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2019-14383 G (Plans) (2)R1GKT OF WAY hIM ❑VNER IS TO OBTAIN A CIINSTRUCTION PERMIT FROM+! THE ENGINEERING DIVISION AT LEAST 48 HOURS PMOR TO WORKINS IN THE PUBLIC RIGHT 13F VAY, FAILURE TO DO SO WILL RESULT IN ISSUMCEE OF A STOP WORK NOTICE AND D❑UE I' PERH:T FEES. IT IS THE RESPONSIB70TV OF THE UVNER TO KNOW 'wIHEFRE HIS/HER PROPERTY LINE IS. DRAR4AGE NOTE NO CONCENTRATED IIRAINAGE FLEIVS ARE PERKIT'TED OVER AIDjACENT PR13PEIZTY LINES, WATER IS TO DRAIN AWAY FRS STRUCTURES FtH A MINIMUM OF 5 FEET AT 2 PERCENT AMID BE CONVEYE1 TO AN APPR IVED DRAINAGE FACILITY. LMLHTY NOTE ALL UTILITIES SER INN 7"15 SITE SHALL BE IN 1'ALLEII UNDERGROUND. GENERAL NOTES 1. ALL VDRK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIE ICATIC!4S F13R PUBLIC VOR S CON TRU^T30N. THE RESIGN CONSTRUCTION ST4NDARDS OF THE CITY OF ENCINITAS WD THE SAN DIEGO WEA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS TE-EREFROK SHALL B£ APPROVED BY THE CITY ENGINEER PRIOR TO ANY EREEWUEST FOR�INSPECTI 2, Ti [1IL RIPLED 'PRELIMINARY GEOTECH CAL ICI C TI TIOhI� GEOTECHNICAL INVESTIGATION AND FOU1' DAT10M RECOMMENDATIONS PROPOSED NEW rmN (RESIDENCES TO BE LOCATED AT2381 MANCH€STEIR AVENUE, PREPARED BY E lIG, BATED ❑CTOBER 16, 201Q, AND UPDATE EATEDi _-- ----, EDG Pr-oject No. 166013-1 SHALL BE CONSIDERED AS A PART ❑F THIS GRADING PLAFT ALL GRADING IAA-L BE DONE IN ACCORDANCE WITH THL RECOMMENDATION AND SPECIFICATIONS CONTAINED IN SAID REPORT. K HL R CONSULTING AS SOILS ENCINE=ER OF rLI�U Ia �.IIE_L 'u==VA : AI]1 EE EENCE: TO ALLflMI 31ATiONS Aran SE'EC FJCATIONE 3. SE<I E APS AND E�E1�EaItS E ONSTRUCTi❑t�1 1,�iT`E�iIMi E�11BE. RIGHT-CF-WAY OR EASEMENTS SHALL BE REQUIRED IN MNJUNCTION VITH IM PROVE MEEN7 PLANS, 4. WRITTE4 PERMISSION SHALL BE OBT41NEI1 FOR ANY [IFF'SITE GRADING 5. CONTRACTOR SHALL TAKE ANY NECE SARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PRCPERTIES DURING BRADING 3PEERATIONS, ANY -THING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPCINSEBLE THAT ANY KONUMEN7 I3ER BENCH MARL{ WHICH Is DISTURBED OR DESTROYED SQL BE R-7-EST BLISHED AND REPLACED BY A REWSTERED CIVIL ENGINEER E3R A LICENSED LAND SURVEYOR. 7. THE C0147RACTOER SHALL DESIGN, CONSTRUCT AND MAINTAM ALL SA!` M DEVICES, INCLUDING SNORING, AND SHALL 13E RZSP13NISIBLE FOR CONFOERHfNG TO ALL LOCAL„ STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAMS AND REGULATIONS. S. GRADING AEA EQUIPMENT ❑PLRATING WITHIN ENE -HALF (1 2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SKALL NOT BE CONAXTED BC7WEsEN THE HCIURS DF 5F30 RM. AND 710 AM, NOR [IN SATURDAYS, SUNDAYS AND CITY RECOGNIZEM HOLIDAYS. 9. NO GRADING OPERATIONS SMALL COPKEWCE UNTIL A PRE-CaNSTRUC"THIN MEETING HAS BEEN MELD CHSIT£ VITH THE FULLOVING PEOPLE PRESENTi CITY INSEPFCT❑R, CIVIL ENGINEER SAILS ENGINEER, ER, GRADING CON7 RACTOR AND PERMIITTEE.E. THE PRE -CONSTRUCTION MEETIT SHALL BE SCHEDULED WITH THE CITY AT LEAST 49 HOURS M ADVANCE BY CALLING C76113 633-2770, 10. PRIOR TEO HAULIN5 DIRT OR CEINSTRUCTICN HATEEfRIAL.S TO ANY PRaF111SED r-ONR7RUCTroN SITE WITHIN THIS PRDJECT THE JJLVEL[IPER SHALL SUBMIT TO AN.D RECEIVE APPROVAL J`ROM THE CITE* ENGINEER FOR THE PROPOSED MAUL ROUTE. THE DEVELOPER SHALL COMPLY VIT8 ALL CONDITI13NS AND REGUIRE14EENTS THE CITY EENGMER MAY IHPOSF WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERNM BUT PRIOR To FINAL GRAVING APPROVAL AND/MOOR 1wI+VAL RELEASE OF SECURITY. AN 'AS GRADED CERTIFI AT7DNW SHALE BE PRU IDED STATING, 'THE GRADING UNDER PERMIT NOi � G HAS BEEN EPERFO PERFORMED IN SUBSTANTIAL E.:OWORMA2� -E VITH THE APPROVED GRADING PLAN O AS SHCVN ON THE ATTACHED) F4 --GR DE1l PLAN,. THIS STATEMENT SKA+LL BE FEOLLOWEI3 BY THE DATE AND SIGNATURE 13F THE CIVIL ENGINEER VHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GFRADIM SHALL BE IKSPE:CTED AND TESTER BY A QUALIFIED SOILS ENGMER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BA KFILL.S AND COMPACTION OF TRENCHES, ESL SHALL SUBMIT SOILS REPORTS AS REQUIRED AND VILL DETERMINE THE SUITNIBI.LITY ELF ANY FILL MATERIAL. UPaN W-ETIfON OF GRADE14G OPCERATIO€VS ITC SMALL STAIEE THAT LUSLRVATI❑NS ANII TESTS VEERS, MADE BY HrN OR IJNDER HIS SUPERVISION AND TMAT IN HIS 03IN113N, ALL EM3ANKRENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDER USE, 1 , THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE P❑SITIVE: DRAINAGE AND PREVENT PONtING OF VATER. HE SHALL CDNTfROL SEJIRFACE VATER AND AVOI.I DAMAGE TO ADJOINING PROPERTIES OR FINISHED W13RK ON THE SITE AND SMALL, TAKE REMEDIAL MEASURE TO PRE7VENT EiRMION OF FRESHLY GRADED AREAS L; TIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL HEASLRES HAVE BEEN INSTALLED. 14, ALL AREAS T❑ BE FILLED SHALL. ICE PREPARED TO BE (FILLED AND FILL S#fA+LL, BE PLACED IN ACC[9RUAN'CE WITH STANDARM SPEECEFICATION. ALL VEGETABLE HATTER AND OBJECTIONABLE MATERIAL SHALL BE BEHOVED BY THE CONTRACTOR FROM THE SuRrACE UPON WHICH THE FILL IS TO $E PLACED. L CO E FILL AE M ALLUVIAL SOILS SHALL BE REMOVE13 TO SUITABLE FIRM NATURAL GROUND, THE: E XPOSED SOILS SMALL BE SCARI€'IED TO A DEPTH OF 12 INCHES AND THEM! COMPACTED TO A HINtIMU4 OF 90 PERCENT. IT SHALL BE THE CONTR?ACTUR'S RESPONSIBMTY TO F'4-AC-, SPREAD), VATER AND CQMPACT TKE FtL.L. 1N STRICT ACCORDANCE VITH SPECIFICS TERNS. 15, CUT AND FILL SLOPES SHALL EE3E CUT AND TRDIME D TO FINISH GRADE TEO PRODUCE SMDUTJ4 SUREF ACE AND UNIFORM CROSS SECTION, THE SLOPES nR EXCAVATION AND ttI HAN MENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED V THE ENGINEER OF WORK AND LEFT IN A NEAT AO ORDERLY COON DITTON. ALL STONES, R05TS AND OTHER WASTE NATTER EXPOSED OR EXCAVATMN 12R EKBANKMEN'T SLOPES WHICH ARE LIABL[} TO BECOME LOOSENED SHALL BE REMOVED AND 71SPOSED OF. THE TOE AND TOP Or ALL SLOPES SHALL BE IREOUNVED IN ACCORDANCE € ITR THE 5RADIN Ci ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECT'ION"LE K4T£ 3AL SHALL BE COLLEC> ED, PILED EIR 10THEFRVISE: DISPOSED OF OFF THE SITE BY THE CONTRACTOR SC AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT ► ND FINISHED AMARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF nFEERIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY EAR PRIOR TO THE DISPOSAL OF AMJY SUCH MATERIAL., 17� THE REMOVAL OF ANY AND ALL CITY TREES SMALL BE CONSISTENT WITH THE CIT'Vs URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED VIT14IN CITY STREET FLIGHT-LIF-VAY, ON MY Y PROPERTY. TOR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CIONSTRUCTI❑N UNLESS SPECIFICALLY APPROVED A R OTHERWISE. i�VE3 G#2ADIhG Ei)(G �fATIE3#J DISTURBANCE OF CITY TREE ROOT SYSTEMS OCCU1 VITHIN THE CITY TREE DRIP L 1 AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OXE;#RMUST EDGE OF THE TREE CANOPY PROJECTION EON 7HE CRCUNII). IF A CITY TREE IS NOT CLEARLY LABELED 70 BE RENCrVED, IT MUST BE PROTECTED 1N PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CCNFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TQ ADDIUSS THE TREE REMOVAL. 18. W ANY ARCHAEOLOGICAL, HISTORICAL QR FALE13NTOGICAL !RESOURCES ARE INADVERTENTLY NTLY DI CII EREII CRAFTING 01 ITY, THE PM,;ECT CONTRACTOR SHALL_ DIVERT, DIRECT OR TEMPORARILY HALT GREOUNDTDIST'URBING ACTIVITIES IN TJ EE AREA OF DISCOVERY TO ALL1 W EVALUATION OF THE SIGI+IIF€CANCE OF SLICH RES€ ERC,:ES, THE PROJECT APPLICANT SHA!�L IWE 31ATELY HHEITIFY l)EVEL0"E�T SERVICES DLPARTMENT STAFF EOF SUCH FINDING AT THE TIME OF DISCOVERY, THE IGNInCANCE 17 T14E DISCOVERED R.f;SCURCEc � SHALL BE ULTERMINED BY A QUALIFIED CH4AE13LMlST, HISTEIRIAN, OR PALE070LOGI T rN CGNSULTATMN VITH THE tEVEL UPMENET SERVICES DEPARTMENT ANTI, FOR ARCHCCILOGICAL RESOURCES, THE NATIVE AMERICAN CEW-MUNITY. THE,: E EVCL1OPMENT SERVICES DlRECTCR MUST CONCUR WITH THE E VALUATID+H PROMDU1RES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING AClIVrTIES ARE ALLDVE t TO RESUME, HANGS NO. DESCRIPTION CHANGE OF DWNER - B-10-20 G CHANGE OF GEOTE_CHNICAL ENJGIN AS -BUILT - 3-16-22 GAC APPROVED DATE 19, AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 70 0.5, IF HUMAN REKAINS ARE FOUND ❑NJ THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION. OR HIS OR HER AUTHORI7ED REPRESE NTATI'VE, SHALL 7KHEDIATELY NOTIFY THE SAN DIEGO COUNTY CORDNER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVAT[O4 OR DISTL z3MCE OF THE: DISCOVER' OR ANY NEARBY AREA fREASCNABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETER -MANED BY A OUALIFIED ARCHAEOLU51ST AND/OR A TRADITIONALLY AND CULTURALLY AEFFILIATEE (TCA) NATIVE AMCRICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE" THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98, IEF SUCH A DI CUVF- RY OCCURS, A► TEWORARY CONSTRUCTION EXCLUSION Z13NE SHALL BE ESTAB41SHED SURROUNDING THE AREA 11F THE DISCOVERY SO THAT THE AREA W13ULD BE PROTECTED (AS DETERMINED BY THE OUALIFIED ARCHAEC)LOGIST AND/OR THE TCA NATIVE AMERICAN HONITOR), AND CONSULTATE13N AND TREATMENT C13ULD OCCUR AS PRESCRIBED BY LAV. AS FURYHER DEFINED BY STATE L.AV, THE CORONFER WOULD DETERMIM WITHIN TWO W12RKING DAYS 13F BEING NUTWIED 1F THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REKAINS TO BE NATIVE AMERICAN, HE FOR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COKMISSICIN (NAE-IC) WITHIN! 24 HOURS, THE NAHC WOULI} HAKE A DETERMIINIATIUN AS TO THE MOIST LIKELY DESCENDENT, IF NATIVE AMERICAN itL8AINS ARE DISCII ERRED, THE REMAINS SHALL BE KEPI IN SITLt('II4 PLACE'), OR IN A SECURE LDCATInN IN CLOSE PROXIMITY TO WHERE THCY WERE FOUND, AND THE ANALYSIS OF THE !REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE< AMERICAN MONITOR. EE ROSQN CONTROL E'r CY VORK IS REQUIRED, CUNTAC HARK DEETJI SAT 6 y22-37 i, �4 HOURS A DAY. rr MD VCR ERS VOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DRAIN 'TIDE RAIMT SEASON (E7CTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL, NE STOCKPILED ON SITE 0" nCTOBER 1 AT I'aNV P?EENT LOCATI❑NS 70 FACILITATE RAPID CONSTRUCTION OF TEMPnRAERY EROSION COI TRCL MEASURES WHEN RAIN IS lmml NT• 3. DEVICES SHOWN ON PLANS SMALL NOT BE MOVED OR MODIFIED WITHOUT THE APPRE)VAL. OF THE ENGINEERING INSPECTOR. IG 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO W ORKIN ORDER TO TKE SATISFACTION EOM THE CITY ENGINEER AFTER EACH RUN-0FF PRODUCING RATNFALL, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY K REQUIRED BY THE CITY ENGINEER DUE 70 AN fNC❑MPLETE GRADING OPERATIUN OR UNF131RE=SEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT AERIE L94SAFE OR ARE POTENTIALt-Y UNSAFE. 7. ALL EROSION C12NTJR13L MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL 9E INCDRPORATED HEREON, A. GRADEC AREAS AROUND THE PROJECT PERIHETEN HUT DRAIN AWAY FROM THE FACE OF SLOPE AT THE C(lYCLUSION OF EACH VORK DAY, 9, ALL REMOVABLE PROTEECTI E DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY F13REECAST EXCEEDS FORTY PERCENT uC' ). SILT ANE OTHER DE3RIS SHALL BE REMOVED AFTER EACH RAII*EFALL. ',l RUWATER POLLIInON COMTNOL PO FT C ONS TT UCnON aWA1IW NOTES F f F FRS ALL IMPERVIOUS SURFACES INCLUDING RMF 37RAINlS SHALL IIISCHARGE OHM GRASS AND LANUMNFE AREAS PRIOR TO COLLECT1UN AND DISCHARGE ONTO THE STREET AND/DR INTO THE PUBLIC STORM DRAIN SYSTEK. 2. raRASS AND LANDSCAPE AREAS DESIGNATED FUR STORM WATER P❑LLUTION I ON7ROL SFKL.L NOT BE HOBIFtCr WITHOUT A PERMIT FROM THE CITY, 3. FALL 1IMPEFRVILUS AREAS VITHIN THE SITE SMALL DRAIN TO APPROVED BHP/IMP WAS FACILITIES AND/OR TO TURF DR LANDSCAPED AREAS WITH ADEOUATEE;� GRC3E. NDCOVCR CON PRIOR TO DISCHARGE FROM THE SITE. ALL lKPER ll0US AREAS MUST SLOPE CON 7EIVARD THE APPR[IVED BMPIIMP FACILITY ANn-00R THE T�J€tEk LANDSCAPEE:D AREAS. EAR 4, NO DRAINS SHALL BE INSTALLED IN HARDSCAPE=, DRI E VAC'S, OR ANY OTHERrmPER IOUS AREA LJNL V;S THE FLOW FROM THE DRAIN D:SE;,HARGES TO AN NO ADEOUATItE D-W/BW' S. DRIVEWAYS SHALL HAVE A MINIMUFI 2X CROSS SL[IPE 7❑WARD THE IMPiDMP IRE AREA OR HAVE Ali}THEIR APB ROVED DRAINAGE SYSTEM THAT IS DESIGNED TO LID COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATEIMP/BHP. OERD 6. ALL STORMVATEJR IMP/BM? FACILITIES SH❑WN HEREON SHALL NOT BEHQDIEIIED DR ALTERED WIT T A PEMT FRS 'THE CITY. MAN 7, THE INSTALLATION 12F ADUITIONtAL IMPERVIOUS SURFACES NOT SHCVN ON THIS ASP FLAN MAY REQUIRE THAT THIS PLAN BE REVISED THAT A SEPARATE MAT EN53NEEERIN PERMIT BE UBT"AINEa II+I 8. ALL EXISTINiG AND f E'ISED TRASH ENCLOSURES SHALL SE FITTED TO COM PLY AT VUTH STORM WATER BEST` HAMAGEMEI+IT PRACTICE REOUIREMENTS. THE TRASH 4 6 ENCL13 URES SHALL HAVE AN IMPERVIOUS, HO -COMBUSTIBLE ♦RE F THAT WILL NOT ALLOW RAID WATER TO ENTERTHE ENCLOSURE. THE ENC'LOSL.RRE SHALL BE PDL L.E KAB AND LOCKED ED VHEEN NOT IN USE. A SCRM SHALL BF fNSTALI. F❑ AT Al-L-A.RO OPENINGS 1 U HLLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOV OF STORM WATER THR G�i THE TRASH ENCLD tI AREA. THE POR BERM CAN BE C12NSTRUCTEtD VIDE AND FLAT TEI ALLOW ROLLING OF THE EUM PSTER CDN tiN AND OJT. THL ENCLIOSE SHALL BE: SELF C13NTAINED OR MAY HAVE A BRAIN STEM THAT DISCHARGES THR'�JiC�#i AN ADEQUATELY SIZED OIL? GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPFRU ED HYDROCARBON FILTER AND ALL DISC HARED INT13 THE PUBLIC SANITARY SEINER SYSTEM, 140T TO PLANTERS OR CON THE STORJMI DRAIN SYSTOl . A SEPARATE BUILDING PERKIT MAY BE REQUIRED FOR CIIN THIS STRUCTURE, + FOR 1. 1 MAINS. L AN PLRTENANCFS SHALL PE CONSTRUCTED CONACC DING TO THE STANDARD SPECIFICAT113NS OF THE CURKNaT WATER AGENCIES' Mo STANDARDS C€ 4NITTEE (VA C). EREEVIE I THIS PLAN BY AN IIIEGUrIT13 WATERBISTJRICT DES NOT CONSTITUTE PRESENTATII N AS TO THE A=URACY [OF, THE L.IOCATION OF, OR THE 1. EXISTENCE. OR MOH- ISTENCE= CIF`, ANY UNI3ERG OLR0 UTILITY, PIPE 13R STRUCTURE � WIN N THE LIMITS ELF THIS PROJECT. C 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN. I.E., LANE E, FW$SIN+NG� LINE PARALLFLIE�IEs OR PROPOSED COWECT10N SHALL BE IF lI7] MLD VERIFIER ALL ENISTIl+1G OR PRCPDSED UTILITY CROSSING VITHIN 10 FEET IF TO PRWOSED DATER MA3:W HALL BE SHDVN ON IMPROVEMENT PLANS. ELECTRICAL aEX I AND SEWER TU CROSS UNDER VA"TER MAINS UNLESS GIVEN VRITTEN PERMISSION BY SIGN DIE{`,E�JITO WATER DISTRICT. . CO TR.ACTQR AND OWNER ARE RESPONSIBLE 70 RELOCATE AN+lD 13R ADJUST TO GRADE ANY (EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC,) WMCH I AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT VATER AGENCIES' STANDARDS CEWTT€E <WASC) STANDARDS, IF FACILITIES IRO HC#T MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT T STANDARDS AT THE OWNER'S EXPENSE. 2. . UTILITIES TO MAINTAIN MINIMUM 5-FOOT3IO SEPARATN WHEN PARALLELING WAT t V SrE,RVICE& 6. MINIMUM HMIZONTAL SEPARATION or 10-FECT PEOUIRCU BETWEEN FIRES 3. HYDRANTS AND SAN (7 DIEM GAS AND CLIECTRIC VAULTS, RE 7, ALL WATER SERVICES TC BE CONSTRUCTER CLEAR OF 13RIVEVA AND ALL 117HF TRAVELED VA S. WATER METERS MUST BE IN FRONT 13F THE PARCEL THEY 4RE SERVING. S. C L.IFMNIA STATE LAW ASSEMBLY BILL AB--1953 IS REQUIRING THAT-LEkA10 MASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEEFfi EFFECTIVE JANUARY 1. 20IE1, IN COMPLIANCE VITH THIS LAIC. THE DISTERIrOT SHALL RE DIRE ALL MATERIALS TU BE ?�-LEAD BRASS PARTS, 9. ALL C3P€ ER TUBING USED FOR AIR RELEASES, BLEW O--FS, AND SERVICES SHALL BE PROVIDED WITH CAT14011IC PROTECTICIN IN A�CCI]RDANCE WITH SIC-17 OR VC-1B, EARTH ORX DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE Q 9Z7 H+ IO V+ I 4AXIKUS VERTICAL DEPTk 4F CUT = 13.1' )4AXTK.IH VEPTICAL DEPTH OP FILL. - 1,5' "'UT * 90 C.Y FILL = 5HJ C.Y. EW DIJAN�ETITIES RULECT TOTALS FROM EXISTING GRADE. EXPORT = 940 C.Y. GVER EXCAVATIONS TO TO ESTABLISH FINAL GRADE` FROM PAD AND TEMPORARYC(IN TRUCTION SLOPES WILL REQUIIRE FILLS TO FINISH GRADE OF APPROX. 350 E. Y., R,EE DIAL = 100 C.Y. (APPROX 12" REM3 AL NND RECOMPACTIEIN L#N1)ER AND 10' OUTSIDE 13F` BUILDING AREAS) DISTURBED AREA= 5000 S.F.IENCH I��AR AS -BUILT APPROVALS 11-Fi-20 G,4 I A04A rhn I S_ AdE5 J4 . GF IUD . =W TAL1 fJTRI� S7A I &C-41 &VA AN' n. is SAC. DPITi1�. Xr.v J JET STORMWATER POLLLrr)ON CLI+IT D(6 5MP NOTfS RELATWE TO G0N$TRLFCn0X ACTNITIrES CUNCRE1"Ef WASHOUT CEINTfRACTDR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRlETE WAS40UT AREA TO CONTAIN WASHDUT WASTES ON SITE, 3T IS ILLEGAL TO WASH E:C]r~+ECRETE. SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORKWATER COHVEYANZE SYSTEM OR ANY RECI=Z ING 'WATER. CD14TRACTOR SHALL POST A SIGH DESIGNATING THE WAS1413UT LOCATION, CONSTRUCTON 3 FTE ACC E SS A STABI.LTZEI) CONSTRUCTION SITE ACCESS SHAL L BE PROVIDED F13P VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITr- THIS SHALL INCLUDE U M MATERIAL SUCH AS 3' CRUSHED ROCK ANTS/OR EDRRUGATED STEEL PANELS/PLATES. r.ON5TRU 11'0 VfJ4lCL69 A SPECIFIC AREA AVAY FROM GUTTERS AND STOAN DRAIN! SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EDUiPMEI`+Er MAINTENANCE. A'-L MAJOR REPAIRS SHALL BE MADE OFF -SITE, �-J .r - -fir- --" 0 `� N .' OVfF#ER i 14ANCHI=STER LLC— f ' M25 13EL WAR HEIGHTS � I? Rai lk+'7�'y j' y (y t /� 4 NH I2Cs1, C A 'J 1 30 � } SITE ADDRESS 2381 ST1<R AVE;. 261- 091--14 LXG^L O Ci yP1'1GN LOIS 27 ANO 28 TOGETHER AS ONE LOT IN BLOCK 15,)AAP THEREOF No, 1206, REFEIRENCE NEW LEGAL DESC{RF)PON PER 2019 EROWNCONT1~ROL CERTIFICATE Of COWPUANCE PER CONDITION ` EROSION CEONTFO- MUST SE:. PROVIDED FOR ALL EREISIVE SURFACES, SLOPED SURFACES ESPECIALLY APPROVAL A NG. �9OS Z9C9 31C}-2C�i9 DR CGP SHALL BE PROTECTED AGAINST` EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION _. CONTROL MAYS, A1}i~QE:IATE GROUND COVER VEGETATION, ANI3 BONDED FIBER MATRIX. N13 EXCAVATION AND GRADING ACTIVITIES AERE ALLOWED BURRING DIET VEATHEiR. � O DIVERSION DIKES SMALL BE E.:DMTRUCTED TG CHANNEL RUNJIFF AROUND THE eMIRUCTION SITE, � I CONTRACT`CR SHALL PPMECT CHA4WL AGAINST EROSLON USING PERMANENT AND TEMPORARY EERCIST13N I CONTROL MEASURES. RE'?CVEE rXISTING FGET+r TIIIN DmLY VHE ARSE)LUTELY HECESSAFRY. LARGE PRO,)E:,GTS (HALL BE C UC CONDTED IN PHASES TE A DID Ui`�++IECES AR`I REKONAL OF THE NATURAL GRCUND COVER, DO NOT REMOVE TREES OR SHRUBS UN+Ir CE�SSARILYj THEY HELP DECREASE EROSION. ' I' CTEMPORARY VEGETATIITN "UST BE PLANTO E' N SLOPES OR WHERE C[NSTRMT1E3N IS NUT I1#T DIATELY .4PLANNED FOR EROSION CONTROL PURPOSE . F_ROSION S-il�LL 13E PREVENTED BY PLANTING FAST ROVING t ANNUAL AND PERENNIAL GRASSES TEI SHIELD AND OINL THE S❑IL- C A PLANT PEEERJ'ANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCA ATIUR A D GRADING ACTIVITIES ARFF C EwE�`T E. VATER USAGE FOR DUST C13NTRUL SMALL BED MINIMIZED. f f O"rrE CONSTRUCTION M&TM AL STORAG WNER CERTIFEATE (WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER [ GEOLOGIST HAS BEEN OR VIL.L BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 12MPAC"TI[ AND STABILITY OF THE SITE, AWE] HERE9V AGREE TO INDEMNIFY, DEf END. ANQ MOLD CITY AND CITY"S fPa S, OFFICIALS. ENAPLDVEE5, RMOAGENT 5 HARMLESS FROM, AND AGAINST W AND AIL UABlUTIES, CLAIM5, DENAN0S. CAUSES OF ACTIONS. LOSSE5, [7A A ES AND COSTS, INCLUDING AIL C0575 OF DEFENSE THEREOF. ARISING UT OF, OR IN ANY MANNER CtONNECTED D#RECTLY OR INDI RECTLY W1714 "Y CTS OR OMI.SSI0NS OE= OWNEER 0R OIWNER'S AGENT5, E1~I'IPLOYEE S. CONTRACTORS. SU SCO N TRA 00AS, 0FFIG1AM OFFICERS, OR REPRESENTATIVE OR ANY AND A L WORK OR CONSTRUCTION OVERED 11Y TH F PERMIT OR CONNECTED DIRECT OR iNDIRECTLY TO PERMIT OR APPFIUVED PLANS 'NITHIN THE PRI1IO ATY OR PIATIC EASEMENTS. STEAD MATERIALS SHALL IE CONTAINED IN A SECURE PLACL TO PREVENT SEEPAGE AND PILLAGE. �� SIGNATUER CONTRACTOR SHALL STORE THESE PRODUCTS WHERE= Tim ILL STAY DRY DUT IMF` THE RAIN. C(3 Tf CTOR SHALL PROVIDE SECONDARY CONTAINMENT F rW ALL P UEL STARED 12N-STTE. ELIMINATE LR REDUCE PELLUTIONI OF ST13RMVATER FROM STOCKPILES KEPT ON -SITE. STUCKPIL..ES MAY INCLUDE SDILr, PARK MATERIALS, ASPHALT CM4CRE'TE, AGGREGATE BASE, ETC. ST13CKPILES SMALL BE LOCATED AVAY F-R❑H CONCENTRATED STOFRMWATER ST13RMWATER FLE3VS AND STURM DRAIN INLETS, STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION HEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL, TIMIES. TRAJNNG CONTRACTORS' EMPLOYEES WHO PERFIRM CONSTRUCTION IN THE CITY 13F ENCINITAS SHALL BE IRA[I+ED TO BE FANIUAR N41TH THE CITY 13F ENCINITAS STEIRKVAT€R POLLUTION C13NTIREIL REDUIREEMENTS. THESE RMP NOTES SMIAELL BE AVAILABLE TO EVERYEINE WOERK)NG ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CI3NTRACTUR MUST INFORM SUBCONTRACTCRS AIRCUT STI RMWAT1yR REOUIR06CNTS AND THEIR OWN REESP NSIBILITIES. 3T�E= MANAD MENT TRACTOR SHALL BE RESPONSIBLE F13R PROPERLY DISPOSING OF ALL. VASTF AND UNUSED STRUCTION MATEERIAL IUMPING OF UTJUSED OR WASTE PRODUCTS Ear THE GIRO ". WRERE WATER CAN RY TKEM INTO THE LUNVETANLE� SYSTEM IS STRICTLY PRE�iHIIBITED, SEEPAGE FROM ANY DURE'STEER SHALL BE DISCHARGED INIC STORHWATER. PEERNi /DIKES SHALL HE CEED AROUND ALL UUMPSTERS TO DIVERT THE N TURAL STORM FRUNUFF. PSITES SHALL BE CHECKED E M QUENTLY F13R LEAKS. LL14PSTER LIDS SHALL RAIN CLOSED AT ALL TIMES. DUMPSTEPS WITHOUT S SHALL BE PLACED VITHIN STERUCTURES WITH TMPERVIOUS IROOFII OR COVERED WITH TARPS IN ER TO AVOID RAIN CONTACT WITH AW TRASH HATEIRIPL.. Y CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, VATEIR-BASED PAMS, VEHICLE FLUIDS, BROKEN HALT AND C:OWREETE, VC0D, AND CLEARED EGETAIIIIN CAN -BE PEI YCLED. NON-RECYOLA LE ERIALS MUST BETA EN TO AN APPROPRIATE LAWBFILL 132 DISPOSty Or AS HAZARDOUS E►IR WASTE. O F 3RHATI❑N Oh DISP13SAL OF HAZARDOUS 1�4ATEIRIAL, CALL THE HIAZ4imUS VASTE HOTLDE TOLL FREE (800 714-11956 FOR IErkFOERMATION QN LANDFFLLS AND TO ORDER DUMPST"S CALL Elko AT (7 0 --411. LUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PACE TRASH CANS SHY) RECYCLING RECEPTACI I' UND THE SITE. "FABLE TOILETS MUST BE IN GOOD WORKING ORDERAND CHECKED FREQUENTLY F LEAKS. TRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE EATABLE TOILETS AWAY EFRCF4 3RMkI)RAIN INLETS ON PMVIEOUS SURFACES. C�TI CTION UEBR[S SHALL BE KEPT AWAY FERDM THE STREET. F')TT R, AMD 'TUMnRAIN, TRACTOR MUST ROUTINELY CWCK AND CLEAN UP MATERIAL TRAT M 6f NAVE TRAVELED AWAY FROM STRUCT113N SITE MORE ENF`URNATMN CN S7DRHWATE`R PaLLUTIE CONtREOL HEASURES AND EREWTREMENTS PLEASE TACT THE EE INEERIN:s DEPARTMENT. CITY OF ENCINITAS AT (760) 633-27710, THE EXISTENCE AND LOCATION OF UNDERGR`MMI) UTILITY PIPES AND STRUCTURES SH13WN 13N I E ♦'LAN VCRE OBTAINED BY A SEARCH 13F AVAILABLE RECORDS. TO THE BEST OF OUR i�1OWLEDC THERE ARE Na EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEV THE TRACTOR IS REQUIRED M TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING LrTIES STRUCTURES LOCATED AT THE VORK SITE, IT IS THE CUNTRACT"OWS ♦RESPONSIBILITY CONTACT THE f lCILLOVIK DVNEiRS ❑F SAID UTILITIES CIR STRUCTU4%ES PRIOR TO ANYCA A710N, FOR VERYICATX�N ANED LOCATION OF UTILITIES AND NOTIFICATION DF COMHENCEFIENT WORK, A. SEWERS - CSD/ESO - (760)-633-27700� I. GAS L CLEGTRIC - SDGE - (7 -43B-f I)o C. WATER - SAN DILCARTO WATER DISTRICT--1-800-227-2600 D. TELEEHHUNE - SBC BELL - (760)-489-3411 EF CABLE TV - COX COMMUNICATI S-C760-B06-J809 X-2233 CUNETRACTUR SHALL. NUTIFY THE CITY EENGINCEW ❑FrIEEE 48 HCIURS PRIOR TO BEGINNING ANY pRK MTHIS PROXCT. PHONE+ (760-633- 277C. If WE CONTRACTOR SHALL GIVE V4 HOURS N137ICE ON CALLS I OR IN PECTIEIN. PE� UNEE, G0)633--2770. ALL WORK PERFORMED WITHOUT BE4EFIT Or INSPECTICN WILL BE SUBJECT To JECTIM AND REMOVAL IIIFRYMOUS AREA AS -BUILT IMPER IDUS ARCA PRIOR TO CONSTRUCTION; 1632 SOFT IMPERVIOUS AREA AFTER C❑NSTRU:T IONj : 3E518 SQF7 3-16-22 INCREASE IN IMPERVIOUS AREAF 1980 SOFT E.D.W. C60957 DATE IMPERVIOUS AREA RE QL.ACM 1503 SQF T PUBLIC WORK SIGN DATE rNT. DATE PLANS PREPARED UNDER SUPERVISION Or 4F SENIOR ENGINEER DATE UBL[C VORKS DATE, 6- 1-19 PLA 1J :hIG GREGOR CAUDILL R.C.E. NO,F 6095 CITY ENGn4EEER DATE RE IEVER INSPECTOR / 4/21/22 EXP.' 12-1-2E3 DIEM MANCHESM R t.LC B-12-00 1 3 1 1 NCR VIMMY MAP N.T.S. [, KFHDT S. 5tiARTAT , A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DDIN4 BUSINESS IN THE FIELD 12F APPLICD SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS FADE BY HE OR UNDER MY DIRECTION [IN-- AND FOR AN UPDATE ON. ONE C UMfP'L ETE COPY OF THE SOULS REPORT COMPILED FROM THIS STUDY, WITH MY RECONIMlENDATIDNS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RE CUMMENDAT N IN T R T FOR IHIS PROJECT HAVE BEEN !NCIIRPORAT IN T GRADIN LAN AEND PEC ]CATIONS SIGNJE3)G 1 RCE NE.-.1 1. EXP. DATE+ 1 1 lZROP0Lu 3� .JOB #+ EEO. $ K & ER CONSULTING (96 )617-2469 28453 WINE HEESTE€i (ROAD, WIENCHESTER CA 9259E e-1 THE UNDERSIGNED ENGINEF-R AGREES THAT THE WEIRK PEIRF09MED BY Tl•iE ENGINEER SHALL CO*PLY VITH THE GEICRALLY ACCIlPM STANDARDS AND PRACTICES I?J~ THE ENGINEER'S TRADE OR PROFESS10K THE ENGINEER E URtHFR OFFS TkA? THE WORK PERFORMED HEWIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS RE42LURED SY THE CITY OF 1EKIWTAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERE`UMANCEE.. THE EN61NEEEER AGREES THAT ANY R-ANCKEE; OR REVIEV P'ERFORhiED BY THE CITY ENCIM�ITA IN ITS CAPACfTY AS A PUBLIC ENTITY rQR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY .ELF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY Or THE PLANS 13R DESIGN AND IT THEREFORE DCES NOT RELIEVE THE ENGINEER Or RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVDENTS BASED THU2EI] , THE EIwHG VEER AGREES TO INDEMNIFY ACID HOLD HARK-ESS THE CITY OF EOCIMIITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, 13R [IMISSIDNS OF THE ENGINEER AND HIS/HER AGENTS FOR EMPLIOYEFES ACTING VITHIN THE C"SEE AND SC12PE OF SUCH AGENCY ARID EMPLOYMENT ANX ARISING tKJT Or THE VORK PERFORmn I Y THE ENGINEER. SIGNATURE1 DA7Et f GREGORY CAUDILL r + GAC E IWEERING AND LAND SURVEYING � ALL YN1EZ ROAD #2 4 76C-�594-41 9 RCE EXPIRES 22-31-ZED f BMP PROJECT STATICS i STANDARD TOPOGRAPHIC FIELD SURVEY PERFC)RMEO BY SAN DIEGO LAND SURVEnNG APO ENCINEERINC, tNC. ON JULY 1 ?TH, 21318- PLANNING DIVISION PARKS AND Rr- REATI N SAN DIEGUITO WATERDISTRICT ENCINITAS FIRE DEPARTMENT' 1 --5//20 MuN DATE ' EN INE RINx E .JpfSF iOVFNS _ Ao DATEw j�� lViSION APPROVALS PADAF I EDVARD f }IIMiMER/ ' Y EN� E<R hJU s�C w DATE AIGN DATE CITE' OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT wDTNG- PLAN FIR, — - 381 MANCHESTER AVE. PN 1 91-14 PEL ANN'-NG CASE N[li 29OB 2909/2910-2019 DER/CDP 6-27-19 REV., 8-30-1 DRAWING NO, 18- FEET I OF 3 LEGFIVD SUBMW7SiON BOUNDARY EASEWN T LINE EXISTING CONTOUR EXISTING ELEVA 110N NEW CONTOUR NEW DLEVA DON DRAINAGE SWALE DIREC710N OF FLOW DA1'LIGNT UNE CMCRE7E HARDSCAPE CONCREYE MASONRY RETAINING WALL. PRIVATE STORM DRAIN PPE PRWATE' STORM DRAIN CATCH 9AS7N BMP AREA NOT TO BE MOMF IED WTHOUT CITY PERMISSION OVER HEAD POWER ZONES, OHP ROOF DOWN DRAIN: COBBLESTONE DISIPA TER PER PLAN: GRAVITY STORM DRAIN TO STREET GRAVITY STORM DRAIN TO SUMP/PUMP 1 _ 1.3&50 CONC. PATIO 4.0 IN. THICK CONC. CONC- DRIVEWAY 5.5 IN. THICK CONC. -SD- SD- -SD__m_sv-- mo --7777- OHP • D.D. SPECIAL NOTES• 10 SAN DIEGUITO WATER DISTRICT TO ABANDON EX. 5/$ WATER METER. SDWD TO CHANGE OUT 5/8" W.M. TO NEW 3/4"-RESIDENTIAL DUAL WATER METER WITH FIRE SERVICE PER WAS WS-09 AT OWWNERS EXPENSE. 1.A. SAN DIEGUITO WATER DISTRICT TO INSTALL NEW 1" SERVICE LINE AND NEW 3/4" RESIDENDIAL DUAL WATER METER WITH FIRE SERVICE PER WAS WS 09 AT OWWNERS EXPENSE. Q EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 4" THICK OVER 4" CLEAN SAND. REINFORCED WITH NO. 3 BARS @ 18" O.C. BOTH WAYS 0 MID POINT OF SLAB. USE 520-2500 CONC. CONCRETE JOINTS AND PAVERS PER ARCHITECT PLAN. 3 OWNER CONTRACTOR IS RESPONSIBLE IN THE FIELD TO SHORE UP AL L LL EXISTING PROPERTY LINE RETAINING STRUCTURES AND INSURE INTEGRETY OF THE EXISTING ADJACENT FOUDATIONAL MATERIAL AND ADJACENT GRADES DURING THE OVEREXCAVATION AND RECOMPACTION PROCESS. OBTAIN RECOMMENDATIONS FROM GECTECHNICAL PRIOR TO START OF CONSTRUCTION. ® BUILDING DOWN SPOUTS TO BE DIRECTED BY GRAVITY FLOW TO VEGETATED TREATMENT BMP BASINS PRIOR TO MERGING WITH PUBLIC STORM WATER FI -C'.v. STORM WATER RUNOFF FROM ROOF DOWNDRAIN FROM THE CENTER ROOF AREAS P-1 & P-3 TO BE TIED TO SUBGRADE DRAIN SYTEM BETWEEN THE BUILDINGS AND DIRCTED TO SUMP PUMP TOGETHER WITH RUNOFF IN LOWER PATIO. STORM WATER FROM SUMP PUMP SYSTEM DELIVERS STORM WATER UP TO THE BMP STORM WATER TREATMENT SURFACE. ALL STORM WATER RUNOFF FROM HARD SCAPE TO BE DIRECTED TO BMP TREATMENT AREA OR OTHER LANDSCAPED AREA PER PLAN, PRIOR TO OUTLET TO PUBLIC DRAINAGE FACILITIES. © SEINER LATERAL TO BE EXTENDED FROM NEW OR EXISTING CLEANOUT TO NEW RESIDENCE WITH 4" DIA PVC (SDR 35 MIN) AT 2% SLOPE WITH MIN. COVER OF 4.0' MIN. AT PROPERTY LINE, AS REQUIRED BY THE CITY OF ENCINITAS. ® PRIOR TO CONSTRUCTION, EXISTING ON SITE STRUCTURES, CONCRETE PAVEMENT, WALLS, PLANTER, LANDSCAPING AND ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF THE NEW DEVELOPMENT AS SHOWN HEREON SHALL BE DEMOLISHED AND REMOVED FROM SITE. CONTRACTOR TO VERIFY SPECIFIC REMOVALS WITH THE OWNER. M CONTRACTOR TO OBTAIN A DEMOLITION PERMIT FOR ALL STRUCTURES SHOWN HEREON TO BE DEMOLISHED. ® CONSTRUCT PCC DRIVEWAY MIN. 5 1/2" THICK ON 3" CLASS II BASE COMPACTED TO 90% MAX DRY DENSITY, ULESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVATIONS IN THE FIELD. ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY CONSTRUCTION PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT OF WAY. ® ALL UTILITIES TO THE SITE TO BE INSTALLED UNDERGROUND. 01 REMOVE EXISTING A.C. ALLEY ALONG ENTIRE PROPERTY FRONTAGE. INSTALL FULL WIDTH ALLEY IMPROVEMENTS NEW 3' WIDE CONC. RIBBON GUTTER AND NEW ALLEY AC PAVING MIN 4" AC ON 6" AB A.C. PAVING SECTION COMPACTED TO 90% MAX. DRY DENSITY, PER TYPICAL ALLEY SECTION DETAIL SHT 3. Q STORMDRAIN PIPE TO BE 4" PVC (SDR 35 MIN.) ® 1.0% MIN SLOPE OR 6" PVC (SDR 35 MIN.) 0 1.0% MIN SLOPE AS SPECIFIED ON PLAN. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE TEMPORARY BACK CUT SLOPES SHALL CONFORM TO RECOMMENDATIONS IN THE GEOTEC INICAL REPORT FOR THIS PROJECT, AND MEET CAL OSHA SAFETY STANDARDS. TEMPORARY SHORING SHALL BE LOCATED PER THIS PLAN AND DESIGNED TO MEET SPECIFCATIONS INCLUDED IN THE GEOTECNICAL REPORT FOR THIS PROJECT. 5 INSTALL 3" WIDE TRAFFIC RATED GRATE DRAIN BY NDS 1 ENHANCED PA WNG FINISH COLOR AND TEXTURE PER ARCM 7EC T SPECIRCA TIONS THE STRUCTURAL SEC77ON AND PREPARA770M OF SUB GRADE SHALL BE PER SOILS ENGENEERING RECOMENDA TIONS. SAN DIEGUITO WATER DISTRICT TO INSTALL NEW WATER METER BOX AND ADJUST TO GRADE E NO. DESCRIPTION APPROVED I DATE AS -BUILT - 3-16-22 GAC xj r ( a _ :;1 V D CIA n ro T. 6' c NJ a� ER M m k,pS,11 IeAO p �U R ob?_ 9 T, s> 90 Sp gS AAA M WNW QUANN71ES FF = F 1 BOOR CUT 40 CY FG = IWsV GRADE &L. Jo CY T#= TCP OF II'ALL REVANON F.JI9WT.• 10 CY TG = TOIL OF QRA IE FL=FLOIfK IF = HIGH POINT CO = UfANOUT OHP = ENSANG 0"FAD POWR LII S NOTE ALL UTILITIES SURVING THIS SITE TO BE INSTALLED UNDERGROUND. (fl 00 BUMP ' UTLET 77..w.r� II FG 104.83 TOh BMP RFACE 7W 1O8r7 I/S.D. i/S.D. OUTLET wl F3 1 0.5 (E.G. 107.8) a TW 108.5 �f:6W. 10$.O I; TO BMP E.U. 1 1.9 ONE- �; TX Y N) 0 ' sURFA E �_ � _ fA BW. 104.5 } F; I IE OUT 99.3 T OO. _ J= TG 98.35' , ` ; FS 100;25 FS YOO 1 IF 1I04.0fi ' SWEf, HIG I �: a 8 Wrd 4. fi 1 20 LT. WELL EX PP PROTECT IN PLACE a' 1 OT 20' 30, SCALE: i" = 10' 15 3 > > i 03:94 1 € ___ .__-- - 3 TRAFFIC RATED COVER Ifm597P lir E..,._. O.S- 1 85Q SD - ...s. ��. _ � � � - .. �.�`- G 105.0 5 1 jL.- I Id 1; 1 GRADE ATE L p p ,IP" �--- __... ;: :, .g7C :.� 9r PRESSURE SUMP PUMP1 � �� a .-----_._.._r-. 104. �4. � FS 10 1\ PVC I E INTO F5 :�5,24 5.29 r0$,B DU MP SURFAC j NEW RESIDENCE; ' = _ ;- q, ...,: {� Y ijy ,: FILTRATION BMP Sl1MP1 �^ i. F� i ,.. r PER P LAN I F �4.9 BASEMENT F.F. 95.49 LEV. OUT 99.3 0 ; 1ST FL LEVEL FF 1 D4.49.. a5 - " ` 'i .• ` r z y •�.4 � of �'• _w - PAD 94.7 •_` _, h' �0 �, � .. r• •• •,. .. F •, *. � FS 95: . a MANCHESTER AVE `:�_ TG 103.2 IE 98.11 TG 99.2 p� 9 #•. �4` 4WELL/IE_ 9 8.20 V LT. •:: wr- rrl ....__ 7 - '�8�-fir. 3 + "-; ' :� - .-: i.:. •�� - ,. w wy -W. REMOVE � �;.� 4 LT. WELL _ , =L�' .:.� ��:� .,T� F' �._ f� :.r . �}l y :r� r III O G 99.2Q ,�.. Ir . r ��' x o 3.5 103.3 G � � •; 9 c� ' r, z F5 96.14 IE 98.11oy C7 s n .; 11fE11VA c� n E z Q NEW RESIDENCE IL•y 4n Zh J^ ++ F BASEMENT F.F. 96.39 � - � € ^•�;;� ' .ffi,�. Ia � 1 s. i� tJ 1ST F L LEVEL FF 10�.39� � s- ,;•1 , _ S PAD 95.5 K:•� �:•;�� ;::!�: � �n VT 101.60 F 4 ' . S 105.14 � . G {?� � P IVdP 'f.. �- .,r - S 1 _48 / Tfio 1 .9 9 .5. - 9: S 101•04.fi 57 3,H.__��.. . T( 199.2' r. F5 101, 6 10 ) FS 104.9 FS T+NELL ' BET. ALL 5DRD 15.00 FG 101.5 FG 105.81 �.50' W ! 20 0 (E.G. 103.3) �•_ Y (E.G_ 108.8} r I �" bLfMP QUTLE' ,` �..I%."k'�11�`T:.,L, -. `- •� Q . , TO 3MP SURFACE D� `.'. ' STUCCO GARAGE -i F5 S.D. OUTLETTO Po `I ao Jam' jBMP9.1 p 43 F,s ZZL EX. AC TREATED S.W. IE OUT 95.87 SDRSD (2) D-27 2. NOTE: SEE SHEET 3 DRAINAGE SCHEMATIC FOR INVERT ELEVATION (IE) CALL OUTS FOR ALL STORMDRAIN INLETS AND STORM DRAIN CONNECTION POINTS, SDRSD C-3 PUMP TW 99,51 DOFIJSSEp TO 8Mp 4" PERE PVC t?ESIDENCE 99• 96 IE 96.02 TG 100.29 BF. OTTOM F. S.95.24 S" 97. 4fi 95.02 PATIO LANDSCAPE ,O IN. THICK CONIC, EX. AC 2.0 TG 95.00 F.F.. 95.49 TREATED S.W. IE OUT f .G-94.90 96.73 SDRSD (2) IJ-27 I<aWER PATIO c W s SDRSD C-3 TW 100-45 4" PERF. PVC RESIDENCE IE 96.88 BOTTOM F.S.96.14 95.88 PATIO LANDSCAPE .0 IN, THICK CONC, TG 95,90 F.F.. 95,39 F. G• 95.80 LOWER PATIO S.W. sljMP (2) 3" PVC OUT 5.5' 5.3' 5.9 N. UNIT PUMP . SYSTEMP t2) 3 PVC OUT 5.55.3' 5.9' S. UNIT PUMP SYSTEM BMP PLANTER J BMP PLANTER ci 810 RETENTION DETAIL LL a� BID RETENTION DETAIL WALL SUBDRAIN TO SW SUM INSTALL C" CURB & GUTTER PER SDRSD G-2 FULL PROPERTY FRONTAGE. MATCH EXISTING. S ECTI C N A -A I F*rsm STREET iNIIPmixi"Ta cvmf L Sfl[IU1H5ON BOUIYL]ARY OWNER/CONTRACTOR IS RESPONSIBLE IN THE FIELD TO PROTECT AND SHORE UP EASEN&T LINE LL EXISTING IMPROVEMENTS DURRING THE EXCAVATION AND RECOMPACTION PROCESS. OBTAIN RECOMMENDATIONS FROM GEOTECHNICAL PRIOR TO START OF CONSTRUCTION. EXISTING CONRM ENS IING ELEVARON PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A RIGHT OF WAY VONSTRUCTICN PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT OF DNECRON OF FLOW WAY. SAWUT LINE (D PROVIDE 4' WIDE A.C. *..$ GRIND AND OVERLAY ALONG THE ENTIRE LENGTH OF THE MANCHESTER AVE. PROPERTY FRONTAGE. AREA OF A.C. PAI�i EhlT OVERLAY. 3. 6 _ D CONSTRUCT NEW SEWER LATERAL (2 EA.)PER CITY STANDARDS. EXISTING SEWER EDU'S AND WATER METER CREDITS TO BE REASSIGNED TO 1 RESIDENTIAL UNIT. AS -BUILT CONTRACTOR IS RESPONSIBLE TO LOCATE EX. LATERAL IN THE FEILD. AND TO VERIFY TIE IN ELEVATIONS IN THE FIELD PRIOR TO START OF WORK. TRENCH REPAIR WITHIN IN a crJ� 3-16-22 THE CITY OF ENCINITAS TRAVEL WAY TO BE PER CIT(STANDARDS TO THE E.O.W. C60957 DATE SATISFACTION OF THE CITY ENGINEER. BENCHMARK AS -BUILT APPROVALS LIE,SMPTIA 2r BRASS DISK PT Na 1041 LorATIAIh 771E EAST S�iE NLIRTh�0G9'YrQ lNf�'IWAY Ia1 SENIOR ENGINEER A5 A&ES hg?7N OF MERfW RECORD FROM E ITAS CONNa STANIN &C-4 1 - CITY ENGINEER afVA110m..• TI#63IILSL 9A1W..•. N.GVD. 19 9 fEFT DATE UBLIC W❑R PLANNING DATE REVIEWER INSPECTOR WALL 5UBDRAIN TO SW SUM INSTALL 6" CURB & GUTTER PER SDRSD G--2 FULL PROPERTY FRONTAGE. MATCH EXISTING. SECTION B-B INTF DATE PLANS PREPARED UNDER SUPERVISION OF DATE, 1-20-19 R.G.E. N❑.: 60957 GRE50RY CAUBIL L / 4/2v2 EXP,l 12-51-20 SURFACE � IE OJT 100.00 � � � PRESSURE SUMP/PUMF'1 I [.W OUTLET 7O BMP SURF:9C BIG -FILTRATION BMP ELEV. OUT 99.96 EL 95.24 PATIO 1.15' 4" PVC !E IN 33.95 S.W. B - - ASIN F 3 HYD RO BASIN P 101 IN TD SUMP PUMP FROM CENTER ROOF AREA ONLY & SURFACE BETWEEN THE 2 UNITS AND LOWER R BASEMENT PATIO AREA � DOT. EL. 91.1 2 PUMP- SYSTEM, 1 / 2 Q10D EA. SINGLE PUMP STORM WATER TO SUMP 0100= DZM CFS LLEVATION DIFFERENTIALA H = 99.10- 91.10= &0' SUMP RECEIVES ONLY WATER FROV BASIN P-101, ALL HARDSCAPE FROM SAID Gk9lY IS DIREVE70 TO SUMP AND AND URMATELY TO 9MP 7REA VENT SURFACE. SUMP PUMP NORTH UNIT DESIGN SPEC. nts TRAFFIC RATED COVER k EL 96.14 TOP EL 96.00 PATIO GRADE PVC IE INTO 1.5' SUMP1 PER PLAN 4" PVC IE IN 94.85 S.W. BASIN F-3, HYDRO BASIN P-1 D1 IN TO SUMP PUMP FROM CENTER ROOF AREA ONLY & SURFACE BETWEEN THE 2 UNITS AND - LOWER BASEMENT PATIO AREA EL. 92.00 2 PUMP SYSTEM, 1 2 Q100 EA. STORM WATER TO SUMP Q 140= 0.36 CFS ELEVATION DIFFERENTIAL AH = 99.96-- 92.00= 7.96' SUMP RECOUPS ONLY WA TER FROM BA5W P-101, ALL HARDSCAPE fRaW SAIL] BASIN IS OPEC TETED TO SUMP MD AND VIVA TEL Y TO BMP TREA IMENT SURFACE SUMP PUMP SOUTH UNIT DESIGN SPEC. nts CONTRCTOR TO VERIFY EXISTING WATER LATERAL CONNECTION IN THE ALLEY IS UNCIONAL 1 N. SERVICE LINE PRIOR TO CONECTION OR CONTACT SDWD FOR INSTALLATION OF NEW SERVICE. TO BE INSTALLED AT OWNERS EXPENCE. g PRIOR TO ANY WORK IN THE PUBLIC RIGHT OF WAY, CONTRACTOR IS RESPONSIBLE TO OBTAIN AN APPROVED TRAFFIC CONTROL PLAN FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT. NEW CURB AND GUTTER PER SDRSD G-2, MATCHING THE EXISTING NORTH AND SOUTH AND 4 FEET WIDE GRIND AND OVERLAY TO BE CONSTRUCTED ALONG THE PROPERTY FRONTAGE ON MANCHESTER AVE. EXISTING ALLEY TO BE IMPROVED TO PUBLIC STANDARDS WITH FULL WIDTH ASPHALT PAVING WITH A 3' WIDE CONCRETE RIBBON GUTTER DOWN THE CENTER ALONG THE ENTIRE PROPERT FRONTAGE. CONSTRUCT PER ALLEY TYPICAL SECTION DETAIL SHEET 3. ' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT REC MMEN ED: ❑V DJ GRADING PLAN F❑Ri 2381 MANCHESTER AVE. J SSE ❑WENS EDWARD J, MER APili 2'1-099 -'� 4 3�Z,p CI Y EN IN DATE DA E i PLANNING CASE NI1i 2908/2909/2910-2019 DR/CDP 6--27-19 REV,J 8-30-19, REV 2-5-20, 2--19-20 DRAWING NO. 14383-G SHEET 2 OF 4 RETENTI❑N AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6' FROM THE SURR❑UNDING GRADE ZE322maz►Illl 12' MIN. )KA SEE NOTE BELOW .-)comZ4 M�����*���r������� N TS DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED S❑IL APPROVED GRATE INLET 2-3' HARDWOOD MULCH I 8-12' PVC PIPE RISER 24' MIN. ENGINEERED S❑IL wSEE NOTES BELOW, "ENGINEERED SOIL" USE 13I0-65 MIX -2--3' OF 3/8' GRAVEL - 2-3' COVER OVER PIPE 3/4' CRUSHED ROCK `4' PERFORATED PVC PIPE DRAINS TO MANCHESTER AVE. TIE 4' PERFORATED PVC *PLACE PIPE WITH PERFORATIONS PIPE INTO RISER AT THE INVERT* BOTTOM PIPE* TIE 4-6' PVC PIPE TO �N STORM WATER ST❑RMDRAIN OUTLET SYSTEM pEg 4 )KBI❑RETENTI❑N 'ENGINEERED S❑IL' USE BI❑--65 MIX PER CITY ❑F ENCINITAS F ENGINEERING SPECIFICATI❑NS„ .5 xx3/4' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATI❑N AND STORAGE ABILITY OF THE BASIN. 4" DIA COBLESTONE .. BMP'S ARE TO BE PRIVATLY MAINTAINED AND THE FACILITIES NOT TO BE > : w [,.. •k M❑DIFIED WITHOUT A PERMIT FROM THE CITY. 10 PUMP OUTLET TO BMP SURFACE S.D. OUTLET FS 100.5 TG 102.40 TO BMP 9)E 99.34 SURFACE IEOUT 99.3 F_ FS 104.06 FS 100.25•9$Q F F 100.61TG 104.05 FS 100.15 IE 16103.94 IE 99.53 ti o- 2. fw° a ,.:az - Sew . 1 i r _ SB PIL M FS 104.24 p r FS 95.24Lin BASIN P- 2 BASEMENT F.F. 95.49 ` , . 95:24 BAD p--1 mm V/ TG 103,2 c:•x - • IM 98.11 TG �39i2I] ,��, '4 4 [ +e 1:T 1 :Y�L i Iw 98:2. 1 r.. • .. .... ...'. ..:'::. _ ... .. .. ... . .. �� _. 5: 4 .� s�; . ■�qqyy ��vv 4 LT. ■T C: � r r Ra 103.5 TG 1:03..r*.-.� 39.. .. [� ;9 IE 98.2. I 8 BASIJN.� P- r►� f.. ........Y ":' BASEMENT F.F. 96.39 url I F� gf�•14 BASIN P- 2.OX sn r 101B0 FS 105.14 BW 98.64 �. air Vw s7w, 2.0%qd f. FS FS 104.6 TG 104.1 3/4" GRAVEL 1' 12"x 12" COBLE STONE DISIPATER FS 105.29 (E.G. 107,8) TG 100.12 IE 99.62 . f7M=ATE1rLT. x'S TO V 1.0% 5 �•y Ar J F No r �.� � �, ra r-c i , a9 ?9 No . G n rn ra ya LL �f 1.1 FS 101.E IE 100.20 F5 105.1 FS 104.9 TG 105•0 FS 101.5 TYIr 101'20 FS 101.2 (E.G. 103.3) IE 100.38 TG 102.2 PUMP OUTLET IE 100.02 TO BMP SURFACE STORM DRAIN LEGEND S.D. OUTLET TO BMP SURFACE IE OUT 100,00 NOTE: CONSTRUCTION TO MATCH EXISTING CURB BOTH NORTH AND SOUTH OF PL PROPERTY. 3.67' 4" 1.5' 5.3' n 0 �z n rn i c 9 rn x MANCHESTER AVE. EX. GRASS SITE (n PARKWAY v TG 105.09 S ]0a �g . L.S- IE 1k 9 •�.- J • M; •- ..` -•F .lam a - ''• - •• }t .� •` : �q • r rr •S A+ ' '•T DgI ^r - 41 �: u Y•• - f• y T• 70 �3RkV1A 22 or TG 105.g pI E 104.99 FL.S. L.S. TG 101.07 IE 100.57 L FS 106.19 (E.G. 108.8) GRAVITY STORM DRAIN TO STREET TOTAL ►IIRI afSTRFAMNF AREA- S9-L- - - GRAVITY STORM DRAIN TO SUMP/PUMP 1 .04 X 1809 7 = 72.36 SFr SIZE DETENTION BASIN: ROOF DQWNDRAIN 4.65 X 15.6 = 72.4 SF NORTH UNIT BASIN P-1 BASIN AREA TRIBUTARY TO STORM WATER SUMP /PUMP I PL SITE OR 4" A.0 OVER 6" CLASS II A.B, f 6' THICK P.C.C. RIBBON GUTTER OVER 6" CLASS II A.S- NOTE: CONSTRUCTION MATERIALS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION r1• TYPICAL SECTION ALLEY NOT TO SCALE SQLINM BEM SCHEDULE PILE NO. "H" SOLDIER "d" "S" LAGGING HEIGHT BEAM EMBEDMENT SPACING THICKNESS S-1 THRU S-6 S-12 S-13 S-24 8.5' W16-26 10.4' 8' 3" S-7 THRU S-9 10.5' W16-35 12.2' 8' 3" S-11 S-14 THRU S-20 S-10, S-21- S-23 12.5' W18-97 17.1' T8v 3" TEMPORARY SOLDIER BEAM SCHEDULE SCALE: 1 "=20' 0' 20' 40' 60' SCALE. • 1" = 20' 3" OR 4" THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER SEE SOLDIER BEAM SCHEDULE DETAIL C LOCATION LAGGING OPTION 2 PROPERTY LINE SOLDIER BEAM PER SCHEDULE LOCATION LAGGING OPTION 1 8' SPACING FA SOLDIER BEAM PER SCHEDULE LAGGING OPTION 1, FRONT SOLDIER BEAM � to x I c� w J x � II � x LAGGING OPTION 2- BACK SOLDIER BEAM 0 w x c� N w w SOLDIER BEAM PER SCHEDULE DREDGE LINE U z- Lu 3 W m J w w II w w 8070M CAISSON 1 24" rft m I EEC. GRADE Ld w 1' a . I 4' THICK DOUGLAS FIR CONSTRUCTION GRADE TIMBER 3/8 " GAP DRAIN THROUGH WALL ONE BOARD HEIGHT WELL DRAINING PEA GRAVEL MIRADRAIN PERMEABLE FIBER 24" DIA 4-SACK SLURRY STEEL SOLDIER BEAM PER PLAN Fy = 50 KSI CAISSON �r/ SOLDIER BEA1i B M TS PROPERTY LINE JR A�..ww� 24" DIA 4-SACK SLURRY MIN. 3" LAGGING OVERLAP AT PILE 8' SPACING SOUTH UNIT BASIN P-3 SHORING DESIGN REVIEWED AND APPROVED BY ESGIL CC❑RP. AS PLAN CHECK NO. 19-2,0.60 bA-rrb 5-6?T-EAAT3E,� 1S j 2-v1O E DRAINAGE SCHEMATIC DETAIL AS -BUILT SPECIAL INSPECTI❑N REPORT PREPARED BY T SCALE: 1 "=10' � DATED TEMPORARY SOLDIER BEAM IIAI.L C, d," 3-16-22 ON FILE WITH THE ENGINEERING DIVISION, E.O.W. C60957 DATE DESIGN DRAWN BYt CHECKED BY, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS s GAC GAc AC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT AS -BUILT - 3-16-22 GAC INT, DATE PLANS PREPARED UNDER SUPERVISI❑N OF REc MEND I]; []U jj; GRADING PLAN FOR, 11Fs�l pop 25 BRASS 91"„ (, PT, Na 10�41 LOCA7709 KFASFXE 0FNO1RTif9GIlA� F�0Y 107 UBLIC W❑RK DATE, 1-20-19 �----�� 3$�I MANCHESTER AVE. .5 MW NORTH OF ENGINEER DATE PLANNING '� � ,""" JE SE ❑WENS EDWARD J, MER RfCG1R0 emu• rrrAs Dal SrAnc�v FNC-41 � R.C.E. N❑,� 60957 C N IN R APN �G1 �91-14 FIEmnom 71.46J A(SL ❑ATw.. Atr,VQ 1929 Fa7 REVIEWER GREG❑RY' CAUDILL � fe ENGINEER DATE INSPECTOR � 4/21/22 EXP., 12-31-20 DATE DiAlf E PLANNING CASE NO, 2908/2909/2910--2019 DR/CDP 6-27-19 REVa B-30-19, REV 2-5-20 DRAWING NO. 14383-G NP SHEET 3 OF 4 LEGEND: :101219MIR A EXISTING CONTOUR: OVER HEAD POWER LINES: OHP ""a - ROOF DOWN DRAIN: ■ D.D. BMP TREATMENT AREA: PROPOSED BUILDING COBBLESTONE DISIPATER PER PLAN: SILT FENCE SC---1 GRA VEL BAGS CD-38: INLET PR07FC77ON CO-36. UNLESS NOTED OTHERM PRIVATE CATCH BASINS TO BE 6" DIA. A TRIVIA! GRA TES BY 'ADS' LOCATED IN PLANTED AREAS REFER TO LEOE'ND ON SHEET 1. PERMANENT POST-CONSTRUCIKIN BMP ' HOT TO BE ALTE4E[) WITHOUT O Y PERMIT EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GEOFFREY EN AT (76o)-230-8462 ,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR, 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCINGRAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE, 7. ALL EROSION CONTROL M EASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%)- SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. flow Concentrated- Rock filter(use if flow is concentrated) rx x- x i ___________________ i x Edge of ! r--------------- I sediment trap ! I ! Drain inlet I I I I I I !� �--I A I Sheet flow I Geotextile x l i i I x Blanket iI ! L--------- -__J I -Silt fence Per SC--01 I I xL-------------------J }( x X x-� m Plan 0 f ❑I PR0TECTI0N TYPE 2 NO-1 TO SCALE Notes 1. For use in cleared and grubbed and in graded areas. 2. Shape basin so that longest inflow area faces longest length of trap. 3. For concentrated flaws, shape basin in 2:1 ratio with length oriented towcrds direction of flow. "v r 2.0% w Stabilize area and grade uniformly around perimeter Geotextile Blanket I 1:1 slope 3 Min Drain inlet Notea ` 1.2m± Remove sediment before reaching one-third full. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT - 3-16-22 GAC DfSWJlcw• 25' BUZ DISK. PT. NO, 10fI LOCH IIM- 7NE EAST ME OF NLiRThBO[AYD Nl F-A Y 101 0.5 MU3 MORIN W UESOM RECORD FRW ENOWFAS aW7M 070 QtC-41 ElEVAIJONI- 71.40 XSL DAR*.. NCV,D. Im fffT Section A -A PUMP OUTLET TO BMP SURFACE S.D. OUTLET FS 1 aa.5 TO EdP (E.G. 141.9) SURFACE IE OUT 99.3 TW 100.6 FS 100.25 BW 94.60 G .9 = 10 0. 15 IE .16 ,#Rp rr11 ��++ .y 2.6 y�lv ��•• v. ' TG 102.40 E 99.34 L FS 104.06 100.61 TG 104.05 S 103.94 IE 99.53 b � 1:ax -S/w � d� . a .. �y A ry 104 FS, TG 100.12 IE 99.62 , FS 95.24 �I 1--r 3 BASEMENT F.F. 95.49 Fs 1a 1.Ox o FS 95.24 � coin TG 103.2 =. Ii~ �611 TG 99,20 wary n IrT: L= IE 98, 2 0 rr,AdL _ .... h .^fir rl, =s T = 14 Z i - �+ RD T gga 10315 TG 103.3 IE qS. a .� r •� 10 . 1.alG -..� I" S 96.14 I l;6.11 FS PR G 0 BASEMENT F.F. 96.39rri 101.60 F5 105,14 AS -BUILT t-l-!& 3-16-22 E.D.W. C60957 DATE AS -BUILT APPROVALS - ' ENGINEER -. ENGINEER BW 95.64 S7W z.sx FS 104.6 TG 104.1 101,1 IE 10020 F5 105.1 . FS 101.6 FS 104.9 TO 105.0 u 101.20 FS 101.5 IE 100.38 F5 101.2 (E.G. 103.3) TG 102 2 PUMP OUTLET IE 1 a0.U2 TO BMP SURFACE S.D.gMOUTLET SURFACE IE OUT 100.00 DATE UBLIC W❑R PLANNING REVIEWER DATE INSPECT❑R EXTRA .STRENGTH FIL TEr? FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR - WOOD POST ATTACH FILTER FA6I�IC SECUREL Y TO UPSTREAM .S'IDF OF POST -- , FS 105.29 (E.G. 107.8) TG 101.07 IE 100,57 Ilr.■--1�.■-Iln■- �.•- �.--�.•- r■- .■- .■- r 11j11 Irlrr rrl rr 1�111 IIII�IIIIIprrr11j11rrNrrr�Nlrr�iilrri+� ;fir 11 � 0pop �IIIloll�I Eli III � J �■ � r INT, DATE PLANS PREPARED UNDER SUPERVISI❑N OF DATE, 1-20-19 Xy,. R.C.E. N❑,l 60957 GREG❑RY CAUDILL W/ 4/21/2 EXP.! 12-31-2O TEI16oAMAffY 5yaw TG 105.1)9 S 108 L, ' L,S.IE 1.09 N. :r 71 • RIV.'E- WAY:' . . z -2:. x F� •7. 1. 5 . ��--••r'�x =-o:1�aT'-� 1, ;:. :� r �� ; "�. r�:.�n ,gyp � � • r i •.1 , yIR r .�j 11fE 105.99 .S.IE 104.99 FS L.S. Y TE�I°ARARY SI0M � FS 106.19 (E.G. 108.8) ENGINEERING DIVISION APPROVALS REUMMENRED: ARBRI]VEE1 Jj?SSE a ENS EDWARD J. IMMER CITY GI ER 3U ?-4Z Q DATr RATE 0' 10, 20' ' 30, SCALE. f" = 10' GRAVEL BAG BARRIER MOTE'S: 1. Stack gravel hogs in at least three vertical rows abuttina each. other and in a staggered arrangement_ 2. for each additional vertical raw, ndd qn additional row to 4 inch PVC Pipes the width. burybags_` $•'deep 6 inch Min Diameter rock o��p�[lGJ�] ! 12 inch 4 fee! lti ' lj CROSa_--SECTION Woven fcbricgravelbag Filled with ❑oorse gravrBi - Alin. weigh' 88lbs. flinch PVC Pipe for dreir.age depending) on £ieid conditions ' �24 inch Min I 'bury nags /B"deep FRONT VIEW GRAVEL BAG BARRIER t],7T Tn 771 1VI. FITIV.12 ';, ,51,. ;• .11 '/ T ; �4'' •' !� 'r� r�r �p 1 i �► r � r a •� '► �► :•r r a► :' � .gyp .�► ..�• ! � a* � ! CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR, 2381 MANCHESTER AVE. APN 261-491-14 PLANNING CASE N❑= 2908/2909/2910-2019 DR/CDP 6-27-19 REV.i 8-30-19, REV 2-5-20 DRAWING NO. 14383-G SHEET 4 OF 4