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2019-14257-G (Plans)RN.MOFWAYNOTE OWLFR IS TO OEM A CWST7UCTO PENT TRAIT IE EN NATRiNG DEPARTMENT AT LEAST 48 HORS PROP 70 W RAING N IRE PURUC RIGHT OF WAY. FAILURE M DO SO WW1 RLSBLT W ISSUANCE OF A STOP WORK MU AND DOUBLE POINT FEES If IS DIE WSPUCAMITY OF HE OWN TO KNOW WERE ASIWR PROPUTY LURE IS DRANAGENOTE NO CONCENTRATED MANAGE FLOWS ARE PENRED OVER ADUCNT PROPERTY LAE WATER IS HT DRAW AWAY FROM STRU079B FOR A MM" OF 5 FEET AT 2 PERQM AND BE CTNWlfO TN AN APFROKI) DRAINAGE FACTUIY. U7RITYMD7F ALL MIES SUNK 1OS SITE SHALL BE MSTAILED MUMMA EP„�J�'NIIRj� L. ALL WORK SHALL BE DONE IN ACCOMANCE WBL ME FEARS Of STANDARD SPCICAMs FOR RUBLIC WORKS XNsRCWA IE DE96N CONS'IRTCAM STANDARDS OF BW CITY OF EMBWTAS AND IE SAN DIED AREA REGIONAL STANDAR7 DRAWKS ANY CHANGES OR REINONS INEWE O SHALL PO APIROKV BY THE CITY ENGMEER PRCR 70 ANY REQUEST FOR NXECTFM. 2 GE SOPS REPORT DINED WEPOPT OF LIMED 6TOFOR M NWSR04NM' PREPARED BY C W. LA VALE COMPANY DATED MARCH 15 2019, FOECT NO. 197114. WALL PO C17NS BO AS A PART OF INS GRAOWG PUN. ALL CRAONC 91NL BE DOVE N ACCORDANCE NTH THE R90AAKNOARRS AND SPE"AMS CINTANFD N SAID Rf/A7 E J SPARAE APPROVALS AND PERWIS FOR ANY CONSIRUCNW WEAN PRRLD RCM-O-WILY 0? EASEMENTS BOLL HE REPLACED N CMAMCBON WIN NPROWMEN! BANS 4. am FERWs9N 9IALL HE OTAWD FOR ANY Q79TE ERAQNO 5 COVMACTOP SHALL TAKE ANY NECESSARY PRECAUIWS REQURED TO PROTECT ADJAC T PROPERIES DINING CRACKS OERARWS ANYTHING DAMAGED CAP DESTROYED SHALL BE REPLACED O REPAWN 7O CONDITION ENSING PRIOR 70 GRATING. 6. IRE DECOPOT 9NALL BE RS'ONSWE MAT ANY .MORAIRT OR TOM MARK NO S DISIO@VED O DESIOYED SHALL HE RE-ESTABUSED AND REPLACED Or RUI57F750 CW LNONU OR A LICENSE LAND SOME K R 7. TE CLNIRACTOR SHALL DFWA; CONSTRUCT AND MAINTAN ALL SAFETY ONZ MOUNT 9PPND ANN SHALL PO RESPOSHBLL FOR CW MNG TD ALL LOCAL. STATE AID FEDERAL SAFETY AND HEALM STANDARDS LANS AND REGULATIONS 9 GRAOM AND EU~T 099AINO WTNN ONE-HALF (ji MINE OF A SRUCTRE FOR HMAN OCCUPANCY NULL ROT PO CONGILVED RDIEEN THE HORS OF.S30 P.M AND 7.�JO AMNCR ON S47URDAM SPRAYS AND OR R&CX:WZED HOEA)S 9 NO CRAONG OPMADOS SHALL CiNAENCE UNTO A PRE-COSMUCDO MEETING HAS BEEN HELD ON91E WIN RE FOLOIWHO PECRP[E PRESENT CITY INSPECTOR, Ulf ENONEFR, SONS ENGINEER MAW CONNACTOR AND PE WROTE M Eff-COWSLRUCBCM MEFPV SHALL PO SCHEDULED WAR THE OTT AT LEAST 48 HORS IN ADVANCE BYCAUUD (760) 03-1772 1A FRCP 70 HAUMC OAT N CONSTRUCTION MATERIALS M ANY MP02D COSIRUCION 91E WORN INS PROECT THE OF"WLM SHALL S NIT TO AND ffMif APPROVAL FROM IE CITY 90M FOR THE R70.OM HALL ROTE THE "Lops? SHALL CORY NTH ALL CWTIONS AND REMAO&NIS RE OTT ENGAM MAY NPOY WOLF AN CAMS TO RE HAUNG OPERATOR 11. UPON FOAL COM AYRON Of NN K RK UNDER THE GRAM PEANKi, BUT PRIOR 70 FNAL GRATING APPROVAL MD/OR PM RELEASE OF XOR7Y, AN AS GRACED CERRDATNW' SHALL BE RROW'ED STATIC hM ORAORC CEDER PERKT NO 14257-G HAS &7N PERFORI D N 9N5IANRLM CMFJOWNCF WIN RF APPROVED GRAM RAN ON AS SHOWN ON TE ATTACHED AS-WAOD RAN'. IRS STAEMEINT SHALL BE FOLLOWED BY 77E DATE AND MAW OF IF CAR ENOWER WP CURIES' SRN MONO "AM y N MR HAS S AERWSM AND NAFW WS OFNM ALL USE 13 THE CONTRACTOR SHALL PROPERY GRADE ALL EXCAVATED SWAGS 70 PRINCE PI9IW DRAINAGE AND PAMF POLING OF WATER. O VALE CN'7RNL 9NFACE WATER AND AVOID DAMAGE 70 APLNING PRWERTES OR FPNSED MARK W IE 91E AND STALL TAKE ROEDIAL NOW T7 PREWN! fR09W OF RIBRY GRACED AREAS UNTO RIM DUE AS KRAANERT MANAGE ND 909M CAUROL MEASURES HAW SEEN WTAILEP I4. ALL AREAS TO BE FILED SHALL BE PREPARED TO BE FTIfO AID FILL SHALL BE PLACED N ACCORDANCE WIN STANDARR SPCIDCIAM ALL VEGETABLE MATTER AID CRUCITUMOLE MAIMAL STALL PO RFMOWO BY TE CONTRACTOR FROM NE 9UWACE UPON Mal THE FILL S TO BE PLACED LOX FAL AND ALLUWIL SAES MALL BE ROVOO TI SUTABLE NAM NATURAL GROUND, DE EXPOSED STMS 9/AIL BE SCNRM 70 A DEPTH OF 11 MOLES AND TEN COPACIED TO A AN" O PERCENT IT SHALL BETE CMTRACMON KgONSAUTY TO PAC. SREAQ, WHIR AND CN WACT TIE FILL IN SIRCT ACCORDANCE WTI SPEOM MS 15. CUT AND FILL SLOTS STALL X CUT AND IRAMKD TO FINISH CRAPE TO MOW 907E SIWACE AND UWEWN CROSS YCRN RW SORES ON EXCAVARM AND RAHANKMPNIS SULL BE SHAHO, PLANTED, AND TNN ED AS CALM BY TE Mfg IF WORM NO AND LEFT IN A NEAT AND RY CONWIPN ALL sTwS ROTS AND ODER WASTE MATIR LME? ON EXCAVATO O EMBANKMENT SOPES NKCIH ARE LIABLE TO BECW LOOSNED SHALL BE RLMOWD AND O.4POSED OF. NE ME AND RAP OF ALL SOPS SHALL BE ROM N ACCORDANCE WTI PE GRATING ORANANCE 16. ALL TEES BRESE GRASS AND OTHER ONCTONARLE MATERIAL SULL BE COLLECTED, READ N OT#RWY DIS M OF OFF TE 97E BY NN CWRIACTR SO AS TO IEAW IE AREAS MAT HAW NOW CLEARED WIN A NEAT AND FMLI9ED APPEARANCE FREE FROM OWWIY OBRS APPROVAL OF LOCATION OF PEERS PILL SHALL RE YOKED FEMME SOPS EVOMER AAD C1Y ENGINEER PRIOR P TAT VISWL OFANY SUCH MAHFAL I7. THE REMOVAL OF ANY AID ALL CITY TIES SHAU BE CONSSFENF WTI THE ClYS URBAN F0RS7 NANAGEN &T PROTRAM. TREES LOAD NOW GTY STREET RIGHT -OF --WAY, N CRY MCFERTY ON NEW CITY EASANNTS ARE REFERRED 70 AS CITY TEES AND 9UU BE PR0ECU W PUCE COIN CMIRU'CIAN UNLESS SPEORMY ARROWD OTERNSE NO CRAM EXCAYARM, OR MARMOT OF CITY TARE ROT SM MS SHALL OCCUR WARN TF CITY TREE CIF LINE AREA (THE AREA PAN THE TRW OF A IRE TO OF OUTERMOST EVE OF NE TREE CANOPY PROECTW ON TE UNIXW1Dl F A CITY EPEE IS NOT CLEARLY LABELED 70 M RMVED O, IT MUST BE PROTECTED M PLACE EVEN F APPNOWD NR70WAENTS A N CONFLICT WIN A CITY IEE IT .OUST NOT BE OSTURNED /M M TF PLAN S REWYD TO AOXS5 IF THE REMOVAL iB F ANY ARCAEOLMC HNSMIRCM, ON PALEUV OICAL RESOURCES ARE MOMENTLY DISCOM WAGING ACHWTY, TRE PROECT CONTACTOR SHALL OVERT, OWCT W MWORMY HALT OROMD-W571/RBAyG KOM N TIE AREA OF DSCDVERY TO ALLOW EVALUATOR OF THE 9OOM.4NCE OF 9KH RE00FICES THE PROECT APPLOAFF 91AU ASMIELY NOTFY DEVELOPMENT SURGES DEPARHk7NT STAFF OF SUCH FNDMVG AT TF WE OF G9YOERY. NE SGYFICM'C O TW a5CPM RESOURCE(S SHALL BE DEERWED BY A QIALFFD ARCHAEOLOGIST,, HTSTMAN,ON PALEOTCOOST IN CaM9LTAR V WIN IE DEVELOPMENT SLIMES DUNTIENT AND, FOR ARCHEOLOGICAL ARMRL.ES THE NAHW AMFREAN COMURTY. THE OHIOPAENT YRWCES MECDiR MUST CONDAR WIF NE EVALUATOV PROCEDURE' AND ANY NECESSARY DATA REOWRY SEPWRS NEW GRATING ACHWR'S ARE ALLONED P RESUME AS SPECIFIED BY EALMORNNA REAL IN AND SAFETY COPE XCM M504 F HUMAN ,TRANS ARE FOND ON IE PMOECF SHE NO LXWSIRUCTON ACIIN7Y, RE PERSON RESPONSIBLE TOR W IXCAVAM,, N BS ON HER AUY RIZED HPRESENTANIE, 9L4IL 2MA7OY N07FY TE SAN DEW COUNTY CWOWRS GRACE BY MIME AD FIRM EXCAYAMM ON MARROCE OF TM AWRY W ANYNEARBY AREA REASONABLY SU9YOVULECTED TOVULE)AOVW` ANTATCAN LENT REMAINS MOW7K SNALL OCCUR MR Of AS AFRAWKD BY A QUALM H0 HASTMAADE /THE NECESSARY TEMPS AS 70 CWIXN ANDAOISPO9TAYNAI'URSYAN R&C RE S COPE 507.98. IF H A DISCOVERY OURS A 11"ARY COMSTHUCRW EXOUSM ZONE SHALL BE ESUBUSIO 9RRO M RE AREA GE IF AWRY 50 THAT PE AREA WILD BE PROID77EO (AS MEMO BY IE OU" D AROAECOGYSr AND/OR TIE NA NAIVE IRAN MOlNTW7. AM1D COSULTARON AND PET E ANT COUP OCCUR AS PRSGRDEB BY UW AS RWRkU DETRED BY STAE LAW CORNER WAD DE7EAW WPW IN XWAK DAYS OF BEING HOMED F M RMANS ARE SUBJECT 70 IRS W MR MTY. IF TIE CROMFR RECOYNZES THE RAMNS 70 BE NA Ulf AAIERHGNL HE ON 9E 9IALL CONTACT OF NAIVE 49PCAN ITAGE C0WNS9N (NANO) WNM 24 HOURS RE NAHC WBAD MAKE A DEMO DOW AS 70 IW MOST LNO.Y DERPMENT F TVE AAERCAN REMAINS ARE DISCOWREA NE HMANS SHAD 6E KEPT N &IV (SIN RACE A pR IN A CORE LOAPN W IXOSE WRY TO NOTE LEY HIRE POND. AND I E ANAL ISS OF PE REMAINS STALL ONLY PUG N-SE IN PE PRESENCE OF THE NAPW MORTAR MORTR. MOSIOYCONTROL. 1. W CASE EMERGENCY WORK IS R'gURE,, CONTACT .TERRY N EWE R AT (760) 809-2152, 14 HOURS A DAY. 2 EQURENT AND )RADIUS FOR ENUQACY KV STALL BE MADE AYAKABLE AT ALL TAWS DIMING TE RAWY SEASON (OCIM 1 TO AlWL 15). ALL NECESSARY MATERIALS SCULL PO STOCKPILED M .ATE ON OCTO ER I AT CONCAWT EXAMS P FACEITATE RAPE COVSMVHM O TEMPORARY EROSION CC87ROL AIFASVOS WON RAM IS MATE NT. 3 COOS ROW ON PLANS SHALL NOT PO MOWD OR NUaM #WAIT IOW APPROVAL OF THE DW41EERMG MSPECRW. 4. TNE COIMACTOP SNAU H'SIORE ALL EROSION CONTROL ENDS HF NOTING DRIER TO M SANSACRAV OF DIE OTY EARNED? AFTER EACH RUN-OFF F4, MM RAINFALL. 5 RE CONTRACTOR WALL NSTALL ANIMAL EROSION C17NIRO MEASURES AS MAY BE RELXARLD BY INE CITY ENGINEER DIN TO AN WCOAPLEX GRAVING OPUAM OR W60RESFEN MINSTANCS WAR MAY ARSE 6 NE COVIRACTOP .SHALL X RESPO WE AND SHALL TARE NECESSARY PRECAUTIONS TO PREi£NT 909 IREWASS ONTO AREAS RAT ARE MW OR ARE POMYRAllY WSATE 7. ALL TRO.SOV CONTROL MEARKS PROM PER TE APPROVED WAGING PLAN SHALL PO WL'O'PORATED INREM B GRAPES AREAS ARGUE HW PRMCF PEMIM NOS DRAM AWAY FROM 71E FACE OF SLOPE AT THE COAMSOM OF EAOI WON( DAY. 9. All REMOVABLE FRONCRW DEWCS SHOWN SHALL HE IN PLACE AT IHE LND OF EA91 ODOR DAY WHEN BE Rif (5) DAY RAN PROBABILITY FORECAST EXCEMS FORTY PERCENT (401). SILT AND OVER DEERS SHALL BE RLMOWD AFTER FACE RAWALL STORWWATER POLLUTION CONTROL POST CONS TRUCRONOW/WAA0 F$ 1. FOR s7ARY NAIN POLIHAN CONTROL PURPOSES AU MOVE PAN ALL ONERMOUS SOWACS MCLNDING ROOF GRANS SHALE DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIR M COLLECTOR AND DISCHARGE OTO TIE STREET AND/OR INTO IHE PINK STORM DRAW SYSTEM. 2 CRASS AND LANDSCAPE AREAS DBOAID FON STO N WA79 PCMLURW CONTROL SHALL NOT BE AVOID WNRIUT A POINT FROM THE 0TY. I ALL WIN AOEOAD7 MMWKR PRIER TO MWARGE FROM MRSHE ALLWP AFAR AREAS �%LWE TOWARTo Rw OR D �PED AREAS APPROWD BIR/NP FANMITY AND/OR BE WAANDSCM AREAS 4. NO DRAMS SHALL HE INSTALLED N HARISC.4PE DRIVEWAYS OR ANY OTHER MARRIAGES AREA MESS W FLOW FROM THE GRAN DISCHARGES TO AN ADEOAIE W IRMP. 5 DRVEWAYS STALL HAW A WMW ZX 9W SOPE TOWARD HF WP/MP AREA N HAW ANOTHER APPROVED DRAINAGE SYSTEM INAT S OE990 TO COL£CT RINOFF AND DISCHARGE FT M AN ADEOAIF W1 P. 6 ALL STRMWANO WP/]NP FACTURES SHOWN AMON SHALL NOT PO MO91FD OR ALTERED WIND) F A PERWT FROM NW CITY. 7. THE INSTMLA70 OF AO0INONAL OPERNOS SURFACES NOT SIONI ON DNS PLAN MAY REUME INAT INS RAN BE REM O MAT A $ PARAIT P'GNETAX MAN rBE PETARD. R ALL EMSING AND PROPOSED TRASH ENCLOSURES SALL PO FREE RF COPLY WIN STWN WATER REST MANAGDENT ESRACIOE REMMIS THE TRASH WORRIES SHALL HAW AN WUMO$ NON-CAIHQUSIRE ROF MAT WFL NOT ALLOW RAW WATER TO ENTER IW ENC09RE TF ENCOS/RE SHALL BE LO ELL AID LOOOD WEN NOT N LLg A OEM SHALL BE INSTALLED AT ALL OFEAWVG5 P HOD IN ANY LQUES THAT ESCAPE FROM TE LAWSON AND RF PRMEM7 ANY FLOW OF STOW WATER THROUGH TIE RASH ENCLOSURE AREA, IE GERM CAN BE CONSINCRD INN AAD RUT 10 ALLOW RUING O- THE UANP57ER N AND OUT. THE MOW WALE X ME CORTARO ON MAY HAW A DRAW MAT OSCHARGES MOUTH AN AMANLY SZED OL/ GRAX .9PARARR AND IS TARN FIRED PROGH A CRY-APR70WD HYDROARBCM FEELER AND DISCHARGED WP THE RWIO SANITARY XWR SMIRK NOT 10 PLAN79S ON THE STORM DRAM SYSTEM. A SPARAR7 BUKDNG POINT MAY PO REMO FOR IRS SURC7URE SAN D/EGLNTO WATER MST AN T NOTES: I. WATER MAC:; LARRALS AND APPGRIFANDES SHALL BE CMIST UCIM ACCUM 70 THE STANDARD SPECAWARWS OF THE CURRENT WARP AOM' SFADARDS CNMM/EL (WASC). 2 RE" OF HMS PLAN BY SW DEW70 WATER DISTRICT OOPS NOT CWSBNE RSRESNTAIW AS 70 BW AMARACY OF, NE LOCUM OF, N TE EVSIMF W AM-EMSTNCE OF; ANY UIDERQDWD UNITY, PPE ON STRUCTURE NEW RELWlS OF INS FROECE 3 ALL ENSIRC ROUTES, WMR MAY AFFECT FINAL &SW LC, LIVE CROSSANG LINE PARACIEIWC N PROPOSD CMWCIW SHARE BE TTE O WOW.. ALL EASING W PROPOSE UW7Y CROSSNW WIEV 10 FEET OF PROPOSED WAIER MANS DULL PO SPAN ON WPROWMWT RAMS DECIR'CAL AND SIWR 70 CROSS CEDER WATER MATES MLESS 6/0 IWITEN PMAS9ON BY SAN DE6tU70 WAIN DISTRICT 4. CONTRACTOR AHD OVER ARE AWMME P RELOCATE AND/W AGAINST TO CHAR ANY DOSING WAIN FACBITY (Fff HWIRANT, METRS MEWS VALVE BOXES ETC) WUW S AFFECTED BY NEW PROTECT ALL AFFECTED WATER FACILRS MUST MEET CURRENT WA IR AGENCIES' STANDARDS COARRIT (WASC) STANDARDS F FACTORS 00 NOT NET STANDARDS TEN THEY SHALL IV UPGRADED 10 CIARHNT STANDARDS AT NE OWWRS fXHNSE 5 UMRS TO MAWTAN AN" 5-FOOT EPANAI0.Y MIEN PAIUUELNG WAITER SERWCS 6 W TAN HURZONTAL SPARARM OF 104EET REQUIRED BEAM FIRE HYOANIS AND SAN DEO GAS AND OECT X EMUS 7. ALL WARP SRWCES TO BE CMSI WIED OLAR OF DRWWAYS AND ALL OILER TRAWLED WAYS WAIN METERS MUST BE IN FRONT OF DE PARCEL NEYARE SUM 8 CAUfORWA STAIF LAW ASMR Y Ell A9-1953 is ROGO G WALL AA -LEAD BRASS BE USD W NE COSRUCHW'W BLEAR OF ALL PoTABLE WATER snu EOECTW ONMARY 1, 2N0. IN CWPUANCE VIN ORs LAW, NF Osn6Cr STALL REVERE ALL MATERIALS 70 BE NO -LEAD BRASS PARTS 9. ALL COPPER DREW USE FOR AM RELEASES BLOW OFFS AND SUMS SHALL BE PRUNED NTH C 70MC PROECOW IN ACO7DANCE WIN MC-17OR AC-18 UIPERMEABLEAREASCALCULAWAVE AWFRNOS AREA PRIOR 70 CONSMUCRW 984 S APERMOS AREA AFTER OMSIRUCPON" 4,079 X OPERMOS AREA INCREASE- 4095 Sr WWfRIV S AREA NEW/REMOW AND REPLACED 4,079 X RO-MNLIRA RR BASING 512M 4,019 X 004.5= 163 E ACTUAL BASH = 171 SF THIS PROJECT S OASSffO AS A 'STANDARD BEIRONNENT' PROECT PER CITY O OMMS STORM WATR CEOWT.. PIT PROTECT PROPOSES TO WEISE I E TOTAL ANERWOS AREA FROM PE MEAN ONDIRAN BY J, DES X RE LEAP EFFECTW AREA (177 5E) HAS BER SM AS 41 E THE NEW AND/REYOWD AND RPUCD NRERWPS SURFACES S DIANNA TER POLLU71ON CONTROL BMPNOTES RELADVE TO CONSTRUCWNAC17WTES CONCIN HASHOUT CONTRACTOR WEE ESTARM AND USE AN AEWARY 9MD ATE WAS4WT AREA TO MILAN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE; SLIPPY, MORTAR, SEIGM PLASM? AND ILE LME NM IE SIONMWAIR CONVEYANCE SYSTEM ON ANY RE69 MG WATER. CONTRACTOR SHALL POST A SKM GEMARD THE WASHOITLOCAPON.. CONSTRUCTIONSREACCESS A STAEUM CWSMW70 SITE ACCESS SHALL PO FROM FOR WRCIES EGff5S AND NGRESS TO PRESENT MACKMG ONE OT SUE OAS SHALL INCLUDE USCG MATERIAL SUCH AS J' QAUWV ROOT AND/OR COANW RD SIM PANELS/PLAFS CONSTRUC701WHICLES A SPECTIC AREA AWAY FROM GUTTERS AND STORY GRAN SHALL BE DESIGNATED FAR CONSTACIN AL WOCIfS PARING MCFE RENLNC AND ROOM EOMNWNI MAWETNANCE ALL MAXR HPARS SHALL BE MADE OT-SIE MOSIONCWPR01. EROSION 0117W MUST BE PROWDED FOR ALL FROM SUFACES SLOPED SURFACES C5PECMLY SHALL BE PROTECTED AGAINST ER09M BY NSTALLNG PRISON RESISTANT SURFACES SUCH AS EROS M CONTROL MAI$ A0EO47E O'RIGM COVER WGETAIM AND BOND FIBER MATRIX NO EAR IVA70V AID GRATIG ACRWRS ARE ALIONE GONG NWT CATER. NOW OWES SHALL BE CVSNVClED TO CHANNEL RUNOFF AROUND HW COSMM70 97E CONTRACTOR SUU. R707ECT Q/AAW LS AGANST EROSON USK PERMMENr AID 7EM007ARY 909% COVTRU MEASURES. REM04E EXISTWG W(TTARX ONLY WEN ABSCUIELY NECESSARY. URGE MOCKS MALL PO COMUCHD IN MASS 70 AVOID OWECSSARY REMOVAL O- THE NARMAL GIKMND COVER DO NOT AEARW TREES OR 9M ALAS OWN05ATLY TEY HELP DECREASE IWONARY VEGUAM MUST BE RANTED ON 70 ES OR WERE CONSTRUCION IS NOT NMEOAIELY PLANAR) FUR EAOSION CONTROL. RMPM EROSION SHALL BE PREWN7ED BY PLANING FAST-CRONNG ANNUAL AND P[RWUAL GRASSES 70 SHED AND BWD TE SOL PUNT PERVAMNT WWTA70 AS SOY AS POSSAK ONCE EYOA VAR W AID ORAOWC ACIWAFS ARE ONRE2 WA NN USAGE FOR DUST ONIMX .SHALL HE,AI NNUEO. ON,SITECONSTROCNOVINATERW.STMAGE SAM MAIERALS SHALL HE CWTAMLO IN A MURE PUCE P FAME SINCE AND VILLAGE: CONTRACTW SHALL STORE RESE INKOUCTS ANOT COPY WRL STAY DRY OUT OF HW RAW CNIRACTOR SHALL IROVDE SECONDARY CNTAOMWNT FAR ALL R42 STORED ON-97E ELNWAIE W RETIRE POLLUAM AT STO'MWAIER FRO SRACUWS KEPT W-STE. SIOgMS MAY MOVIE 504 PARING MARIDALS ASPHALT CO(WEIE AGGREGATE NE EM STOXPKES WU PO LOGHD AWAY FROM CYOMIRAID SMWA79 STORMWAFFR FLOWS AND STORM DRAM NUTS STOCKPILES WALL BE OWRED ON PROTECTED NN SCE. SIAINIZAAM MEASURES AND FROM WN A TEMPORARY SEOWNT BARKER AROUND THE PERKIER AFALL TWES TRAILING ONN MIURS EAKOYEES WO PERFORM CO&RUCRON N THE CITY OF S MTAS SHALL BE TRAKEO RT PO FAWUAR WN THE CITY OF MAVIS STORMWAIER PW UM CONTROL RE IAMIS MY RM NOTES STALL PO AVAILABLE TO EMERA)WE MW ON SITE ME PROPERTY ONNER(S) AND NE PRIME CONARACTON MUST INFORM SUBCON7RACTRS ABUT SrORMW47ER MOMENEN'TS AID HEM OWN REM98ARIES WSIEMANAGEMENT CONTRACTOR SHALL PO RESPOYME FOR PRO ERLY OFSPOW OF ALL WASTE AND WRNS CLVYSMUCRO MA70ALS OWPNG O- MUE) O7 WASTE AMICIS M BE CROUAD WERE WATER CAN MY PLY INTO IRE COWYANUF SYSTEM S SIRICTY PRONOTEA NO XERAGE FRO ANY THIRSTER SHALL HE O59ARGED INTO MINNIER. fiEW/OWES SALL BE PLACED AROUND ALL MAOS79S TOOLUT IW NAURAL SICRM RUNOFF. OAPSIS SHALL BE CHECKED FREQWINRY FOR LEAKS OOPS7EB LDS SHALL REMAIN COSED AT ALL TWINS OMPS7ERS WNOT LDS SNAG BE PLACED WPM SNUCTLMES WIN NPfRM NOVENA; N OWRD WN TAPS IN OVER 70 AWED RAW CONTACT NN ANY MASH MATERIAL MANY CONS7RCTIN MAIRALS NCLOW SO ALIS WAIF -BASE? PANTS WINCE FUR)$ WORRY AS HALT AND CWCIEIE W",, AND CLEARED WSMARW CAN PO RECW1fD. NW -RECYCLABLE MATERIALS MOST BE TAKEN TO AN APRRORTAF LANOPL OR OSPO.ffO OF AS HAZARDOUS WASH. FOR WEONAVIAW ON O9'OS4L OF HAZARDOUS MAPWM• CALL DE HAZARDOUS WASP HOTKE TOLL ERFE A (SO) 714-1195 FOR NFERNORON ON LANDFILLS AND 70 OVER DILPSHRS CALL RICO AT (M) 4JB-4151. POLLUTANTS SNAIL BE KEPT O`F£XTIM SIRFAG£S PUCE TRASH CANS AND RECYNXNC RECEPTACLES AROND TE SLE PORTABLE R M MOST BE IN ODD WORNC VEER AND CREDO FREQUENTLY FOR LEAKS OYTRACRR SHALL FROWDE SECODMY CMTAN.MN'T AID LOCATE PORTABLE RIVETS AWAY FRO SIGITMAW MKETS ON PERM 2WALES ALL CNSIRUCRW DEE TS SAME BE KEPT AWAY FROM I E STATE OTTER, AND STOPMNAN. CONNACTR MUST ROUND DARK AND CLEAN UP MAIRIAL MAT MAY HAW TRAWLED AWAY FRO CWSIRUCINXN SITE TO)? MORE NFOWURAV ON STNMWAIER POLLUTION CNIRC MEASURES AND RQU EMENTS REAP CONTACT THE OWAM G DEPARAOU,, CITY OF ENCNITAS AT (M) 6JJ-277A NOTPYC now.• 1. WE EMSEME AND LOCARON OF UNDERARM) UNITY PEES AND SR R40 901W ON WE PLANS NERE OBTAINED BY A YARN OF AMIABLE MCOOS 70 THE POST GE OR KNOMLEDE THEM AM NO MIND ND UTNTES EXCEPT AS SHOWN ON NEY PUNS HON'Wk TE CONNACM 15 REOIMO TO TAKE DUE PRENUBWARY MEASURES TO PROTECT ANY DOSING UNITES N STRUCUES LOCATED AT THE WISE SITE. IT IS THE C ARACTORS RES'ONSOUTY P CONTACT TF RNLOWNG OAR IS OF SAID UOURE3 N STRUCTURES PRO? 70 ANY IX MOIL,, FOR MACARONI AID LCCATW OF IIN170 AND NOTFACAM OF CO NENCO LINT OF IRK.. A SWFS - CINOF EMKWTAS - (70) &U-2770 R GAS AETECTRIC - MICE - (TOO) 4JS-62LV C WARE - SAN DEOUP WATER DISTRICT - I-801227-260 D. RLERIME - 5X POLL - (760) 489-Mll E CABLE N- COX CQINUNNCATONS - (760) 80-980 X2233 2 0WMAC7ON SAIL NOWY THE CRY ENGIMFRS OFFICE 48 HOURS PRIOR TO RNM W ANY NRN M TEAS PROJECT PMNE' (/0) 633-2770 3 THE CWRUCRR SIM GIVE 24 HOURS NONE W COLS FOR INSPECTW: PHWE.. (760) 63T177O ALL KRK PERAMNEO WRIGHT BENEFIT OFBN99RON VIL X SiW.ECT 70 RENCRM AND REMOVAL EARIMMKOATA AMA" WRWAL RPM OF CUT = 51 FEET MAP" WRTCAL OPIN OFPILL = 4.0 FEET CUT = 402 CY FILL = 465 CY X&rRT= 63 CY RE 0AII = 265 CY (30' RMOVAL AND RECOPACRM UNDER, AND 4' OUW OF RULING AREAS) Onus .TERRY H MUM N AIM KRYSTA ESQ'IIWL 453 OCEAN KEW AWNUE LEW MA CA 92014 (760) N79-2151 SITEAODRESS 45J DEAN NEW AWAE MOAN, CA 92024. ASSESSOWSPARCELNQ 2`A'-3TT31 DATFOFSURWY ,M Y 19 2018 LEGAL DESCIWTION PARCEL 4 OF FARM MAP NO 16481, W HW OTY O ENOVAS; COUNTY OF SAN DEGO, STAE OF CALIFORNIA, FOLD IN THE OFFICE OF TE COUNTY RECORDER OF SAN DYGO COUNTY, MAY 21 1991 AS FIE NO 1991-244699 OF O FICAL RECORDS tSITE DEL 9WADELEERRA6T VICINITY MAP NOT TO SCALE u ONMRSCERTNRCATE I (WE) HEREBY 69IFY BUT A REOSERED SOPS MAIN OR GERW HAS SEEN OR IWL BE ARTAAWD TO SPFkWY OVER ALL GPAONG ACAILM AND ADWY ON THE CQNPACIKM ANDS7ARI.TY Of ERE SIE. I (NE) OREHY A69E TO Ma,NFY, OFFEND, AND HOD OY AND OTC$ OAQUS Of]OAL.( EIRLOMTS; AND AU NIS HARNESS FROM AND AGAINST ANY AND ALL LABTJRES$ CANS DEMANDS CAUSES IF ACTION$ LOSSES DAMAGES AND COSTS WaYUONG ALL C067S OFDEffNY PRIDE AR.SNG 07OF; OR N ANY MANAV? CONNECDB OWCRY OR WRECILY NN ANY ACTS OR OSSOWS OF GINNER OR OWNERS AGNTS EAROWES, 0011794CTR,S SRCONTRACTOWS OFFICIALS OFFICERS N REIRESENFAITO HOP ANY AID ALL WIRY OR CO NUC70 COVERED N TE POINT O7 COMW ED LAWS OR NOMECKY TO THE PERMIT ON APPROED PUNS #70 7HE PRI E PROPERTY OR PWLIC O >S r SMAIME DATE � p HnESQUWL A2 SONAw.. J<P�O DAlE1a Cl? KRYSTA ESQINWL SMSENGM'EE 'SMUMD'AIF C OFFND W LAMON7E, A REGSERED GEOIECMOM FAaY M N IW STAE OF C4tf MA PRINCPALLYDOIVG &MS M IN TIE POP OF APPLIED SOY 1ECHANCS HEREBY OFAFY MAT I RAW O.SWU DE WAORC AND RSAO BE SOT. AND TO THE PST OF MYRAMEOW AND EXPFRORE PE MONG CONFORMS NTH 79 REOM MA71WS CNTANED N TF GRATNG PLANS WN HE EXCEPMM THAT ANY OUNCES ON "TONS FRO THE PLANS DUE TO M-FORESEEN FEED CWWNONS HAW On SPIRED IN TE FINAL SOLS REPOT FOR IW PROWCT. Of MERE COPY OF THE FHA( SONS R➢WT COARCD fRO INS SNDY, WIF MY RECOIAXAMi WE BE SAINTED TO TEr OFFICE OF IW CITY ENCWER, F REWIRED, C W LA MONTE CSPANYMC 7840 R GdM BLIP, SOLE 20 U MESA C4 91942. (619) 462-9861 �;/ THE MO MGMD LNWEIR AR ES THAT IE WORK PERFWIO BY THE ENGWER SHALL COMPLY WIN TE OlIFRALLY ACCEPTED STANDARDS AND PRAMS OF TE ENGNCRS TOUR N PROFESSOR IE ENOIEER FIRM AGREES THAT IW WO( EMEN D HEREIN SHALL PO IN ADCRDAME WIN IW RUES AND BITUMENS REND BY TE CITY OF ENCIMFAS 70 Of LA'TNT THAT IE ENGINEER ONINLS SUCH PEFRMANCE THE RARER AGREES BUT ANY PLAWFrA ON Rf1KW KRFWMED BY IE CITY OF ENOMTAS N ITS CAPACTY AS A PUBLD ENRTY FOR PE- PUNS PREPARED BY BW ENOVOR IS NOT A DEM MWARM BY TE CTY OF ENCN rAS OF ARE PORK& SFF7LFACY OR ADEQUACY OF IE PLANS W DO16W AND IT MUORE DOS NOT RONVE TE PROPER OF RESPON9WTY FOR NET PUNS OR OESAGN OF WRO007S RAID HAMIN RE ENCM AGREES TO WEARTY AND HOLD HARNESS TE CITY OF ROM AND 17S CITRUS AGENTS AND BROYEES HBO FR FERTY DAMAGE OR BORY INJURY ARM SOEY FROM NW NEGLIGENT ACTS; ERRORS OR 01MONS OF OF ENOWEER AND WS/MR AMV75 OR BRLOYEES ACTING WNW RE COARSE AND SCOPE OF SUCH ACNCYAND OROW NT AND ARHSNO OUT OF THE NOR PERF10I0 BY RE ENGINEER. 9WATLME DEL-�670' /J� 047E/2 8 9 WNUNTL SAWO COWANY.. SA PO SODOM RIC ADDRESS 171 SAAMYROAD, SHE 2U RACHTAS CA 92024 /(Mi PHONE MMBRE (760) 05-0660 •Y RICE EXPdPER 6/30/11 00� NaA4106-30-21 I BMPPROJECTSTATUS PUBLIC WORKS I PLANNINGDM8ION I PARKSANDRECREATION I SANDIEGU/TO WATER DISTRICT I ENCINTIASRREDEPARTMENT 2• 9 SIN DATE ' i ���,L, z W z w z z lllzil`w1-I %4l6 Z1F 96N Alt D N GHANCL N0. near NrrT DESCRIPTION APPROVED DATE BENCHMARK AS,BI!ILTAPPROVALS LI BY:WAWIae cWLxFDBY EN 1 ERINGDMSIONAPPROVALS CIflOFENCINITAS-DEVELOPMENTSERV/CESDEPARTMENT DRAWING NO. i I .,.,f�. CITY OF GW7NCTAS SURVEY CONTROL POST NO 1024, A 2.50 29 AN SOP X TW SON EAST MOUNT LEUCAOA BE W. AND OIWEUS AW DEVALUE. 17854T DATUM- HAW) IN LZ-- 2/24/21 NM7NTL IIOO DATE 2-25-21 SR.LNUEN ME rw,., r,urnnFu W,ucn ajrc" RLaWN Y / APRROWk N DEMAND PLANFIAf.' 453 OCEAN VIEWA VENUE LICE 44173 \ L ESQUIVEL ADU ENONETR OF WORK OR: 8/dP/71 DATE 10- tlU� lC( r is Zer PO � CIS _ N/ APN.• 156d 13-31 14257 G SHEET IOF3 LDEV-011229-2019 sma PROPER ARSE - - - - ♦��\ 5o` Uo 5 kW�O PROPERTY ILM CE WAY _- __ �.. F --- ,�.____ F'i .. A$>�� NEW CONTOUR . NEW EIEYA7ILW 8.00 --- --- i EXSIN'G CNTOIR -4J2 2` �/ ffLYN WAIL DEMOLISH ,�a� ° < 2 d F - EAiS7NIG ELEYANOW - q 2 2OX ° p 9 X 82.43 _ /&I30) LETTER BEPERMSSON TO GRABE OV7 PPARal 2 / (4� BEAN WAIL-� 9 N1Xd° EEYANON ABODE GRAD' O (ARV: 256-JIJ-19f. TEE LETTER 6� PEAML59'GN 2' i - /y CONCRETE PAWINNT BY ANBREW r. GARCIA AND )VISTA M GARaA ' a° 6 \ �ci a 9 p .. K 46 CONCRETENASOYRY M7ANNG WALL rr �000MAT 1,� 2019 ARM 256-JIJ 37 ^ 1�` "'fl2 `� _ 1 v ® 2 5 E�� '.h Bch 5 0 o S. FG1M.0 5 PERMEABLE PAWFS &0-NFSRADIN BASH i 4 END p. 5 2 .rc DEMOLISH am9a (YM:SFRUCTNMI NOTES �.,. 2 I. EXSNAD TwoGRAPPr SHOIW IkREGV PREPARED BY SAMPO a ENGINEERING ON 7 9 8 PROPERTY UAE BEARINGS AID DISTANCES j 4 1 MVIIN NEREGV C EO {'fR PARaT YAP NO 76Mi. 1 2 \�i_ z - I5 2 A PRELAMNARY NTLE REPORT PREPARED BY (hCAGO NINE ` _� _ - - - -. - ----�7 Ca1PANYG7ID NAS HE 1gg,, 1HB AS ORDER NO 1 NB77G'Y - - g COMPANY ED HAS AFT? Hf M8 FOR DERNG LdY-SITE 4 r' Pdt 5824 C EASEMNIS SEE HIS SHEET FOR PLOTTED EASEMENT 6 - 1°E 923Y- J ALL ON -SITE STOW DRAW DRAINAGE SWA7fTE AND BMP AREAS ARE PRIM7E AND SHALL BE �IANTNNED BY PROPERTY OMAER 4 WALL BHA TANS 200 MERLIN MAY VARY DJRNIG �� � 7 CONSiRUCTCW DIE TO BUSING GRACES AND 5M ENGAUR REEL NAH Sal ROM SHALL DEDR.MNf FINAL WALL / 5. D 810 DOWNSPOUTS NRLIRATOY H A DISCHARGED TOD INTO PUNIER AADSCAPE AND ao-NFILRAWE AREASMRTODI SHALE TO 1M yq'`� p L/ TO POND ON 7 AN CITY L NOT D WATER TOWARD NOT G ALLONED TO PNO N SITE AND SHALL N07 DRAM TOWARD BUkOMD FONDARNS ��- 6. ALL DOSING AND PROPOSED DRY URITY INES SER NG THE I k - i �,' 0 0 B SNECT PROPERTY SHALL HE WSTALLED UYOFRG9pNND. _ ® / ka Z CONTRACTOR 70LOGE AND PROTECT N-PLACE DISNNG WAKEN 9 SERWIF AID WATER AM.. a a BUSTING SDRW"Y MONUMENTS SHALL BE PROTECTED N-PUCE E . - - - - ANYNLMBENT IS DSMSED OR DESTROYED IT SHALL BE RDIACED BY LLC .0 LAND SILRIE)OR AND A CORNET REO4 RECORD � I / 0 OFSURWY SHALL BE FREED WIN NE COUNTY PRIOR TO RILEASE OF $ I ,TaWFIES A SEPARATE MENUIMNTATCW BOAO MAYBEBEOIMEO AT IRE DASCREBON DR THE CITY EN MEP. „„, M APPROX 4°PLC' WRIER PER W7-99090. 9. ALL STREET LNMI LAMP UTU F% LOCATED WHIN RE PC9LICWN7 WAY AL1 FROEC NPUCE aAOYNC - 4 ar7J2� CNSRUCRN LIP REPLACED TO NE SAILSUCRN OF IRE CITY 7 10ALL COREGIOENSUALTN EPDLB PRIM IOF nYMrNorro -� G BAH DECO REGIONAL sruDARDs ORE ro BE PMYA f rNNNrANm BY NE REMT AADL .--- ---- - - I 6 V I SHEET .: 11. IMPS SHALL NOT BE RFMIOLED WDDUF A PENT FROM NE CITY. 12. 69A55 ANO LANDSCAPE AREAS MOWA7E0 WFORITHOUT STOW WATER POLLUTION CNIRDI 9/ALL NOT BE MOD7FlED WIHQUT A PIRMI '+�� FROM THE CITY //rr � I IJ EXIMOP PCC SNEWALKS AIAD�I PAWS SHARD BE A M ANUA 4 � tf� U i�/7 � i � � h 5 _9 / 7 ce ORTERW BOTH ONE�HCBM WfI,WESS'OE78ER. WD OTHERS BY TIE g SO4 PHONIER STINTS AND REIWFO MENT PER SOY EM7MER I A NLESSHIREDOTIERRMSSEmGCMBnroHrArlXMwsrnE /I SEr. HEET 21 1 1� CC TIE AW RE C AAM XIAOCA IF EXISTING D TIE SERI OF� �2J '� ��- DA ACTT I LIAE 16 CONTRACTOR TO LOCALE EXISING 2M64 URINAL a'mwkY SONG THE MAN RE9IXNCE AND EXTEND HF 2WWCE TO WE MEW ABU.-- _ 17 CONCRETEDRAEWAY SHALL NOT BELESS HAM 5 NOES PCC- OISP 12 NOES OF COWACRD S71 MOE SOPS SUORMAE SOBS V` . �... Timm 1 F4.90' - - � --07 SHOULD BE COMPACTED TO A MWAWN OF 90 PERCENT SE REM LABORATORY MAAUM DRY OENS4HY. CONCRETE SHOULD BE �f -- M7MORoTO WH W 4 BARS PLACED 18 INCHES ON OfN/IN IT c;` 24' MN., UN0. IU2 BOTH LMRFCILOd; UNISS DETERYNED OHERWSE BY HE SOL EuaMtR � ANCHORS (I)P) LRar > LffNI°0N 18. EWSIING UNITES AID STOW DRAW SHORED HEREONARE WERE SLOE EXCEEDS 51 CONTRACTOR APPROAMAZESIMLL�OCA7 ASED ON LLVU IABLE REFERENCENIdAPAN THE p r l TO CONSTRUCNN AND MONY 71E ENONEER OF XURT WH ANY R WONP DISCREPANCIES I I I Xfi ::, 1 iX.- .uM III III III 111 ppp x l�/,c� l' I Y Pfl 'Ix.......11..I.Ii.1.1- x WA W, :�Y :�Y :�Y :�Y :�Y .�Y W. I ADEs -ALL AGGffCATE MD6 aFAN/iW.aE0AN0.FREE OYFAVES(SAI� SIT, ETC) -Of PARRS SH NDI M ffAlm OWE WE ACT FILER HAS MEN AHED -ERG! ma BE mAIORYCNPACEO ww PLAmpT O' MXT COHSE aDo fMW SHALL BE USED ALNG NE NNAFACE BETWEEN 3/4" CRUSL ROOK 94SEAA19 SUBIRABE -SPECIAL APPROVAL REMO FOR USE N MGIN.YEAPAN9W: SCML-SMORAN MAYBE REaW WEABLE PAVER X-SECTION WI TN CONCRETE EDGES I-IMR=III-III III III -III III -III III II I„III II 1I I II I; .I -III III III i NOTES T III 1. PU(E 3 ANCHORS PER SaIARI YARD OF MATERIAL 2 FOR GRASS OR TOTE OPRAV, INSTALL LAAMOK RIM 450 TUBE IEWWCEMATT MAT TYPICAL VEGETATED DRAINAGE SWALE NO B _ SYellE ` N BEEP TNT DIDUT.N i1LYfBANTPL(NIWGD AZAA4E.. � 1 DMA ABS PIPE WIN DARROW 17E BY ADS OR APPROWD EQUAL BE FIABDMXD AUCH - - - - - OF 1' NRAH]i *REPO-NIERABN 09IFERED SBE LAD SHALL BE MDIMWMF 18' DEEPSWY LOAM SOIL WX NTH NO MORE THAN 5X CLAY CWIENT. RE MX SHALL CONTAIN 5O-6DR SANG 29-JOX COMPOST ORHAROWXdi MUCH AND 20-KX TOPSOIL HE ITFECUIE AREA BE RE BARN SHALL BE LEVEL 610-INFIL7RATION BASIN DETAIL NIS DATE BENCHMARK / A&WILTAPPROVALS -25-21 CITY OF ENCINITAS SURE CONTROL PANT NO. 1024, // ,�-y 2/24121 A 25' DSK IN RYKK N 71C SOUTH EAST WMTL. &WA IE PUBLIC QUADRANT LEUCAOA BE W, AAD ORPEUS AYE PLAAW ELEYARON.17854Y DAMN: NAND 88 RF\E1WR `� j.. .• 11 I 8 GARAGE /I PAD 132.5 P Z' CIF T ©PAD a © Q r DATE /Z 19 y / OVUM L N41MVU SMEONOF MR EDP.: r A I\ d5 SIG♦ry� 5 \1200 5 s H 7 \ W: 17S0 \ FG rzA2 \ B]M72LJ `" \z 4 SO laor 6 4 \\ \ 1 5 H \ � NB931w-'w nLm' IN PER -8 (TIP) CROSS SECTION /"5' D KLuA4vrMI>:L•) AG ASPHALT CONCRETE BIM BOHN OR BOFM OF 0& CACAACH "NAIL W DONOWT &- IIMYARN FF.- TIM FLOOR FINISH Imo.. �BE E- NIERTETEMB(IN RE.' M27ABIE DRADN ro RAP OF ORA7E TIP. RAP OF WALL W.- MO TIN LEAEI IAA L9�19 z s �I ' A PLANNING CASE NO KEYNOTES: DEMOLISHIPROTECTIN-PLACE 0 1. aMGISH EXSTNG TREE 1. DEMOLSH E&MG WAIL J DLMOSH EMS7NG S7E0. 4. DEMOLISH BUSINNG FENCE S IXMOLl9'f PDRRW 0 ORIIEWAY. 8 PROTECT EMS)NG PLACE 7. PROTECT EA35 ALL N-PUCE. A PROTECT G CONCRETE DR IfWAY M-PUCE A T POSING RATING W-PUCE 10. MCI` EYTSING COV07ETE NALXIWY IN -PLACE I. PROTECT IXTSING (]fAN-OUT IN- LACE 12 PROTECT WS7WG FENCE W-PUCE 13 PROTECT WSNWG BASKET BALL POST IN -PLACE 14. PROTECT WSTMG CARY BASH N-PLACE IS PR07ECT EWSING UIRITY N-PLACE 16. PROTECT BUSTWG NCO7 DECK IN -PLACE 17. PROIECI BUSING STAIRS IN -PLACE. I& CONTRACTOR ro KITTY PIPE PRIOR LOGBBNS AND ELEVA70S TO CNSMW71ON AND REPERT TO ENGINEER. 19. PR07ECT PINANG RATER if TER AND ROW OFF N-PUCE 20 PROTECT E057M STORM DRAW PIPE AL -PLACE 21 PROTECT ENSING SEW RMPE N-PUCE 22, OEYOM BUSING RIP RAP. 23 REMOTE AND REPLACE POR71CN OF 71E EAISNX FENCE AT TBE SAME LOCAPN AFTER CNSRUCRN. NEWINPROVEMENTS ❑ i NEW AW PER ARCHITECTS PLAN 2 CONCRETE IRIEWAY WIN MAW BROOV IRISH FOR ALL PCC >15X SILRE SEE NOTE 17 FOR CRASS ffCRN. 3 CCNCREIE PAD ON TRADE. 4. PERMEABLE PATER ARIIE MY BY IN9-Ea7 SAW OR APMOWD EQUAL PER DETAIL A 5 CONCTFIE MASONRY WALL PER LORD C-4, WALL TRANS PER C-8 8 CONCRETE MASORY WALL PER SAW C-A WALL DRAWS PER C-8 7 COWRf7E MASNRY WALL PER SURSD C-5, WALL DRAWS PER C-8. 8 STARES ABOW" GRADE PER ARCYIE775 PLAIN 9. CONCRETE MASONRY WALL PER SORSD C-2 WALL TRANS PER C-8 10 PCC OR CONCRETE MASONRY CUT O7' WALL PER .i7RS0..-07 WIHOUT FOOTING 11. NFPr7N LMWEY EDGE TO MN 7 FNAb'ZONTAL DISTANCE ro FACE SLOE W 12. Y LONG PCC CMAMTYMADMI PER 5DRA7 C-09 STORM WATER WAXY O 1, 12"X 12' CA PCH BASH BY ADS OR APPROIEO EQUAL 2 2X 2OPE CGETARD SWALE PER DETAIL TN. 3 6-PVT PVC' iSOP 35) STOW DRAW PIPE 01X AN SLOPE 4. RIP -RAP BRRGYOSSPAAW PER.9/RA7 D-44 USE12 WCCNC 127FMCK OWR 11' DECWPOSED CRAMTE FI RR BIANGFT S 66' X 26' (17L6 ff) BO MNXTRATCW BASW PER DETAIL 'C' SPED FOR 4X OF NEW AAD REPLACED AHERAOAS SUWAICE AREA 6. 8' WE IREO ORAN WIN TRAFFIC ORATE BYFDS' W APPRO19 EQUAL 7 4'OA PVL(04O) FEWWAIM SIQU-DRAW PIPE AT MN. 1X SLOPE 8 BROW D17CH MR .SORSO D-75 TYPE 8 9. 12' X If PCC LMRWNS GIW BASIN WIN SIM ORATE Ta 11'CIA ASS PEE WH OIERROW GRATE BONDS OR APpRon EQUAL IL B' PI7 PIC (SCR-35) STOW DRAW PEE 0 If MWN SLOPE 12 COWECT 70 PRISING 6' OA STOW DRAW PIPE (SOOLAE 40 PIC) AND EXTEND EMSTNG STOW DRM H FEE OF SLOPE O OLRET. CONTRACTOR TO WRIFYPME PRIOR 70 CNSRUCRN AND REPORT TO ENOMER ANY DISCREPANCIES MIT IRS R ML EUSTINGEASEMENTS 0 A 12' WDE EASEMENT GRAVID TO D MWTAS SAWTARYDISRCT PER DOCAWNT RECORDED CCINEW ILL 1964 AS RECOPLED FILE N0. 191M B. CENU LINE 12' WDE EASEMENT ro SOW PER DOC RECORDED JA/64 AS FILE NO 64-42517. C. 5' MWE EASEMENT 70 SIC# FOR PUBLIC IRIDES PDT DEED RfCWM NOIEM&R 24, 19JO W BOOC 181Z PACE 445 BE LEERS SAID EASEMENT OUALAW D PER DOOf 2019-0335429, RECORDED AUGUST 09, 2019 OF OFFICIAL RECORDS 0. 5' WOE PWYAE OPANACE FAffMFNT PFR PARLYL MAP I6M1. E 20' PRIM 7F ROAOWAY, UIUIES AND DRANAC£ EASIMENT PER PARCEL MAP 16481.. F. 12' PRIMIE OWVFWAY EASEMENT OECD PER DWI 2019-02287750, RECORDED BUY 17,, 2H9, DR aFC1AL RECORDS. 453 OCEAN VIEWA VENUE ESQUIVEL ADU API: 256.313.31 No. 44173 :o a i 06-30-21 o CIVIL d ° � 10 2.0 rc SCALE: 1" = 10' DRAWING NO. 14257=G $HEEr20F3 LDEV-011229-2019 LHENO SMRDI. PROPERTY BOUNDARY _V PROPS LINE �� s \�� 5 o PROPERTYLRE/WGIT LP war �- \ I ® 4 \ (A•��\Ra 5 EwCON Tow 83W -- 1 _ 1_ �xis�7� e 0 8 e rEWELEVARW - e -- " - ENS7MG CONTOUR -�2 - 11 11 y2 1 BZAV WALL ` 4 2 156.8107`N• e ° z ca e l .j.�' 2 KE 2DbF A( .1 F. 1411 .. �g Y \\ ENSMIG ELEVATION X 82.43 .-iW30)'.gp',y WAIL `` 9 - / 9 - '1 - �/ 0 \ LfTER OF PDFM.59M TO GRADE ONTO PARCH 2 °� I ' N \ v/ HEYAIRIN ABOW GRADE 160.0 Daffm % Sg (APN z56-J13-19J. %Z [f77ER OF PERMISSION 2:17 .a '-ps - 7 PUN�IX' COMRELE RAKMIN' BY ANDREW T. GARCIA AND KRISTA A. GARCA DATED OC70&T lS 1019 AfMC156-J1J-Jl. CONCRETE MASONRY RETAWMVC WALL rr PERMEABLE PAYERS ®I �jl'1I �120n I\NlBALPoSi som4Lv B'0-WINAM BAS9END NALL 7\DEMOLISHd y F 74 CMTRUC17ON Nora: PA G�C� E L `r� g WC 05I4AY Q ° g 1. EXISTING TOPOGRAPHY SHOW HEREON PREPARED BY SAMPo ENGNEERRlC ON RIMS/I& PROPERTY LINE BEARINGS AND DISTANCE I y!�/ 4 SHOW IERFON CALCY/IATED PER PARCEL MAP NO 16481.- 2 A PREEAWNARY RRF REPORT PREPARED BY all GO VILE I I 1 7 d _ I _'_ I _ _ - JO° DJA URLITY Il �- -7 yEUTA COMPANY DATED NOWMCER zgg 2018 AS CWOER NO I I I - ? - - NO lD \ $L 7J7/8011331-FM HAS BEEN' RENEMED FOR ENSTAIG ON -SE 1 \ - ° AP X. 6" PYC SNRM DRAW PE4 581E-G a 15 " _ I51.1-SU 15U8 . t EASEMENTS SEE IRIS SHEET FOR PLOTTED EASEMENT I 1 �1p \ _l 43R _� 15734� '07311E J. ALL ON -SITE STORY DRAW DRAINAGE SHALES; AND SUP AREAS I IM700EN 7 -�� \ 4 ARE PRNAIF AND SHALL SE MAINTAINED BY TIE PROPERTY OMWER. I I \ ° ° /15550 4. WALL HEVA TONS SHOW HEREON MAY VARY DURING I I I q° ° TG 1555E 1555E \ `vn•I ° \ \ \ ry g CONSTRUCTION DUE TO EGSDNG GRADES AND SOIL ENGINEER 1 / \ ` \ ° 5 ° \ /qbq \ 11 RfCOW004ROWS SOY ENGWEER SHALL DETERMINE IWAL WALL 1 1 I / 4 / q \ \ \ \ x \ \ F007BVG DEPRIS ° / a \ ° a ° Siz \ J4 \\ o \ 11 5 ROOF DOW9POUTS TO SE DISCHARGED INTO RANIER LANDSCAPE \ GE �t,�` ` AID BEO-NZ IRA RON AREAS PRIOR TO DISCHARGE 70 THE \ y.� 1 'L- D /x161.56 \ ° ° + 6 x155n ° SATISFACTION OF 71E CTYENGNEER. WATER SHALL NOT BE ALLOYED \_ ° pd1 7 / 70 POND ON SITE AND SHALL NOT DRAM TOWARD SLR FFOUV&MTTNSlC \\ �,P\� p CF.. �, 15590 \ \ \ \ B 6. ALL EXISTING AND PROPOSED DRY UNJTYLASS SERMNG RE \ ° \ /° \\ \� ° / 0 15588 ° °� SU&ECT PROPERTY SHALL BE INSTALLED IMWFRORIYMD. / 7 CONTRACTOR TO LOCAE AND PP07ECT N-PLACE EXISTING WA79 167.90 TO FOUND LEAD A' Sg-i//� ° I ° \�6 CONIC STIFLE AID W41ER METER. RDV OS/( LS 4J56 ° \ v 7 / \ \N 9 /49.B6ca & EXISING SURWY MONUMENTS STALL BE PROECID9 N-PUCE. E 11667.53 EP \' / CONIC WWAY °\ / \°0 6h ANY MONUMENT IS DISTURBED OR DESTROYED IT SNAIL BE REPLACED ' 166.56 EP / ° ° \h9 BY A LICENSED LAND SURWHOR AND A CORNER RECORD OR RECORD I V \ d\ OF SURWY SMLL BE FEED WIN THE COUNTY PRIOR TO RELEASE CE ro 1674E 8 / ° e• 6n b\ \XC{TA DOI�P SECURITIES A SEPARAE MONUMENTAMW BOND MAY BE REWREO VT e x a -' / a '\ 60' \�' ?0 8 \\ AT IPE NW710N OF RE On E gM.. �. ,e ° \° '` 9. ALL SIREE79CFS lIOIIS LIMPS U7RIlES ERG LOCATED Wpm E APg70X 4°PVL' WI7E4 PA MO-99090v�i g a \ V° 970+ \� ' i49.42 I 8 THE P4DUC RWNT OF WAY SHALL BE PRONE R PLACE WR'NG 7 6. 1 EP 166,P0,� \ \ \�Dow CONSTRUCTION OR WfACD 70 71E S497AC70 CE ➢E CITY ENGNEfR. I6776 EP _ 10. ALL ROKMIN75 BUTT R LSE RIGHT CE war NOT TO ° � \ EXISTING RESIDENCE 149.J6 I SATE EWGO REGIONAL & ONAL STANDARDS ARE TO Rd'YAIDYYAIN7AINED X7.9 BY THE RfSIENr ° / IT. BAPS SHALL NOT BE REMOWD KNOUT A PERMIT FROM THE CITY 9 I ° ry �60' CONIC ° IEGETATICjG 11°DIA PALM I I /2 GRASS AND LANDSCAPE AREAS DE9'GM7FL FOR STORM WATER POILU71M CONTROL SHALL NOT BE MODNRD WRKXIT A PERMIT FROM THE CITYII�� /(!�1\\ I��( (�,, I1 _�5j� wI "' t11 9 149.41 I I x1 I lI EXTERIOR POD SIDEWALKS AND PA710S SHOULD SE A MEMMUM 4 IJ W IJ L1 V I� lJ PSI k's\65� 16I.O7 ° ° PARCEL A 9 ° 1 /) ry ��` 1 INN BgCK AND FEM4WCD WTH �7 BARS AT 24 ROES CW CENTER M B07H OWE USELMYf55 DETERMINED ORNERWSF BY AE 16531 TH 7 `�p Q� 149.74 / SOW.EN(IWf,R..KIVIS AND lEWROKiMfNi PER SDI(EN(WEER. 166.46 \ �a ° CONIC PATIO ` It GRADE 9E TO DRAIN TO CATCH BASINS AT 2S MIN SLAY x \ 3 ° d 5 RREESS N07EV OIIERWSE /5 CONTRACTOR TO LOCATE EXISTING WATER OffCURRENCY 16540 TW 16R92 ° ry l60.64 // l 1521 / 150.W 2WMG THE MAR RESIDENCE AND EXTEND THE SERWll 70 RE NEW161ADIL.11 PEC, EL:/1B7.4) 16. CONTRACTOR TO LOCATE EMSRNC T E,R UERAL CURRENCY y 15..9 x �✓ W/CONC%ABAC UNIT SERMNG THE MAIN RESIDENCE AND EXTEND THE S'PMCE 70 71E NEW / ROE( AL ;fix �64156.1 \A' 1 149,27 / AW. = l 6_ x � l6/4 'o \ 1573 X(\ 17. COPPERS DRHKWAY SHALL NOT SE LESS MAN 5INGO PCC CHAIN LANKK fENCf �� - - W 7An0N I 7 7 (gs 00 12 INCHES OF COMPACTED SMGPADE SOWS 9MGRADE SOILS AR6'ZOY17Y /1490'- SHAPED BE COMPACTED 70 A MWMUM OF 90 PERCENT OF TIER A T- - �14 WOE KEYSTONE LL L4BORATORY MAXIMUM DRY DENSITY CONCRETE SHOULD SE REINFORCED WTH NO.. 4 BARS PLACED 18 ROES ON CENTER IN \ BOTH DIRECTIONS;UNLESS DETERMINED ORERWSE BY 7W SON 24" MIN, UNIT ENGNEER. ANCHORS (7)P.) O N BRASS TURF L OPTION OWR II I 1& ENSMRG UNITES AND STORM DRAW SHOWN EEREON ARE LANIXWERE % 5% \ APPROXWAIF AND BASED ON AVAEABLE REFERENCE ORA TIE DAME \ CONTRACTOR SHALL LOCATE ALL UNITES AND STORM DRAW !AW PRIOR + [p TO CONSTRUCIRN AND NOISY 71E DOUR OF IWRK NTH ANY _ + \ f DISOU`" 11=III III - I 142U -III-III-I-I-I - = III -III -III -I 1-INN a4 A�A� cGSH 1=1 1=1-I I -III -I =-I 1=1 1=1 1=1 1=I Wy k E DECYRANWPAPERS11.=1111-I ,� II II II I- T"II OHO `� PEW ING COMSE - Y jr*m Am - CE IA' 70 JAN (NO. 8) i III- NOTES ACG4ECAff �- -III I. PLACE 3 ANGERS PfR RE YARD OFAMZERAL 2 FOR GRASS OR IIRF CP7ION, All U14HC4' IRM 450 \v/ CHOWR COURSE - 4" z _.. 7URf REM1SPORCEMENr MAT. Na s7J aNJ IN"p V I X o J90 4 TYPICAL STATED DRAINAGE SWALE W. 6" RMCN 20" MW NO SCALE 11" D'A ABS PONE WRH OM73LOW 1 s OAGOOr J'r\� PROPERTY LINE IXID ROOTED O7p/GIr LXUIE BY EFTS OR APPROVED EQUAL (8 ME s- 7 FOR HELL DRAd1M0 SOY `1 = SOY 9ANRADf 1'-J" OF HAROM AUCH ADZES -ALE PAWRSATf MUST PE CSEALED ONC AND FREE CPD?H A(SAND, .SET, E7C) . -TIE PRIERS SHALL NOT SE SCALED ONCE RE WD ORE R HAS BEEN AWED O p, -UCH A'CKRSE SHALL SE MWALL H CONTACTED 71E PU(21ENT CE NEAT GORSE -PERMEABLE fI ]FR FABRIC SlAl1 fM UST ALGWC RE INTERFACE BE7NFEN •11" MIN 11" RIM\ 12' � 11 RE J/4" CRUSH NOW BASE AND SYRGRAOf. T WARCLl1ECPROYbVG PEP -� .y' CRUSHED ROLR 4 -7foAL APPROVAL REWIRED FOR USEW WGEY EWAN9W SOY-19Awm MAYBE Rfaffig 'DI'0-/NFKLRAR(R LNONEPMD SOL LAID? SHALL SE MMIWW l8- DEP&WY LOAM SOIL MIX NTHNO MORE 7HAN SS CAY CONTENT. AF MIX SHALL CONTAN 50-6OZ SHIM 20-JOZ COMPOST OR HARDWOOD MULCT, �. j-1 AND 20-309 TOPSAIL THE EFTECRW AREA OF RE BASIN SHALL SE LEC 8/0-INFILTRA7I0N BASIN DETAIL n N75 V BENCHMARK AS-BUILTAPPROVALS CITY OF ENCWATAS SURWY CONROL PONT NO. 1024, 2/24/21 A 25" Da N SPEWAU' IN 71C 5WIH FAST If L VA ItP4BVC QUADRANT LEUI ARA BEND. AND ORPIMIl5 A W 2-25-21 PUNNING EIfYARgF: 17850 DAIRY: NAM QU iSR. CNR W OM TREE KEYNOTES: CHAIN INKS -r�A \ DEMOLISH/PROTECTIN-PLACE Q x I. DEMOLISH EXISING W. N89701YW woo _ 2 DEMOLISH EXISING WALL 24 b" % 3 DEMOLISH EXISING Sv v x 4. DEMOLISH EXISING FENCE 5 DEMOLISH PORRONCFC(NOWIFDmVEwAY \VEC{TARO4 & R70ffCTENSIING IRH W-PLACE. 6 A V I x A I Z PROTECTEMSTING WALL W-PLACE \ \ I74.9 \ \ \ & PROTECT EMSIMC CONCRETE 0.4/VEIYAYIN PUCE 9. PROTECTmSONG BOILING Av Pu¢ 4 a� 10. PROTECT ENSRNG WHORE IE WALKWAY 64 PUCE O \ 211 11.. PROTECT EXISTING CLEAN-OUTN-PUCE 11 Vv \ �.,,� \ \\ 12 PROTECT EXISTING PENCE M-PLACE Ia PTMCT E ISANG BATE BALL POST N-PLACE I4 PROTECT EXISTING CATCH BASIN N-PUCE q \ I \ \` \\\ \ \\\\\ IS R70/ECT EXISING UNITY N-PUCE �j N 16. PROTECT EXISTING WOOD DECK W-PUCE \ e\\\ \ \ 17. R70ECTENSTING STARS N-PUCE. �° .. C2' % 4 50, - \�\ 1& 70 WRW CONTRACTOR Y PIPE PRYER LOC.A7EWS AND HEVA70S TO \ CONSTRUCTION AID REPORT TO f 62M.. - � " 19. R70ECT EXSTING WATER AM ANO ROW -Off M-PLACE 0 : � SD _ _ _ _ `C _� _ -- 20. R70ECT EXISTING STORM DRAW PIPE M-PUCE 17 21 PROTECT EXISTING SEINER AWE M-PUCE 22. DEMOLISH EXISING RIP -RAP 23 REMOVE AND REPLACE PORTO CE THE E.VS'TING FENCE AT RE SAME DA EACHT LINE\ LOCATION AFTER CONSTRUCTION. \ 134.7\ d ` NEW IMPROVEMENTS ❑ d.`d• \ n VG \ \ \ I. NEW ADD PER ARCHITECTS PUN. `\ 2 1 2• % \\ 2 CONCRETE LAIWWAY WIN HEAVY IN" FRCS/ FOR ALL PLC>IST SLOPE � \ SEE NOTE 17 FOR OM SECRCW A=J e b \ \ \ 3 CONCRETE PAD ON GRADE 1 1 \ \ N 4. PaNEANf PAYER DIA'VEWAY BY LAY -EGO SOF OR APPROYfO EQUAL \ 4 \ \ \ \ PER DETAE A. 5 I \ \ \ 5 COVLREIE MASONRY WALL PER S)RS) C-4, WALL DRAWS PER C-& 11 1 \\ \ \ & CONCRETE MASONRY WALL PER S)RS) C-6, WALL DRAWS PER C-& N \` 7 CONCRETE MASONRY WALL PER S)RS) C-S WALL DRAWS PER C-& \'� rtVO•� Jh 4 2 1 \\ \ g \ \ MS 6f7 & STAIRS ASOK GRADE PER ARC FACIS RAN. 1L IN/EHSIA/t 5 9, CONCRETE MASONRY WALL PER 97RSO C-1, WALL DRAWS PER C-& 10. POD OR CONCRETE MASONRY CUT CET WALL PER SIRS) .9'-07 WRIGNT F007MG 12411 \ x 11. OffPU' O9ufNAY EDGE TO MIN 7 HOPZONTAL DISTANCE 70FACE SLOPE 5 _ 1 II r \ \ (MINJ 11 w \ A I I3 KEY SOF WALL 4. DO PART o I a� 11 4 i STORM WATER QUALITY O e l II e. 1 GARAGE :p 1. 11" X 12" CATCH BASH BYWS O7 APPROWD EQUAL 3 I 3 F�( N\ \* a a PAD 132.5 2 1 1 I 1\\ 5 \ 3 6" PVT PIC (SR-35) STORM DRAIN PONE M OF MM SOPS ti ' 4'v 4. I I \ \ RP -RAP ENERGY DISSWATOR PER 97R97 D-40, USE 0 SAWING 11"RRW 5 3 I I CIF I II \\ \ � 5\\ 04£R11'OECRIIPo.SFD GRANITE Fl(IFA BLANKET. d a IV \ I 5 6.6' X 16' (171.6 V) RV-dWXIRA NOR BASIN PER DETAE "C" 97ED FOR 4%CE NEW AND REPLACED /WERMGIS SURFACE AREA. �.. II CRASS TIER I 1 111 \ R;,yyy�` \\ 6. 8" WE REACH DRAW NTH TRAFFIC GRAE BY ADS' OR APPROVED EQUAL 5 1 1 LING Slf I 7. 4" OFA. PKYSCH40) PERFO7AlED SUB -DRAW PIPE AT MM l%%CPE. \ 8 BROIY DIICI PER 5A459 0-75 I1PE B. 9. 12" X 11" POD BROOKS CATCH BASH WIN STEEL GRAB. ll 0 3 I 3 1 4 \ 10. 12" OU. ABS PIPE NTH OWNIOW GRATE BY ADS ON APPROMD EQUAL 11.. 8" PVT PW (SR-J5) STORM DRAM PIPE W TV AM SLOPE. i� .. AIV (MIT \ I \ I 12. COWEC7 70 EtISRNG 6" DIA STORM ORAN PIPE (ZMA'HE 40 PVC) AND x / n 1 II 7 \ I 1 \\ EXTEND ENSONG STORM DRAW 70 TOE CF %CPE W OUTLET. CONTRACTOR TO WRWY PIPE PRIOR 70 CONSTRUCTION AND REPORT TO ENONffR ANY a II DIET :< \\ 11 �o �II DISCRETANOES NTH THIS PUN ML HMSO 1 1 I FG lz41 \ EUSTINGEASEMENTS NEW ADU BMI123 �� t b0 I I \� A. 171 E EASEMENT GARTH? TODVWTAS SANITARY DISTRICT PER 1 F F 1 33.E x J�u GG 11, DOLVMENT RECORDED OCTCBER zi, 196E AS REVIVED FILE NO 191M PAD 133.0 '3o a �. SD \ I \ \ R CENTER NO 12' WDE EASEMENT TO S)GkE PER OCC PEl'(RMD J/6/64 I II A' T 1 , �!/Tn 1 c ,x 1 �. AS Rlf N0. 64-41571. 1 J 132 1 Qv I 10.50' 1 i 1 CIF r 1)A „ 1 V 2 1 I &'+ I 7x I \`-' C 5' WOf EASEMENT 10 S0.^df FOR PIIMIC UNPINS PER OffD RECORDED I 4/' I I 1 Q` NOWMBER 24, 1930IN BOOM 181Z PACE 05 CE DEEDS SAID E42XNT 0.SI a H t, 1200 IOOO, \I \ W112NUED PER £D DOC/ 2019-aU5429, RECOR AUGUST 09, 2679, CF I CB 1\ OFFICIAL RECORDS J o -a a P a 5' WOE PRIVATE DRAINAGE U.RAEM1'7 PER PARCH MAP 16481. 1 5 IN M B 1 \\ \\ 11\ ^ i \ L. 20' PRIVAE ROADWAY, UAJIES AO7 ORANAGE ESEMENT PER PARCEL IJ49 11 5 3 MAP 1648/, 2ZOU C\ R^` y 1 HAIN LINK FENCE I \ \ J--x � y �_ _Jx Ly \��` XF. I1'PRIVAIE DRIKWAY EASEMENT OffD PER DOC}ZOI9-0187750, RECORDED DAILY 17, 2019, OF OTWAL RECORDS x N897/36'"W ITLOI' f T ABBREVANONS �/ E pe - R81' AC.' A9WA(T CNCREE OR `v! 1" 67M' 60TTOM T L sq =G y Od BW BOTTOM CF WALL y •r- '�' `V z CIL' CATCH BASIN w $ n d am M -_ COMO CONCRETE p No. 44173 rAn az 5 OS HEVAT W7 * 06-30-21 H. DOW ON ..'WALL DRAW PER F. FbWSH ROGR 'rlgT OINK SLRSI C-8 (TIP) HP HIGH PCN FOF CAl\F� Q e M NOT ELEVA RON z RE' RETAINED HEM RON � TO TOP OF GRA IE L L r rYa� VP^i n n•� L.• ar � e ■n 7W NAP CE WALL 10 5 0 10 20 CROSS SECTION /1 M PARR LEWL / 4 rc 1i5• NEW SHEETLz f/�\2 SCALE: 1" = 10' i ENGINEERINGD/V/S/ONAPPROVALS CITYOFENCINITAS-DEVELOPMENTSERVICES DEPARTMENT DRAWING NO. RECOMMENDED APPROWD. GRADING PLAN FOR: L OCEAN VIEW AVENUE VW* BOY& J. 5ItE N ESQUIVEL ADU 1425E G APN: 256-313-31 2A DATE DATE RANrypG CASE W. N/A SHEET�OF3 a LDEV-011229-2019 RAPORARY EOCITY OREM DAM PER REAL f AND MM , STANOMM T- 1 % 04PORIRY 2T FENCE PER DETAIL G' AND CASOA OETAQ SE-1 I I4 `4/ -T� FW PUTS Sa , pp 4 i1X i a C IIy OA SEMI SE 5 5EE tWAN'.=z 2 •iTi � _. CEO }l �r 2 "» . �} �58r.! f4 gE a ell 2 � � I 1183TEMPWMRYSETFENC[ , r: 1PM ITYVELOOTY PER DETM 'G' '"P OffOY DAM PER DETM E' AND AND CASOA 4 CASOA ASTANDARDSSF-4 F c. T RMAWARYCOOTY 2g b \ CHECK DAM Pc7t DETAd Y le L a F AND CASQA SE - 4 �STANDARO 4 4� ill Az,r � P NO In C7 3 �A IVDDDEN - TEMPORARY STA&IIZFD 5 "tie, 'CL4V91RUC11LW FINANCE ' PER DETAU. O' AND CASW r,5>ES OEFM IC-1 f 'LS.kTi x\ c I+�PN� 450� itIr pl z a ,INC D�'VFWAY , 4P pli 4` VC HATER PER MD-88080v7 I b 2rP lab a0,;°� COVG 10 Ft it;I 16a6T 144� \ L N ,2" DIi PALM - g i �, bA C� �II� 73 .1� Ei19 565. �� `riLL, C�) 1 aTaO IN 5 taf 4a '65,it a CONC PA P) Pr t''Y,h al✓i Et. 1645 u la-0a { r YAW JNF FFhq W y ydd y III y a W y rear runs v y y / EA"I50NC- RES61EET rr' 1 6I ,E TEMPORARY SILT FENCE ° TEN LETAX G' AND GAZA DETAL SE 1 � � aNr �.� A r �� 'r �✓ 12 TWA MET PROUTION ` V PER OCTAL Y a• CA914 `- 1 V (EVDCFAA. SE l0 r r 4 y - ��� TYPICAL BJIfT PR01EC170N �} � jVB r PER DETAIL f' S CASOA it v DETAIL ff 10 41 l3Tl2 /"Nt.%AB- �, k, N Oh d41r L x y' N8a20�1B r149G —"-''" Note. fiber rod Isng nq o level ontour. along \�\ Fiber roll 200 man mm , rr� verticalmore, ' y Y measuredg ibs QI y E face of the slops E Varies between Install a fiber roll n Q c 'E 1q lgmm 2.4 in and 6.0 m slope where it transitions r'Yi wood stake into a steeper slope max 1.2 no spacing TYPICAL FIBER ROLL INSTALLATION ENTRENCHMENT DETAIL N.T.S. N.T.S. ENTRENCHMENT DETAIL FIBER ROLLS n II NIS CITY OF BRINNAS SUR4EY COVMOL. PONT NO. 1024, A 25' DISK 61 SMEWALK IN 71E SOUTH EAST QUADRANT LEUCADIA OLW. AND ffibF US AV£ ELEYAMAM 178.543' DANLM" NAM 88 i \t TEamcwAkr mrFEnre PER DETAIL C AND CAM DETAX SE-1 FTBER ROLLS PER 07A8 Wit CASQA DETAA SE-5 tS t3' SE GMKOBMA Sailil ER QUALITY ASSTIGA MIN (GASQA) STANDARD OW, NO IC-1 FOR ADDInONAL INFORMATION �. a-_..� " 5. r I RY YErAtt E' rNr CJKGY DAY PER DETAIL C PER DROLLS i *a ar ® AND CASOA PER Di iT R �4 STANDARD SE-4 CASQA DETAIL SE-5 a . -43 tith31 � z 1EY{gRARY. �/ffNQ �� DS,320c x_ PER all 'C _.� .. AND C450A 07AY. SE-1 1 71%ir x1v i i' FhPM.AL MET PROIECMMI - PER DEINI Y A CASOA L, I DETAIL T-10 t ; , IYflGM fi9ET y� PHO7LSTNM PER DETAt Y A CM TYPICAL 1NL£T PR07ECROY OPIATE ,�E-lD �I 5`_ AS DETAIL Y A L'ASQA s 9 = Y u x r z07 DETAIL SE IO _-. , , 0 1 I1 � r ,Infi R \ OF�. TPIPORARY VELOGTY I.C1, 8 ' CHECK DAY PER Of E ).7 AND CASOA STANDARD 564 137Wu 1 I4� � T I}rt—,. TEMPORARY SLT TENET ,\ 1`\ l } _ USDA -,n PER G' MID' a ,LID CAST./ 0.7AH SE 1 s ; l RµoFESSFO,yq DE8@TTNO84MFIl01E,' BICWETENB(M BASNS SHALL BE EXCAYAIED AND USE No. 44173 , AS GERINLG BAZ5 DURAVG WRIA750A RAE SET f 06-30-21 s WU On 00IMETETY READIED AND DIE BIDRERWRON d). C1V15, �Q BASINS CaftERO ONCE F7NA STE STABILIZA➢ON IS gT4'OF CAE AMMO, ERRAR TO 00"ANCYAND/OR FdVAL 10 5 0 10 20 SCALE: 1" = 10' OW90 Q. SMALLER THAN 610 SECTOR A -A f•i I II LVSMTG Oil TYPICAL STABILIZED CONSTRUCTION ENTRANCE D NOTE GRADNG INSPECTOR MAY ALLOW C'ORRVIGANO NO SGM£ SITE PANELS ONLY WROT AGGREGAIE 24- NOT (MEN) AEIR OL'EFBNG STE C.MI am STORINI QUALITY FAR DRAINAGE OLfRELOW ASSMAMM' (G4SQA) STANDARD DMG NO 2 BAGS HIGH (111p) ----1 WIFRf NECESSARY % Sf-4 f0.4 AOINnQVAL INFORMAMX! MOWN FABRIC GRAVEL BAGS STAGGERED (TYP.) TYPICAL VELOCITY CHECK DAM F NO SCALE 4' PVC ARE FAR DRAINAGE CALIFORNIA ST071/WA7ER QUALITY OEPTNObVG ON FIELD COW,npYS� ASSOOA70V (CASOA) STANDARD DWG, N0. 9E-10 FOR A67/MwAL WORIM TO Ft4fT7Idn;7.I TYPICAL INLET PROTECTION F NO SCALE 1. SET POSTS AND EXCAVATE A 4" I X 4' DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS i 4 INCHES 2 ATTACH THE SILT FENCING MA IERIAL TO 2'YGODEN THE POSTS AND EXTEND INTO THE TRENCH J. BACKFRL AND COMPACT THE EXCAVATED SOIL. POST OR APPR04£O EQUAL P111 FLOW FRIER FABRIC WIRE 14 �I- NOTE.. SEE CALIFO.RNIA S]ORYWATER QUALITY ALTERNAME SLT FENCE CONS7RUCBON MAY BE USED I K FIRST APA70VED BY DYEBYGINff.R O` WWK AND ASSOLQAMW (CAS'QA) STANDARD or No,BILE #159ECTOR SE-1 fA4 AODIMM�AL INFOFWAMXJTYPICAL SILT FENCE NO SCALE% CITYOFENCINNS 2/24/21 __®VWA .TINS a...,.., 1A NiP....wp• 1' iY�lillil�-� JECE NU �. f• , r,v., r L Ir.Y 453OCEAN VIEWA VENUE ESQUIVEL ADU APN: 256-313.31 _0 MI 1 4 14257-G SHEET30F3 LDEV-011229-2019