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2018-13906 G (Plans)RIGHTOFWAYN07 OWNEIR IS TO OBTAIN A CONSNW71ON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO NDRKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP NOW NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPON981LITY OF THE OWNER TO 9ff WHERE HIS11HER PROPERTY LINE IS DRAINAGENOTE NO CONCEN17MMO DRAINAGE FLOWS ARE PERM177ED OVER ADJACENT PROPERTY LINES WATER IS 70 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 1 PERCENT AND BE CCNVfYED T" AN APPROVED DRAINAGE FACILITY UIILITYNOIE ALL U77U71ES SERVING THIS 97E SHALL BE INSTALLED UNDERGROUND. n�u, -nu ,nr�n L ALL WORK SHALL BE DONE IN ACCORDANCE WIIH Ill PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC IMS CONSIRUCIII fif DE5761V CCNNSNUC77ON STANDARDS OF THE CITY OF ENCINTAS AND 771E SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REV90NS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR 1NSPECRON. _2 THE SOILS REPORT 77W %FFOTECHNICAL EVALUATION 2334 NEWLASiiE AVENUE A CARDWF BY THE SEA COMMUNITY, CITY OF ENCINITAS, CALIFORNIA" DATED MAY 1, 2018 AND "GEOMICHNICAL EVALUATION" REVISED SEPTEMBER 18, 2018 AND 'GEOTECHNICAL RECOMMENDAIii PROPOSED PERMEABLE PATER DESIGN AND BYO- REIENYON SYSTEMS' DATED AUGUST 17 2018 SHALL BE CONSIDERED AS A PART OF TENS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE W771 THE RECOMMENDATIONS AND SPECIRCARONS CONTAINED IN SAID REPORT PREPARED BY GEOTEK, INC. 3 SEPARAIF APPROVALS AND PERMITS FOR ANY CONS7RUCTION WITHIN PUBLIC RIGHT Ol WAY OR EASEMENTS SMALL BE REQUIRED IN CONdUAl WITH IMPROVEMENT PLANS 4. WRITIEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -7E GRADING. 5 CONIRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRE) TO PROTECT ADJACENT PROPER77ES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED 91ALL BE REPLACED OR REPAIRED TO CONITON £XGSTING PRIOR TO GRADING 6 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR Bf n MARK INSCH U" DISTURBED OR DRSIROYEO SHALL BE RE- ESTABLISHEO AND REPLACED BY A REGISTERED CML ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DE-GA; CONSTRUCT AND MAgNTAIN ALL SAFETY DEWCfS INCLUDING SHORING AND SHALL BE RESPONSYLTLE FOR CONFORMING 70 ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS 6 GRADING AND EQUIPMENT OFER41ING MAIN ONE HALF (1 /2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CO NDUCIED BETWEEN THE HOURS OF 5.•30 P.M. AND 730 A.M NG4 ON S47URDAYS, SUNDAYS AND CITY RE M12ED HOLIDAYS 9 NO GRADING OPERATIONS .SHALL COMMENCE UNTIL A PRE- CONSTRUCDON MEETING HAS BEEN HELD ONSTE W1771 THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE- CONSIRUCDON MEE7ING .MALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY C AL NO (760) 633 -2770. 10. PRIOR TO HAULING ORT OR CONSTNUCII MATERIALS TO ANY PROPOSWE CONSIMMICTON Sli NIHN INS PWA THE OEVRO ER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDIDONS AND REQUIREMENTS 71E CITY ENt M MAY IMPOSE WIN REGARDS TO THE HAVING OPERATION. 11. UPON FINAL COMPIERON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CfRIFFCATON" SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT N0. 13906 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONNFORMAI NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACKED AS- GRADED PLAN' THIS STA7EMENT SHALL BE FOLLOWED BY THE DATE AND SGYNAME OF 771E CIVIC ENGINEER WO CERTIFIES SUCH GRADING CPERATON. 12 ALL GRRAONG SHALL BE INSPECTED AND MSTD BY A QUALIFIED SAILS ENGINEER OR UNDER HIS DIRECTION HE 91ALL INSPECT AND TEST THE EXCAVAROLI PMMUT AND COMPACTION OR F P, l g AND BACGFLtS AND COMPACTION W 'RENCHES HE SHALL SUBMIT SODS REPORTT AS REQUIRED AND WILL DETERMINE THE SUITABILITY OR ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERAAONS HE 91ALL STATE THAT OBSfRVAI1GNS AND TES/S MERE MADE BY HIM OR UNDER HS SDPERWSON AND THAT IN NS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABIf FOR THEIR INTENDED USE 13. THE CONIRACTOR SHALL PRAY GRADE ALL EXCAVATED SURFACES TO PROVMif P0,l DRAINAGE AND PREVENT PENDING OF HATER. HE SHALL CONTROL SURFACE WATER AND AVOD DAMAGE TO ADJOINING PRLIPER77ES OR RNISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNIX SUCH 17ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14 ALL AREAS TO BE RUB SHALL BE PREPARED TO BE PILLED AND RILL Still I PLACED III ALX40ROANCENTH STANDARD SPECIFICATION ALL VEGETABLE MATTER AND 0MCRONABLE MATERIAL SHALL BE REMOVED BY IHE CONTRACTOR FROM IRE SURFACE UPON NHICI THE FIL IS TO BE PLACED LOOff FILL AND ALLUVIAL SOILS 91ALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SITU BE SCARRED 70 A DEPTH. OF 12 Ill AND MN CWACMD 70 A MNIMLNN OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 70 PLAC& SPREAD, WATER AND COMPACT THE F Z1 IN STRICT ACCORDANCE WITH SPECIFICATIONS 15 CUT AND FIIL SLOPES SHAH OR CUT AND TRIMMED TO RN191 GRADE 70 PRODUCE SMOOIH SURFACE AND UNFORM CROSS SECTION. 7HE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND ]RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT N A NEAT AND ORDERLY CONDITION. ALL STONES ROOIS AND OJVR WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES #RICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OR THE TOR AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE MYTH THE GRADING OROLNANCE. 16 ALL IIREES BRUSH, GRASS AND 07HER ORIECYONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY TIIE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEENCLEARED WIN A NEAT AND RNI ' D APPEARANCE FREE FROM UN961 lLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS TILL SHALL BE SECURED IRON THE SOILS ENGINEER AND CITY ENGINEER PRIOR 10 THE DISPOSAL OF ANY SUCH MAIMAL 17 THE REMOVAL OF ANY AND ALL CITY FREES SHALL BE CONSISTENT NTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TRIES LOCATED WI71ON CITY STREET RIGHT- OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EAD07S ARE REFERRED 70 AS CITY TREES AND SHALL BE PROTECTED IN PLACE' DURNG CONSTRUCTON UNLESS SPECIFICALLY APPROVE", 07HERNISE NO GiALING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT S67£MS SHALL OCCUR WITHIN INE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO 7HE OUTERMOST EDGE OF THE TREE CANOPY PROJECIION ON TIE GROUND) W A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE RP07ECTED IN PLACE. EVEN W APPROVED NFI!OVEMENTS ARE IN CONFLICT NIH A CITY IRE& IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. Y SAN L1IJ0 LAGOON VICINITY MAP NOT TO SCALE 1. IN CASE EMERGENCY Ml IS REOURED, CONTACT RYAN ORTMAN AT (854) 688 -1103 24 HOURS A DAY. 2 EQUIPMENT AND NURKERS FOR EMERGENCY WORK MALL OR MADE AVAILABLE AT ALL AMES DURING TE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL Al MATERIALS SMALL BE STOCKPILED ON SAE OV OCTOBER 1 AT CON16MOV LOCATIONS TO FACILITATE RAPID CONSTRUCAON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3 DEVICES -HEWN ON PLANS SHALL NOT BE MOVED OR MODW7FLD N IHOUT 7NE APPROVAL OF THE N06SER LNG INSPECTOR. 4 771E CONTRACTOR SHALL RESTORE ALL ERO-ON CONTROL DfDTCES 70 MING ORDER 70 DIE SAT15'ACDON OF THE CITY ENGINEER AFTER EACH RUN -OFF PROOLou rG, RAir'FAu". 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONIROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 70 AN INCOMPtEIT Q?ADING OPERA77ON OR UNFORE SSIV CiRw1MSIANO1E5S ANION MAY ARISE. 6. THE CONTRACTOR SHALL DE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC IRESPASS ONTO AREAS THAT ARE U"I OR ARE PO7EN17ALLY UNSAFE. 7 ALL EROSION COVYl MEASURES PROVIDED PER IHE APPROVED GRADING PLAN SHALL BE 1NCORPORAMD HEREON. 8 GRADED AREAS AROUND IRE PROLFCT PERIMETER MUST 011 AWAY FROM THE FACE OF SLOPE AT THE COLNCLUSON OR EACH WORK DAY. 9. ALL REMOVABLE PROTECVf DEWCES SHOWN SHALL BE IN PLACE AT THE END. OF EACH WORKING DAY NNIN THE RVE (5) BAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%).. SILT AND ODER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATERPOLLUWNCONTROL POSTCONSTRUCTIONBMPIIMPNOIES L FOR STORM WATER POLLUTION CONTROL PGURPM ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO CRASS AND LANDSCAPE AREAS PRIOR TO COLLFCP,ON AND DISCHARGE ONTO 7XE STREET AND �OR INTO THE PUBLIC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WAIER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3 ALL IMPERVIOUS AREAS All INE 9ie SHALL DRAIN TO APPROVED BMPIIMP FACIUIRES ANDIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM 7HE SITE ALL MAERWOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP%MP FACILITY AND /OR THE 7URFItAN9SCAPED AREAS 4 NO DRAINS -WALL BE INSTALED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMIPERWC#;IS AREA UNLESS THE FLOW FROM IHE DRAIN DISCHARGES TO AN ADEQUATE IMPABMP. 5 DRIVEWAYS SHALL HAVE A M/HN I N 26 Cl SLOPE TOWARD 7HE IMPIW AMA OR HAVE ANGRIER APPROVED ORA1N46f SIJICM THAT IS LE._SIGNED TO COLLECT RUNOFF AND OLS(,HARCE IT TO AN ADEQUATE NPIWP.. 6. ALL SIORMWAIER IMPIPUP FACIUDES SHORN HEREON SHALL NOT LIE MOOM OR ALTERED NIHOUT A PERMIT FROM THE CITY. 7. 771E INSTALLA77ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON INS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR IRA A SEPARATE ENGINEERING PERMIT BE OBTAINED 6 ALL EAIS77NG AND PROPOSED Ill ENCLOSURES SHALL BE Rill TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACRLf REQUREMENIS THE TRASH ENCLOSURES WAU HAVE AN IMPERVIOUS NON- CWS71BLE ROOF THAT Witt NOT ALLOW RAIN WATER TO Fly YE ENCLOSURE , wF E "1,^.,IO,FIh,', °,E �,"'ti'. B£ LQCKABLE AND LOCKED WHEH'J NOT ,I,:I USE. A u°uC°utH w'HA," °AE GIST "„' i AT AIL u,tu, , OPENINGS TO HOLD IN ANY LINDS THAT ESCAPE FROM THE DUMPSi AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE IRA91 ENCYDSUFF AREA RIE BERM CAN BE CONSTRUCTED WIDE AND FLAT 70 ALLOW ROLLING OF THE DUMPSIER IN AND OUT THE EiNN:LO "SUY2L SHALL 8E SELF wNTAll Ui MAY HAVE A DRAIL 771AT DISCHARGES RdROM AN ADEQUATELY 9LU O'LJ it SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO TIE PUBLIC SANITARY SEW SYSTEM, NOT 70 PLANTERS OR THE STORM DRAIN SYSTEM A SEPARATE BUILDING PERMIT MAY BE REOURED FOR THIS SYR-dCII SAN DIEGUITO WAM"t DISTRICT NOTES: L WATER MAINS, LATERALS AND APPURTENANCES SHALL LE CONSTRUCTED ACCORDING TO 771E STANDARD 9PECIFICA77ONS OF THE CURRENT WATER A00ES' STANDARDS COMMITIEE (WASC). 2 REVIEW OF IHLS PLAN BY SAN DIEGITO WATER DISTRICT DOES NOT CCYV5777UIE REPRESENTATION AS TO THE ACCURACY OF, THE LOCARON OF OR THE EXISTENCE OR NON -EXIST NCE OF ANY UNDERGROUND UULff PEPS OR STRUGTURE WITHIN 171E LIMITS OF THIS PROJECT. 3. ALL EXISTING FACLIIES WICH MAY AFFECT FINAL OES% IE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE REED WNIRED. ALL EXISTING OR PROPOSED UTILITY CROSSNG *THIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS OVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OMNER ARE RESPONSIBLE 70 RELOCATE AND /PR AD,NUST 70 GRADE ANY EXISTING WATER FACILITY (TIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC) WHICH IS AFFECTED BY 7HER PROJECT. ALL AFFECTED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS CMWTME (WASC) STANDARDS W FACLLTES 00 NOT MEET STANDARDS THEN INEY SHALL BE UPGRADED TO CURRENT STA, NADA«RDS AT THE ONNERS EYPENSu 5. U71LIHES TO MAINTAIN MINMUM 54OOT SEPARA77ON NO PARALLELING WAFER SERVICES 6 MINIMUM HORIZONTAL SEPARATON OF 104EFT REQUI R€D BETWEEN PRE HYDRANTS AND SAN DIEGO GAS AND ELECIRIC VAULTS 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF TIE PARCEL THEY ARE SERVING. 8. CAUFORNIA STATE LAW ASSEMBLY BILL AB­ 795J IS REQUIRING THAT NO -LEAD BRASS BE USED IN Tlf C4NS7RUCYON OR REPAIR OF ALL POTABLE WATER SnMM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE W771 THIS LAW, THE DSIRICT SHALL REQUIRE ALL MATERIALS n nn�rr ninrr TO BE NO -1fAu �ha� rhnla 9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES -HALL BE PROVIDED WITH CA)HOIC PROMCDON IN ACCORDANCE N771 W-17 U( WG-18 N0. DESCRIP7ON APPROVED DATE BENCHMARK ASII ILTAPPROVALS ENCNTAS CONTROL STAROV I024 PER RECORD OF SURVEY NO. 18416. PUBLIC NXRKS DA If PLANNING £LEMTON• 178543 DATUM.• NAND 88 REWENfR 0 IT - - - TN INT. I DATE STORMWATERPOLLUTTONCONTROL BMPNOTESRELATIVETOCONS7RUCAONACIMTIES CONTRACTOR SHALL ESTABLI -I AND USE AN ADEOUAI&Y SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE SIONWAIFR CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR MALL POST A 90V Df99WA77NO THE WASHOUT LOCA YON CONSTRUCTION SITE ACCESS A STABILIZED CONSALUCTON -IE ACCESS SHALL LE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TR4CK.LNG D RT OFF SI7E THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELSIPLAMS CONSTRUCTION VEHICLES A SPECIRC AREA AWAY FROM GUTIERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSIRUCTION WHICLFS PART MG_ VEHICLE REFUELING, AND ROUTNE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE EROSION CONTROL fROSIOY CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONIROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED FI86P, MATRIX DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND IEMPLTRARY EROSION CONTROL MEASURES. REMOVE ENS77NG VEGETATON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROAFCTS SHALL BE CONDUCTED LN PHASES TO AVOID UNN£(IESSARY REMOVAL OF THE NATURAL GROUND COVER DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECRl LRO20N. TEMPORARY VECETA7TGIN MUST BE PLANTED ON SCORES OR WHERE CONS7RUC77ON IS NOT IMMEDIATELY PLANNED FOR EROSON CONTROL PURPOSES EROSION %C BE PREVENTED BY PLANTING FAST- GROiWNG ANNUAL AND PERENNIAL GRASScS Tu" SHIELD AND BIND THE SOIL PLANT PERMANENT W&FIAUGN AS SOON AS POSW,, ONCE EXCAVATION AND GRADING ACPW17€S ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL LTE MlN1Mll ON-81 ECONSTRUCITONMATERMIL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS NHERE IHEY KL STAY DRY OUT OF IHE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED GN- -SITE HAWNATE OR REDUCE POLLUTION OF SITOl MR FROM STOO(PLLES KEPT ON-- -7E. STOC(PII.ES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWAIER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PR07ECU WITH SOIL STABILIZATION MEASURES AND PROM WITH A TEMPORARY SEDIMENT BABBLER AROUND THE PER1ML7ER AT ALL TIMES ]RAINING CONTRACTORS' EMPLOYEES WIHO PERFORM CONSIRUCTION IN THE CITY OF ENCIAITAS SHALL PR TRAINED TO DE FAW IAR WITH THE CITY OF ENCINITAS STO?MWAER POLLUTION CONTROL REOUIREMENTS THESE BMP NOTES SHALL BE .AVAILABLE TO EVERYOLNE #IRKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWAll REQUIREMENTS AND THEIR 00 RESPONSIBILITIES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSNG OF ALL WASTE AND UNUSED CONSIRUCIKN MAIEIRIALS DUMPING OF UYl R WASit PRODUCTS ON THE GROIN, Mill WAlcrc CAN CARRY IHEM INTO THE CONVEYANCE S6WM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL OR PLACED AROUND ALL DUMPSTERS TO DIVERT 7HE NAIURAL STORM RUNOFF. DUMPSITES SHALL DE CHECGED FREOUEINILY FOR LEAKS DUMPS M. LIDS 91ALL REMAIN CLOSED AT ALL TMES DUMPSMIN WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAW CONTACT WITH ANY TRA91 MATERIAL MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE fZUM BROKEN ASPHALT AND CONCRETE, NOW,, AND CLEARED VfGETA7/ON CAN DE RECYCLED NON- RECYCLARE MATERIALS MUST BE TAKEN TO AN APPROPMAIE LANORLL OR DISPOSED OF AS HAZARDOUS WASTE FOR "CFOP114110N ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H0?i;:E T" II FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EOCO AT (760) 436 -4151. POLLUTANTS SHALL BE KfPT OFr EXPO'O SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE Sic. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CiECCED FREOVENMY FOR LEAKS CONIRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TO'LE15 AWAY FROM STORNWAIN #Wf IN ON PERWOLS SURFACES ALL CONSIRUCTION DEBRIS SHALL BE KEPT AWAY FROM IRE STREET, GUTTER, AND STORMLRNN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MA IER'AL THAT MAY HAVE TRAVELED AWAY FROM CONS IRUCTON SI IE FOR MORE INFORMATION ON ST5R,MW47ER POLLUTION CONTROL MEASURES AND REDDIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. L THE EXISTENCE A'1D LORARCN OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON IHESf PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISING UILIRES EXCEPT AS SHOWN ON THESE PLANS HOWEIER.• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU770MARY MEASURES 70 PROTECT ANY EXISTING URVIES OR SINUCiLl L.GKAIED AT THE WORK SIic IT IS IRE CONTRACTORS RESPON981ilIY TO CONTACT THE FOLLOWING OWNERS OF SAGO" UTILITIES OR STRUCII PRIOR TO ANY EXCAVATION, FOR VERFICALON AND LOCAT(N OF UIILI77ES AND NOTIRCARON OF COMMENCEMENT OF WORK• A. SEMERS - CARDIFF SANITATION DISTRICT - (160) - 633 -2700 BT GAS & LLECIRIC - MCI - (760) 438 -6200 C. WATER - SAN D011170 WATER DISTRICT - 1 -800 - 227 -2600 A TELEPHONE SBC BELL - (760) 489 -3411 E CABLE TV - COX CCMiiWCAPONS - (760) 806-9809 X2233 2 CONTRACTOR SHALL NOTFY THE CITY ENGINEER'S OFRLf 48 HOURS PRIOR TO BEGINNING ANY WIRK ON INS PROECT. PHONE (760) 633 - 2170.. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR IN9'ECTLON. PHONE (760) 633 -2770. ALL WORK PERFORMED NMOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO RE"ECRON AND REMOVAL. IMPERVTOUS AREA Stil RY IMPERVIOUS AREA PRl 70 CONSTRUCTION- 4,011 SF` IMPERVIOUS AREA AF,uR CBNSIRUCIl .T 19D ,m IMPERVIOUS AREA DECREASED. 82197 IMPERVIOUS AREA FEW AND REMOVED AND REPLACE • 3,190 SF STORM WATER STAMMENT THE 004 IRA DOW BASINS HAVE BEDV RZED USING THE SOW FACTOR OF 4% 0' THE NEW AND REMOVED AND REPLACED IMPERVIOUS AREA. 3,190 SF X 0.04= 128 SF REQUIRED. 140 SF PROVIDED. OWNER 1334 a"NVESTMENTS LLC 112 15TH STREET P88. BE MAR, CA 91014 STIEADDRESS 2334 NEWCASTLE AVENUE CARDIFF CA 92007 ASSESSORS PARCEL NO. 261- 052 -19 DATEOFSURVEY FEBRUARY 19, 2016 LEGAL DESCRIPTION LOT 12 AND i3 OF BLOCK 17 OF CAW IN THE CITY OF ENCNTAS COUNTY OF SAN D7£G0 STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 129$ FILED IN THE OFFICE lIF THE COUNTY RECORDER OR SAN DIEGO COUNTY NOIEMBER 14, 1910. LEGEND PROPERTY BOUNDARY PROPERTY LINEIR16HT OF WAY SET BACK LINE EXISTING CONTOUR ENS7NG ELEVATION NEW CONTOUR NEW ELEVATION DRAINAGE SWALF DIRECTION OF FLOW CON ;BETE PAVEMENT CONCRETE MASONRY RETANNG WALL LNG RETAINING WALL PER ARCH17ECTS PLAN MERSCER77FICATE AC PAVEMENT I (ME) HEREBY CERTIFY IHAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEf11 OR 90-RL IRA 7101V BASIN WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON TIE PRIVATE CATCH BASIN COMPACTION AND STABILITY OF THE SITE PRIVATE GRAVITY STORM DRAIN PIPE I All HEREBY AGREE TO BNDF ffn DEFEND, AND HOLD CITY AND CITY$ OFFICERS rYRtVAIF ORA Will at L'i' OFFICIALS EMPLOYEES AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITES CLAIMS, DEMANDS CAUSES OF ACTIONS LOSSES, DAMAGES AND COSTS, PRESSURE PIPE INCLUDING ALL COSTS OR DEFEND 1HEREOr ARISING OUT ON OR. IN ANY MANNF_F. PRIVA7E SUBORAIN PIPE CONNECTED D1R£CTYOR 1AOI CTY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS EMPLOYEES, CONTRACTORS, SUBCONIRACTORS OFFICIALS OFFICERS OR POINT OF CONNECTION REPRESENTATIVES FOR ANY AND ALL WORK OR CONSNUCINY, COVE IN IHE PERMIT OR CONNECTED DiRECRY OR INDIR£CIZY TO THE PERMIT OR APPROVED PLANS WTHIN 171E PRIVATE PROPER PUBLIC EASSMENIS 579VATURE• DATE: Iltlrfi I ttcoms op Bill of t N6WcRsT%l 1i Li STAT EMENT OF ENGINEER OF WORK THE UNDER96NED ENGINEER AGREES THAT INE #WK PERFORMED BY 771E ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES CF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES 7HAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH YC RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT 7HAT THE ENGINEER CONTROLS 510 PERFORMANCE THE ENGINEER AGREES 7HAT ANY PLANCHELK OR ill PERFORMED BY THE CITY OF FiVaNITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR 7HE PLANS PREPARED BY 771E ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OR THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 7HEl THE ENGINEER AGREES TO INDEMNFY AND HOLD HARMLESS THE CITY OR ENCINITAS AND ITS OFf10EIRS AGEIVIS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INVIURY ` ARISING SOLELY FROM IRE NEGLIGENT ACTS ERRORS DR NS9DNS OF 7HE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC71NG NIHN RE COURSE A /ND SCOPE OF' SUCH AGENCY AND EMPLOYMENT AND ARISING CUT OF THE 1W.lRK PERFORMED BY THE ENGINEER. SIGNATURE: !/ r �-� -- CA 1- WA(aWT L SAMPO COMPANY SAMPO ENGINLFRINQ INC ADDRESS, • 171 SAXONY ROAD, SIE 213 ENCINITAS CA. 92024 PHONE NUMBER. (760) 436 -0660 RCE EXPIRES 6130119 SOILS ENGINEERS C E R fl FI C O IF SYMBOL ®'----UL X 82.43 53.30 -2183 83.30 4 CHRIS E LkILBA K A REGISTERED CIN.L DMONFFR IN THE STATE OF PAI''.HIA, PRINCIPALL Y DONNE BUSYNESS IN THE FELD OF opaoFESS/ N APPLIED SOIL MECHANICS HEREBY STATE THAT IT 1S OUR PROFESSIONAL ONION THAT A SAMPLING AND STUDY OF THE SOIL CGNDII �e� S'dw and ` 6< PREVALENT WITNN S SITE AS M OR UNDER MY DIRECTION ON MAY 1, 2018 ONE COMPLETE COPY OF THE SOILS TIE COMPILED FR ANDY, 17,70K HAS BEEN SUBMITIED 70 THE OFFICE OF THE CITY ENGINEI]R RURTHEIjRMlR HAVE REVI l SAN IT IS OUR PROFESSIONAL OPINION 771A THE RECOMM£NDATIOLNS INCLUDED IN IRE S No 3soo� REPORT FOR I `r ! ATO IN IWE GRADING PLANS AND SC E HCATONS Exp- sr SIGNED: VIL D' 35007 �TF OF CAL1Fo JOB NUMBER: 3543 -ED GEOFEX, INC. 71O E PAP,K,u„> � AVE SUITE 105 CORONA, CA 92879 EARIIiWORKDATA MAXIMUM VERTICAL DEPTH OF CUT = 14 FEET MAXIMUM VERTCAL DEP7H OF FILL = 2 FEET CUT = 1,354 CY FILL = 60 CY EXPOR 1,290 CY REMEDIAL = 419 CY (30' REMOVAL AND RECOMPACIAW UNDERR, AND 5' OUT -DE OF BUILDING AREAS) 01ST URBARCEAREA 715E SF � No. AA4 7z O1� r., -1 06 -30 -19 �t BMPMECT STATUS ' STANDARD FIELD OPERA TONS j PLANNINGDIVIS/ON = PARKSANDRECREAT/ON ( SAN D /EGU/TOWA TER DISTRICT i ENCINITAS FIRE DEPARTMENT PREPARED UNDER SUPERVISION OF f0 •Z`(-lb ( IZ i� ►� �0- 22-IS�' ���� 10.22 /8 DALE i Slrw DA I SIGN HALE I SIGN JADE DATE : ( I R.C.E. N0.: 44173 EXP. 6130119 j I DMSIONAPPROVALS CITYOFENCI TAS- DENEIL0PMENTSERV/CES DEPARTMENT GRADING PLAN FOR., 23UNEWCASTLEAVENUE TWINHOMES APN.2a1 -OW -19 PLANNING CASE NO.- 18 -045 (4 DRAW/NGNO. MOM SHEET IOF4 d QZ n t THE EXISRNG TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY PASCO LAR£T SUILR & ASSOC DATED 2 -19 -16 2 A PRELIMINARY 17RE REPORT PREPARED BY RRST AMERI��qq RILE COMPANY DATED OCtO&W 31, 2017 AS ORDER N0. LGL- 5576250 AND RENEWED FOR EXTSDNO ON -SITE EASEMENTS SAID TITLE RDIORT REVEALED NO EXISTING EASEMENTS J. EXISTING AND W"` v ^vr`nn'EADJTILITY SERVCE ONES TO THE PROPERTY -WALL BE INSTALLED UNDERGROUND. COORDINATION WITH SOCCr£ SHALL BE DONE BY OVER OR ARCHITECT 4. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A ICENSEO LAND SURVEYOR, AND A CwD1.rD RECORD SHALL BE BLED WITH THE COUNTY PRIOR, TO RELEASE OF OCCUPANCY. 5. ALL STREET SIGNS LIGHTS LAMPS UTILITIES ETC. LOCATED WITHIN THE PUBLIC RIGHT- OF-WAY SHALL BE PROTECTED 8d -P%e c DL)b& CONSTRU0& OR REPLACED TO SATISFACTION OF THE CITY ENGINEER �NLiP�T�APPROP��TE ADD1DIlCNdAL LOCATlOC4V�AS TI BE PLAINLY ��ANDN�GtBLF EROkI I1Hf STREET OR ROADWAY FRONTING THE PROPERTY FROM EITHER DIREC77ON OF APPROACH. 8 THE DEVELOPER SHALL INSTALL THE WATER SYSTEM ACCORDING 70 WATER AGENCIE.G (WAS) STANDARDS. �D� C SR A W �A�DNM� R UN( 1D IDCB NT A ¢ t)f VEHICLES IN ACCOROANCF WQTH THE CALIFORNIA FIRE CODE AND THE P01VITA_S FRF DFPARTMFNT 1D THE PRIVATE SEWER PUMPS SH411 BE LOCATED ON PRIVATT PROPERTY AND SHALL I RAt9TY DRAIN It RETAINNG WALLS SHOULD BE PROWD£D W9TH ADEQUATE PIPE AND GRAVEL BACK DRAIN SYSTEM TO HELP PREVENT BUILDUP OF HYDROSTATIC PRESSURE. AGIODRA)NS SHOULD CONSIST OF A 4 -)NCH DIA, MINIMUM COLLECTOR PIPE ( NER FOOT OF j45t CR 1 NCH GL ANECR EDP PPROWD fM{INIMVUgM�NDE 1� CUBIC E ©DDT�LPETT�7R �AgRL /;�AFI 14ON OR AN APPROVED Ea#VALENT) REFER TD SOK REPORT FDa ADDITIONAL REClAIMENDAONS IN 12 STORM DRAIN PIPES SHALL NOT BE CONNECIED TO SUB DRAIN PIPES f �AWRINGVGONTTRUC � MAY VARY BASED ON SOIL ENGINEER 14. ALL IMPROVEMENTS IN THE PUBIC RIGHT- OF- WAYNOT BUILT TO SAN DIEGO REGIONAL STANDARD DRAW4NGS SHALL BE PRIVAInY MAINTAMD. 15. BMPS SHALL BE PNVAIELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR RfMOWO NIHOUT A PERMIT FROM THE CITY. l6. CRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MOONED N7HOUT A PERMT FORM THE CITY. I7. EXTERIOR CONCRETE FLATRORK SHALL CONSIST OF A MNMUM OF 4 -INCH THICK CONCRETE WITH REINFORCEMENT AS RECOMMENDED BY THE PROXCT SIRUCNRAL ENGINEER CONTROL JOINTS PER STRUCIURAL ENGINEER. REFER" TO SOIL REPORT FOR ADOIIIANAL RECOMI( "NDAPONS R/W *CONS1RUCTIMPERME48LELINERIN BAS MSA' P'!Mf 6L! E,MOBYSOIL ENGINEER 2" �►' 14.3' ALLEY 771 �± ' GNU WALL PER SDRSD C -4, K \, PCC ALLEY I PER SORSD G -211 ,,e ' 6" THICk LAYER::�� i L.�C.I�MEA� BBL OF 314' GWAUEL. 4 „DIA FER€BRAT€D LPERFORA TED PIPE AT PLC SUB - DRAIN) B BOTTOM M ENGINEER t J5) PIPE IE 73.54 RECOMMENUA BONS. 2% SEWER CMU WALL PER SDRSD C -4. r PRIVATE 12'X12' CATL71 BASIN PRIVATE 6" .SOT lD WALL STORM DRAIN PIPE E COBBLES FAR SSIPAAON . RNGINEERED SOIL *SEE NOTE BELOW J,WhR COURSE -2" THICK OF i' TO is ND. 8 AGGREGATE BID - FILTRATION BASIN NIS , •ENONEEW SOIL LAYER SHALL BE MINMI N 12' DELP'SAN1Y LOAM SOIL MX WITH NO MORE IRAN 5X CLAY CONTENT. THE MIX SHALL CCNTAW 50-60X SAND, 20 -30X COMDOST OR HARDWOOD MULCH AND 29-302T TOPSOIL TYE FFFECRVE AREA OF THE MW SHALL BE LEVEL. NEWCASTLE I3 Ys MN ."4'^ 1 s -. 6 l�U90 A VE 24' MIN. 70 EDGE LE PAVEMENT -MNG COURSE - 2' THICK OF TO 3/8' (NA 8) ACGREGAIE 318' tTO 1C%2' (N0. TMW OF LRJUSHEO ROCK IUD fILLER - lf8' 70 318' (NO. 8) AtAM(YAtt AV MINUS 1 20' 1.0' fz � 1 1 LINE REMOVE A' REPLACE AC PAVEMENT GRIND 18' FROM SAWCUT TO DEPTH OF 1.5' THEN SEAL AND vO rt AY 70 MATCH s = Jl fa EXISRNG AC 0 0p a j.. - 16" MIN PROTEC71T & LEASE PROTECT M1 PLACE AC PAVEMENT 1 ?�M�U 2TKEYIN4 -90R' COMPACTED SUBGRADE PAVER DETAIL WITH CONCRETE EDGES CONARACTAR TO PROR 70 CANSP DA)YlGIr'T LINE IE LA CAIIIRAC PRIOR TO f R/W DRI VEWA Y PROFILE SWX F C *G0X97 RUCT 1AfV NEABLELINER IVV B A S I N S A S R EC O M M E N D B Y S O I E ENGINEER 1 2" CMU WALL PER D I CMU WALL PER SDRSD C -4.1 1 /crsn C -ld *SEE NOTE BELOW CHOKER( COURSE -2" THICK OF s" THICK LAYER i" TO CM NO.8 AGGWGAic OF 3/4' GAVEL. IMPERMEABLE LINER LOW PERFORATED PIPE AT 4" NA PERFOTRATED PYC 6„ MIN. BOTTOM GRAVEL LAYER SUB -DRAIN (SDR -35) PIPE PER SOIL ENGINEER RECOMMENDAT7 S B10-FIE TRA TION BASIN NTS � 'ENGINEERED SOIL LAYER SHALL BE MNMUM 12' DEEPSANDY LOAM SOIL MIX INTH NO MORE THAN 5% aAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-JOX CANPOST OR HARDWOOD MULCH, AND 20-3D% TOPSOIL. V1XO FILL,' - L /B' TO 318' (ND 8) AGGREGATE IN YOXDS BEDDING COURSE - 2' IHICK OF } /A" TD 7 /R" Ow. R1 Ikd GA 1t CHOXOERrn�IlrSE - 4' 1HI[Yr � „ 313' 10J SHt ©D � R57 4„ w 6' Ri1CK OF 3 /4" CRUSHED Rb(N( - SUL SUBGRAOE� *yi> ,,:i;11 9100 I mW4444 KEY NOTES DEMOLISH/PROTECT 1111- PLACE0 I. DEMOLISH EXISTING WOOD FENCE 2 DEMOLISH EXISDNG BUILDING J. DEMOUSH EXISTING OECK/PATO 4. aMCYISH EXISTING SIDEWALK 5 DEMOLISH FYNTWG WALL 6. DEMOLISH EXISTING STEPS 7 DEMOLISH EXISTING SHED 8. DEMOLISH EXISTING CATCH BASIN 9. ffikaiSH EXISRNG PALM TREE 10. DEMOLISH EXISDNG CRY NEW Y 11. PROTECT AC PAWMENT LN -PLACE 12 PROTECT 8" .SEWER MAIN IN -PLACE i3. PROTECT 6" AC WATER MAIN IN -PLACE 14, PROTECT 8" AC WR IER MAIN iN -PLACE 15. PROTECT D66IING SURVEY MONUMENT IN -PLACE 16. REMOVE EXISDNG GAS MEIER AND REUSE FOR NEW RESIDENCE lF FEASIBLE 17 REMOVE EXISRNG ELECTRICAL METER AND REUSE FOR NEW RESIDENCE IF FEASIBLE 18. PROTECT WALL IN -PLACE 19 PROTECT IRE£ IN -PLACE 2V gr' Wn,L i, .N ,,NICE MAID WATER METER TD BE IID�ADED FAD rl° SDDAMED SEE NOTE UNDER VTVRES NEW IMPROVEMENTS El 1. NEW RESIDENCE PER ARCHITECTS PLAN 2 NEW GARAGE PER ARCHITECTS PLAN J. PERMEABLE PAVER DRIVEWAY BY UNI -ECO STONE OR APPROVED EQUAL PER DETAIL 4. CONCRETE SURFACE PER CONSIRUC17ONJ NOTE N0. 18 5 CONCRETE STAIRS PER SORSD M -26 6. CaVOYETE MASONRY RETAMNNG WALL PER SDRSLl C -L SEE SHEET 4 FOR SHORING 7. 51,' PCC CONCRETE OVER 6" OF GLASS it BASE ALLEY PER SDRSD 6-21 8 CONCREL MASONRY RETNNNG WALL PER SDRSO C -J SE£ SHEET 4 FOR SHORING 9 PERMEABLE PAVER PARKING AREA BY UN -ECQ STAN£ OR APPROVED EQUAL PER DETAIL "B" 10 6" MOO BY 16" OLLP PCC FLUSH CURB PER DETAIL 'B" I. ROLI NG TRASH CAN AREA 12. HVAC CONCRETE PAID PER CONSNUCON NOTE NO 18 13 36" WOOD FENCE PER ARCHITECTS PLAN 14. AC PAVEMENT STREET NVE7UNG (MIN 4" AC OVER 6" CLASS If BASE COURSE) 15. CONCRETE MASONRY RETAINNG WALL PER SDRSD C -4. 16 REPLACEMENT CITY STREET TREES NTH 15 GALLON SID LARGfRSTROEMIA NOICA 'TUSCARORA' TREE PER LMXAPE ARGILITECIIS PLANS 17. 18" MOE X 6" NON WEIR CUT OUT OF TOP CIE WALL FOR DRAINAGE STORM DRAIN )WATER QUALITY 0 L PRIVATE 12" X 12" CATCH BASIN BY AIDS' OR APPROWD EOLIAL 2 PRIVATE 4" DIA. CATCH BASIN BY NOV OR APPROVED EQUAL J 4" 91A. PERFORAIID PVC SUB -DRAIN (SDR -35) PIPE M MJN. 19 SLOPE 4. PRIVATE 6" PVC STORM DRAIN PIPE PER (SINE -35) PIPE M MIN 1% SLOPE 5 STORY DRAM+ SUMP PUMP. SUMP PUMP DESIGN BY DRIERS 6. PRIVATE PVC STORM DP..ALN REMARE PIPE (SCH -40) 512E BY OTHERS 7 2'X2' COONCR£TE CLEANOUT PRESSURE TO GRAVITY STORM DRAIN NTH REMOVABLE SOLID COVER 8 12 "X12" OVERFLOW CATCH BA51N BY NOS OR APPROVED EQUAL 9, 70 SF 810 - FILTRATION BASIN PER DETAIL "A' AND 'D" 10. PRIVATE 4" .DVL' STORM DRAIN PIPE ,D'ER (mR- �) ARE M MIN 1X SLOPE 11. 70 SF 810- RLNAIDV BASIN WITH IMPERMEABLE LINER AT THE BOTTOM BASIN IWTH 4" PERFORAI£D STORM DRAIN PIPE SIMILAR TO DETAIL 'A" 12 24" SQUARE COBBLE ENERGY DISSPA TOR UTILITIES 1. SEWER SUMP PUMP. SUMP PUMP DESIGN BY OTHERS TRAFFIC RATED LID. 2 2X2' CONCRETE CYEANOUT PRESSURE TO GRAVTY SENER WITH TRA✓tIC RATED REMOVARff OWD .J 4" DIA GRAVITY SEVER LATERAL PER SDR.SD SS -Ol 4. PRESSURE SEWER SERVICE. (DESIGN BY OTHERS) 5. DISTRICT TO INSTALL 1" CLIPPER WATER SERVICE AND DUAL METER PER C-09 FOR DOMESTIC AND I" FOR FIRE SPRINKLER AT OWNERS EXPENSE 0VCR0A0HMENT MAINiEnANCE Aire Rr"'L. (OVAL A0EEM€NT R€CIXIDED OCTOBER 2 2018 AS DOCUMENT N0. 2018- 0410539. OF OR. 6T6' PCC FLUSH am OR DEEPENED C-1 CURB (RAISEO WHERE OCCURS) -ALL AGGREGATE MUST BE OXEAN ASHED AND FREE OF FINES (SAND SILT ETC) THE PAVERS MALL NOT DT ONLY DIE 'Y FILER HA BEEN AD1fED -EACH COURSE SHALL BE WBRATGRY COMPAC7ED BEFORE PLAC£M£NT OF NEXT COURSE -NO IMPERWOVS LINER OIL ALTER FABRIC i; TO BE USED - SPECYAL APPROVAL REQUIRED FOR USE IN H16HLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED PRIVATE SEWER E,lECTOR PUMP MAINTENANCE I AGREEMENT RECORDED OCTOBER 2. 2018 AS 009410ENT NO 201 &-0410359 OF AR 10 5 0 10 20 SCALE: 1" = 10' NIS Y. WN B C1IEL7OLD BY. w CHANCE NO. DESCRIPTION APPROVED DALE BENCHMARK ASCU /LTAPPROVALS alwatv AU I Au Ks ENGINEERING DMSIONAPPROVALS CITY OFENCIN/ WAS- DEVELOPMEW SERVICES DEPARTMENT DRAWING NO. ENCINITAS CONTROL STATION 1024, PER RECORD INT. DATE PLANS PREPARED UNDER SUPERVISION OF ` GRADING PLAN FINE OF sr>R�Er No. 1B416 RECD ENDED: lLE • ?334NEWCASlLEAVENUE ' v:,) MAP PUNIC WORKS DA E : �% - T�llNl7 ®MES 13s7Yii -ii PLANNING ,/ JE ONfNS . L-.A MMEdL ELEVATION 178543 DRAIN! NAt9 88 GIG .-�� R.G£ N0.: 44173 APN.•?6f-052I9 KNENTL. SAMPO IZ� /B�B 17,119 / Zo /$ 1 Gfil t DATE - _1 j EW. 6 /Jul Iv I DA c �� DAL i PLANING CASE NO, 1B -u"45 DR" �r 1 SHEET 20F4 INSPECTOR ENGINEER OF WORK ci (3 = 0. � p W Q? v � No. 44173 06 -30-19 10 5 0 10 20 = 10' 1° SCAI F- n u ), Y 1EMPA4ARY EOG17Y a Eta DAM PER DETAIL 7 & CASOA DETAIL 9:4 i z- W�WOANA GRAW 1 BAG 2T FENCE CON81RU0001 ENTRANCE D1REC7DN OF ROW NO. I DESCRIPPON I APPROVED I DA 7F WI NC"t BENCHMARK ENCINITAS CONIROL STAnON 1024, PER RECORD OF SURVEY NO. 18416. ELEYAnON.• 17 8.543 DATUM.• NA14I 88 0 AS -BUILT USED AS DESE72N9 BASE DURING CAN57RUC&W 771E 9[T 9YALL BE Cu REI—u'Y F&OWD AND 170E 9OPF ENDON RA.916 CQHPLM OACE FINAL 577E STABILIZADON lS AaffQ, PROP TO =FANCY AAVICR FINAL INT. I DA7E I PLANS PREPARED UNDER SUPERNSION OF D DALE: R.C.E. NO : -44173 SAMPO OF WORK EXP. 61,30119 ENG /NEER iN G D i V/ S I O N. REC ENDED: ONENS DATE 4' PW Fire Fim ORATNAGE DEPENDING ON 17FID CONDIRONS SEE CALIFORNIA STORMWA7ER WAUTY A =A56W (CASOA) STANDARD D ,w ' SE -10 FOR ADD17IONAL INFORMA17ON ' OWN FABRIC GRAWI RAr r; �pICAL INLET PROTECTION F NO SCALE T 12 G 1, SFT POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS Z STAPLE WRE FENCING NOT TO SCALE THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE t-An ATED SOIL r"I r Ir; — �Sr SEE CALIFORNIA STORMWATER QUALITY ASSOCAnON (CASOA) STANDARD DNC. NO. 7C -1 FOR ADDInONAL INFORUA77ON 2 BAGS HIGH (TYR) GREATER n_ THAN 3 "A BUT :�rAt,�n ..._� 6 ;,;AN o —iZ MIN. FX7 R FABRIC EAIS77MG .� W(ADL sECnON A -A 1 NOTE: ADDIM AAAln PUAAI�I17U DIM= i'rP ICAL STABILIZED" CU/Vl) UCTION Eiv TRANCE AKOie: GRADING TNSrECTOR MAY ALLOW COr KbG470 STEEL PANELS ONLY WIHOUT ACCREGAIF 24" WIDE (MIN.) WEIR OPENING FOR ORATNAGE Ot4RROW WHFRF NECESSARY otR���AY SEE CALIFORNIA STORMWAIER QUALITY ASSFK'TARON (CASOA) STANDARD DWG NO. SF -4 FOR AnnInONAL INFORMAnON WOW-11y' FABRIC GRAVEL BAGS STAGGERED (TYP,) TYPICAL VELOCITY CHECK DAY DETAIL C17YOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PLiur7N1NG CASE N0.• 18 -043 OR XwP 2334NEWCASTLEAVENUE TW/NHOMES APM-261-052- 19 i WIDTH AS REQUIRED TO ACCOMODAIE ANnC1PATED TRA +FRC I z �- w C DRAW/NGNO. Z 4z �� 13906 -G W SHEET3OF4