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2014-11947 G (Plans)RIGHTOFWAYNOTE EROSION CONTROL LEUCAD/A WASTEWATERD/STR/CT ONNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 46 HOURS PR /OR 70 OORIONG IN THE PUBLIC L IN CASE EMERGENCY MORK IS REQUIRED, CONTACT AM SULLIVAN AT (760) 931 -7737, 24 HOURS A DAY. LEGEND STANDARD RIGHT OF WAY. FAILURE TO DO SO MLL RESULT IN ISSUANCE O' A STOP OW NOTICE AND DOUBLE PERMIT fEES IT IS THE RESPONSIBILITY STANDARD SEWER LATERAL NOTES FOR MINOR GRUNG PLANS SYMBOL OF THE ONNER TO KNOW WERE HIS/HER PROPERTY LINE !S 2 EQUIPMENT AND HORKERS FOR EMERGENCY OOVRK SHALL BE MADE AVAILABLE AT ALL TIMES DURING 7HE RAINY .SEASON (OCTOBER 1 TO APRIL PROPERTY BOUNDARY DRAINAGENOTE 151 ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON 97E ON OCTOBER 1 AT CONVENIENT LOCATIONS 10 FACILITATE RAPID CONSRUCTIOV L LAD APPROVAL OF 1HESf PLANS DOES NOT RELEW WNE APPLICANT, PRIVATE ENGINEER OF OORK, OR CONTRACTOR fRON RESPONSIBILITY (R TEMPORARY EROSION CONTROL MEASURES MHEN RAIN IS IMMINENT FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. EASEMENT LINE NO CONCENTRATED DRAINAGE FLOE ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY IRON STRUCTURES FOR A J DEVICES SHOW ON PLANS SHALL NOT BE MOIED OR MOOIRED W171OUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 2 ALL DESIGN, MATERIAL$ AND CONSTRUCTION NARK SHALL CONFORM 10 THE LEUCADIA WAS1fWATER DISTRICT LOD SEW STANDARDS AND TO EA7STING CONTOUR MINIMUM 5 FEET AT 2 PERCENT AND BE CONVEYED 10 AN APPROVED DRAINAGE FACILITY THE A% TS O' THE STANDARD SPECIRCATIONS FOR PUBLIC OORKS CWNUCIICN (,"BOOK) AND THE REGIONAL STANDARD DRA106`� 4. NNE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEWCES TO NARKING ORDER 70 )Hf SAnSFACTTON OF IHE CITY ENGINEER AFTER MOST GYIRRE T EDITIONS IN THE EVENT Of CONFLICT THE LIED SEVER STANDARDS GOVERN. EXlS1TNG ELEVATION UTILITYNOTE EACH RUN -Off PRODUCING RAINFALL. 3. OSHA SAFETY ORDERS AND OSHA CONFlNED SPACE ENTRY REQUIREMENTS SHALL EJE FOLON£D AT ALL TIMES NTIiLUT EXCEPTIOA! NEW CONTOUR ALL UTILITIES SERNNG 1H1S SI1f .MALL BE INSTALLED UNDERGROUND. 5. 7HE CON]RACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE REQUIRED BY THE CITY ENGINEER DUE TO AN 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOLUMENIS SPECIFlED IN SEVER NOTES 2 d 3 OV TINE �BSIIE AT ALL MS. 112 GENERAL NOTES INCOMPLETE 6 RAGING OPERAOON OR UNFORESEEN CIRCIUMSTANCES NNICH MAY ARISE NEW ELEVATION --0- 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUDONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE 5 THE CONNACIXR SHALL GUARANTEE ALL OORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FlNAL ACCEPTANCE BY LOD AND SHALL DAYLIGHT LINE -°- - - I. ALL NOViK MALL BE DONE NN ACCORDANCE NTH PLANS; THE STANDARD WaRCA77ONS FOR PUBLIC OOR/OS CONS7RUCTlON PIE UNSAFE OR ARE POTENAALL Y UNSAFE REPAIR OR REPLACE ANY NOW MAT MAY PROVE DETECnYE IN NORKYANSHIP AND /OR MATERIALS NIH1N THE ONE YEAR PERIOD WHOUT DESIGN CCNSIRUCDON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRANINGS ANY CHARGES C R EXPENSE NH45C£VER TO LOO. b REVISIONS THEREfROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 10 ANY REQUEST FOR /NSPECRO . 7 ALL fROSNO CONTROL MEASURES PRO14DED PER THE APPROVED GRADING PLAN MALL BE INCORPORATED HEREON. 6 PRIOR TO BEGINNING SEW OOYRK CONTRACTOR SHALL SECURE A LOD PERMIT FOR CONSTRUCTION AND SHALL PRONOE A MINIMUM O- 72 GRASS LINED DRAINAGE SWALE (DETAIL A) 8. GRADED AREAS AROUND THE PROTECT PERIMETER MUST DRAIN AWAY FROM THE FACE O' IOPE AT THE GOM2090N O' EACH WORK DAY. HOURS NONCE TO LOU PRIOR TO CCWSIRIUCTIO. DIRECTION O- FLOW 2. THE SO2S REPORT I1LfD ` GE'01ECINVICAL INVESTIGATION AND fOIUNDATION RECOMMENDATIONS PROPOSED NEW RESIDENCE LOCATED AT 416 LA COSTA A VENDSE £NCINIT CAUFORNA' PREPARED BY £NONEERING DESIGN GROUP DATED MARCH 1 2Q14. ALL GRADING SHALL BE DONE !N 7. APPROVAL OF IRIS PLAN BY LOD DOES NOT CONSn1UTE A REPRESENTATION O- THE ACCURACY O THE LOCATION � CNR 1NE EXNSIENLE OR PERMEABLE PAVERS FOR DRIVEWAY UNl ECO 510NE OR APPROVED EQUAL I i_ L _ L � ACCORDANCE NTH THE RECOMMENDATIONS AND SPECIRCATONS CONTAINED IN SAID REPORT. 9 ALL REMOVABLE PRO)EC77W DENCES 9KINN .9/ALL BE IN PLACE AT THE END O EACH OWING DAY WHEN )THE RW (5) DAY RAIN NON EA1S7ENC£ ANY UNt>ERGROCTND UTILITY PIPE OR S7RUCTUlRE N7HlN THE UNITS OF INS PROTECT. PEDESTRIAN AAVERS F BAPS PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 3. SEPARA]E APPROVALS AND PERM /TS FAR ANY CONSTRUCTION NIHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHAll BE REQUIRED IN 8. ALL REWSYONS 70 DRANNGS SHALL BE APPROVED BY THE CND DISTRICT ENGINEER M N8T/NG PR /OR TO CONSTRUCTION. GRA V£L BAGS (CASt1A SE-4, $ 10) & DETAILS E & f CONJMUNCPON NTH IMPRO"ENT PLANS STORMWATERPOLLUTIONCONIROL POSTCONSTRUC7IONBMPAMPNOTES 9. CONNECTIONS TO EXISTING 2W PIPE OR MANHOLES SMALL ONE BE DONE IN THE DIRECT PRESENCE OF IRE LOD /NSPECTOL NEW SEW 4 NRIT7EN FPERMI55lAN SHALL BE OBTAINED FOR ANY OFSIIf (WADING. 91ALL NOT BE CONNECTED OR ALLOW 70 FLOW 70 EXISTING SEW UNTIL AFTER FlNAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LOD SILT FENCE (CASQA SE-1) & DETAIL G L FOR STORM WATER POLUnON CONTRA PURPOSES; ALL RUNOFF FROM ALL IMPERWOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER 5 CIXVTRACTOR STROLL TAKE ANY NECESSARY PRECAURNNS REQUIRED TO PROTECT ADJACENT AWF&RES DURING GIRAONG OPERATIONS ONTO GRASS AID LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR IN70 1H£ PUBLIC STORM DRAIN SYSTEM STABILIZED CONSTRUCTION ENTRANCE (CASQA STANDARD TC -1) Ai DETAIL D ANYIHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COVD/nOV ENSANG PRIOR 70 GRADING. 10. ALL SERWCE LATERALS ,9 /ALL BE LOCATED AT RIGHT ANGLES TO THE SEVER MAIN UNLESS 07HERN&F SHOW AS APPROVED BY LOD ON THE 2. CRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLU77ON CONTROL SNAIL NOT BE MODIRED NIHOUT A PERMIT FROM THE PLANS BMP AREA -NOT TO BE MODIFIED 6. THE DEVELOPER SHALL LA RESPONSIBLE THAT ANY MONUMENF OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHAD BE CITY 11. A 2 -AVON HIGH "S' SHAM BE INSCRIBED AN THE CURB FACE AlfACH LITERAL LOCATION BY THE COVIRAC70R NIHOUT PERMISSION FROM THE CITY RE- ESTABLISHED AND REPLACED BY A (REGISTERED OWL ENGINEER OR A LICENSED LAND SURVEYOR 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES, INCLUDING SHORIN AND SHALL BE RESiPONSIBLE FOR J AL LMPERWOUS AREAS NIIIN THE SLIE SHALL DRAIN TO APPROVED BMP/!MP FACIU71ES AND TO TURF OR LANDSCAPED AREAS NTH f2. A 10 GAGE SHIELDED COPPER NRE STROLL BE BURIED OVER EACH LITERAL THE NRE SHALL EXTEND UP TO A 2' COPPER TAG TIED AND ADEQUATE GWOUNDHE 7ZI PRIOR )0 DISCHARGE FROM THE SIZE ALL IMPERWOUS AREAS MUST OPE TOWARD THE APPROVED BMP MP SOLDERED TO THE IRE. THE TAG OVER THE SEVER MANN SHALL ]ERM/NATE 6' ABOVE PAWNG SUBLWADE NTH FINAL LOCATION JEST BELOW CONFORMING TO ALL LOCAL, STALE' AND FEDERAL SAFETY AND HEALTH STANDARDS LAOS AND REGULA TIONS /l FACILITY AN! /OR THE NRf/tANDSCAfE11 AREAS PAWNG THE TAG 0VER THE CUS70MER END OF IHE LAIERAL SHALL EXTEND ABOVE GRACE UNTIL CMWCTID AND -WALL THEREAFTER BE BURIED ABBREVIATIONS.' 6 GRADING AND EQUIPMENT OPERATING 7.30 ONE-HALF (1/2 MICE O A STRUCTURE FOR HUMAN RECOGNIZED IDASHALL NOT BE CONDUCTED AT THE PONT OF CONWIIOA! BE7NffN THE HOURS O' 5.30 P.M. AND 730 A.M. NOR 017 �IURDAY� SUNDAYS AND CITY RECOGNIZED HOVJDAYS 4• ND DRAINS SHALL BE INSTALLED IN HARDSCA� DRIVEWAY. OR ANY O)H£R IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN AC = ASPHALT CONCRETE SEE SHEET 2 FOR DfMOCTSION DISCIRARES 70 AN ADEQUATE !MPIPMP. 13. ALL LA TERALS SHALL BE CONSTRUCTED CLEAR OF LRIEWAYS OF IMPROVEMENTS 9. NO GRADING OPERATIONS SHALL COAlME7NCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSIIE WITH THE FOLLOIWNG PEOPLE BMP = REST MANAGEMENT PRAC7CES PRESENT CITY INSPECTOR, CIWL ENGNEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMl77EE. THE PRE - CONSTRUCTION MEETING SHALL BE 5 DRIVEWAYS SHALL HAVE A MIMUM 2% CROSS SLOPE TOWARD IIE IMPIWP AREA OR HAVE ANOIIER APPROVED DRAINAGE SYSTEM THAT IS 14. ALL SEVERS AND LATERALS SHALL BE WAYNE BALLED OR FTIR), LOW PRESSURE AIR TESTED, AND TETEWSED AT TIE APPLICANT EP = EDGE PAVEMENT SUIDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -277D DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP MP. `CONTRACTORS EXPENSE PRIOR 70 CONSIDERATION FOR FlNAL ACCEPTANCE BY LOD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL IF = FMSV LL� EMERGENCY ACCESS EASEMENT THER U77LI71ES AND UTILITY LA TERALS FG = FIRW GRADE RECORDED ON 509rs:rag6V 16.2 14. PRIOR 70 HAULING DIRT OR COSNUCRON MATERIALS HD ANY PROPOSED CONSTRUCTION SIIE WII#N INS PROJECT THE DEVELOPER SHALL 6. ALL STORMWATER /MP/BMP FACILITIES SHOWY HEREON SHALL NOT BE MODIFIED OR ALTERED WT ROUT A PERMIT FROM THE CITY. RI = FIRE HYDRANT AS DOC NO.. 2oy1- 0311110 OF OR. SUBMIT TO AND RECEIVE APPROVAL FAUN THE CITY ENGINEER FOR 7HE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY NTH ALL 15 ALL SEVERS AND LATERALS SHALL BE NN PLACE AND SHALL HAW RNAL APPROVAL BY THE LOO INSPECTOR PRIOR TO PAWNG FL = FLOW LINE y COND/7IOVS AND REQUIREMENTS Alf CITY ENGINEER MAY IMPOSE NTH REGARDS 70 THE HAWING OPLRA77ON 7. THE INSTALLATION OF ADDITIONAL IIVPERWOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE THAT IRIS PLAN BE REWSED OR THAT A HP = HIGH POINT I SEPARATE DNGINEER/NG PERMIT BE OBTAINED. 16 ALL NEW CONNECTIONS TO SVSINNG SEVER SHALL BE MADE 70 EXISTING MADE NTH GASKETED PVC SAME WYE, OR 91 LL B£ MADE IE = NNIfRT ELEVATION 11. UPON FlNAL CAMPIETION OF THE NgRK UNDER TIE (WADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FNAL RELEASE OF BY INSTALLING NEW MANUFACTURED WYfS. FOR INSTALLING NEW MANUFACTURE STANDARD BELL AND SPIGOT OR PLAIN END WS AND fL = FONUNE I I I PAVERS 8. ALL ENSI NG AND PROPOSED TRASH ENCLOSURES SHALL BE RTID? 70 COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE RAW END PIPE SPOOLS MAMING THE ADJACENT IF = LINEAR FEET �I - - - SUBSTAY AN AS GRADED Nil/ 7HE APPROVED SHALL BE DING PLAN STATING PINE GRADING N IH UNDER PERMIT N0. 11947 -G HAS BEEN AMWD 1/ED A REQ1I UENTR THE TRAW ENCLOSURES SHALL HAVE AN LMPERWg NON- CGWBUSTIBLE ROOF THAT INLL NOT ALLOW RAIN WATER 70 ENTER TG = T� Of GRATE EMERGENCY ACCESS EASEMENT i SUBSTANTIAL COWfORAIANCE NTH 1Hf APPROVED GWAONG PUN OR AS SHOW AV THE ATTACHED AS- GRADED PLAN'. THIS STAIfMENT SHALL THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCK( NHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS 10 17.EXlSIING PIPE MAYBE USED FOR INSERTING WS 1N10 AN EXISTING SEIfER. ALL CGWNECnO�(S NOT MADE 70 EX1S11NG RYES MUST SE IN TO = TOP Or WAD( RECORDED ON MAY 27 EASEMENT A ( I BE FOlONfD BY THE DAIS AND SIGNATURE Of THE OWL ENGINEER WO CERnFTES SUCH GRADING O'ERAn0Y1C HOLD IN ANY LIQUOS THAT ESCAPE FROM IRE OUMPS7LR AND ID PREVENT ANY FLOW OF STORM WATER T HROUCH THE )RASH ENCLOSURE ACCORDANCE NTH IV STANDARD DRANNG 5 -32. lF NECESSARY DURING THE LATERAL CONNECTION NARK, UPSTREAM fLOW IN THE EXISTING S 2a 116' SEW SMALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING AR PUMPER TRUCWS FOR DISPOSAL TO A DOIfNS1RfAM LND SEVER /N NM = WATER METER DOC N0. 2014- 0216210 OF OR. 12. ALL GRADING 91ALL BE INSPECTED AND TESTED BY A QUALM SOILS ENGNEER OR UNDER HIS WRECTICW HE SMALL INSPECT AND TEST TIRE AREA. THE BERN GALA BE CONSTRUCTED LADE AND FLAT TO ALLOW ROILING OF THE DlIMPSIER IN AND OUT. THE ENCLOSURE 57HALL Bf SELF COCA IONS NIH SIGNIFlCANT UPSIREA1l FOR, LNO MAY REQUIRE 1EIIPORARY MPER TRU Or DUTY AND BYPASS EQUIPMENT NTH FULL -WINE WV - WATER VALW EXCAVATION PLACEMENT AND COMPACTION OF RLLS AND 8ACIGFTLLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS CONTAINED O? MAY NAVE A DRAIN i71AT DISCHARGES THROUGH ANA QUATELY SIZED OL GREASE' SEPARATOR AND IS IHEN RLTERED MANNED MONITORING. NO UNMANNED BYPASS SHALL L7f ALLOOtD. � i J I REQUIRED AND NIL DEMWA(E 7HE SUITABIUTY OF ANY FILL MATERNAL UPON LUMRfTION OF GRADING OPERATIONS HE SHALL STATE THAT 771ROUGR A CITY - APPROVED HYDROCARBON Ill TER AND DISCHARGED 1N70 /HE PUBLIC SA IT 2 W SMIEM, NOT 70 RANIERS OR NE OBSERVATIONS AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERWSION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR 7HtS STRUCTURE 16 FOR CONNECTION O RUM% END TO PLAN END PVC SEIffR REPAIR COUPLINGS SMALL BE MADE OF PVC MATERIAL MEETING THE SAME I 1 1 ARE ACCEPTABLE FOR llRflR INTENDED USE MA TERM REQUREMENIS AS THE PIPE BEING REPAIRED. PVC S`ENfR REPAIR COIPUNGS SHALL BE RUBBER GASKEIED NTIH NO CENTER SRO? SlORMWAIERPOLLUTIONCONTROL BMPNOIESRELAT /VETOCONSTRUCTIONACTMMES PIPE ENDS SHALL BE 7HOROOGNY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLIAIGmS,�_IHE REPAIR COUPLING ,91ALL BE SLIPPED ALL 13. 7HE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROUDE POSITIVE DRAMVAGE AND PREVDVT PANdING O WATER THE WAY ON 70 ONE FLAN END PIPE THEN THE PIPE AND ADTOMINVG PIPES SHALL BE ALI 7HER AND THE REPAIR COUPLING SLIPPED - I I ,�• HE SHALL 0OPfi SURFACE WATER AND AVOID DAMAGES jNIX SUCH PROPERTIES R NENTfD TURK ON THE SITE AND STROLL TAKE REMEDIAL CONCRETE WASHOUT BACK IN70 A POSITION EQUALLY SPACID BE1N£EN IlE TOO PLAN END PIPES PVO SEWER REPAIR COUPUNGS SHALL BE-AS MANUFACTURED BY \ i � _j MEASURE Tn PREVENT EROSION t7F FRESHLY GRADED AREAS UNTI! SUNLIT TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES CONIRACTOR 9MLL ESTABLISH AND USE AN ADEQUATELY SIZED CON,YRETE PW PIPE OR EQUAL APPROVED BY TILE LOU USTRICT DIGNEER HAW BEEN INSTALLED. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 97E IT IS ILLEGAL TO WASH CONCIREIE SLURRY, MORTAR, STUCCO PLASTER AND THE LIKE BATIQUTOS UG�O"I �. INTO THE STORMWAIER LOVVfYAN� SYSTEM OR ANY IRECElWNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE Wi,%WT LOCATION. f9 PVC OR W11RlF7ED GAY PIPE [14 f SEER PIP£ AND RYES MAY BE USED TO AE -lN 70 EX�S17NG U. FOR CONNECTION OR REPAIR O PLAIN GTU y 14. ALL AREAS TO BE FACED SHALL N PREPARED 70 BE LL1BE AND FILL BY T BE PLACED IN ACCORDANCE NTH STANDARD al THE FLL I �SVCTU /NVS� � � REDUGNN CC�PL'�G N 117CO PANG �VfRAALL AVID �q(� ICS SO N� A G C. A ROME TO I I I ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHAD BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON NHICH THE FlLL IS CONSTRUCTIONSITEACCESS lADUSj ]HE OUTSIDE LE RC 50 Of ]HE PIPE ON THAT SIDE AT HIN COUPLING BEING JOKED THE CEN]1R RINGS SHALL H DUCALE IRON PER TU PLACED. LOOSE FILL AND ALLUNA! SOILS SHALL L1f REMOVED TO SUITABLE RRM NA AL GROUND. THE EMIPOSED SOILS SHALL L# A STABILIZED CONSTRUCTION SYWE ACCESS MALL BE PROIMJED FOR VfHtCLfS EGRESS AND INGRESS TO EVENT 1RACIONG DIRT OFF SITE TENS \ ( I .461 I I TO PLACE S A DEPTH ER A /NORMS AND THEN CAIN SNI TO A MINIMUM OF 90 PERCENT. !T BEFALL BE THE CONTRACTORS RESPONSIBILITY ASIM A06 GRADE 65 -45-12 AND SHALL BE PROWDfD NTH 16 MILS FlUSICN BONDED EPDXY COLLAR CODED TO TIRE TYPE O CGNNECIRG PIPE. I I TO PLACE SPREAD, WATER AND COMPACT THE FlLL /N S11RlCT ACCORDANCE NTN SP£CNTCATILNS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCI(AND /OR CORRUGATED STEEL PANELS/PU7fS GASTETS SHALL Bf SHY PER ASW D2000 MBA7fQ COMPOUNDED FOR WATER AND SENfR . RWCf ALL NU15 AND BOIL I5 SHALL BE TYPE 316 (A TOSTA AVf I I I 15. CI1T ANTI FILL SLOPES SHALL BE CUT AND TRMMEtD 70 FLASH GRACIE 70 PRODUCE SMOOTH SURFACE AND UNNDRM CROSS SECTION IRE CONSTRUCTION VEHICLES STAINLESS STEEL. SLOPES A EX4 VA AND EMBANKMENTS SHALL BE SHAPED PUNTED AND TRIMMED AS DIRECTED BY THE ENGINEER O TURK AND LEST IN A 57PECNTC AREA AWAY FROM GUTTERS AND SRRAt DRAIN WALL BE DESIGINA]EO FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUEUNf� 20. FINAL APPROVAL O PLANS BY DISTRCT ENGINEER IS VALID FOR A PERIOD O TIM£ NOT 10 EXCEED ONE YEAR FROM APPROVAL DAIS 70 z -124' .. I A NEAT AND ORDERLY CLWDITION ALL S R007S AND Lf7HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES NMCI AND ROUTINE EQUIPMENT MAINIENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-,97F. START OF CONSTRUCTION. lF 7HE ONE YEAR TIME OMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DfVELCVPER SHALL RfSU&IIIT THE ( (I I ARE LIABLE TO BECOME' LOOSENED SHALL BE OVED AND DISPOSED O: THE 70E AND TOP O ALL SLOPES SHALL BE ROUNDED IN PLAN CHECK 70 THE DISTRICT ENGINEER FOR AN UPDATED RENEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS MALL BE MADE AT N I ACCORDANCE NTH 7HE GRADING ORDINANCE. EROSION CONTROL THE DEVELOPERS EKPfNT AND APPROVED BY THE COO DISIRNCT ENGINEER PRIOR 10 IRE START OF CONSTRUCTION. EROSION CONIRCI MUST BE PROWDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PR07ECIED AGAINST EROSION BY 16. ALL WR£Ix BRUSH, GRA AND OTHER G14„ECNOVABLE MATERIAL SHALL BE COLLECTED, PILED OR 07HERNSF DISPOSED Or OF THE SITE INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER W aTATION, AND BONDED FIBER N i -i BY THE CONTRACTOR SO AS LEAYf TINE AREAS THAT HAVE BEEN CLEARED NTH A NET AND FlM90 APPEARANCE fREf FROM UNSWR Y MATRIX. is DEBRIS APPROVAL OF LOCATION OF DEBRIS &L SHALL BE SECURED FROM THE SOLS ENGINEER AND CITY ENGNEER PRIOR 70 IHE DISPOSAL EX 1' WATER SERWGE AND 1 "WATER X24' -8" CLEAR - AID ANY SUCH MAIERAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLONED DURING NET WAINER METER. CONTRACTOR TO LOCA7E EXIST 17. NF REMOVAL OF ANY AND ALL CITY TREES -WALL BE CM9S7ENT NTH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES WATER E NEW WATER METER & REUSE LOCATED NIHIN CITY SI1REfT RIGHT-OF-WA Y, aN CITY PROPERTY, OR NIHIN CIn EASEMENTS ARE REFERRED TO AS CITY TREES AND STROLL Bf AGAI ST �S ��SN ANENT AND TTEMP6 CHANNEL � LOV7Rl1L THE � DcnCN GIN CONTRACTOR SHALL PROTECT CHANNELS V/C /NiTY MAP TO SERVE EYNtS �U LII�� tS A � X�A1F� MEE ROOT IN PLACE DIKING CONSTRUCTION UNLESS TREE LN APPROVED LITIRE AREA l I IRUNa EXCAVATION, F A TRE OR HE DISTURBANCE OUTERMOST OF CITY REMOVE LMS71NO VEGETATION ONLY WIEN ABSOLUTELY NECESSARY. LARGE PMOECI5 SHALL BE CONDUCTED /N PHASES TO A VOID UNNECESSARY NIS TREE ROOT SYSTEMS SHALL OCCUR ON THE CITY ]REF D T LINE AREA (TNf AREA FROM R!E TRUNK O- A TREE TO THE OP OR E ST EDGE REMOVAL OF THE NA7URAt GROUND COVER. DO NOT REMOVE TREES OR SHRUBS INNM1ECESSARILY,• ]TREY HEMP DEEREA� ERGI570A! LA COSTA OF THE TREE CANOPY PROECIOV ON ])RE GROUND)). IF A CITY TIREE IS NOT CLEARLY LIBELED ]0 BE REMOVED IT MUST BE PROIfC1ED IN PUCE EVEN 1F APPROVED lMPROVEMEN75 ARE /N CONFLICT NTH A CITY TREE IT MUST NOT BE DISTURBED UNLESS THE PLAN IS RfNSED TO T81tPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WERE CONSTRUCTION IS NOT /MMED/A TEL Y PLANNED FOR EROSION CONTROL SOILS ENGINEER'S CERT)FICATE ADDRESS THE TREE REMOVAL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GRONNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL I ERIN E KIST A REGISTERED CIWL ENGINEER IN THE STATE OF CALN"ORNA, PRIMOPALLY DOING BUSINESS IN THE RaO OF AFPLIED SOIL NOIIFICAITONS PUNT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIWTIES ARE COMPLETE 1%fCHANC HEREBY CLRAFY 784 A SAMPLING AND STUDY Of THE SACS COMMONS PREVALENT WIHlN THIS 97E WAS MADE BY ME OR UNDER MY DIREC MARX 2014. ONE COVET COPY OF IRE SOILS REPORT COAIFLED fROM TIES STUDY NTH MY RECOMMENDATIONS HAS BEEN L THE EXISTENCE AND LOCATION OF UNDERGROUND U7TUTY PIPES AND STRUCTURES SHOW ON THEY PUNS HER£ OBTAINED BY A SEARCH O WATER USAGE FOR DUST CON)RO SHALL BE MINIMIZED, SUBMITTED 70 THE OfFTCE OF THE CLAY ENGNEERR, FURTHERMORE, 1 HA W REWM 78ESE GRADING PUNS AND CERTIFY THE RECOMMENDATIONS OWNERS: AVAILABLE RECORDS: 70 THE BEST O' OUR KNOOLEDOE TIHERf ARE NO EXISTING UI IAES EXCIPT AS SHOW ON THESE PLANS Wow: IRE INCLUDED IN ME-SOILS- REPORT FOR INS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PUNS AND SPEGFCA11OVS TIM SULLIVAN & ROSEANE SULLIVAN CON7RAC70R IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES 70 PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCA]ED AT THE �S�CONSTRUCTIONMATERML STORAGE WORK SITE. lT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FoLLONtALr- DINNERS Or SAN► U]IOTIfS U STRUCTURES D AT TO ANY S7WO MATERIALS MALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL S7ORE THESE G��• � � � ` � � 416 LA COSTA AIENUE RRE DEPT. ANN AROUND DETAIL EXCAVATION, FOR VfRIFlCATION AND LOCATION OF UTILITIES AND NOTIFlCAAON G#" COMMENCEMENT OF NARK PRCUJCIS iHEY STAY DRY OUT Or IRE RAW. CONTRACTOR SItALL F'ROWDE SECONDARY CONTAINMENT FOR Ott FUEL STORED ERIN E Rl >'' goF= ENONITA$ CA 92024 /1 A. SEVER - LOD - 760 - 753 -0155 ON-SIIE EUM /NAIE OR REDUCE POLLUTION OF S70RMWAIER FROM STOp(PILES KEPT ON -97E. STOCKPILES MAY INCLUDE SOIL PARING SITEADDRESS: !j ( MATERIAL ASPHALTLONCRf1E AGGREGATE BASF ETC: STOCKPILES WALL BE LOCATED AWAYfROlt CENCENNATO STORMWA7ER NORMAN I& 122 e� �� E �'' NTS S RCE NO: 5 ,,, �, B. GAS Ar ELECTRIC STO )10-438-6200 fLONS AND STDRM OWN INLETS SIOLWPILES SHALL BE COVERED CR PROTECTED NM SOIL STABNLLAPON MEASURES AND PROWDED NTH A 416 LA COSTA AallE C. WATER -SAN DIC BELL WA SlR/CT -1- 760 -633 -2779 TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES Wo. 145297 -1 w ENCIN /SAS CA 92024 D. TELEPHONE COX OMM (760489 -34# � 651 ASSESSOR'S PARCEL NUMBER: 216- 03O-B8 E CABLE N - COX COMMUNITY (76S OFFICE X HOURS CONTRACTORS' EMPLOYEES NO PERFORM CO NUC71ON IN THE CITY O' DMTAS SHALL BE )RAINED 70 BE FAMILIAR NIl THE CITY OF SAN MN R� 92069 � z "� 2121 MON)lEL ROAD, LEGAL DESCRIPTION' A PORTION O LOT B SECTION JT, 70ONSNIP 12 2. COV7RACTO4 SHALL NOTIFY THE CITY ENGINEERS O}7Cf 48 HOURS PRIOR ]Q BEGINNING ANY NARK AN THIS PROMOS. PHONE. ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS IHESf OP NOTES SHALL BE AVAILABLE TO fVERYDNE WORKING ON SITE THE (760) -633 -2770. PROPERTY OONER(S) AND THE PRIME CONIRAC]OR MUST INFORM SUBCON]RACTORS ABOUT S70)? TER REOUIREMENTS AND THEIR ONV ( )839 7302 - ° SOUTH RANGE 4 HEST SHOW AS PARCEL A- ON CERURCAIF O COMPLIANCE N0. 04 -155 BA�CDP AS EWDENI.f BY DOCUMENT RECORDED RESPONSABILITIfS ,LILY 27 2006 AS INSNUM T k. 06- 531586 OF OR. AND A PORRON 3. THE CONRACTOR SHALL GIVE 24 HOURS NONCE IO CALLS FOR INSPECTION PHONE. (760)- 633 -2777. ALL NDRlG PERFORMED N)HOIIT A/ASTEMANAGEMENT STATEMENTOFENGINEEROFWORK O Pikd 2 OF PARCEL MAP NO. 10941 BEST OF INSPECTION NLL BE SIl&ECT TO REJECTION AND REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR WATER C DISPOSING hE ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING Or UNUSED OR IRE UNDERSIGNED ENGINEER AGREES THAT TNf OURK PERFORMED BY THE ENGINEER SHALL COMPLY NTH IHE GENERALL Y ACaPTED STANDARDS TOPOGRAPHY: EARTHWORKDATA WASTE PRODUCTS ON THE GRO/ND MERE WATER CAN CARRY THEM INFO IRE CONVEYANCE SYSTEM IS S1RlCIY PROHIBITED AND PRACTICES O' )HE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT IHE MURK PERFORMED HEREW SHALL BE IN THE 0751ING TOPOWAPHY SHOW HEREON IS BASED ON AN AERIAL SAND/EGUTO WATER DISTRICT NOTES' NO SEEPAGE FROM ANY DUMPSTR SMALL CE DISCRARGED 1N70 SANYWATER. BERMS MALL BE PLACED AROUND ALL DUMPSIERS 70 ACCORDANCE NTH IHE RULES AND REGULATIONS REQUIRED BY IRE CITY O- ENQNTA 70 7HE 97DVT THAT THE ENGINEER CONTROLS SULYH SURVEY PERFORMED BY OREMELE SURVEYING INC DATED 7/1/13. STEEPEST EXISTING NATURAL SLOPE ON -91E = 25 H : 1 V DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED fREQUENILY F S DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL PERFORMANCE. ME ENGINEER AGREES THAT ANY PLANCHE OR RENEW PERFORMED Y THE CITY O' ENGNITAS NN ITS CAPACITY AS A PUBUC MAXIMUM VERTICAL DEPT OF CUT = 4' t WATER MAINS; LA TERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO 771E STANDARD SPEaRCAPONS O THE CURRENT 71MES DUMPSTERS NIHOUT LIDS SHALL BE PLACED NTH /N STRUCTURES NTH /MPERWOU5 ROOINO OR COVERED NTH TARPS IN ORDER 70 ENTITY FOR THE PLANS PREPARED BY THE ENGNEER /S NOT A DETERAWA77ON BY THE CITY OF fNCIN /TAS OF THE TECHMCAL SUFFICIENCY OR SLOPEANALYSLS' MAA1MUM If 77CAL DEPT H OF RU = 1' WATER AGENCIES' STANDARDS COMMITTEE (WASC) AVOID RAIN CONTACT NTH ANY TRASH MATERIAL ADEQUACY Or THE PLANS OR DESIGN AND IT nHERMFORE DOES NOT RELIEVE THE ENGINEER OF RESP 28NTY FOR THE PLANS OR DESIGN O EXISTING GRADE OF IRE ENTIRE PROECT NARK AREA IS LESS THAN 25% AMPROMEMENTS BASED INEREOAN, PIE ENGINEER AGREES 70 MMWY AND HOD HARMLESS IE CITY OF ENCINTAS AND ITS OFRCERS; AGENTS; SLOPE. CUT= 276 C. Y. 2 RENEW OF THIS PLAN BY SAN DEGUTO WATER US7WT DOES NOT CONS777UTE /REPRESENTATION AS TO 7Hf ACCURACY O. THE LOCATION MANY CONSTRUCTION MATERIAL INCIUDING SIX VENT$ WATER -BASED PAINTS, VENOf FLUIDS; BROKEN ASPHALT AND CONCRETE WOO AND AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS; � OMISSIONS OF THE RU = 30 C; Y. OF CLEARED VEGETATON CAN BE YCLEO NON - RECYCLABLE MATERIALS MUST B£ TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED Ot AS � �+' / M AGENTS OR EMPLOYEES ACTING NXIN THE CCVURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OWNERISCERT/FICATE EXPORT = 176 GY. OR THE EXISTENCE OR NON - EXISTENCE O ANY UNDERGROUND UTILITY PIPE OR SJRUCTURf N1HlN THE LIMITS Of THIS P�IOECT HAZARDOUS ANSTE FOR INFORMATION ON DISPOSAL O' HAZARDOUS MA7FJWk CALL THE HAZARDOUS WASIE HOILM TOLL FREE AT (800) O' THE WORK NED BY THE ENGINEER. REMEDIAL = 1280 C. Y. (3 -4' REMOVAL AND RECOItPACnON J ALL BERNS MOUTIE NtlICH MAY AFFECT FNAL DESIGN l f. LINE LWOS9 LINE PARALLELING OR PROPOSED CONNECTION SHALL BE 714 -1195 FOR INFORMATION ON LANDRUS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151 / OE) HEREBY CERAFY THAT A REGIS7ERED SOPS ENGINEDR OR UN1fR AND 5' OUTSIDE OF BUILDING Fo07PR/NT) FIELD WRRED. ALL ENS OR PROPOSED UTILITY CROSSING W WHIN 10 FEET � PROPOSED WATER MAINS MALL BE SHOW ON IMPROVEMENT SAMPO fNGIN /NC. Q�OFESSI G'�ODGST HAS BEEN OR NIL BE RETAINED 70 SUPERNSE OVER ALL PLANS: ELECTRICAL AND SEVER 70 CROSS UNDER WATER MAINS UNLESS GIVEN NR/TTEN PERMISSION BY SAN D/EGUITO WATER DISTRICT. POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACIES AROUND THE SYIE f71 PO fNC4 � /IE 213 �� ANT L. S� GRADING ACTIWTY AND ADWSE ON THE COMPACTION AND STABILITY Of 4 CONTRACTOR AND ONNER ARE RESPONSIBLE 70 RELOCAIE AND /OR ADJUST 70 GRADE ANY EXISTING WATER FACILITY (FlRE HYDRANT, METERS, PORTABLE 701LE75 MUST BE IN GOOO OWNG ORDER AND CHECKED fREQUENIY FOR LEAKS: CONTRACTOR SIRALL PROVIDE SECONDARY ENCINITA� CA 92024 h ?�' IHf SIB- VALVES VALVE BOXES ETC) N1/LYH IS AFFEC71D BY (HEIR PROJECT ALL AFFECTED WATER FACIUAES MUST MEET CURRENT WATER AGENCIES' CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRM INLETS ON PERNOIS SURFACIS (760) 436 -0660 No. 44173 ° A: _ � - tA� (�l IMPERVIOUS AREA SUMMARY STANDARDS COMMITTEE (WASO STANDARDS lF FACLINES Do NOT MEET STANDARDS; IHEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS � M LUVAN SE ALL CONSTRUCTION DEBRIS STROLL BE KEPT AWAY FRAM 1Hf STREET OUTIER AND STORMLWAIN. CONTRAC7OR MUST ROUANELY CIHECK AND BY /��-� ���A DA>F 8 �2 F � 06 -30 -15 � RUC710 . 6609 SOT AT THE QNNfRS EXPEL (LEAN UP MATERIEL ►NAT MAY HAT£ 1RAVfLLD AWAY FROM CONS7%RUCTICNK IMPERNOIS AREA AFTER CONSIRUCTIOVV S6F( 5 UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATON N O PARALLELING WATER S&WCES WNMVT L. SAMPO RCE 44173 EXPIRES 630 2015 `fqJ� C I V 1 � Q�C� ROSfANE SULLNAN DECKEASE IN IMPERVIOUS AREA: 3t 9928 - '45YI54�T 6 MINIMUM HORIZONTAL SFJPARATIW OF 10 -FEET REQURED BETWEEN RRE HYDRANTS ANO SAN DIEGO GAS AND ELECTRIC VAULTS IT END AAT 760) 6 277 UION CON)R(k MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING D£PAR1A►t7V , OF CALVE 7. ALL WATER SERWCfS 70 BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OILER )RAVELED WAYS: WATER METERS MUST BE IN FRONT OF BMP PROJECT STATUS• sTANDARD 7HE PARCEL nHST ARE eW "G Man MUMAUOWABPEWATERUS6.070 wA/ LEUCAD/A WASTEWATERD/STR /CT FIELD OPERATIONS PLANN/NGANDBU/LD/NG PARKSANDRECREAT/ON SAND /EGU /TO WA TS? DISTRICT ENC /NITASFIREDEPARTMENT fl CALIFORNIA STALE LAW ASSEMBLY BILL AB -1953 /S (REWIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL PER ENCINNTAS MUNICIPAL CAE 2J26.070 POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN CONUANCE NTH PC LAW, TIRE DISTRICT SHALL REQURRE ALL MATERIALS TO BE PUBLIC SEW SY51EM APPROVAL U NO -LEAD BRASS PARTS. Eta: EVAPOTRANSPIRATIAV = 429' APROVED BY LOD DISTRICT ENGINEER 9. ALL COPPER TUBING USED FOR A/R RELEASE BLOW OFFS AND SERWCES SHALL BE PROWDED NTH CATHODIC 1PR01fCnCYV !N ACCORDANCE ..2A =40S APE AREA = 4,730 SF ✓y h ( p�� NTH 00 -17 OR NC -16 0.62 = CONVERSION FACTOR (70 GALLONS PER SQUARE FOOT) SIRING, PE -3 RCE DA TF N {� MANN = (Eto 0.62 O7 LA = (42.9 "X0.62)[(7.7)(4,585 SF)J= u i E 9/2�/� Z t��1y i / L7 / / CtJ' c� Z7 I M4 NO 8$6 GAtLF YEAR FlRM EXP DAZE DATE SYGV DAIf SIGN v BATE t $ DA AE w SIGNA711RE EXPIRES TV YEARS FROM DATE SIGNED z L7 CHANGE NO. DESCwIPnaN APPROVED( DATE BENCHMARK SCALE ASCU /CTS IF��DBr. DRA�BY cHEGIts er. ENGINEER/NGDMSIONAPPROVALS CITY OFENC /NITAS- ENGINEERING D /V /S /ON DRAWIN�NO �z CONS�ta�loN �NWE NEW NAt�tY,cn IG PLANS PREPARED UNDER SIIPERKS70N OF 5 U 1 ( 1� 2.5' CADT DISC IN NEST END OF DRAINAGE BOX INLET NN THE RECOMMENDED.• J O AppR GRADING & EROSION CONTROL PLANS FOR: NE QUADRANT OF THE INTERSECT O LA COSTA A W AND O l -A IN THE NW CORNER Or NORTFIBOUND ON RAMP AND 47 DATE . L? 12 U - SULLI VAN RESIDENCE �± a FT EAST O BRIDGE N/A MANN - GLENN M 1194T-G < ELEVATION.• 47.114 NAY( 88 �� 7 R.C.E. NO : 441173 ENGNEfRING/PUBUC NARK DIRECTOR cap SIGN DATE Y/ a NT L 'AWPO 9/19/14 = 416 �A COSTA AVE ENGNffR OF TURK EXP. 6/30/15 DA DALE CASE NO. 13 -197 CDP SHEET IOF3 -�' 5 1 HOLD CITY HARMLESS FOR DRAINAGE ' J �54.49 �°, RECORDED: 5EPTEM6ER I61 ZM14 � AS DOCUMENT N0. 2014- 0 Sill \\ OF OFFICIAL RECORDS 5s.7s I ti BIOPRESR ss.38 OFFSETGOON RECORDED DOCUMENT OF OIFiCIA! /57.30 24' MiN, U -NO- - 4' KEY ANCHORS (TYR.) FOR ANCHOR I 4, I I I 1 6' MIN. 1 I i —III VI II Ii I I I 1= I II I1 I I III =III1 IIIIIIIIIIi II II i Il II I ll I F a -VIII I L1 I VIII I L III -III � � I� � I I I IT —III ll I I I I I I III NOTES i. PACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2 FOR GRASS OR TURF oPRDN, INSTALL LANDLOK TERM A50 TYPICAL DRAINAGE SWALE TURF REINFORQEiMENT NAT A NO SCALE RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM THE SURROUNDING GRADE HARDWOOD I MULLW nii'nnn n °n ° -:o n °It 24 . MIN ENGINEERED SQL *SEE NOTE BELOW 8I6RE0770N DETAIL FOR IMP NTS t% 'BIORE7NRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 24' DEEP SANDY LOAM SOIL MIX NTH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL THE EFFEC71W AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL " CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENRON BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO 1 41:1 ;st'L"l ,4, 0 00 ,o On m 6'TOKX 31WC-45NVrD A, 1 -5 CHANGE N0. BENCHMARK ELEVATION.• 47.114 NAN188 DESCRIPTION — 20, — rn RESIDENCE N E I.O to SERVE NEW SEAR LATERAL IS A�ROXiMA O I 1 I I APN! 216-030-8c7 I I I ^I 4`7 Iri 1 to I' to to T I I RASfM£N GRAAN DEED REECt RO£R I O 1 ON OILY 5, 2013 AS DOC. N0. I 2013 0422953 OF 0.R- Z YON I I 67. PATTERN. RUNNNG BOND TION SHOWN MAY VARY DEP �- TS TO BE CONDUCTED PRIOR F BASE WLL VARY WITH SUBBE DETERMINED BY SOILS E/1 8" BLK WALL (1� IL �._ "� ^ 1 �NIS lb NOYD E �s E p 10 '�' / r I / 20' — !c� xt .141, . 11 C 6826 ` L L OFF S17E LETTER OF PERMISSION FOR WALL CONSTRUCRON II Z 10 15 5 1 \� L L BY y DATED: f/ -� .�• �-F- Iii 4. H LINE — I s 4 � / �,�1 , ��p�! 00 a to I �A I pIN' �Cc 1 ( 26' No. 44173 ° O I w 23 06 -30 -15 SEE DETAIL D' SHEET 1 FOR cm V IL�c���Q wnt AS BUILT N 89.00'24 "E 235.83' PLANS PREPARED UNDER SUPERYTSION OF DATE : /4- N R.C.E. NO.: 44173 EXP. 6/30/15 l 142.75' ENGINEERING D MS 10 N A P PR 0 VA LS S RECOMMENDED: _YQ® APP CONSTRUGTTONNOTES' 1. A CURRENT PRELIMINARY 717LE REPORT PREPARED BY FIRST AMERICAN RILE DATED APRIL 26 2013 AS ORDER t�DIV- 4375448 WAS REVIEWED FOR EXISTING EASEMENTS OF RECORD. SAID EASEMENTS HAVE BEEN PLOTTED BY / CIREMELf SURVEYING INC AND REFERENCED HEREON. ITEM NUMBERS PER PRELIMINARY RiLE REPORT BY FIRST AMERICAN RILE COMPANY AS ORDER NO. DIV- 4375448, DAZED APRIL 26, 2013. OAN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED' OCTOBER 13, 1971 AS INSTRUMENT NO. 235786 OF OFFICIAL RECORDS IN FAVOR OF SAN DIEGO GAS AND ELECTRIC COMPANY AFFECTS: THE AND 10 AN EASEMENT SHOWN OR DEDICATED ON 7HE MAP AS REFERRED TO IN TH LEGAL DESCRIPTION. FOR: PROPOSED 20 FOOT PRIVATE ROAD EASEMENT AND INCIDENTAL PURPOSES 15 AN EASEMENT FOR URL177ES AND INCIDENTAL PURPOSES, RECORDED AUGUST 29, 2003 AS INSTRUMENT NO. GJ- 1059562 OF OFFICIAL RECORDS IN FAVOR OF PACIFIC BELL TELEPHONE COMPANY. A CALIFORNIA CORPORATION j CHu TRI IN GI WMtLL PE Q- Sb9SO C -S AFFECTS THE LAND DRM A QUALI 20 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT EN177LED "GRANT OF STEEP SLOPE AND 5' WIDE X 16' LONG RIP -RAP ENERGY DISSIPATOR PER SDRSD D -40, TYPE 2, USE NO. 2 BACKING 1.1' BIOLOGICAL HABITAT PRESERVATION OPEN SPACE EASEMENT RECORDED JANUARY 31, 2006 AS THICK 00 12' DG FILTER BLANKET INSTRUMENT N0. 06- 718827 OF OFFICIAL RECORDS 23 THE TERMS PROVISIONS, AND EASEMENT(S) CONTAINED IN THE DOCUMENTS ENTITLED "OWNERS AGREEMENT OF EASEMENTS COVENANTS AND RESIRICRONS" RECORDED AUGUST 02, 2006 AS INSTRUMENT �2 5' WIDE X 12' LONG RIP -RAP ENERGY DISSIPATOR PER SORSD D -40, TYPE 2, USE NO 2 BACKING 1.1' NO. 06- 548699 OF OFFCIAL RECORDS THE FOLLOWING ASEMNT HAS NO LOCATION SET FORTH AND AND THEREFORE CANNOT BE PLOTTED: Z AN EASEMENT FOR PUBLIC UPURES AND INCIDENTAL PURPOSES RECORDED FEBRUARY 17, 1981 AS Z INSTRUMENT NO. 81 -4 -7759 OF OFFICIAL RECORDS IN FAVOR OF.- SAN DIEGO GAS AND ELECTRIC i ® 13' x IORETENRON FOR BMPS NOT TO BE MODIFIED NITHOUT CITY PERMIT SEE DETAIL B' EE 1 COMPANY AFFECTS- A PORTION OF SAID LAND �5 24' W1D D AINAGE SWALE SEE DETAIL A' i 2 THE SUBJECT PROPERTY LIES WITHIN 7HE LEUCADIA WASTEWATER DISTRICT AND IS CURRENTLY SERVED BY C1 7YOfENCI NI TAS- ENGINEERING DIVISION DEPARTMENT LUECADIA WASTEWATER DISTRICT FOR SANITARY SEWER FROM THE PRIVATE DRIVEWAY OFF OF LA COSTA AVE W 3. THE SUBJECT PROPERTY LIES WITHIN THE SAN DIEGUITO WATER DISTRICT (0110) AND IS CURRENTLY SERVED BY f SON) BY 2 INCH SER14CE FROM LA COSTA AVENUE. 4. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY NG PLAN FOR: ^ THE PROPERTY OWNER. O `i- 5. ROOF DORNSPOUTS SHALL DISCHARGE INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECTION INTO THE SULLIVAN RESIDENCE iw PRIVATE STORM DRAIN SYSTEM TO THE SARSFAC77ON OF THE CITY ENGINEER. W47FR SHALL NOT BE ALLOWED TO I ^ POND ON S17E AND DRAIN TOWARD BUILDING FOUNDATIONS ' 6. ALL EXISTING AND PROPOSED URUTY LiNES SERl4NC THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 416 LA COSTA AVE CONCRETE DRIVEWAY SHALL NOT BE LESS THAN 5° P.C-C- OVER 12" MIN COMPACTED SUBGRADE SOIL TO A I7 MINIMUM OF 90% MODIFIED PROCTOR DENSITY, ASTM D -1557 CONCRETE SHALL BE REINFORCED NTH NO. 4 BARS PLACED 18" PACED AT THE MIDPOINT OF THE SLABS JOINTS PER SOIL ENGINEER REFER TO SOILS REPORT FOR ADDIRONAL RECOMMENDATIONS. 8 CONCRETE PATIO SHALL NOT BE LESS THAN 4° P.C.C. OVR 2' CLEAN SAND UNDERLAIN BY A 10 -MIL MOISTURE B ERML, UNLESS DETINED ---10'SYSB OTHER S BY THE SOILRENGINEER. JOIN AND REINFORCEMENT PERSOIL ENGINEER� 10. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES 11. UNLESS NOTED OTHERWISE, ALL ROADWAYS SHALL BE A MINIMUM i6' IN NOTH DURING CON57RUC77ON AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VENCLES, IN ACCORDANCE {NTH ERIE UNIFORM FIRE CODE AND CITY OF ENCINITAS FIRE DEPARTMENT 12- NTH THE EXCEPTION OF THE WOIRK PROPOSED ON APN ALL OTHER WORK PROPOSED ON THIS PLAN IS ENTIRELY NITHIN RTE APPLICANT'S PROPERTY. IF ANY DISTURBA!PCE TO ADJACENT PROPERRES IS ANRCIPATED AS A RESULT OF ANY PROPOSED PORK, OR AT THE DISCRETION OF I THE CiTY FIELD INSPECTOR, A MITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRIRNG AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -NORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 13. CONTRACTOR TO LOCA7E EXISTING SEWER LATERAL AND RE NEW BUILDING SEWER TO EXISTING LATERAL AT 29 MIN. SLOPE. 14 NO CONSTRUCRON WORK OR STAGING SHALL BE CONDUCTED NIHIN THE 100 -FOOT COASTAL WEILAND BUFFER w AND OPEN SPACE EASEMENT. 15. THE COMMON 6 INCH SERER LATRAL THAT CONNECTS TO THE LWD SEVER MAIN LOCATED IN LA COSTA AVENUE AND IS UNDERSTOOD TO SERVE MULTIPLE UNITS A7 406, 410, AND 416 LA COSTA AVENUE. MULTI -USER LA TERALS ARE ALLOWED WTTHIN INO ONLY iN SPECIAL CIRCUMSTANCES LND WIL ALLOW THE CURRENT THREE PROPERTY COMMON LATERAL CONRGURA71ON TO REMAIN NTH THE FOLLONING UNDERSTANDING ACWNOWELDOED BY THE OWNER OF 416 LA COSTA AVENUE, AS EMENCED BY iMPLEMNTAPON OF THE APPROVED PLAN. - o. IND DOES NOT OWN OR MAINTAIN INDIVIDUAL OR COMMON SEWER LAiERALS,• b. THE PROPOSED COMMON LATERAL CONROURARON HAS/VWLL ALLOW THE P07ENIIAL FOR ANY 3 OF THE TITRE CONNECTED UNITS�HOUSES TO CAUSE A BLOCKAGE IN THE COMMON LATERAL, WHICH N MAY CAUSE A BACKUP IN ONE (U7RR MORE OF 7HE CONNECTED HOUSES c LND iS NOT LIABLE FOR MAINTENANCE OF IND114DUAL OR COMMON SEVER LATERALS d. LEND IS NOT LIABLE FOR DAMAGES CAUSED BY BLOCKAGE OR SEWER BACKUPS NITHIN INDIVIDUAL OR COMMON LATERALS 16. CONSTRUCT AN EAR7HERN BERM ALONG THE TOP OF SLOPE PER SOIL ENGINEER. 2 KEY NO 0- DEM 0191IP07ECT NV -RACE 1>� PROTECT EXIST. S17E WALL IN -PLACE 1 2O DEMOLISH A PORRON OF ENSRRNG RESIDENCE. PROTECT EXISRNG FLOORING IN- PLACE, 70 BE RE -USED PER ARCHITECTS PLAN. �0 �19E PROTECT EXISTING PCC PAVEMENT iN -PLACE ® PROTECT EXiSRNG 7REE IN -PLACE 5Q DEMOLISH EXISRNG PILASTER & WALL AUIMPROYE 015 1 OVERHEAD STEEL FRAME SE ARCHITECTS PLAN NCRe"w ftvem¢NT P 2❑ RAIN GARDEN WATER FEATURE SEE ARCHITECTS PLAN COMST• N07E i4 3❑ PI ;N A q "" NI PEIi DfiAlD I E S tA16K C QcTE P DSO E 6 t a1y'CRO h 1�'�A�lET�St�N io EX D IDR` SEE BOX AT LEFT Q - S1 WALL & PLANTER PER ARCHITECTS PLAN AND ZE OF PERMISSION. I © 16' NOE BY 5' HIGH DRIVEWAY CA 7E WITH KNOX -BOX. THE GATE CAN BE 4 -FOOT SOLID AND CAN BE AN ADDITIONAL 2 FEET PROWDED IT IS 50% OPEN 7❑ - ❑ St� CONCQ E� PR VCe1HW ee- 9 ❑ rnnnuJnJr nro nrreu s' 13ASG `62 DgtINL %%Cn j CHu TRI IN GI WMtLL PE Q- Sb9SO C -S DRM A QUALI 5' WIDE X 16' LONG RIP -RAP ENERGY DISSIPATOR PER SDRSD D -40, TYPE 2, USE NO. 2 BACKING 1.1' THICK 00 12' DG FILTER BLANKET \ �2 5' WIDE X 12' LONG RIP -RAP ENERGY DISSIPATOR PER SORSD D -40, TYPE 2, USE NO 2 BACKING 1.1' FI THICK, 12" DO LTER BLANKET. Z l2 8:5' A5' lORE7ENTI0N FOR 8MP5 NOT TO BE MODIFED W17HQUT CITY PERMIT SEE DETAIL B' Z �^ N i ® 13' x IORETENRON FOR BMPS NOT TO BE MODIFIED NITHOUT CITY PERMIT SEE DETAIL B' EE o �5 24' W1D D AINAGE SWALE SEE DETAIL A' w z C1 7YOfENCI NI TAS- ENGINEERING DIVISION DEPARTMENT DRAT NGNO. W NG PLAN FOR: O SULLIVAN RESIDENCE 11947-0 416 LA COSTA AVE N 8900'24 "E 235.83' BEST LANDSCAPEPi4ACTlCESCHECI(LIST•• \ - �1. HOMEOWNER SHALL PRO VDE PLANING APPROPRIATE TO THE NATURE OF THE SOIL PRESENT ON \ I 53.11 0PMARY SILT FENCE SITE, AMENDING SOILS WHERE APPROPRIATE. SOILS MAY BE ANALYZED FOR TEXTURE, SOIL PER DETAIL 'G' AND INRL IRA RON RATE, PH, TOTAL SOLUBLE SALTS, SODIUM AND PERCENT ORGANIC MATTER AS CASQA DETAIL SE-1 -- REQUIRED. RECOMMENDA PONS ABOUT SOIL AMENDMENTS THAT MAY BE NECESSARY TO FOSTER A t 56 X56.7t 6 �j ) , ` PLANT GROWN AND PLANT SURVIVAL IN THE LANDSCAPED AREA USING EfRCIENT IRRIGAIDN l � TEl%pgRA/+'y G77A4Q 1ECHNIQUES BAGS OAE R019 TOO CRUSHED AGGREGA III 55.9`s %C X s' / I 56.79 57.44 25' RYSB p� t BAGS H01 STA 2 HOMEOWNER SHALL PROVIDE PLANING APPROPRIATE TO NE MICROCLiMATES OF NE SITE W4N GREATER THAN 3:0 BUT / ~ _ RESPECT TO SUN AND WIND EXPOSURE AS WELL AS MOISTURE RETEN71ON. FW. SBS r '.;c, SMALLER THAN b 0 �i / !L 510PRESERVATON CASEVEN`7 "� : ' 12' MIN FILTER FABRIC �6+ 20 _ / X56.34 5 . RECORDED AS X �� I 3 HOMEOWNER SHALL PROVIDE MULCH AS FOLLOWS A) A MINIMUM TOO -INCH LAYER OF MULCH EXISING� SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES IN EACH LANDSCAPED AREA EXCEPT IN TURF GRADE 3a'' DOCUMENT NO.� 58.32 r AREAS CREEPING OR ROOING GROUND COVERS OR DIRECT SEEDING APPLICAIONS NHERE MULCH IS t3`R4 Of O,`FiCiAL RECORDS 4 CONTRAINDICATED. 8) STABILIZING MULCH SHALL BE APPLIED ON SLOPES C HIGHLY FLAMMABLE I MULCH MATERIAL SHALL NOT BE USED. ) SECION A -A 60 x60.33 _ X 4, HOMEOWNER PROVOED PLANING AND IRRIGAPON SHALL REMANd CONSISTENT NTH ANY REQUIRED NOTE: CONSTRUCT SEDIMENT �.' ' s0.6a o BARRIER AND CHANNELIZE RUNOFF �- PROVISIONS OF Nf ARCORMIIAURAI, GRADING AND PUBLIC IMPROVEMENT PLANS WITH RESPECT TO 20R TO ENT TRAPPING DEVI ` x56.94 1 7 30 5 DRAINAGE PATTERNS, STORMWAIER MANAGEMENT AND DISCHARGE CONTROL. iii A 60,07 X60.57 Xs\ 2 5 HOMEOWNER PROVOED PLANING SHALL ADDRESS FIRE SAFETY ISSUES AND DEMONSTRAIE COMPLIANCE WIN APPLICABLE REQUIREMENTS FOR DEFENSIBLE SPACE AROUND BUILDINGS AND - i l STRUCTURES AND SHALL AVOID Nf USE OF FIRE PRONE VEGETARON. SEE CALIFORNIA STORMWAiER QUALITY WIDTH AS REQUIRED X I J 4 59 77 Xszas Xs2:sa 5 j X_. (",TO ACCOMODAIE 66 I 6. HOMEOWNER PROVIDED PLANING SHALL NOT INCLUDE INVASIVE PLANT SPECIES ASSOCIATION (CASQA) STANDARD DWG NO. ANICIPATED " X62.6o 7. HOMEOWNER PROVIDED PLANING SHALL BE POSIIONED SO AS T0, AS MATURITY AVOID lC -1 FOR ADDIIONAL INFOITMAION 1RAFFlC a'HIGH 2 -� ���_ _�,� � ]E�ARARY I�f1apTY A WF 111 7s . � e 64.00 � � 1EMPQIRARY GRAY£L �� �Ea OW DAH � �A I DBSiRUCPNG MOTORISTS' YEWS OF PEDESTRIAN CROSSINGS, DRIVEWAYS ROADWAYS AND OTHER ? r I T VEHICULAR GRAVEL WAYS CORRUGATED S � �• o b�. BAGS Old ROIK 1Mt'1 a � � • �" &Z � �- �' AID CA�1 STEEL PANELS . T I F BAGS HW�I STAGER® >( �!= ( STANDARD 7 -4 8. HOMEOWNER PROVIDED PLANTINGS SHALL AVOID THE USE OF LANDSCAPING WITH KNOWN SURFACE y B ;6 F 64.32 /n - - ROOT PROBLEMS ADJACENT TO A PAO AREA, UNLESS THE PLAN PROVIDES FOR INSTALLA III OF 25' MIN -~I ROOT CONTROL BARRIERS OR OVER APPROPRIATE DEUCES TO COIViR01 SURFACE ROOTS 54.35 5.47 z. 4:1 6758 9. HOMEOWNER INSTALLED IRRIGARON SYSTEM SHALL PROVIDE THAT IRRIGATION FOR ANY MATCH EXISING GRADE / ! 3 4.3 - 1 ` 'X54.5 ;i s j LANDSCAPED AREA RILL BE REGULATED BY AN AUTQMAIC IRRIGAPON CONTROLLER, } _ - - I f r 10. HOMEOWNER INSTALLED IRRIGARON SYSTEM SHALL BE DESIGNED NTH A LANDSCAPE IRRIGAION EFFICIENCY NECESSARY TO MEET NE MA III LAWN /LANDSCAPING �` '5 0j' 5555 _ C X6511 :- OVERSPRAY LOW HEAD R I AGE A D OOTHER SHALL BE CONDInONS NI IRRG nON II TER FLOWS TYPICAL STABILIZED CONSTRUCTION ENTRANCE I I s5 as _ _; �,, GRAS, - -- / �1 OR SPRAYS ONTO AREAS NOT INTENDED FOR H7RIGAPON NO SCALE E X65.74 3 r,_.= �3 Tfi'5. I� NOTE. GRADING INSPECTOR MAY ALLOW CORRUGATED I s s �4 STEEL PANELS ONLY WITHOUT AGGREGATE. b4 5.E1 ` ss.a fi % 65 3i � 12. HOMEOWNER INSTALLED PURPOSES ION SYSTEM SHALL MAKE USE OF RECYCLED WATER SHALL BE �P�Sti� ass 69 05 43 13�HlEO R�N INSTALL WERE FEASIBLE ,�- 5 ! �� A s 2a L I ARON SYSTEMS SHALL BE ROUINELY INSPECTED AND 24" NVE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY 1 66 Q MAINTAINED AS FOLLOWS- RUNOFF AND EROSION ANDS DETECT PLANT OR _ - IRRIGAPON SYSTEM FAILURE REPLACEMENT OF DEAD, DYING AND DISEASED VEGETADON; FOR DRAINAGE 04ERFLOW ASSOCIATION (CASQA) STANDARD DWG N0. WAVRARY YELDpTY 66 X66 5 �A�q� / _. �� _ ERADICAION OF INVASIVE SPECIES REPAIRING NE IRRIGAION SYSTEM AND ITS COMPONENi5 WHERE NECESSARY SE -4 FOR ADDIIONAL INFORMATION �� GilEp( DAM PER DETAk 32L �` F REPLENISHING MULCH; SOIL AMEWMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY 2 BAGS HIGH (TYR) ! U a <ll p E 95 LAWN 1ANDSCAPCNG O 9 � , � 6'HIGN 5 Y AND POOL 6bti �J � � I PLANT GROWiH fER]NiZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS, MAINiENANCf 1 STANDARD -4 HOOD y AVOID. OBSTRUCTION OF MOTORISTS' YEWS WALL STAIRSF 6�. WOOD ° DECK v � D \ ��� 6.39<. =�.0 13 f ^ �1 6 3 (PERVIOUS) 2� i u 9D� 20 SY.D E�¶� �NOIIEN FABRIC GRAVEL BAGS 1 \o p1R� STAGGERED (TYR..) ]CONTRACTOR TO 1 69.1 f .33 Y� f USE T EXS, FE 57.15 RFSIOFIVCF / / LATERAL &REUSE r0 SLRI /L r.L,• ]EMPatARY VELDL7TY X / X557 20' RESIDENCE 1OCARON vr, LiM DAM PER DETAK 67.,61 r2,1 Ff 6914 16810 TYPICAL VELOCITY CHECK DAM F � j-- - � - ----i SEYr`ER �; RA, s� � YwNQ Cl � I NO SCALE Z I 1EMPQRARY SILT fENCfs7. \ STANDARD 4 67 PA 66 / .. / Si DETAIL PSQAAk S1 iD' SY58 58 14` 1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING TO I ti. 4 BY 4 IN (10 BY 10 CM) NE POSTS z97 / TRENCH UPSLOPf FROM AND i 67,54 I i� �a I ALONG THE LINE OF POSTS � I 11 � . s � � ; ONE-STORY I bib` �r �; HOUSE 6714 1APN1 "I 56 -03 6 74 , sas FF=69.14 \ I �I 0% r �� C',"° )EAIPA4ARY VELDpTY I PCA piEp( DAM TER 1 69.10 . EP68 '. 4 8.99 r �'y' �;,, 682 r t. 66 STAIIDARD 4 I 00 CM) 31 _ 04 - ° 8.99 00ti C 2 3. FILTER .0 I �68. RHous ATTACH THE FABRIC TO 4_ - BACKR 68.01 LL AND COMPACT THE � 1 � '_ � ,\ � a8.50 � T o � ) THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL I I sa.os C O�" �� �� 68 s gy �o )y j 3a �p INTO THE TRENCH. 5 PRIVATE SEWER EASEMENT PER I e.00 �� &: £ASEMtNT G,4ANT DEED RECORDED I O 799 S PS �I 3 �sa.a 'f �6gN ;� ON JULY 5, 2013 AS DOC `N0. 8:32. I'll %/ > G7.42 N f� - 2013- 0422953 OF OR C n g �5 0 III I p' 7 Imo•\ i�D Q LEI _ j Z �� �` t,., � ., �f-� `�° 8 �.5� � \ rl � '�. �'��d"�rr /�/ /�.,\,,. 0 Y 2 68.3 FALTER FABRIC X � <' _WIRE 67 7.94 V 67.92 �� I i �I II�II III I I CON _ 1 A� I 1 �° 69,10 \ �' X67.68 �•�� r I'�I_� -�� 1�1,� �I� LL�I� 111 I 1: _ i 10 I .6 -- �Tl�ll�ff- 11�11 11- � - Ass X I-j - 2 X V 773 �\ +� ..a ' S7 L X82 6�.2., i ' " I _ I r �� �. r I � o ��i - �'_ _" � t r67,38 ( NOTE; SEE CALIFORNIA STORMWATER QUALITY ( � � 61.65 Xs� 95 ALTERNARVE SILT FENCE CONSNUCION MAY BE USED 5' I _ C SE -1 FOR ADDIIONAL INFORMAION &•ta- �- R T 8 6&90 �• a ,,. IF FIRST APPROVED BY THE ENGINEER OF (YORK AND ( ) ASSOCIAION CASQA STANDARD DWC N0. � 68.82 sr,4 THE INSPECTOR �I 8" BLK 2 FRSD _ ea 1� _ ; 6za . _ WALL �1 }-� C � � 8.35 / L r, { TYPICAL SILT FENCE C, 4 -- L -- L S f l i i 21 - NO SCALE �� r sa. 6 7,61 I- - �N� J_ 20 'j �J {' 7 10 LLJ L _ OFF SITE LETTER OF PERMISSION f- � � � I I I i - - ` - � ' -_ ( X 67.44 � � No. 44173 ° Z FOR WALL CONSTRUCION , 15 f _ I BY. - ON I 06 -30 -15 �- - �� L L �SCAFIAlG- i �I DATE1: IGH 4I , e _ L_ RE7 WALT. - _ 5 R o HI�G I 5 \ LL 8. i - - 6e.a N 89 01'17 "E 6 SAW 1E1MARY bELOCITY " 142.75' i _ n i CUT 7' . ,PIII . nM � After /YJC/Yf AIM 0= X TAN I 3 LINt - Ri S BENCHMARK SCALE CO 25 CADT DISC IN NEST END OF DRAINAGE BOX INLET iN THf NE QUADRANT OF THE INIERSECPON OF LA COSTA AIf AND l -A IN THE NW CORNER OF NORTHBOUND ON RAMP AND 47 1 • = 10" I o ~? 68. FIT EAST OF BRIDGE r ' ;I I � Elf VAI0N 47114 NAND 88 ° 120 N tl CHANGE N0. DESCRPPON APPROVED DATE 4 26' rI STABILIfED CDIVSIRUCiIDN 1" AND CASO ENTRANCE PER DETAIL V STANDARD SE AND CASQA DETAIL 7C -1 �. B Im AS BUX TS PLANS PREPARED UNDER SUPERVISION OF Slpy DATE VINCENT L SAMPO ENGINEER OF Al NOTE.• THIS PLAN IS FOR TEMPORARY EROSION CONTROL PURPOSES ONLY REFER TO SHEETS 1 & 2 FOR CONSNUCION w,cu1`u "' Us UT DMSIONAPPROVALS RECOMMENDED: Jf APPR DALE : S 2.2 /l MASH MAHff R.C.E. N0.: 44173 ENGINEERING UBUC 1�1) KKG DIRECTOR `I II � i 14 EXP. 6/30/15 DATE DA 1E � 1' =10' 0 5 10 20 C I T Y O F EN CI NI TA S- ENGINEERING D I V I S l0 N D EPA R T MEN T EROSION CONTROL PLAN FOR SULLIVAN RESIDENCE 412 LA COSTA AVE U C'3 Z EE aN w Z z DRAWING N0, a Q J ^� 11947 -G --" SHEET30F3