR ~' 10' MIN. FILTER MEDIA: 18" MIN 3 PART CLEAN WASHED SAND I iWD SMH -07 -167 ? TO 1 PART 3/8" GRAVEL RIM, 55.42 p 2" - 3/8' GRAVEL tE 49.06 ,lA$(�l $1RfET L DR� APEA DM�&DAL " - 3/4" CRU040 pf" PP 0 cn 4" KEY FOR ANCHOR CONSTRUCT IMPERMEABLE UTILITY EASEMENT GRANTED CEO- FABRIC LINER AS " MIN 4" PERFORATED ALLEY SUB R TO THE CITY OF ENCINITAS REQUIRED BY SOILS ENGINEER. AT 1Z MIN. AND 6M SAWCUT AT 5.00' 5.00' PER PARCEL MAP. EXISTING EDGE 6" 4.00' 6' 4' DG OVER PX las9 pM,(JA iii ]RAVELED WAY NATIVE SAIL 21 M _ SUQt�(b NOTES ?; ?= . I I= *ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6 °DEEP SAND A SOIL IX i CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HAI I. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. I = 20 -307 TOPSOIL. 2 FOR ROCK -LINED OPTION INSTALL GEOIEX WORN tt T II -II MULCH, AND �0� lit I t, , Y R•. a EXISTING EASEMENT FOR RICHT- OF-WAY FAR POLES AND PIPELINES GRANTED W. G. KRCHKOfF oMPANY RECORDED SEPTEMBER 2, 1943 IN BOCW 155$ PAGE 77 OF Of71CIAL RECORDS 2 THE SUBJECT PROPERTY YES NITHIN THE LEUCADIA WASTEWATER DISTRICT (LOD) AND IS CURRENIIY SERVED BY LOD FOR SANITARY SEWER. CU HE SU CTIkRD PROPERTY LIES WITHIN THE SAN DIEGUNO W4 TER DISTRICT (SOND) AND IS 5 ALL ON-SITE BMP AREA STORM DRAIN, AND DRAINAGE SWALES ARE PRIVATE AND SHALL BE MAINTAINED BY THE PRONE TY OMER. 6. WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCiON DUE 70 EXISTING GRADES AND SOIL ENGINEER RECAIIMENDANO NS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING ELEVATTONS. 7. ROOF DOWSPOUTS SHALL BE DISCHARI INTO PLANTER AND LANDSCAPE AREAS PRIOR 70 COLLECTION INTO THE PRIVATE STORM DRAIN SYSTEM TO THE SARSFACTIAN OF THE CITY ENGINEER. ` WATER SHALL NOT BE ALLONED TO POND ON SITE AND DRAIN TOWARD BUILDING FOUNDA PONS. 10,13 16° 6'x6" RUSH I 101E VEGETATED SWALES ON GRADES OF MORE THAN 25% MUST INSTALL CHECK DAMS TO 1lMIT THE E ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE MONOFlLAMENT GE07EXPLE (NO. 117F OR EQUAL). - ((- INSTALLED UNDERGROUND. 3. FOR GRASS OR TURF OPTON, INSTALL LANDLOK TRY 450 _ PCC CURB 2x10 SLOPE OF THE SWALE TO 25% UNLESS O7HRNiSE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES __ 11- iii -1 i I =I REDWbOD I (_ TURF REINFORCEMENT MAT WWERE GRADE EXCEEDS 5 %. _ _ - _ -HEADER ' NOTE 9THEp BASED ON RAY UE -SECTION 75 THE MINIMUM DR VEWAY SECiTAN RBE NOT LESS ROCK -LINED OPTION - III -I I ( III III -III NO FILTER FABRIC !S TO BE USED !N THIS SECTION. _ OVER GEOTEXPLE LINING 4. CONSTRUCT IMPERMEABLE 010- FABRIC LINER AS REQUIRED BY SOILS ENGINEER. I I -III -I - I I III III III III (1 THAN 4.0 PCC OVER 6' LASS TT BASE OVER 11' RECOMPACTED NATIVE SUBWADE SOIL, UNLESS 24" MIN. 2° THICK 3//8° P 1 -2" THICK 6" MIN. 3/4° TYPICAL Bl0 -SWALE THE S01L ENGINEER OR CITY ENGINEER INDICATES 01HRNISf GRASS OR TURF LINED OPTION OVER pEA GRdVFL COARSE/WASHED CRUSHED ROCK COMPACTED SUBGRADE. 95% ANCHORS (TYP.) LANDLOK TURF REINFORCEMENT SAND MODIFIED PROCTOR DENSITY. r' ' 10. CONCRETE SIDEWALKS AND PATIOS SHALL NOT BE LESS 7HAN 4' ACC OVER 2' CLEAN SAND / / UNI -00 STONE N TSNQ.J UNDERLAIN BY A 10-MIL MOISTURE BARRIER OVER 2" CLEAN SAND OVER RECOMPACiED NATIVE SUBDIV. SUBGRADE S01( UNLESS DETERMINED OiHRNiSE BY THE SOIL ENGINEER JOINTS AND PAU A1 NT$ V T� l� RE)NFORCEMEN? PER SOIL ENGINEER I PROPO.SFO 10' WIDE BOY I III III III t1 2 I I III- 1. THE DRIVEWAY CROSS SECTION SHOWN MAY VARY DEPENDING ON SOIL EN61NEER R- VALUE TESTS TO ROAD & UTILITY ESMT'1 \ k I PROTECT 7URFROCK LIMP � III - III - III -III _ 1 MAX. III -III -) BE CONDUCTED PRIOR TO CONSTRUCTION. EXISTING 20' PVT. _ \ \\ - _ SWALE IN -PLACE - III =III =III =III 4 "III = 6" MIN. I TNC E33 � AND DRLITY fSMT -11 =i I I -I I I -I I I -I -I I I I I I -I I MI I I-I I I-I I MI I -III III - III -III -I I I- I- III -I I I-I I I-I I II I I-I I I -III -III -I I -III -III= I I I I I-I I I-I I I =III -III III III III -III I ; , I' Z. I KN AGGREGATE BASE "ILL VARY 1711H SUBGRADE CONDITIONS AND CLIMATE. TO BE 16 I 4' DETERMINED BY SOILS ENGINEER. 3 CONCRETE PAVERS SHOULD BE PLACED ON A CEMENT TREATED BASE IF SOIL IS EXTREMELY WEAK PROTECT OR CONSTANTLY SATURAiED. PAVERS CAN BE OVERLAID OR INLAID ON EXISTING ASPHALT OR CONCRETE VARIES I WALL IN -PLACE DRIVEWAYS - fG 65.2 -III ; III =III ; III I I -III_ { J -III - P \ . 0 \ 9 4 2 0 4 II �I�I ICI - TYPICAL ROCK OR GRASS LINED DRAINAGE SWALE D A P N: /.'---) 4 - -- 230-24 EXISRNG AC PAVEMENT & BASE NTS 58. 1 UNDERGROUND EXISTING UTILITY POLE. \ CONTRACTOR TO COORDINATE WITH SDG&E PeavIbUS VAVEYL PAKK1N6 ANb OG PATH 10 bE AND FRANCHISE UTILITIES PRIOR TO EXISTING RES ?DEICE ",jufAiu4J1 AY PAOOER1 % O W A11A IN CONSTRUCTION ACLonbkIJL9 v/ EAAAA; IOC. 1014 -o3'1t 5' WIDE EASEMENT IN FAVOR OF O UTILITIES PER FINAL PARCEL ©fG.f ©© Y 0 a-61.0 © i� w i _ too r' p r Y.•r '�. I 1 r r l l i3 • ►I � - X -7� 1 low`4 Y�/ lu III 6J.94 t :l r + . Y Y Y ice ,� Y . 0 , r 1 ® • +t i1l�yr ,T �r r � 1 D 0 6 CITE G, I ° 1 1158.20 /fur . 1 64.,31 X 64.6 if i I 11 f 59.; O 63' X -ING I� 1 � �/ 66� 6735 I' 6714 Li^1D SMH -Ot -1860 RIM: 79.00 IE: 72.02 II II DESCRIPTION 14 .. R P, 0�. I' �� r `Moll s 2 6% i 7? N 15T1130 W I W� W = W W W -- � 6�� �W W .-� CC '~- OL 00 �OOO OOODOOOOOp G V� OOOppO000 OOpOp Ofd pp0000° •IC Li °U- LC.L°°11] p '] O � annu �. oo-oa00000 00000uo• oouu�n o °° 6 �*- 5. 'o o 4 - 10 WiDE PRIVATE ROAD AND U 1 P EASEMENT IN FAVOR OF THE PAACE X70.8 J7 �� �� T { Q 2 PER FlNAL PARCEL MPP If { 1 n J� l� 3 � gEXIIISST p10U WiDE EASEM €NhT 40k R& \v` C 1 C� G T LLD REC I PURPOSES PE 201 AS'FOC 102013 064521#2 OF r�^ f�PN; 2 2R + 71.6 EXISt,?NG 1't SIDENCE DATE BENCHMARK SCALE 3 ENCINITAS CONTROL STATION ENC -04. A 25' BRASS DISK, LOCATED IN DRAINAGE BOX INLET AT NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK 1. = 10, ON THE WEST SIDE OF RAWRfE DRIVE. DA AM NA W88 ELEVATION- 67639' W 1n' 12. A REGSTEREO SOILS ENGINEER OR GEOLOGIST SHALL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE AN THE COMPACTION AND STABILITY OF THE 91E. 13 CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FAR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRAC77CL•S NEW CONCRETE DRIVEWAY. PR07ECT IN-PLACE 15. ALL IMPROVEMENTS LOCATED IN THE PUBLIC RIGHT OF WAY SHALL BE PRIVATELY MAINTAINED. MASONRY p RETAINING WALL EXISTING DRI WWA Y /+Q/ZC`C` CY-PTIful 16. CONTRACTOR TO ENSURE 1.0' VERTICAL SEPARATION BETWEEN ALL UNDRGROUND UAU1/ES "ER SORT C -5 f r NOS 17 5 D IN -PULE PR07ECT AC PAVEMENT DRIVFWAY IN -PLACE . _._ ... n,. _ --- _=64 .5 2154Z': DEMOLISH TREE - g' (1) PROTECT IMPROVEMENTS IN -PLACE 0 DEMOLISH IMPROVEMENTS 5 5. 10.9 PROTECT WALL IN PLACE DEEPENED BRASS - FOOBNG 67 °o p� r A" 0 DEMOLISH WALL 654 r> - 0 DEMOLISH 18 LF WALL UNIT B 64.9 2 CAR GARAGE y, ° . PAD = t 6.T 2 CARAGARAS( < T °o `� 9I] 1 � OE X 18" DEEP PCC RUSH CURB PER DETAIL C TREE PAD = 66.7' 22 - -' 5 WIDE PEDESTRIAN, DRAINAGE, AND GENERAL UTILITY EASEMENT -l0 THE CITY OF ENCINITAS CRASS i 4 "� PER FINAL PARCEL MAP. _ q? FF = MY � KEE � REMOVE AND RELOCATE EXISRNG MAILBOXES PER ENCINITAS DST MAST' B K 1� 76 A �. 0 79.48 - _ - "- CONCRETE MASONRY RETAINING WALL PER C -i ®�� HWH MIGOD FEN(G z ° THRESH, ", 9 J 67.0 , p EXISTING - CONCRETE MASONRY WALL PER C -2 PARCE2 MDLD FAMIL L RESIDENCE 20' PLANIER/LANDSCAPING PER LANDSCAPE ARCHITECT " INVIT B W v PERMEABLE PAVERS PER UNI -ECO STONE SEE DETAIL C FF = X WA 5, o Q CONCRETE DRIVE Y PER CONSTRUCTION NOTE NO 10 4 8 i PAT;` r .. ��g Q12 b 1 CONCR17E PATIO/WALK PER CONSTRUCTION NOTE N0. 11 o D 5' X 4" DEEP WiDE DECOMPOSED GRANITE PATHWAY 6 6 25.1' TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING Y'an, p % 5% _ SUS 7 " 9.20 I ° , p ® NO PARKING FIRE LANE" SIGN 44.0' 9 20 _ n /�Y 6900 6 11 69.19 g p �. (1 610 -S AiOR� ��ER DETAIL 'A' NOT TO BE MODIFIED WITHOUT CITY PRMIS90N o ( 7EMPORAR 2 Oy 7RUI \ ✓ 127 _ 2 BACKING 12" {VIDE X 5' LONG RIP -RAP ENERGY DISSIPATER PER SDRSD D -40, TYPE 2' USE N0. 2 Q DEEP OVER 12 D. G. FlL7ER BLANKET 20 . �„ 3' 6" NVE BY 6" DEEP (MIN) PRIVATE TRENCH DRAIN NTH TRAFFIC RATED GRATE BY NDS' OR APPROVED EQUAL - ® PROTECT TURYROCK BMP SWALE IN -PLACE FOR EXISRNG DRIVEWAY - S 24" MVE(MIN) DRAINAGE SWALE PER DETAIL D' ENp7AAC7AEIVT MAN70MACE {(� S AND I�INOYAL CiOVEA4Wi © 12' X 12° PRIVATE CATCIi BASIN BY NDS' OR APPROI�D EQUAL i RECORDED SEPTEMBER 16 2014 X J0.1 DOCUMENT N0. 2014 - 0399902 Q 6" PRIVA7E PVC STORM DRAIN (5DR -35 MIN) EASEMENT s 91.11C UTILITY R 13 1959 (D 4' SEWER LATERAL PER SDRSD SS -01 T 01; O.R. SEE GRADING PLAN Q SEWER CLEANOUT PER SDRSO SC -01 10210 -G FOR PRIVATE QRpFESS /q IMPROVEMENTS F ® SEWER LATERAL BUILDING POINT OF CONNECTION, CONSTRUCT PER SC -1, TYPE B P P L ICJ DEMOLISH SEWER LATERAL No. 44173 ° rn All 4 A ,� ' PROTECT SEWER CLEANOUT IN -PLACE r IK �' 06 -30 -15 r ` �� ® PR07ECT SEWER LATERAL !N -PLACE /� ° L O 6" DIA. PVC SCHEDULE 40 PRIVATE SEWER LATERAL CIVIC ��Q A P V ° 1 " =10' F0 CA��F� WA 70? U 0 5 10 20 Q DISTRICT TO INSTALL 1 -INCH WATER SERVICE AND DUAL METER PER W5-09, WC -17 TO ? - - -- - -- SERVE PARCEL 1 AT OWNNRS EXPENSE. d d REUSE EXISTING 1" COPPER WA7ER SERVICE AND METER TO SERVE UNIT A' ON PARCEL 2 � PROTECT WATER SERVICE !N -PLACE ¢ a^ DISTRICT TO INSTALL i -INCH WATER SERVICE AND METER PER WS-01, WC -17 TO w SERVE PARCEL 2 UNIT B' AT OWNERS EXPENSE. Z DESIGNED BY- DRAW Ber. GIEV�S BY. ENGINEERING DIVISIONAPPROVALS CI TYOFENC INITAS- PUBLIC WORKS DEPARTMENT DRAWING NO. z PLANS PREPARED UNDER SUPRViSION OF RECOMMENDED. � Q o APPR GRADING PLAN FOR: a o J MICH RESIDENCE qq DAZE : 9 / MASIH MAH N UIM 1ZOLL'G Q ^ R.C.E. NO.: 44173 PUBLIC NYTRKS RECT DAIF V,-e Dom- I d�Z Q 3 127 -129 W. JASON ST ENGINEER `OF NGRK EXP 6/30/15 DATE DALE CASE NO." 09 -193 CDP/TPM SHEET2OF3 P� I PP ■ CHANGE N0. L07 SMr,-" -01 -1870 Rik, 55 42 IF 419,05 ALLEY I I I I I cn I I X 58.16 5768 i 1 " =10' 0 5 10 20 UNDERGROUND EXISING UTILITY POLE. CONTRACTOR TO COORDINATE WITH SDG&E AND FRANCHISE UTTLITIES PRIOR TO CRUSHED AGGREGATE GREATER THAN 340 BUT SMALLER THAN 610 12" MIN. FILTER FABRIC EXISTING GRADE SECTION A -A NOTE CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE ti MIN. � *AA SEE CALIFORNIA STORMWATER QUALITY WIDTH AS REQUIRED ASSOCIATION (CASQA) STANDARD DWG. N0. TO ACCOMODATE TC -1 FOR ADDITIONAL INFORMATON ANTICIPATED TRAFFIC CORRUGATED STEEL PANELS 25' MIN MATCH EX/SDNG GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED NO SCALE L STEEL PANELS ONLY WITHOUT AGGREGATE PCB �,T C9 1_K 1, IVIIAP 204 -9 1 �A�N 22 - - -2 �024 25" MAX (TYP)- 24' WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATON (CASQA) STANDARD DWO NO. 2 BAGS HIGH (TIP.) WHERE NECESSARY SE -4 FOR ADDITIONAL INFORMATON I pN WOVEN FABRIC GRAVEL BAGS STAGGERED (T)P.) TYPICAL VELOCITY CHECK DAM n NO SCALE 1 4" PVC PIPE FOR DRAINAGE DEPENDING DN HELD CONDIRONS TYPICAL INLET PROF CONSNUCDON / f IDENCL TEMPORARY SILT ffNCf 20'� 1E+MPOIRARY VELOCITY 5' WIDE EASEMENT IN FAVOR OF TEMPORARY SET FENCE 70APORARY VELOCITY Ex1S iNG RESIDENCE CAS DETAIL 9l 7L�a L 7IECI! DAM PER DETAIL ' CI�CI! DAY PER DETAIL PARCEL 2 FQR DRAINAGE AND � PER DETAIL �I AND r Am CASQA t; UTLIIIES PER "FNAL PARCEL MAP CASQA DETAIL SE-1 1r AND CASQA CASQA DETAIL S_ STANDAIPD SE-4 FL 807 0 / 5r ANDARD st -4 ; ; X6.72 2 r10' R TAI,N! WA� g L 6 i X635 N 15T1 '' W 225.4% R., CIIECIC DAM PER DETAIL WC 5' 139 OD TEMPORARY VELOCITY ' _ �_r,. Y CASQA _ STAN SE-4 - - - - - - - - - - - - - - - - PA - . 0 �` 2 ., f 6 .5 64.2 6. 4 6. 5 m 6 5- 6 M1 �. _ . 6 x GRASS 129 = -- TRtLtJ �j�q." DEEPE,NEG 5 0. G� 760.3. _ rn 6 ; . ,� "'I ` F� F00TING 4 ° �` D S h X1��� x66.1 C 6750 3 �c Lr1NDr'NU Er, f �:.3 �P q n Q �I .n �- z 67 Wj 0 12 `L 6.33 GAoAC 7050 j I� -�i 6, �, V UNITE 64.9 9 6741.43 E�„ sr; - CrfikldEY I g j ' 14.5' PAD = 60.5' �� C 7{�� - 5' AGE NIT A 65 L / X 67,1 PLANTER - -- F RR TE WALT_ r D PAD - 6,6.7' _ 01.19 9 ( � _ V 64 -'o -0 S 2 CAR � RAGL 6T s _ 20 r 61.08 - - - -- - ISTlN - TREE i$ PAD - 66.T 220' EX IS �� t 1`L - - - -- .; - - 4AGr _ - -_ f _ btu 19�ti 6 4 �z �1 PARCEL UNIT A _ E4 Xt� 3.90 _. 4 -0 0q CRASS F F , e_ !� IF X05' 1X 68, TEt 1 6 ARY STAN N 772 AIL n 64.18 4.12 �1� FC 6 \ �^ 70 Y 70.4 SHED DETAL TG't - 6L88 �3)�` V STING AC PA �'� 6394 �' �.H,RESHOL'' �Ct ' g1 X x _ FENCE 24.5' S- Y --� WOOD STAIRS sNaE -FAMKY '.80 70,52 EXISTING - - -- _- - RESWCE E5 NRt�NuL< MULD FAMILY r 62.,3�;.'� - I ABOVE GRADE -..,�� 3 R. PE lc 56.91 MAM o S(WER LA F CONCRETE STAIRS / ., INLET PROMMON PER -- 7 t. PAR��� RESIDENCE 0 R FOR PARGt AT GRADE FF ", , v r a RYSB 1E 58.17 to a W - 4 _ fF DETAIL G d• CAS g FA �� -� �� DETAIL SE- 0 ° `� / � C�' _ `-� _ F � X 6f16 , % 0 TEMPORARYSETFENLf l,� X'- 2p' I PAVER„ 2 PERDiETAIL iI AND � x � � 9 ,, ,n° �_ -�+ �,� � 68.5 CASQA DETAIL Sf-1 �� 6� �� V 9 ° _ r u t ^a I c 69 p6 X 68.9 e _ 2.51' -.- ccM)ANEi` .. 5 XCYSTONE WALLS 4 i - - - - - - _- �- � ��1 3 .3i.f' v j9° , i r t r RJ 5E.20 � � .. �' , :. � - _ -. 44.0' ' °'o __. - -- 1 e �L" Pn -.o Jr' 1 L T J E ,. ,"t�tl Kt (rri,'4.'rr^ Wirt 1.1 -_.,k . p q ° Y Fr a ; - ;, i + I I g nRY - - -- PAVER __. - °k If YL rnGVG_W J „3. ATTACH THE FILTER FABRIC TO I I� / -�`�` �F ' + 10' IL} T10N �' , i PAVERS ; 71.2 THE WIRE FENCE AND EXTEND IT a 3 q I 16' o . w �' 20' { 69. 59 j,,. 2 „ 6q 7 LiQUD. , 7, 3�o g, 1RENCH. N 150130 W yl I __ _ 22,5 6 IN 95.46 ,,. X - ^ , TO THE 65 X -iNG (64.9) Nj W" W -� O w in. -4 l0' -� - - - .G_ coca no -� ,e��' f..�., -.°?- �e�c na c.r�an�s a om ac, =a�. _..?.�,_. _ Q _ a 1 SEE CALIFORNIA STORMWATER QUALITY ASSOCIADON (CASQA) STANDARD DWO N0. SE -10 FOR ADDIDONAL INFORMATION WOVEN FABRIC GRAVELBAG G 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS II' =1111 11 = '� ,. -- J n c o r c o P o T�I.J °v �! -,- - - - -= - F L - � OFMARY SILT FENCE �f Iql S S l/ PER DETAIL W' AND �- �I 5' QWW DAM PER DETAIL L� 10' WIDE PRIVATE ROAD AND U&M ' I X 70.1 CASQA DETAIL SE-1 r AND CA EASEMENT IN FAVOR OF )HE PARCEL EXISBNG 20' WD EASEMENT �, FFF111000 STANDARD 4 0 P -7 2 PER;FINAL^ PARCEL MAP , ( �� - �v^ <: FOR ROAD AND BLIC UITLITY T' } EXIST 10' MAE EASEMENT fOR ROAD' RECORDED OCTOBER 13, 1959 j A D PUBLIC UITLITY PURPOSES PER AS FEE NO' 2110 9 OF O.R. SEE GRADING PLAN NOTE: T -DEED REC OCTOBER 26 10210 -G FOR PRIVATE �V A 2 LJ pp'T3 ASOOC N02013-06452A2 OF IMPROVEMENTS X %S.3 ALTERNAAVE SILT FENCE CONS1RUCflON MAYBE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND 0 67 o w ". THE INSPECTOR �a,F'i E° 2�4 2� RO -41 Po_ C�T��� 1,� �` } k 673.5. 1 71.6 R 1 �f` 6714 X TYPICAL SILT FENCE 4ik WD SMN -Ot -1880 cv� =r q'� A P 'N 254 I - -- / ) �.� NO SCALE RIk: 79.00 r Kt J1DF E 7212 i"--10' 0 5 10 20 DESCRIPTION APPROVED DATE BENCHMARK ENCINITAS CONTROL STATION ENC -04. A 25' BRASS DISK,, LOCATED IN DRAINAGE BOX INLET AT NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. DATUM.• NA VOW ELEVATION 67.639' SCALE uc.wUlMu Dr. urcnmv i ORB i DRB PLANS PREPARED UNDER SUPERVISION OF 1 A - 10, Ll_�ce ,Y -1, � SIGN DATE VINCENT L SAMPO ENGINEER OF WORK "`U" "' °" ENGINEERINGDIVISIONAPPROVALS . Ins RECOMMENDED: APPR DAZE : 9 � / lSl MASH MAH GLENN /M R.GE. N0.: 44173 PUBLIC WORKS DIRECTOR EXP. 6/30h5 DATE I Z f I Q DATA IalWIN fil ';IIPIIP IfL 4 IN 4. i ', I COMPACT EXCA VA i SOIL. CITYOFENCINITAS -PUBLIC WORKS DEPARTMENT CONTROL PLAN FOR: MICH RESIDENCE 127 -129 W JASON ST SEE CALIFORNIA STORMWA TER QUALITY ASSOCIATION (CASQA) STANDARD DWG. N0. SE -1 FOR ADDIDONAL INFORMATION U z h Z Lu Lu z DRAWING NO. z Lu a 2 7s 12022 -G