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2016-12941 G (Plans)RIGHTOFWAYN07F OWNER IS 70 OBTAIN A MNSIRUCAON PERMIT FROM NE ENG1NELRWG DEPARTMENT AT LEAST 46 HOURS PRIOR TO WORDING NN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO MILL RESULT IN ISSUANCE OF A SLOP MORK NOTIFY AND DOUBLE PERMr fEES IT IS THE RESPOVSNBLUTY OF THE OWNER 70 KNOW WHERE HIS/HER PROPERTY LINE IS nvAmecrum= NO CONCENTRATED DRAINAGE ROM5 ARE PMMIITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MNMUM OF 5 FEET AT 2 PERCENT AND BE CONM_lE0 TO AN APPROVED DRAINAGE FACILITY. U77LITYNOTE ALL U71LI17ES SERMNG IRIS 517E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL MORK SHALL BE DONE 1N ACCORDANCE MIN THESE PLANS THE STANDARD SPECIFTCAnOIS FOR PUBLIC WORKS CONSTRUCTION INE DESIGN CONSTRUCnOV STANDARDS OF THE CITY OF ENCINITAS AND INE SAN DIEGO AREA REGIONAL STANDARD DRAWNGS ANY CHAgGSS OR RENSIONS INERDWOMG SHALL BE APPROVED BY THE CITY ENGINEER PRIOR 10 ANY REQUEST FOR INSPECTION 2 THE SAES REPORT 771LED 'NEDIMNNARY O£OTECHNICAL INVESTIGATION PROPOSED ADDI NGN AND SITE IMPRMENENIS 810 -812 DEWTT AVENUE ENONIT§ CALIFORNIA PREPARED BY COAST GEOTECNNICAI,_ INC. ME 27, 2016 SHALL BE CONSIDERED AS A PART OF INS GRADING PLAN. ALL GRADI G SHAM BE DONE IN ACCORDANCE MIN THE RE 41 PLAN. AND S` C CATONS CONTAINED IN SAID REPORTS 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSNUC1701V WTHIN PUBLIC RIOT-OF-WA Y OR EASEMDV73 SHALL BE REQUIRED NN CONJUNCTION WN IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY Of F97E GRADING 5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADNG OPERA DONS ANYTHING DAMAGED OR DESIROYED SHALL BE REPLACED OR REPAIRED 10 CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BEND/ MARK WHICH IS DISTURBED OR DESTROYED SHALL BL- RE- ESTABUSHED AND REPLACED BY A REGSI£RED CIVL ENGINEER OR A LILEim LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAfETY DEMCEi INCLUDING SwOR1N AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE` AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULAUs 9 GRADING AND EQUIPMENT OP ERA TG WHIN ONE -HALF (1/2 MILE OF A STRUCTURE fOR HUMAN OCCUPANCY SHALL NOT SE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M AND 7.•30 AM NOR ON IURDAM SUNDAYS AND CITY RECOGNIZED HOUDAYS 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETG HAS BEEN HELD ONSIT NTH THE FOLOWNG PEOPLE PRESENT CNTY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTER INE PRE - CONSTRUCTION MEETING 91A LL BE SCHEDULED NTH INE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSIRUCHON MATERIALS TO ANY PROPOSED CONSNUCRQV SITE WHIN IRIS PRO.ECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM NE CITY FNGNaW FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY !NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS 10 THE HAULING OPERAOSON 11. UPON FINAL CQNPLEDON OF THE MORK UNDER 1HE GRADING PERMIT, BUT PRIOR TD FINAL GRADING APPROVAL AND /OR FINAL RELEASE' OF SEOURI)Y AN 'i1S GRADED CER]1RCATION' SHALL BL PROVIDED STARING "THE GRADING UNDER PDW NQ 12941 -G HASBfEN PERFORMED 1N SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHORN ON THE ATTACHED AS- GRADED PLAN' INS STATEMENT SHALL BE FOLLOWED BY NE DATE AND SIGNATURE OF THE CINL ENONEER NN0 CER71FTES Mal GRADING OPERATION 14. ALL AREAS TO BE FLIED SHALL BE PREPARED 70 BE RILED AND Flu SHALL BE PLACED IN ACCORDANCE INN STANDARD SPEGIRCATION. ALL VEGETABLE MATTER AND OR.ECnONABLE MATERNAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON NNW THE RLL 1S TO BE PLACED. UNSUITABLE SOIL SHOULD BE REMOVED AS RECOMMENDED IN THE SOILS REPORT. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCIHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE NE COTRACTORS RE"SNBILNTY TO PLACE; SPREAD, WATER AND COMPACT THE FILL IN SNWCT ACCORDANCE NTH SIECIRCAWNS 16. ALL TTREE„ BRUSH GRAS AND OTHER ORECAGNABLE MATERIAL SHALL BE COLLECTED, PILED OR ONERINSE DISPOSED OF OF 7HE 571E BY THE CONTRACTOR S`0 AS l0 LEAVE THE AREAS THAT HAVE LIEN GXEARED WIN A NET AND FINISHED AFPEARANCE FREE fRAM UNSIGHRY DEBRIS APPROVAL OF LOCATION OF DEBRIS Flu SHALL BE SECURED FROM THE SOILS LNONEER AND CITY ENGINEER PRIOR 70 THE DISPOSAL OF ANY SUCH MATERIAL ]7. THE REMOVAL OF ANY AND All CITY TREES SHALL SE CONZIRT A LOCATED INNIN CITY STREET RIGHT-OF-WAY AN CITY PROPERTY, OR Wh PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPEW ICALLY APFRO W ROOT SMIEUS SHALL OCgUR W NN THE CITY TREE DRIP LINE AREA OF THE TREE CANOPY P RaiclION ON THE GROUND1 _.iF A CITY TREE IS N PLACE: EVEN F APPROVED IMPROVEMENTS ARE N FUCT WITH A CITY ADDRESS THE TREE REMOVAL N077FIC477ONS L THE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY PIPES AND Sb AVAILABLE RECORDS 10 THE BEST OF OUR KNOREDGE HERE ARE NO ED CONTRACTOR IS REWIRED 10 TAKE DUE PRECAUTKMNARY MEASURES 70 R E CITYS URBAN FOREST MANAGEMENT PROGRAM TREES TY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE 1HERNSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY AREA FROM INE TRUNK OF A IREE TO NE OUTERMOST EDGE OF MN S 6TH THESE PLANS HONFWR�7HE ES OR STRUCTURES LOCA7ED AT THE UINJITES OR STRUCTURES PRIOR TO ANY MIRK: A SEWERS - EN,IWTAS SMITAnON DISIRICT (760)- 633 -2770 D GAS & ELECTRIC - SDGE - (7601-436-620 C. WATER - SAN DIEGUITO WA TER DISNICT- 1- 8010 -227- -2600 D. TELEPHONE - SBC BELL - (760)-489-J411 E. CABLE TV - COX CAMMUNNCATI S- (760)- 806 -9809 X -2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS Offf 48 HOURS PRIOR In BEGINNING ANY MURK ON THIS PRROECT. PHONE (760) -633 -2770. Z 7HE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR /NSPECAUL PHONE (760)- 633 -2770. ALL HOW PERFORMED W R OUT BENEFIT OF INSPECTION MILL BE SUBJECT 70 RE.ECMV AND REMOVAL. EROSION CONTROL L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAMIEN KOVNER AT (619) 339 -7869, 24 HOURS A DAY. 2 EQUIPMENT AND NORKERS FOR EMERGENCY MORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 151 ALL NECESSARY MATERIALS SHALL BE SIOCKRED ON SIZE ON OCTOBER 1 AT CONWV0VT LOCATIONS TO FAC EITAIF RAPID CONSTRICTION lX TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3 DEUCES SHORN ON PLANS SHALL NOT BE NOVED OR MODIRED WIHOVT 7HE APPROVAL OF THE ENGINEERING INSPECTOR. f THE CONTRACTOR SHALL RESTORE ALL LR090V CONTROL DEVCES TO MORKNNG ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA NON OR UNFORESEEN gROUMSTANCES MNCH MAY ARIL 6. THE COVIRACIOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PLRECAU71ONS TO PREVENT PUBLIC TRESPASS OVID AREAS THAT ARE !UNSAFE OR ARE POIENNALLY UNSAFE 7. ALL EROSION CCNNOL MEASURES PROVED PER 7HE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROECT PDW79 MUST DRAIN AWAY FROM NE FACE OF SLOPE AT NE CONCLUSION OF EACH WORK DAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHORN SHALL BE IN PLACE AT THE END OF EACH OWNG DAY NO 771E RW (5) DAY RAIN PROBARLITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL IMLDFIRE SEED MIX /3 OR APPROVED EQUAL L N!S MIXTURE CONTAINS FAST ESTABUSHING ON ROADSIDES GROSS UP TO 16 INCHES NGl SPRING COLOR OICIG ESTABLISHING RESEEDS COLOR AS NELL AS SOL BINDING PROPERTIES 'FOR EROSION CONIRO 4R FOR MINTER AND ADD MINTER AND SPRING 2 RECOMMEN00 SEEDING RAZE fOR THIS MXWR£ IS 10 POUNDS PER ACRE OR 4 OUNCES PER 1,000 SQUARE FEET. 3 FOR NATURAL AREAS WITHOUT IRRIGATION, SEED DURING FALL AND MINTER IN ADVANCE OF RAINS CAN BE ESTABUSHED ANYTIME OF THE )FAR WITH IRRLGABON. REWLIS ARE BEST IF SEED IS COVERED PINY MW OF SOIL SEEDING RATES SHOULD BE INCREASED if SQL COVERAGE IS OfROULT OR AMPOS -ZLE 4. HYKON ROSE CLOVER (NFWW MRRUM) AFRICAN DAISY (DIMORPHO77EC4 AURANTIACA) ARROYO LUPINE (LUPINUS SUCCULENIUSJ CA&ORNNA POPPY (ESCHSCHODA CAUFMCA) %RLEY POPPY (PAPA0 RHCEAS) STORMWATERPOLLU7WNCON7ROL POSTCONS7RUC7WNBMPIMIPNOTES I. FOR STORM WATER POLLUTION CONTRA! PURPOSES; ALL RUNOFF FROM ALL EMPERNOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO CCILEC70 AND DISCHARGE ONTO THE STREET AND /OR INTO NE PULLLC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT W MDlRED WNOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WHIN THE 571E SHALL DRAIN TO APPROVED LIMP P FACTURES AND /OR TO TURF OR LANDSCAPED AREAS !NTH FACILITY WWNDCOW9? PRIOR 70 AWYARGE FROM 1HER/IANDSCAPED AREA NE SIZE ALL IMPER NUS AREAS MUST SCOPE TOWARD THE APPROVED BMP/IMP 4 NO DRAINS SHALL BE INSTALLED MN HARDSCAPPE, BRVEWAM OR ANY OVER IMIPERWOUS AREA UNLESS THE FLOW FROM INE DRAIN DISCIHARGES 70 AN ADEQUATE IMP/17M. 5 DRIVEM'AYS SHAD HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE #JPIWP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM NAT IS DESROYFD TO COLLECT RUNOFF AND D1SChWR6F IT 10 AN ADEQUATE NP IM. 6. ALL STOIRMWATER IMP/$MIP FACIL171ES SHORN HEREON SHALL NOT BE MODIFIED OR ALTERED WNOUT A PERMIT FROM 7HE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERNOUS SURFACES NOT SHOW ON INS PLAN MAY REWIRE NAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINIR/NG PERMIT BE OBTAINED. B ALL EVS71NG AND PROPOSED TRASH ENCLOSURES SHALL BE RTTED TO COMPLY NTH STORM WAIER BEST MANAGEMENT FRAC71 F CONTAINED OR MAY HAVE A !MANN NAT DISCIHARGES THROUGH AN ADEQUATELY SIZED OL GREASE SEPARATOR AND IS THEN fLTERED THROUGH A CITY - APPROVED HYDROCARBON Fitts? AND DISCHARGED INTO THE PUBLIC SANITARY SERER SYSTEM, NOT 70 PLANTERS OR THE START/ !MAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED fOR THIS STRUCTURE. SAN D/EGUITO WATER DISTRICT NOTES.- L WATER MAINS; LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING 70 NE STANDARD SPECIRCAWNS OF THE CURRENT WATER AGENCIES' STANDARDS COW TWEE (WASC). 2 RENEW OF TUTS PLAN BY SAN DIEGOTO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS 10 NE ACCURACY O; THE LOCATION OF OR THE EXI57BU OR NON- DOS78iCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE W NIN THE LIMITS OF DRIS PROJECT 3 ALL LXSTO FACIUn£S,MHICH MAY AFFECT f7NA1 DESIGN, LE. LINE OROSSINf� LINE PARNIMNG OR PROPOSED CONNECTION SHALL BE RELD VfRIFl @. ALL Eff G OR PROPOSED UTILITY CROSSING W WIN 10 FEET RGX� PROPOSED NAM R MAINS SHALL BE SHORN AN IMPROVEMENT PLANS QECIRCAL AND SERER 70 CROSS UNDER WATER MATHS UNLESS GIVEN NRTTEN PERMISSION BY SAN OEGOTO WATER DISTRICT. 4. CONTRACTOR AND ONNER ARE RESPONSIBLE TO RELOCAI F AND /OR AA,UST TO GRACE ANY E1O NG WATER FACILITY (RRE HYDRANT, ME7ERS VALVES, VALVE BOAE� ETC ) WHICH IS AFFEC70 BY HEIR PROJECT ALL AffECTED WATER FACILIRES MUST MEET CURRENT WATER AGENCIES' STANDARDS O WT IEE (W SC) STANDARDS F FACYUTIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE ONNERS EXPENSE. 5 UnUnES RD MAINTAIN MN/MM 5-FOOT SEPARATION *IN PARALLELING WATER SERVICES 6. MINNUM HORIZONTAL SEPARA70 OF 10 -FEET REWIRED BE7MERV RRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAUL 1S 7. ALL WRITER SERVICES 10 BE CONSTRUCTED CLEAR OF BMW A6 AND ALL OTHER NAE D WAYS WATER METERS MUST BE IN FRONT OF IHE PARCEL THEY ARE SERVING 8 CALIFORNIA STAIR LAW AS3E&Y BILL AB -1953 IS REWIRING NAT NO -LEAD BRASS BE USED IN THE CONSIRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM 97CT JANUARY 1, 2010. IN COMPLIANCE WN TITS LAW, THE DISTRICT SHALL REWIRE ALL MATERIALS 70 BE NO -LEAD BRASS PARTS 9 ALL COPPER AMC USED FOR AIR RELEASE$ BLOW OFT$ AND SERVCES SHALL SE PROVDED WN CATHODIC PR07ECWN IN ACCORDANCE WN NC -17 OR W-18. STORMWA77=RPOLLUT7(NNCONTROL BMP NOM RELA77VE70 CONS TRUCTIONAC77VMES CLINCRETEWASHOUT WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STANUAD CONSIRICHON SITE ACCESS SHALL BE PROVDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SHE THIS SHALL INCLUDE USNG MAMMAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGAIED STEEL PANELS/PLA TES CONSTRUCTION PUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESI6VA71D FOR CONSTRUCTION VENCLES PARKING; VEHICLE REFURJNa AND ROUTE EQUIPMENT MAINIENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF --ST7E EROSIONCONTROL EROSION CONTROL MUST BE PROVDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPEGAUY SHALL BE PR07ECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CORD MATS; ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATO AND GRADING ACHNAES ARE ALLONED DURING MET MEANER. DIVERSION DNGES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION -97F CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXNSWG VEG£TANON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROECTS SHALL BE CONDUCTED MN PHASES 70 AVOD UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNEC£SSARTLY,• THEY HELP DECREASE EROSION TEMPORARY W&FTATON MUST BE PLANTED ON SLOPES OR W RE CONS7RUCRON IS NOT IMIIEWAIELY PLANNED FOR EROSION CONTRA' PURPOSES EROSION SHALL BE PREWNIED BY PLANTING FAST- GROWNG ANNUAL AND PERENNIAL ORASSES 10 SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGFTAnQN AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACNIMES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. TRiOING CONTRACTORS' EMPLOYEES IWO PERFORM CONSTRUCTION IN THE CITY OF ENONIMS SHALL BE TRAINED TO BE FMIUAR NTH THE CITY OF ENCINITAS STOZMWATER POLLUTION CONTROL REQUIREMENTS THESE BLNP N07ES SHALL BE AVAILABLE 70 EVERYONE HURLING ON SITE THE PROPERTY ONNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OMN RESPONDIBIJnES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS 57RICRY PORTED. INES OUMPSIERS WffWf LIlD5 SHALL BE PLACED WINK STRUCURES INN IMPERMOUS ROOFING OR COVERED THIN TARPS IN ORDER 10 AVOID RAIN CONTACT INN ANY TRASH MATERIAL MANY CONSTRUCTION MVAIERIALS INCLUDING SOLVENTS; WATER -BASED PAINN VEHICLE RUIDS BROYUV ASPHALT AND CONCRETE WOOD, AND CLEARED VEOETATKJN CAN BE !RECYCLED . NON- RECYCLABLE MATERIALS MUST BE TAKEN 10 AN APPROPRAIF LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MA TERAL, CALL THE HAZARDOUS WASTE HOTLINE TOIL RREE AT (800) 714 -1195 FOR INFORMATION ON LAND17LLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE IRASH CANS AND RECYCLING RECEPTACLES AROUND THE SHE PORTABLE 70105 MUST BE IN GOOD WORKING ORDER AND CHECKED FREDUENRY FOR LEAKS CONTRACTOR 91ALL PROMDE SECONDARY CONTNNMENT AND LOCATE PORTABLE TOILETS AWAY FROM SM W NN INLETS ON PERWOUS SURFACES ALL CONSTRUCTION DEURS SHALL BE KEPT AWAY FROM THE STREET GUTTER AND STORMORA/N. CONTRACTOR MUST ROUTINELY CHEM AND CLEAN UP MATERNAL NAT MAY HAVE TRAVELED AWAY FROM CONS)AICRON klE FOR MORE IWORMMARON ON S70RMWA TER POLLURON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT NE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 03 -2770. NP E R Y M A R E "AA CALCULATIONS GROSS LOT AREA: 4614 SE DOST HPERMOUS AREAS = 4,040 FT PROPOSED IMPERWOUS AREAS = Z775 FT REDUC7ON NPLRMOUS AREAS = 2269 FT CsRAD/NGQUAN7770. MAX NATURAL SLOPE: 371.- 17 MAX CUT DEPTH. .LO FT MAX Flu DEPTH.• 20 FT CUT 71 CY RLL• 45 CY EXPORT 26 CY REMEDIAL = 160 C Y. (35-4' REMOVALS PER SOILS REPORT) owc� DAMEIV KOWD? 810 -812 DEWTT APE. ENCINITAS CA 92024 WE ADDRM 810 -812 DEWT. AVE. ENCINTAS CA 92024 AS2S!5 PAR,L'L Na: 258- 213 -02 LEGAL DFSCR/ 70.- LOT 2 IN BLOCK 8A' OF STURIES & RATTANS SUBM10ON OF EAST BLOCK IN NE CITY OF EMYNITA COUNTY OF SAN OF YO.S���CN THE �� TO P OF SAID SAN DIEGO COUNTY, MARCH 19, 1887. DATE OF SLIRWK JANUARY 23, 2014 AND JANUARY 9, 2015 70 ,75 ,1,11 A ME HEREBY CERTIFY NAT A REGISTERED SOILS MOVE& OR GEOLOGIST HAS BEEN OR MILL BE RETAINED TO Xffl?l SE OVER ALL GRADING ACTIMTY AND ADMSE ON THE COMPACTION AND STABILITY OF THf SITE I (ME) HEREBY AGREE 70 INDEMNIFY DEFEND, AND HOD CITY AND CITYS OFTCERS Off1CIALS EMPLOYEES9 AND A6E1175 HARMLESS FRAM, AND AGAINST ANY AND ALL UABNLIRES CIAIMi DEMANDS CAUSES ACTIONS LOSSES DAMAGES AND COST$ INCLUDING ALL COSTS O DEFENSE THEREOF ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR ONNERS A60VIS EMPLOYEES C0117RAC70R$ SIBC NACTORS OfifICALS OFFKERS; OR REPRESENTATIVES fOR ANY AND ALL MORK OR CONSTRUCTION COVERED IN 71f PERMIT OR CON EC7ED DIRECTLY OR INDMECIIY 70 THE f MIT OR APPROVED PLANS N THIN THE PRIVA7E PROPERTY OR PUBLIC EASEMENTS SIGNATURE.• �O•w. /�✓ V Y--t_ DATE.• to - u • 11- DAMIEN IGOWER S 01 L S EN G I NEE R' S C ER T I FI CA 7 P +<, tWNAYA MIGMNET PE NO.: f8 BLGVED• Vod&ez MARK BUNMEIL OEG NQ: ,1109 W.O.P. NO. P- 660516 COAST GEOIFCIIANICAL INWESTICANOW,, INC 779 ACADEMY DRIVE SOLANA BEACH, CA 92075 (858) 755 -8612 S TA T E ME N T 0 F EN G I NEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT NE WORK i r r x VICINITY MAP NIS .lT I EN0,v:_cHlNn BY THE ENGINEER SHALL COMPLY NTH THE GENERALL Y ACCEPTED STANDARDS ACTING WTH/N THE COURSE AND SCOPE OF SUCH SAMPO ENGNEENINC INC 171 SAXONY ROAD, STE. 213 ENCINITAS CA 92024 (760) 442 -0660 D BY 1 Je/ A ✓}• DATE /0/26& VINCENT L SAMPO RCE 44173 EXPIRES 630 2019 BMPPROVECT STATUS: STANDARD FIELD OPERATIONS PLANNING DIVISION PARKSANDRECREAT /ON SANDIEGUM0WA TER DISTRICT I ENC /N/ TAS FIRE DEPARTMENT to•2Y.h /Q ZG r� 1p -ZS -/7 L�/419�/l 6 2� SI DATE SIGN AIF 90 DATE SIGN DALE GN DA TE SIGNARM£ L7GPMfS INC TEARS FROM DAIS 9GAED CHANENO. sGRlPnAN APPROVED DATE BENCHMARK AS�UILT DE5/GNEDtr: DRAWVer CIHECIGEDeY. ENGINEER/NGDAISIONAPPROVALS C/TYOFENCINITAS- DEVELOPMENTSERI CESDEPARTMENT DRAW/NGNO. DRe DIRE >zs CITY OF ENCINITAS 2' BRASS DISC STATION NAME ANC -32' ` INT. PLANS PREPARED UNDER SUPERWSIOU of RE MENDED: APPROVED: GRADING & EROSION CONTROL PLANS FOR STAMPED 'SD CO. TOP DEPT. F a ON1RC ENC Al '�`� °�� �/` PUBLIC WORKS /t�A - K 'WER RESIDENCE 12941 -G SURV MOTH 1990' N TAP EAST OF CURB OF t4ULCAN AVENUE ENGI E S ME DATE DATE : tl l /M //lam 200 FEE. NARK OF E STREET. SURVEY CONTRA NE7NORK PLANNING '� 2 R L. AlsO*SKV PONT NO. 1032. % ' � R.C.E. N0.: 44173 / fLEYATMOME 92 M' DAIUIt NAVD68 CI GI LEER DATE REVIEWER S A ��VyI rL sAMPD J� 6/30/19 It b l �� / /-� 2oi� 17 -059 &RM toP 810 -812 DEWiTT AVENUE VUpf iENGNEER OF MORK DAIS DAIS CASE NO. 15 -160 V/DR/CDP SHEET iOF3 U Z cc Z o w w Z ti Z z w a 0 24" MIN, GRASS OR TURF LINED ANCHORS T>P OPTION OVER LANDLOK 4" KEY ( )T TURF REINFORCEMENT FOR ANCHOR / \ / WHERE SLOPE EXCEEDS 5X OCCURS) NOTES .- . .., ,.,,.A l ,., ,_. . - L PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2 FOR GRASS OR TURF OPTION, INSTALL LANDLOK NM 450 TURF REINFORCEMENT MAT. VEGETA TED DRAINAGE I ALffY RIV 1 1 STDRS9 C9 O WMALL 1" O CO NR 1 IF 1 FIELD v _ v ' ' : -•�. ->,' -„ -*•• -. s � v! -!• -.vim w GRADE iII III ICIIlf II III (I u 12- MIN. 4" THICK AC _INDICATES PAVEMENT16'CLASS ii 55" THICK PCC 4" THICK AC _ (O RIBBON GUTTER PAVEMENT PER PLAN ENGINEER BY SDI ALLEY AND CONCRETE GUTTER CROSS SEC110N _ KEY MOTES - - PROPERTY LINE100 iT OF WAY EASEMENT LiNEAT BACK LINE OEMgJSll/PROIECT /N- PLAI,L' AEW LIIPROMOIS STORM URAMI/NA]ER QUALITY 0.i DEMOLISH AC PAVEML7VT DRIVEWAY U1 RAILROAD 77E STEPS WIN DECOMPOSED GR'AN17E TREADS AT GRADE © 12" X 12" PRIVATE CATCH BASIN BY SVDS' OR APPROVED EQUAL Q PROTECT AC PAVEMENT IN -PLACE D CONCRETE MASONRY RETAINNG WALL PER SDRSD C -6 PRIVATE 6" STORM DRAIN 6R4If TY PIPE (SOR-35 MIN) AT iX MIN. SLOPE 30. DEMOiSY PRIVATE EUCALYPTUS TREE 3❑ PERMEABLE PAVER PARKING AREA BY UNi -ECO STONE PER DETAIL "C" 12? 13 SF MIN FLOW THROVGYI PLANTER NIH IMPERMEABLE LINER FO4 BMPS DEMOJSHf RETAINING WALL NOT TO BE MOCIM iWTHOVT CITY PERMIT ® 4' DEEP DG PATH OVER COMPACTED NAIIIIE SOIL RIP ENERGY 0.5 DEMOLISH EXISTING STEPS -RAP 0159PA79 PER SDRS94Q TYPE 2 © 4" PCC CONCRETE PATIO OVER COMPACTED NATIVE SOL "A" ® DEMOUSN EXITING CONCRETE WALKWAYAUS ® 6' WIDE X 16' DEEP PCC FLUSH CURB PER DETAIL T" d 24" HIDE DRAINAGE SWAEE PER DETAIL O It 17 SF MiN FLOW THROUGH PLANTER FOR LAMPS NOT 10 HE MO9IF0 N IHOUT 'b" PROTECT EXISTING WALKWAY AND STEPS /N -PLACE TURFBLOCK DRIVEWAY WIN IRA E NM OVER 6` OF J14- GWUSIGED CITY PERMIT PER DETAIL ® DEM011SHi EXISTING WOAD WALKWAY, STEPS AND LANDING ROCK OVER REC OMPACTED NATIVE ME UNLESS 07HERNiSE BY SOIL ENGINEER REFER TO DETAIL 'F' © NOT USED DISTRICT TO UPGRADE 70 1 " COPPER WATER LAffRAL AND Dl/AL ® CONSTRUCT AC PAVEMENT AND BASF (4' AC OVER 6" GLASS If BASE C> 8' DIA ABS STAND PIPE N IH OVERFLOW CATCH BASIN BY ADS OR APPROVED EQUAL 1 f � METER 70 NEW GRADE PER WAS WS-09, WC -17 AT ONNERS EXPENSE CURSE) PER DETAIL 'B" REMOVE AND REPLACE DOS71NG MAIL BOXES OUT OF PANUNG AREA 0.9 4' DIA PERFORATED PVC BIOTIN DRAIN PIPE AT iX MIN SLOPE gas WfAl ® MM STAIRS ABOVE GRADE PER ARCHITECTS PLAN i0. PROTECT EVS77NG FENCE IN -PLACE X MITE X 5' iHICK PCC RMON GLITTER PER DETA2'B' (fj PROTECT EXISTING POWER POLE IN PLACE Q NEW TREE PER ARCLIIIECTS PLAN DEMOIJSH PORTION AC DRIVEWAY CONCRETE )BAST/ ENCLOSURE PER ARCIIIECI'S PLAN PROTECT FOUND 3/' IRON PIPE W IH NAIL IN -PLACE ® CONUff MASONRY RETAINING WALL PER MM C -1 Q PROTECT FOUND •1/' ROV PIPE OPEN /N -PLACE ® µOpp LANDING ABOVE GRADE PER ARCHITECTS PLAN PROTECT LIECTRICAL METER /N- -PLACE ® COAICREIE WALKWAY ® PUDIIC PARKING SIOV PER CONSTRUCTION NOTE 10 © 6' WE X 18' Dff D PCC CUTDfF WALL WIN 4' MINIMUM E 11HEOMENT UNLESS N070 01HERTNSE BY SUL ENGINEER 18 MASONRY FENCE PER COUNTY OF SAN DIEGO DETAIL POS 070' ©9 CONaff MASONRY RETAINING WALL PER SORSO C -4 ® 6' NILE x 24' DEEP (MIN) CONCRETE CUTOFF AND HEADWALL ' r ~ 18" NTS NEW /W �� ce DEW TT AVENUE ° t12.5 L5 X-18 GRIND JOINT t4gp t10' PROTECT EATS 7IN AC PAWMENT _ = _ a W K� � 1 I CMU WATLINR +q2. 2X �-22� 6' `¢' VARIES IN-PLACE 3 z "C�ltS Z��ii C 1*t t'►P 11 1 SDRSD C -4 »;I{ a F 2 1 _ 3 2 ,. EXSITING GRADE I � =�„�►� � iii -iii -iii -� iii i.: �����,���� -PERMEABLE , ,- - _ _P RMf I E ABLE CONCRETE PA PER DETAIL E' AND _ I i jj i i PROPOSED s WIDE fI � I1F 1396 � f -BASE PER SOILS ENGINEER RECOMMENDATIONS BASED `II III,' ' I DN R VALUE TESTS x 16" DEEP PCC 7.0 MIN RUSH CURB TO DAYE16HT SLOPE 4" PEINOMTED PVC SUB DRAIN PIPE %VT 314 GRAVEL ALL MRAF'PLD IV 140 N MRAR GEO ATER PROOF MEMBRANE PER ARCHITECT , INDICATES ELEVATION PER PLAN DEWITT PERMEABLE PAVER CROSS SEC17ON NTS (D 8' DIA ABS STAND PIPE NTH OWERfIOW CATCH BASIN BY NOS OR APPROVED EQUAL WATERPROOF MEMBRANE PER ARCH 17ECT RIP -RAP ENERGY DISS/PATOR PER SDRSO -40 MASONRY fZWCE TRASH ENCLOSURE -� 1- III II 11_Hrn� Ll 4' PVC SOLD WALL PiPE (SDR -35 M11 -TO OUTLET THROUGH PLANTER WALL lfan 119.70 18" MIN. ENGINEERED SOIL *SEE NOTE BELOW COBBLE 1 - K--%Zzz - - 18" 6" DEEP BOTTOM 119.6 SUBDRAIN H 19 SLOPE GRAVEL LAYER PRIVATE 6" DIA STRRM DRAIN PIPE (SOR -35 MIN) lE x 24' DEEP CONCRETE F & HEADWALL B10 -INfIL TRA LION AND PLANTER CROSS SECTION NTS CHANGE NO. DESCRIPROV APPROVED DAZE BENCHMARK CITY OF DMTAS 2' BRASS DISC STATION NAME UC -32' STAMPED SO CO. &W. DEPT. HORZ 0117RL ENC T22 SURV MON 1990' IN TOP EAST OF GINO OF VULCAN AVENUE 200 FEET NORTH OF E STREET SURVEY CONTROL NETWK PONT NO 1032. EIEVARk 92.004' DAM NAND 88 4 _ 0 h 1 ;z 12' WIDE STREET VACATION AND GENERAL UTILITY EASEMENT RESERVED FOR CITY OF MINIMS RECORDED ON JUNE 10, 2014 AS DOC. NO. 2014 - 0239408 OF OR 112.00' 1 = 2 iLV1.00' MAP 331 100.00' 1 (N��'0t'E 99.99ROS i6i73) � % 7 tl +33 +2p 4 v 1 + a 5 _ 2 f i DpS/1YG l 2ND FLOOR f - 140.72 1ST FLOOR fF - 131.72 BASEMENT FF - 123.22 PAD - 1224 �BtA/i8 NAG CONC' PRA 5 6 4 111"d �- �g12T/ � � -136.5 15 V' 14.E 1�9� vuh►ER 2ND FLOOR 44DIK jaKQ.BE� ENTRANCE OEM + • 3 So8'�N s -- - GRAVEL p►oc 5 - - �II 2 Qs ---- -¢ 6 (ite--_¢ A a� 6 ti vim' -, -. :. 8 woOD [S 6 . "�, K 1N 11 E0 (N8320'50 E 100.01' RDS 16113) (100.00' MAP 00' 100.00 112.00' W 1c[ 1gX1� A b W -- 40' D44 1 139 2 1 6 4 74 u l-742563 °q°�'❑ p ❑ �y 000:6❑ A2•tt3i g rFC� .'� ❑ b� o = SAIYOYJT AFB 3 0 ❑ ° °� -�- C 1 NO CRADING-1 '6 X J Syr i3 _ 40❑❑d 24' '136.4 _ r ❑ © ❑fl❑ °` 0 1� o ❑°p° ❑°flu _ 6 C1 0 13 13 0 ZJ ❑ q ) 6 X76' PCC FLUSH CURB OD f7LI£R - 1/8" ENfJGOACIAMENT MAiNTENAN(E AND REMOVAL (N0. 8) OR DEEPENED G -1 CURB AGREEMENT RECORHFH hb1, bSfii 7„1017 TO 3/8 AGGREGATE IN VOIDS APPROVED PERVIOUS AS OOC NO 2017 - Q521 Z12. O' OR. BEDDING COURSE - 2' PAVERS W/ my.. 3/8' VOID YUCK OF1 18' TO 318' (N0. 8) AGGREGATE CHOLER COURSE - 4' THICK O3/8' TO 1/2' 2° (N0. 57) 605HED ROCK 4 MN 6" 7H/t7( CRUSHED ffO 6" SOIL SUBOtADE NOTES - SECTION SHOW PER MANUFACTURE'S MINIMUM REQUIREMENTS. ACTUAL SECTION PER SOIL ENGYNEER -AU AGGREGATE MUST Llf CLAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS -WALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE 14BRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO NPER14OUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUViO? FOR USE IN HIGHIL Y EXPANSIVE SOLOR AS REOUIRED BY SOL ENGINEER - SUBDRAIN MAY BE REQUIRED PAVER DETAIL 417H CONCRETE EDGES n AS-BUILT aY6&u Ur URA V 1 DO i ORB 5 /b l9 /NT. PLANS PREPARED UNDER SUPERNSION OF UrD NA E ATF PUBLIC WORKS Nis - PLANNiN6 ' - -' REVIEWER s z MNCENT [ SAMPO GIN /NCPFI.'TOR H ENONEZR OF NMK PL ALIFY ALLEY DETAIL EN G I NEER I N G D I V I S IO N A P PR 0 VA L S QD �S C 1 6" D£EP LAYER OF 314' CRUSHED ROCK VARIES 122'-24' TURI'BLOCK GRAVEL _6° Nf BY 8" DEEP PCC p'i. CUTOFF EMBEDDED 4" MIN INTO ATIVE SOIL UNLESS D OTHERNiSE BY Sol EN EER DRIVEWAY CROSS ECTIOV EXSTING GARAGE 114 <q,' ij PROPERTY BOUNDARY - - PROPERTY LINE100 iT OF WAY EASEMENT LiNEAT BACK LINE - - - - EXISTING CONTOUR 170 DUSNNG ELEVATION X 170.5, (1705) NEW CONTOUR 170 NEW Elf VA7ON 170.50 NEW EZ£VAROV ABOVE GRADE (170.50] DAYLIGHT LiNE - . -. - MCI / 1 f � ` ' s W y, gas WfAl CHANGE NO. DESCRIPROV APPROVED DAZE BENCHMARK CITY OF DMTAS 2' BRASS DISC STATION NAME UC -32' STAMPED SO CO. &W. DEPT. HORZ 0117RL ENC T22 SURV MON 1990' IN TOP EAST OF GINO OF VULCAN AVENUE 200 FEET NORTH OF E STREET SURVEY CONTROL NETWK PONT NO 1032. EIEVARk 92.004' DAM NAND 88 4 _ 0 h 1 ;z 12' WIDE STREET VACATION AND GENERAL UTILITY EASEMENT RESERVED FOR CITY OF MINIMS RECORDED ON JUNE 10, 2014 AS DOC. NO. 2014 - 0239408 OF OR 112.00' 1 = 2 iLV1.00' MAP 331 100.00' 1 (N��'0t'E 99.99ROS i6i73) � % 7 tl +33 +2p 4 v 1 + a 5 _ 2 f i DpS/1YG l 2ND FLOOR f - 140.72 1ST FLOOR fF - 131.72 BASEMENT FF - 123.22 PAD - 1224 �BtA/i8 NAG CONC' PRA 5 6 4 111"d �- �g12T/ � � -136.5 15 V' 14.E 1�9� vuh►ER 2ND FLOOR 44DIK jaKQ.BE� ENTRANCE OEM + • 3 So8'�N s -- - GRAVEL p►oc 5 - - �II 2 Qs ---- -¢ 6 (ite--_¢ A a� 6 ti vim' -, -. :. 8 woOD [S 6 . "�, K 1N 11 E0 (N8320'50 E 100.01' RDS 16113) (100.00' MAP 00' 100.00 112.00' W 1c[ 1gX1� A b W -- 40' D44 1 139 2 1 6 4 74 u l-742563 °q°�'❑ p ❑ �y 000:6❑ A2•tt3i g rFC� .'� ❑ b� o = SAIYOYJT AFB 3 0 ❑ ° °� -�- C 1 NO CRADING-1 '6 X J Syr i3 _ 40❑❑d 24' '136.4 _ r ❑ © ❑fl❑ °` 0 1� o ❑°p° ❑°flu _ 6 C1 0 13 13 0 ZJ ❑ q ) 6 X76' PCC FLUSH CURB OD f7LI£R - 1/8" ENfJGOACIAMENT MAiNTENAN(E AND REMOVAL (N0. 8) OR DEEPENED G -1 CURB AGREEMENT RECORHFH hb1, bSfii 7„1017 TO 3/8 AGGREGATE IN VOIDS APPROVED PERVIOUS AS OOC NO 2017 - Q521 Z12. O' OR. BEDDING COURSE - 2' PAVERS W/ my.. 3/8' VOID YUCK OF1 18' TO 318' (N0. 8) AGGREGATE CHOLER COURSE - 4' THICK O3/8' TO 1/2' 2° (N0. 57) 605HED ROCK 4 MN 6" 7H/t7( CRUSHED ffO 6" SOIL SUBOtADE NOTES - SECTION SHOW PER MANUFACTURE'S MINIMUM REQUIREMENTS. ACTUAL SECTION PER SOIL ENGYNEER -AU AGGREGATE MUST Llf CLAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS -WALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE 14BRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO NPER14OUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUViO? FOR USE IN HIGHIL Y EXPANSIVE SOLOR AS REOUIRED BY SOL ENGINEER - SUBDRAIN MAY BE REQUIRED PAVER DETAIL 417H CONCRETE EDGES n AS-BUILT aY6&u Ur URA V 1 DO i ORB 5 /b l9 /NT. PLANS PREPARED UNDER SUPERNSION OF UrD NA E ATF PUBLIC WORKS Nis - PLANNiN6 ' - -' REVIEWER s z MNCENT [ SAMPO GIN /NCPFI.'TOR H ENONEZR OF NMK PL ALIFY ALLEY DETAIL EN G I NEER I N G D I V I S IO N A P PR 0 VA L S QD �S C 1 6" D£EP LAYER OF 314' CRUSHED ROCK VARIES 122'-24' TURI'BLOCK GRAVEL _6° Nf BY 8" DEEP PCC p'i. CUTOFF EMBEDDED 4" MIN INTO ATIVE SOIL UNLESS D OTHERNiSE BY Sol EN EER DRIVEWAY CROSS ECTIOV EXSTING GARAGE 114 <q,' ij PROPERTY BOUNDARY - - PROPERTY LINE100 iT OF WAY EASEMENT LiNEAT BACK LINE - - - - EXISTING CONTOUR 170 DUSNNG ELEVATION X 170.5, (1705) NEW CONTOUR 170 NEW Elf VA7ON 170.50 NEW EZ£VAROV ABOVE GRADE (170.50] DAYLIGHT LiNE - . -. - 1 ' 1, 0 11,1 CONCRETE PAVEMENT 1_ - - .1 PERMEABLE PAVERS LLLLLL ASPHALT CONCRETE PAVEMENT BMP IREATMfNT AREA CONCRETE MASONRY RETAINING WALL PLANER WALL PRIVATE GRAMiY S70RM DRAIN PIPE -SD SD PRIVAZE CATCH BASiN - S0-ff--5V- PRiVATE SUB DRAIN ®SUB SUB- I"T I'�Ilf r . i �, . AC. ASPHALT CONCRETE DG DECOMPOSED G,WANITE EP. EDGE PAVEMENT FG RA95H GRADE IE: MItfRSEEZEVABON 7 PORTLAND CEMENT CONCRETE POKER POLE RR.' RAILROAD TG.' TOP OF GRATE TIW TOP OF WALL W. WATER METER CONSTRUCTION NOTES 1. DOSING TOPOGRAPHY MFORAtfl1 BY SAMPO ENGINEERING ON JANUARY 2T 2014 AND JANUARY 9 2015 BEARINGS AND DISTANCES SHOW HEREON 1N PARENiHESHS CALCLULAfED PAR ROS 16173 AND MAP M. DISTANCES SHiOW HEREON NOT IN PARDVIIIESIS ARE R D MEASUREMENTS BE MW FOUND MONUMENTS 2 A PRELIMINARY RiLE REPORT PREPARED BY EQUITY RILE COMPANY DATED DECEMBER 27 2013 AS ORDER N0. SDI351696 WAS REVIM FOR EXISTING EAM07S SAID 7111E REPORT REVEALED NO EXISTING 610075 A STREET VACATION AND EASEMENT RESERVARON RECORDED IN 2014 AND IS SHOW f1EREOAL 3 ALL ON -SIZE STORM DRAIN DRAINAGE SWALf AND BUP AREAS ARE PRIVATE AND 9HUlt BE MAINfAAVED BY THE PR ERTY ONNER. 4 WALL fZEY4 71ONS SHOW HEREON MAY VARY DURING COVSIBUCTIOV DUE 70 DYS71NC ORALIES AND SOIL ENGINEER RECOMIMAM SOIL ENGINEER SHALL DEiERAi/NE RNAL WALL. FOOTING DEPTHS S ROOF DONNSPOUTS TO BE DISLMIARGED INTO PLANTER LANDSCAPE AND 0- REIENTTON AREAS PRIOR TO DLSCYIARGE TO THE SATISFACTION CF THE CITY ENGINEER. WATER SHIAIL NOT BE ALLOMD TO POND ON ST1E AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS 6. ALL EXISTING AND PROPOSED UTILITY LINES SERVING THE SURECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 7 CO)VNAC70R TO LOCA7E AND PROTECT IN -PLACE EXISTING WATER SERVICE AND UPGRADE THE WATER METER AT OWNERS EXPENSE 9 EXISTINC SURVEY MONUMENTS SHINL BE PROTECTED IN -PLACE IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FEED NiZH THE COUNTY PRIOR TO RELEASE OF SECT TIES 10. ALL SIREfT SIGN$ UGH N LAMP UTIUTIE� ETC. LOCATED WITHIN THE PUBLIC R/GIIT - -OF WAY SHIALL BE PR IECTED iN PLACE DURING COVSNW710V OR REPLACED 70 THE SATISFACTION OF THE CITY EN D?. R&IC PARKING SIGNS SHALL BE R£OMRED 70 BE INSTALLED fOR THE PERPENDICULAR PAiNONG WiINN DENITT AVENUE. 7ENANT PARKING SYGYVS SHALL BE PROII817ED. 11. CONCRETE SIDEWALK AND PATIOS SHALL NOT HE LESS THAN 4' PCC OVER 2' CLEAN SAND RBNFORCED NITH N0. 3 BARS IN B07H DRECTIOVS 01fR RECOMPACIED NATIVE SUBGRADE SOIL, UNLESS DE7E77AONED OTIVERNISE BY SOIL ENOiNLfR. a'11N7S AND REINFORCEMENT PER SOL LNGINMZ 12 ASPHALT CONCRETE ALLEY /MPROW7 ELVIS SHALL BE 4' AC OVER 6' CLASS I BASE OVER 12' COMPACTED SUBGRADE SQL, UNLESS DETERMINED OTHERNISE BY SOL ENGINffR SEE ALLEY CROSS SECTION Y. 13. ALL IAIROKMEN7S BUILT IN THE PUBLIC RIGIT OF WAY NOT TO SAN DIEGO REGIONAL STANDARDS ARE 10 BE PRIVATELY MAINTAINED BY THE RESIDENT �pFESS /t14,, , N No. 44173 O m * 06 -30 -19 1 NIS TFpF CAI�F o s to CITYOFENCI N MAS- DEVELOPMENTSERWESDEPARTMENT DRAW/NGNO. REC MMENDED: APPROVED.• GRAUING & EROSION CONTROL PLANS FOR: DATE: IM 17 p c KOWNER RESIDENCE 1294f -c RICE NO : 44173 MA60os[u C ►kFJC l.. EAR 6130119 DA1Et 1116/0 DA 71' It "ro "20 /� CASE No: 15 160 4/DR/cDP� 810 -812 DEW ITT A VENUE SHEET20F3 v z C3 z 20 w w z 0 z w O a VARIES 22' -24' r r _ � i ! 7EWO1W LT A?OIECXW AD? ' �K SE 0 OW a4if r ('° STAhGU -4 DAIS,= Roma f EFOiWARY MWC7Y aOr AAM PBW AETAi a TEI FOWAR J/MI�II� SE i r - Lim DAII F / y RIFWA? MET AWIECRN PD? M4iyq AETAL SE-10 ! l4 �A Taa. .Y A..Y TFNVRARYSWTRXE 1E11MAIWYGRAffW amAAYAffDETA( - PER LETAL r AAi1 _ CASGA XTAL S-1 A� � srAAa ar -4 j ANAL Sf-TO 7SFWNWY ZT FBff - PER fi9AL Y AAU I CASSIA XTAL SET - _ ry \ iaFqwrSETFDff PfR AETAL r AW C-m AETAL SLAT i 1 i a xim mw Nutt BIORETENDON BASINS SHALL BE EXCAVATED AND USED AS OESILIING BASINS DURING CONSIRUCRON THE SILT SHALL BE COMPLETELY REMOVED AND THE BIO- RETENDON BASINS SHALL BE COMPLETED ONCE FINAL SITE STABIUZAPON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. P& off& 4 n z rn N 1 " =10' 0 5 10 20 24' NIDE (MIN.) HEIR OWNG FOR DRAINAGE OVERFLOW 1 BAGS HIGH (T)P.) NHERE NECESSARY SEE CALIFORNIA STORNWATER QUALITY ASSOCIAPON (CASOA) STANDARD DNG NO. SE-4 FOR ALOIRaVAL INFORMARON TYPICAL VELOCITY CHECK DAM NO SCALE 4' PVC PIPE FOR DRAINAGE DEPENDING ON RELD COI?0nOV5 TYPICAL INLET PROTECTION NO SCALE L SET POSTS AND BOVATE A 4 BY 4 Of (10 BY 10 OW) M AIL7/ LMOPE FROM AND ALONG 17E LAME OF POSTS 1019V1N FABRIC GRAVEL BAGS STAo m (TYP.) SEE CAUFORVIA STLIRMWATLR QUALITY ASMAMY (CASOA) STANDARD DIK NO SE-10 FOR ADDITIONAL INFORMADON r;�r,�r�r•� ;7�r;�t,yr �r� 2 Arm FVXW 10 AV (10 cm) ,� II� �I) FKTER FABRIC , FLOW N,1E. ALMMARIE SirIEIYCf COWMW!gN MAYBE L1SiD F FMST APPROVED BY 71E S MEt1W OF NOW AND RE w9:fcm TYPICAL SILT FENCE NO SCALE •a , , , m 42M CHANGE NO. DES(RIPTA7N APPROVED DATE BENCHMARK AS-BUILT ' "''�"' "' �" """ H'' cnccAs "'' ENGINEERING DIVISIONAPPROVALS CITYOFENCI Ni TAS- DEVELOPMENTSERIVESDEPAR7MENT DRAWNGNO, _ DRB As CITY OF ENCHMS 1' BRASS DISC STADON NAME TJVC - -32' STAW D *SD. CO. LNGR DEPT. HORZ CNI81 LNC TLS SURV MOV 1990' IN TOP EAST OF CURB OF VULCAN AVENUE 200 FEET NORTH OF E STREET. SI RVEY CONTROL NE7NW PO1NT N0. 1032. WAMIt 92004' DAAff NA VD 88 c S L // �' .B0'� PLANS PREPARED UNDER 9PERW.90N OF DATE: l0 n � � �% may, R,C.E. NO : 44173 WNCLNTL. S,uLPD 8/30/19 fNpNL R Of NORK RECO,ME_NDED: APPROVED: ;; j '� " .-- � � ", `4� N S` CM 9-Tey� L. M AGbtJKv It 16 /1� l�-� -1017 DATE DATE GRADING & EROSION CONTROL PLANS FOR KO VN R RESIDENCE 17 -059 ADRM 401e810 -812 DEWI TT AVENUE CASE N0: 15 -160 V/DR /C P 12941 -G A9? ZEJAE Y AM) _ PUBLIC WORKS AJA O 1 4� — SE LETAL W � 5 REVIEC SNEET3OF3 .d' IJ a PER DETAL V ANi —� k _ OW AETAi Z-1 t+ r r _ � i ! 7EWO1W LT A?OIECXW AD? ' �K SE 0 OW a4if r ('° STAhGU -4 DAIS,= Roma f EFOiWARY MWC7Y aOr AAM PBW AETAi a TEI FOWAR J/MI�II� SE i r - Lim DAII F / y RIFWA? MET AWIECRN PD? M4iyq AETAL SE-10 ! l4 �A Taa. .Y A..Y TFNVRARYSWTRXE 1E11MAIWYGRAffW amAAYAffDETA( - PER LETAL r AAi1 _ CASGA XTAL S-1 A� � srAAa ar -4 j ANAL Sf-TO 7SFWNWY ZT FBff - PER fi9AL Y AAU I CASSIA XTAL SET - _ ry \ iaFqwrSETFDff PfR AETAL r AW C-m AETAL SLAT i 1 i a xim mw Nutt BIORETENDON BASINS SHALL BE EXCAVATED AND USED AS OESILIING BASINS DURING CONSIRUCRON THE SILT SHALL BE COMPLETELY REMOVED AND THE BIO- RETENDON BASINS SHALL BE COMPLETED ONCE FINAL SITE STABIUZAPON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. P& off& 4 n z rn N 1 " =10' 0 5 10 20 24' NIDE (MIN.) HEIR OWNG FOR DRAINAGE OVERFLOW 1 BAGS HIGH (T)P.) NHERE NECESSARY SEE CALIFORNIA STORNWATER QUALITY ASSOCIAPON (CASOA) STANDARD DNG NO. SE-4 FOR ALOIRaVAL INFORMARON TYPICAL VELOCITY CHECK DAM NO SCALE 4' PVC PIPE FOR DRAINAGE DEPENDING ON RELD COI?0nOV5 TYPICAL INLET PROTECTION NO SCALE L SET POSTS AND BOVATE A 4 BY 4 Of (10 BY 10 OW) M AIL7/ LMOPE FROM AND ALONG 17E LAME OF POSTS 1019V1N FABRIC GRAVEL BAGS STAo m (TYP.) SEE CAUFORVIA STLIRMWATLR QUALITY ASMAMY (CASOA) STANDARD DIK NO SE-10 FOR ADDITIONAL INFORMADON r;�r,�r�r•� ;7�r;�t,yr �r� 2 Arm FVXW 10 AV (10 cm) ,� II� �I) FKTER FABRIC , FLOW N,1E. ALMMARIE SirIEIYCf COWMW!gN MAYBE L1SiD F FMST APPROVED BY 71E S MEt1W OF NOW AND RE w9:fcm TYPICAL SILT FENCE NO SCALE •a , , , m 42M CHANGE NO. DES(RIPTA7N APPROVED DATE BENCHMARK AS-BUILT ' "''�"' "' �" """ H'' cnccAs "'' ENGINEERING DIVISIONAPPROVALS CITYOFENCI Ni TAS- DEVELOPMENTSERIVESDEPAR7MENT DRAWNGNO, DRB DRB As CITY OF ENCHMS 1' BRASS DISC STADON NAME TJVC - -32' STAW D *SD. CO. LNGR DEPT. HORZ CNI81 LNC TLS SURV MOV 1990' IN TOP EAST OF CURB OF VULCAN AVENUE 200 FEET NORTH OF E STREET. SI RVEY CONTROL NE7NW PO1NT N0. 1032. WAMIt 92004' DAAff NA VD 88 c S L // �' INT. PLANS PREPARED UNDER 9PERW.90N OF DATE: l0 n � � �% may, R,C.E. NO : 44173 WNCLNTL. S,uLPD 8/30/19 fNpNL R Of NORK RECO,ME_NDED: APPROVED: ;; j '� " .-- � � ", `4� N S` CM 9-Tey� L. M AGbtJKv It 16 /1� l�-� -1017 DATE DATE GRADING & EROSION CONTROL PLANS FOR KO VN R RESIDENCE 17 -059 ADRM 401e810 -812 DEWI TT AVENUE CASE N0: 15 -160 V/DR /C P 12941 -G PUBLIC WORKS AJA EN NEER N E DATE �� , PLANNING 5 REVIEC SNEET3OF3 U z d z ir w w z_ 0 z w O a ;I