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'// 1 •I i•-0/ 1 L1]' 1 111 1 r III]/ I/ •I'I I/ ]• I 'Y I I]' ']• [ "1 a' ], 'd t :]a 'Y I" ]I I• 1/ •' h "•I ]I •-II I• `/ ` I a r .` -a" r ]I 11 I I `I - I I • II "I ] ]" `]I ] Ih J'/1] ^ I. r•.1a1 ] / I ]I ` I • / •. ]' • /C ^] •1 I I /' I IIII' II/ I•• I t I I ]I / I ]' • I] / t I 1 ] 1 ]]' I I • '.II /•. 1I `•t / I./ r' ]] I •n•.•L• I / I IJ]/ 1. / •/1 .. I•]'• / a •!,^IF -I I I 1I]'II -.. I ]' 1 .•11 ]' ` ] I.^L' I 1 01 a ]'./ I" a•_ ell I. & 11 • 1 I'I]' I . ]IIII wI <A •11IC ]I ! 1 I 1 ^I ] I a I• 1•' I ] `]•!' I I •]' I -]I I' I C ].104 D ] II44-01EMN •I. q' I pl'IC I I r / ! I h]' .I } 'I Ely MATERIAL. UPON COOKETILN OF GRADING OPERATIONS 1£ SHALL STATE THAT 1. THE EXISTENCE AND LOCATION OF UNGERG iO(AIO UTILITY PIPES AND STRUCTURES SHOWN Z A REGISTERED CIVIL FIELD OF Ai LI THE STATE -R CA.IFONIA OBSERVATIONS AND TESTS WERE MADE BY HIM OR USER HIS SUPERVISION AND THAT IN ON THESE BANS WERE OBTAINED BY A SEARCH OF AVAILABLE FECOIDS. TO THE BEST OF PORTABLE TOILETS NEST BE ON BOO) hT AND ORDER POD DECKED PTS AMALY FOR LEAKS. CONTRACT(! BUSINESS IN THE VAL NT APPLIED SOIL MEOMVNILE HEREBY CERTIFY THAT A SAN;DS HIS OPINION ALL EM4WM NT5 AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR DVTBLFD UP KNOWLEDGE THETE ARE NO EXISTING UTILITIES EXCEPT AS SOWN ON THESE PLANS �"L ES SURFVIDE SECO61R1' L'LN7ADMBVT AND LOCATE PORTABLE 70DFT5 AWAY FROM STOMORAS INLETS ON AND CTIOY OF THE SOIL CONDITIONS016AND FOR AN LIFE XITHIN S WAS N4fF BY N (R ENDS MY LEE. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DEE PRECAUTIONARY MEASURES TO PEAVILOS c��' DIRECTION ON AfX7ST !L 20l6 AND FOR AN IWATE ON ( E B COMPLETE Y THE SRDS PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS REPORT COMPILED FROM THIS STUDY, WITH MY REI TRINT WffEN SLUM 7 W TO THE OFFICE ff 13. THE CONTRACTOR SMALL PROPERLY SPACE ALL EXCAVATED SLBFACES TO PROVIDE TIE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OMII OF SAID ALL CONSTRUCTION OEHRIS SMALL BE KEPT AWAY FROM THE STREET. BUTTER AND STOWMIN. CONTRACTOR THE CITY ENGINEER. FUD� I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT DE POSITIVE DRAINAGE AND PREVENT PORING ON HATER. HE SMUT CONTROL SLFFACE WATER UTILITIES ON STR.CTIES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION MOST ROUTINELY Col AND MEAN OP MATERIAL THAT MAY HAVE TRAVELED AWAY FR04 CONSTRICTION SITE FECWEA04TIOS BMUED IN THE SOILS REPORT FOUR THIS PNO.ECT HAVE SEEN INCORPORATED IN THE AND AVOID DAMAGE TO ACDINAG PROPERTIES OR FINISHED WOW ON THE SITE AND BALL OF UTILITIES 00 NOTIFICATION OF COWeCEENT OF WU74: FOR MORE DFOiMNTION ON STOMWA7ER POLLUTION CONTROL HEAS.RES AND fEODAENENTS PLEASE CONTACT SRADDAS PLANS AND SPECIFICATIONS. TAME RENDIAL MEASAE TO PREVENT EROSION Or FTESLY GRADED AREAS UNTIL SLU1 A. SEWERS - LWO - (]BOP 753-0155 THE BTGIPEERIAG DEPARTMENT, CITY IF EACD4ITAS AT 11 633-1 TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASLES HAVE BEEN DSTAUED, S. GAS D ELECTRIC - SUGE - (7601-439-6200 L. WATER - E - SECDIOUTTOBELL WATER OIS7AICT-1-B00-227-cTi(]0 ' ,I 14. ALL AREAS TO IF FILLED SHALL SE PREPARED N. SE FILLED AND FILL ERA SE D. CABLE TV - SEC BELL - (76M-(7-341f //•e PLACED AI ACCOROAIICF WITH STANDARD SPECIFICATION. ALL VEGETABLE NATTER AND E. CABLE TV -COX COWNICATIONE-(76O-BO6-9B09 X$233 STATEMENT OF ESD�R ff ILFi( � M 1 f dI�PS_I$ QpOFFBBH OBI.ECTIOABLE MATERIAL SW.L BE REMOVED BY THE CONTRACTOR FROM THE S.FFACE CRON TIE UCEISIGED DEWS AGREES THAT THE NOW FERFORED BY THE ENGINEER SHALL COMPLY WITH THE M AMA= S. DIALLO GATE `� OU WHICH THE FILL IS TO BE PLACED. LOOSE FILL AM) ALLUVIAL SOILS SHALL BE REMOVED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO GEEAALLY ACCEPTED STANDAM AND PRACTICES OF RE ENGINEERS TRYE WROFE55IOIV. THE EAGDEER RICE 54071 TO SUITABLE FIRM NATUAL OCUD. THE EXPOSED SOILS SMALL BE SCARIFIED TO A BEGINNING ANY NOW ON THIS PROJECT. POSE (760)-633-2770. FURTHER AGREES THAT THE NEW PERFORMED HEREIN SHALL B: IN ACQCR04AF WITH HE RLLES AND (EG ND: 2704 GE 2704 o fA DEPTH OF 12 DOES AND THEN COMPACTED TO A MINIALN OF 90 PERCENT. IT BALL BE RESLATIONS REQUIRED BY THE CITY Or ENINITAS HE TO THE EXTENT THAT TENRiDffCONTRUES LORES SUCH Sere. DATE 121341 Bp.l ll TIE CONTRACTORS RESPONSIBILITY TO PLACE. SPREAD HATER AND COMPACT 3. THE CONTRACTOR 9441 GIVE 24 HOUS NOTICE ON CALLS FOR INSPECTION. PHOE PERFORMANCE. THE ENGINEER A5EES THAT ANY PAN7£OK OR REVIEW PERFORMED BY TI£ CITY OF ENCINITAS or ,. THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. (760)633-2770. ALL WOW PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT IN ITS CAPACITY AS A I'9.9_IC ENTITY FOR THE PLANS PREPARED BY THE ENGDEER S NO A LETERIDATION TO fEr.ECT1ON AND /EADVAL. FAST C0.MY SOILCONSUTATICW G EAGDEERAG AC. m 0F0 P�P 15. CUT AND FILL SLOES BALL BE CUT AIO TRIMMED TO FINISH GRACE TO PRROO.YF BST DOES NOT RELIEVE 71E OtiIfE OF FE33WIM LZTY RAPES OR DOZEN OF ION AN) IT 10925E CA 9207E 30925 fARTLEY ROAD SUITE I SMOOTH SURFALF AND UNIFORM GROSS SECTION. THE SLOES OR EXCAVATION AND ODE pp7ES. DfYOYEAET'ITS flASED T1ffE0N. 7H£ ENGDEER AGREES TO D�ANIFY AO HLOD IIIPM.E:S TFE CITY OF (6191 258-7SE 01 WOW AND LE STALL BE SRPED OPLANTERRDERLY AND TRIMMED AS DIRECTED O DE E76DEEA O ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY IMA RY ARISING ,AB 0. 16-114784 hOPC AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER 1. ALL ROADWAYS SHALL BE A MINIMA Or 24 FEET IN MIOTH DURDG CONSTRICTION AND SOLELY FROM THE NEGLIGENT ACTS FAROS, OR OMISSIONS OF I* ENGINEER AND HIS/HER AGENTS OR WASTE MATTER EXPOSED OR EXCAVATION OR EEANOENT SLOPES WOCH ARE LIABLE TO MAINTAINED FREE AM CLEAR INCLUDING THE PARKING OF VEHZDr IN ACLOCANCE WITH EMPLOYEES ACTDS NITHIN THE COLRSE AO SCOPE OF SUCH AGENCY AND aFLOYNDU AND ARISING OUT O BECOME SillLOOSENEU BALL BE N ADVID AN) GSP0.® ff. THE TOE AND TOP O' ALL THE CALIFORNIA FIRE AM THE ENCINITAS FIRE DEPARTMENT. THE WCFW PE BY SLOES SHALL BE ROId'DED IN ACCORDANCE WITH THE RAGING OODANAF. /v///���I��/�/,,...,JJ\\ 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE WANTED AT THE FOLLOWING HEIGHT(51. 36 16. ALL TREES BRI/5Hl BASS AND OTHER L6ECTIOABLE MATERIAL SALL SE COLLECTED. 70 42 INCHES ABOVE FINISHED GAO$ TO THE TOP DE THE CONNECTION. PILED OR OTHERWISE DISPOSED OF OF THE SITE BY THE CONTRACTOR SD AS TO LEAVE SIGWTLI DATE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM A. IF AN FTC S INSTALLED SEPARATE FEET FROM RALHffLON/DO. I DETECTOR CEO( IT U15IGITLY DORIS. APPROVAL OF LOCATION OF DEERS FILL 3ALL BE SEQAED FROM TIE SHALL SE LOCATED A MINIMUM DE 5 FEET FROM THE E FDC MODOT VALVE. BRIA1 MICFNEL A/DYLDD B. WEN AN FDC S ATTA40LE TO THE BACKFNIS ROC, RAC FOC MOUNTING /EIGHT SWLL ,,1.F SAILS ENS]TEBR AND CITY ENGINEER PRIOR TO THE DISPOSAL DE ANY SCSI MATERIAL. STILL SE 36 TO 42 INCHES MAX ABOVE FINISHED GRACE. PASD CARET 9JI7EA G ASSOCIATES NN^' �Igy� C. IF THE SAXFLOM/LOC IS INSTALLED WITHOUT AN VDD BOTH MY VALVE HAND -ES 535 N. HIGHWAY 101 17. THE REMOVAL DE ANY AND ALL CITY TREES SMALL !E LOSS7LM WITH 7/E CITY BALL SE MOIA'ITEO 36 TO 42 DATES ABOVE FINISHED (iiA!£. S11AM4 IEAOi CA 92074 URBAN FOREST MAIJAGI]ETIT PROGRAM. TREES LOCATED XITHDI CITY STREET RIGHT -OF -MAY, C. BUSES TIRES AND SIMILAR FOLIAGE S14LL NOT BE LOCATED WITHIN A RADIUS OF 5 (B58109-al ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AN) FEET A= TFE FOC OR &IIXFLON/WC VALVE ASSEABLY. CRDUD COVER LANDSAPE S RCE EXPIRES 12-31-19 No. 7165E S1ALI_ BE PROTECTED IN PLACE CURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION OR OSTLFBAAE OF CITY TREE FJOT SYSTEM Si4LL E. TOP ACCEPTABLE. STEM FOR BACKFLOX/0[DC SMALL NOT EXCEED 48 INCHES DN FEIGHT. A Exp. 12/31/f9 Nw =0 WITHIN THE CITY TREE DRIP LDE AREA (THE AREA FROM THE TRNK CF A TREE TO {2 1} aH THE OUTERMOST EDGE LF DE THEE CANOPY PRO.ECTION ON TIE GOENO. IF A CITY TEE 3. PRIOR TG THE ITELIVERY DE CpIBLETIB.E B/IlOING COVSTRICTDN MATERIALS TO TFE ! �N APPROVED ]IMPROVEMENTS ARE IN �F'LIICCT WITH A CITY TREE IT IT Mil BE PROTECTED IN PLACE. EV94 IF NST NOT BE DSTULEU PROLESATISFACTION SITE ALL CF ITE OF THE THE OLLOWHDEPARTMET'1C ITI96 BALL BE COPLETEO TO THE �4�0 UNLESS THE PLAN S REVISED TO ADDEss THE TREE fETAVAI-• A. ALL NET AND DRY UTILITIES SILL BE INSTALLED AND APPROVED BY THE APPROPRIATE PASCO LARET SUITER INSPECTING DEPARTMENT OR AGENCY. BMP PROJECT STATUS D4FERViDIE AREA B. AS A MININN THE FIRST LIFT OF ASoHALT PAVING SHALL BE IN PLACE TO PROVIDE A & ASSOCIATES STANDARD ]!PERVIOUS AREA PRIOR TO COSTRFTIOM BEES IF PERMANENT ALL-WEATHER SURFACE FOR EMERGENCY VEHICLES' AND CIVIL E148INEERING + LAND PLANNING+ LAND SURVEYING 1- L2iN IMPERVIOUS AREA AFTER CONSTRICTION 5117 S= C. ALL FIRE flYI1H4NRS STALL SE DS7ALLED IN STYE AND ACTED BY TIE FIRE ¢°MP DEPARTMENT ENT AND APPLICABLE WATER DISTRICT. 535 North Highway101, Ste A. Sol Beech, CA 92075 '•I rnrn OEOEASE DI DPBRVIO6 AREAL - 51 SF STORM COATMAINTENANCE AGREEMENT PER lz ph 858.259.821E 1 Ex858.259.4812 1 plenengineering.com DPERVICUS RHEA REPLACED: 5117 SF REC. _.1i-GLIB---- " v Too a BIFNFRDMC DATA LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING PARKS AND RECREATION SAN DI EGU ITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT STEEPEST EXISTING NATURAL SLOPE ON-SZTE To WA PLELIL M4XIMN VERTICAL DEPTH OF CUT - 15' APPROVED BY' LWD DISTRICT ENGINEER VERTIGO DEPTH OF FILL -3_7' (UT IT 1" C.Y. FILL I sC.Y. _ F �s�IY R�oll ��E+r> "TF' (j a z2• (� (fe _ I.8.10 �vw� 46Q92-e8� (3'-4' RECWPACTION UNI BUILDINGS) DEXTER S. WILSON ANC _ SIGN DATE GN c7` SIGN DA SION DATE UN flow DATE Y .rp N. F. .../ ]/ MI DATE - DATE Ill U 754 N. COAST HIGHWAY 101 2-C71 PLANNING 5 - rDWAK crR tRFER L. Ku VALLEYSIDE DEVELOPMENT INC 4-21-21 FEN' R.C.E. W- TEES, / APR: 256-023-0B ryrF BRIAR MI(}AEL ARDOL]DIO OF: 12-31-19 DATE �-4./4' NTC itlg - ....-- -.1 .-_ .- M- -., ......1 owl I CLEFT 4 nC 4 PLSA 2435 LDEV-011816-2017 NOUN LELGMIA M4SMGV7M DSM= SEMEN MCTER 1. TIE MIIRQMME D ALL PROPOSED CAPS WILL SE IE RESPONSIBILITY CE 1. LAD APPOVAL OF THESE FLAG DOES NOT RELIEVE THE APLICAR, PRIVATE E GIEETR OF WOK,-OVERRM RISER rG PER PLAN Lwa IE OILERS. THIS NIL INCLUDE ANY POST-CUSINX.TMN 9F AS WELL AS ANY OR CNTRACTOR FROM RESPONSIBILITY FOR 77E CO4ECTILN OF EMS AND OMISSIONS CONSi TION GNP RAT IS DETER ED TO FEED TO FMAIN FEINlIENTLY DS DISCOVERED DURING OR AFTER CONSTRUCTION. DOWN SRroUT LFiPi00TED ODIBlT SDA.5.0. -SPAN DIEGO REGIONAL STANDARD DRAWINGS �AAr SPECIFIED PERIOD OF TIME AFTER TIE COMPLETION OF ALL CONSI RUCTION 2. ALL DESIGNS MUERLYS, AND C06TR,CTION MM aW.L COIFORN ro LELCMIA WASTEWATER TOLERANT ED DROUGHT NTS FOR DISTRICT LAU SEWER STANDARDS AMC TO RE REQUIREMENTS OF TIE STANDARD SPECIFICATIOS 2. THE O E R WILL BE FFRESENTED WITH RFO MATAN ON SOURCE CONTRA. FOR PUBLIC WORM CONSTRUCTION (GiEFISOM AMC THE REGIONAL STANWD BRAWIALS MOST 8" MIIJ m APPROVED sons OR INSTALL QEmkTIYE FlEAVIO.G PAYH6 BY PROPERTY BOUNDARY WASHES SUCH AS I E PROPER MEANS OF 019 WDG OF PI LUTAN14 DIRECTING CLFEE7NT EDITIOS. IN RE EVENT OF CONFLICT. TIE LNO SEWER STANDARDS GOVERN. _L SELGYD OR Clily ARiD1ID EQUIP. WAS WATER INTO LAPUSCIPING AREAS RATER RAW INTO THE STREET GUTTER OR 3. OSM SAFETY ORDERS AND 0" CONFINED SPACE ENTRY REmIIREIEMS SHALL BE FOLLOWED AT � -5 pppppSED COMTOp$ ___ 255 STIFF DRAIN NOWNIIING TIE USE DE HOUSEHOLDCLEANERSDCLEANERS AND OTHER PRODUCTS ALL TIES WITHOUT EXCEPTION. i / PER MICIIIECT 2" SECURE PER MAMFACTUERS -.. MEN THEY HAVE THE POTENTIAL TO mIMIBUTE POILUTANTS ONTO SIGN WATER 4. RE CONTRACTOR SHALL MVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER MOTES 2 G 3 ON film ENGINEERS) SOIL (1/B SOIL SPECS " TO IT' ROM EXISTING CDWCONTOURS_ _ _ _255_ AND SPILL CLEAN UP TEI NI0.ES. THE IGEMITTE AT ALL TINES. r - K M SEE NOTE ELQW 3. IN TIE EVENT GMT LAfOS:APIIO WATEAIALS ARE RE➢UliilD TO BE STOCK- S. THE CNTRACTOR STALL GUARWTEE ALL NOW FOR A PERIOD E ONE YEAR AFTER THE DATE OF INSTALL 3" MIN. FENS. 1 GDINT FILLER MD. 6" PCC CON CENTERLINE - 3. IiI THE EVENT 7H4TILES WILL BE ING 011 mTS A CE ANY DRAINAGE E m� IN FINAL ACCEPTANCE BY L U AMC Si1LL REPAIR OR RANF AWAY NOW THAT MAY PONE PVC SBA1IN AT BOTTOM 1 rt (1/e" TO 3/B" RAXI OAR ro REDUCE TIE POTENTIAL FOR STAIN MATED ro CORE IN CONTACT WITH WHATSOEVER T ONAIROIIBMIP AHO/m HA TERrALs WITHIN TIE AE-REM FEAIm WITIOVT EXFEf� OF ONYEL 9:2rrol .. EXISTING WATER WAw -W� AMC SSPFND T E MATERIALS WITHIN ITS FLOW. IN ADDITION ro RE LOCATIDY MRIOR TER G NINLMRy 6" MIN. BE 3/B" GRAVEL CF - NO. IE SASE FS/FG FER ROAN EXISTING SEWER Maw �5-- CO RE OF MORE. THAN NEW Y. STOCKPILESETHE SWILL E REMAIN S RACE FED THE S. PRIOR L BEGINNING SEWER MAIOF EC 72 H3UfS NOTICE TO SR SPILL SEGUE A MLAITO PERMIT FOR ION.ON51R/CTILN aPGI AiA� BtBE ' +. COURSE DE MORE iIAN 1 01Y, MIEN THE STOCKPILE MILL SE ADEQI7FIY WYEIED 7. ARPfD�L OF THIS PLAN B LMAU DOES MOT 0l6TITUTE AMCFEPESENTA ION OF THE ACCOMCY OVERFLOW "BE TO - - CLA55 II BnSE EXISTING 6A5 MAD --G G-- SCH TINT PRECIPITATION WILL NIT BE CAPABLE D COMING IN CONTACT W17H O TE LDCATIDN (F, OR TIE EXISTENCE OR AOfE%SIQf£ O' ANY UNDERMINE) UTILITY, TAN( FOR STOM€E 0" HT PC 6" X 16" d ' , RE STmFIlID ARTERIAL. PIPE OR STRICTURE WITHIN TIE LIMITS CF THIS PROMECT P-� C� . ` _ n ___ _ _ - EXISTING MANGLE O 4. TIE PDPOSED DWIFATION SYSTEM WILL RAVE AN AUTOMATED MIN 9UTDF 8. ALL REVISIONS TO "WINES SILL BE APPROVED BY TIE LND DISTRICT ENGINEER IN WRITING M BICETENTION ENSDEEE0 SOIL" LAYER SVIL BE MDU MM film DEEP DEVICE MIC H NIL OISOWD" IRRIGATION IN TIE EVENT OF MIN AND IF PRIOR TO CONSTRUCTION. SANDY LAM' SLIl MIX WITH ND MBE TWO 59 CLAY CONTENT. TIE XV( 5' MIN THIIX - V 6'DRAINAGE DIRECTION THE SOIL IS SUFFICIENTLY SATFLATED. 9. COIECTITN6 TO EXISTDCG SEWER PIFE OR MANHOLES SILL ONLY BE DOE IN TIE DIRECT 94ALL CONTAIN 5060X SAID 20-30E COMPOST OR X"MOOD MMLOL NO 314E WEED ROO( IDR PRESENCE SE SEWS THE LAD 71SPECTW. MEN ER ILL NOT BE CONNECTED CTED OR ALLOWED TO FLOP 20-3TOPSOIL. FIFE OF STORES STUNS MOTS OR SIMILAR O&.ECTS PROPOSED AC PAVING 0 5. THE AHOFlDS:D IR361T11M SYSTEM WILL BE POIITDQY DEFECTED AND TO EXISTING SEVER UNTIL AFTER ACCEPTANCE OF ALL UPSTREAM WORN BY TEE UD DOGROTOL AMC ALSO FREEOFNOXIOUS NEEDS.MSEE 4f7SE fr2 FAIT F1.RAER LETAR WAINTAIED TO ENSUE TMT OVER WAlE326 IS MUCKLIFR BiR®V OR OR AS APPROVED BY DISTRICT ENGIEER. MALFUNCTIONING S'AINQEROIL BE REPLACED ROIL AS MEEDER Ago IN THE 10. ALL SERVICE LATERALS SW1 BE LOG7ED AT RIGHT ANGLES TO TIE SEWER MAIN UNLESS Mx 3/4" OWED ROOK LAYER 9ALL NE A M24DW CF 6• BUT WAY BE PERVIOUS PAVERS PROPOSED BUILDING FOOTPRINT REPAIRSEVENT WILL7LL E APMNSEV FOR AND RE ZRFMTZZONN SI'STEM WILL EIDER SE 11.�IKYH HIGH 5• SIEE SHIM AS HALL BE INSCRIBED THE Oi6 FACE AT EAOI LATERAL LOCATION BY SETBY LWO ON RE PLANS. OEEFEIE) TO INCREASE THE IIFILTM71m NO STOMCf ABILITY ff TEE NOT TO SCALE PROPOSED STO910.9Aw PIPE PER PLAN 91UFDDWN EMIf1Y OR TIE PRB.BM AREA WILL SE ISOLATED AMC TAKEN THE CONTRACTOR. CFFLIE ff PC65IB.E UNTIL THE PROBLEM IS CORRECTED. 12. A 10-GASE SHIELDED COPPER WIFE SHALL BE BWIED OVER EACH LATERAL. TIE WIRE STALL BE 71E EFFECTIVE AREA ff THE B4SIN %NULL SE LEVEL AND 9ILL E SIM PROPOSED AREA DRAW P EXTENDED UP TO A 2• COPPER TAG TIED AO SOUSED TO TOE MITE. THE TAG OVER THE SEND 5ASE0 ON CALCULATION. B. FORglaze STAIN MITE PO,UHT AM A PARADES AL RA[FF FR T Al NOff MAIN SMALL TER D&TE 6" ABOVE PAYING SL WITH FRML LOCATION AST BELOW PAVING. PROPOSED 12"XI2" INLET ❑® OMIS ION A DDMAR O RIE AND I/R� NTO PICK ro TIE TAG OVER RE CUSTOMER ENO OF THE LA7'EAM_ SN LL EXTEND ABOVE SPAM LID_ m IN SYSTEM. GY MRE UNR T E AREAS EET AMCitR TNTO TIE Pa1C sTarN FLOW THROUGH PLANTER BMP (TYPICAL) OO4ECTED aMC SHALL TIEFEAFTER BE BRgo AT liE POINT CF CU4ECTIU•1. -- LNF AREA OMEN ION CAM. SASS ANO DT SERAPE EDTIMMTDESIGIVID ROFOR FROM VEWATC 13. ALL LATERALS SAL BE CONSTi#CTED CLEAR IF DRIVEWAYS. 6' PCC CURS &GARTER DILUTION CONTROL 9WL ID7 BE MAOffffO X1770UT A PERMIT FRBI il£ CITY. 14. ALL SEWERS AMC LATERALS 9-ALL BE WAYME BALLED ON ,LETTER LOW WESSUE AIR TESTER NOT TO SCALE 7, OMER TO OBTAIN A CONSTRUCTION PERMIT FROM TIE ENGINEERING AMC TELEYL'ID AT THE APPLICANT/CONTRACTORS EAFENSF PRIOR COSDEMTIM FOR FINAL _ DEPARTMENT AT LE457 48 H %M PIED TO WORKING IN TIE PUBLIC RIGHT OF ACCEPTANCE BY LAD. AIR TEST 9W.L BE DOE AFTER CONSTRUCTION OF ALL OTHER UTILITIES HALL MAY. FAILURE TO M SO WILL RESULT IN AN ISSAAME DE A STOP MUM MOTILE AO UTILITY LATERALS. AND DOLHE FIERITr FEES. IT IS THE PE93WZ ID17Y DE THE OMER TO HOOW 15. ALL MOM AND LATERALS SHALL BE IN PLACE AMC BALL PAYE FINAL APPROVAL BY THE L U METE THE LOCATION OF THE PROPERTY LIE IS. DEFECTOR PRIORTO PAVING. PERMEABLE PAVERS j IS. ALL NEW CONECTIOMS TO EXISTING SEVER SHALL BE RAKE TO EXISTING NOES PADS NI7H B. ALL UTILITIES SERVING INS SITE SALL BE B67A.lM LKE)iS000. GASMETED PVC SAm£ WOE, OR SHALL BE MILE BY B6TAI-LZM /EN MMM.FACTUES RYES. FORCL ISTALMC BG NEW MANUFACTURED NYM STANDARD BELL ASPILDOR PL AIN AIN END WYES AND ROW p, ROW PROPOSED GARAGE DRAIN 70 SEWER 9. AD CNENIRITED DRAIMSE FLOWS ATE PERMITTED OVER ADJACENT PROPERTY RIME END PIP: SPOCLS MTCMIMG THE ADJACENT EXISTING PIPE WAY BE USED FOR INSERTING -_ LING. WATER 15 TO OMEN MAY FROM STRCTURES FOR A MINIMUM OF 5 FEET WOES INTO AN EXISTING SEWER. ALL COfECR06 NOT MALE TO EXISTING WYES MUST SE Of p•-- 00 6" FCC DENS AT 2 PERCENTMD SE CONVEYEDTO AN ACCORDANCE WITH LED STA IM. APPROVED AIMIISE FACILITY. 17. FOR C7NECTION CF MEN LATERALS TO EXISTING PIPE GREATER THAN B-ICH DIAMETER 1 0 HEIGHT FLUSH CURB 10. EROSION CNTOL IEASIES OFS. BMW FIBER MARILY, VEGETATIVE COVER CONTRACTOR SHALL BE CUT IN A MEN WYE PER ABOVE OR MAY LSE SUITABLY SIZED RAMC 5 15 75 MVHi 15 RETAINING CMU RANTER WALL DARE MATIM MUST BE IMPLEMENTED IM6E APLIfAE E TO REPENT SOR. STYLE Wm SEWER SADELE PER SRO. U6. S-32. FRSICN AV L BA S) MET CODR0. MEASURESTOFR E.O. SILT FBC F OM I FJf. LYE - �.N� I - at -PROJECT MCI. ROLLED Cf.F>8 >8. IF MEEESSARY DRAG THE LATERN. CONNECTION WOK UPSTREAM FLOW IN TIE EXISTIG APN I I imar MOLLS GSITE BAGS) LAST E IN BLASE ro UST A S BBE FOLLOWED mI- TO SEWER AL TO BE TNNSTFE L Rt.GBD IN OCATI NS 1 RAPING ON PAPETi TRJEM FL FCR 256-014-09 OF ET.' LIE I SITE LEAVING SITE. FARM E WITH MA E BP MST MAY SE RIBUTTO WATER MAY RSA. TO A BOORARY PR VIS SiB16R. U AM BYPASS MATH SISWIEQUIPMENT I.PLL-TI RGC LND NO RMACT D MINIATEA WITH MATERIALS TINT MAY CONTRIBUTE ro 1/A7FA MAY REWIRE TEMPORARY PROVISION OF DUTY AMC BYPASS EWDMEM WITH FULL-TIME MVIEO FCC OR; UJALI7Y TEGAwTION DONSIEAM ED. CONCRETE OR STUCCO WSW ARIA$ VARIES is MMw ROW CL ROW GO4Ff® STM46E AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE 19. FKACONECTION PLAIN 00 70 PLAN ENT PVC SERER REPAIR MAL NGS GALL SE MACE I MIN TOILETS OVER A PERVIOUS S RrACEJ SE PVC MATERIAL MEETING RE SAE MATERIAL EGNIETEMS AS THE PIPE BEING REPAIRED. 11. NO DIRECTLY (1ANEDTED IMPERVIOUS LEAS DCIAI SHALL BE ALLOEO. PVC SEWER REPAIR COUPLINGS 5HW1 E RUBBER GASKEIID WITH NO CENTER STOP. PIPE ETAS ____ MMR -. -'C- - -- _- D M 6116E ...Y_ WEST L �. -I EAST SILL SE TFDOFAiY O.EAIFD PRIOR ro INSTALLATION O° TIE REPAIR CX.PLDG (9. THE --_ - 6. r2. B, BM 2, OCU FERNS STAIN RA(FF GENERA AND CONVEYED YU 1MPERVIOIS REPAIR COUPLING SILL BE SLIPPED ALL GTE WAY ON TO ONE PLAIN END PIPE TRW TIE PIPE --_. SPA 133 E > 6 PER I AREAS SUCH AS ROOF, R7(F OMw DRIVEWAY, AND STREET. SHIP MEASURES AND AD,DINIMC PIES SILL BE ALIGNED lOSET1ER AND THE RPAIR COUPLING SLIPPED BAG( W TOf M. i 1 SHALL E IDENTIFIED ON TIE RITE RAN. MDS7 CLMNM MEASURES ARE - INTO A POSITION EDUILLY SPACED BETWEEN TIE TARO PLAIN ETD PIPES. PVC SERER REPAIR �.. I 3, 15 I 4' AC OVER COUPLINGS SHALL BE AS MANFACTLfED BY PM PIPE OR EQUAL APPROVED BY LAD DISTRICT EX. 6' AC Na1EA� EX. B" AC NAhA • 6" CA55 II AS DESIGNATED ION AREAS MIDR LANDSRECEIVCAPED DOFF DRAINS Vf r A RDESIAEFF FROM APADx ETA . 6m AC 2+49N r aPROx STA . 8 TO WATER y VARY' F6N 13932-I EIMPS SHALL AREAS. BOAT AND LRAW A4D AREAS THAT ARE BEST. FOR ETGIEER. EX. 18 a 9P5 SFWl BE CELDMEATW CWI ROANS AND A NOTE PLACED ON FLANS ED. PVC OR VITRIFIED CLAY PIPE (VCR SEVER PIPE AND RYES NAY BE USED TO TIE -IN TO - ACP ED' - PROHIBITING MODIFICATION OR RIOVA_ CF TIE BF LANDSCAPE LEAS EXISTING VCP. FOR CMECTION OR REPAIR O' PLAIN END VIP TO VCP A ROW M85TRIES A; FQK. LOCATION ,.. WITHOUT A CITY FEWrT. INC. STYLE 501 COUPLING OR EWAL SILL BE USED. FOR CONNECTIONS CF VON TO PVC, A EX. GAS WAIN 4- AC 0 1- GRIND OVERLAY MICE GAIN NOTE FOR STOW WAIEA FOLU710R CARIBOU PAiV�S, ALL R.iGBEF BORIC DQSTRIM INC. STYLE RC 501 REDUCING COUPLING MATH MATCNAG DNVERTS OR 6" CLASS II AS GPER RI FROM ALL LRAIS SMALL OISIMFff INTO GASPS AND LADSGPE AREAS PRIOR ro APPROVED EQUAL SHALL E IFS] NIIM A GASKETEO ROVE TO MATCH TIE OMZOE DIAMETER BE EUROPA ST TYPICAL SECTION PE+ 13332-r EA. q• AD oASR 6• n ACM ITAS CLLECTIN, AND DISOANE CNTO TTE STREET MO/OR IRO RE pULIC STAIN TIE PIRE ON RMT SEE O' THE COUPLING ro BE MAIMED. THE CENNTER RAW SHIN-L. BE NOT TO SCALE (RIG G OVERLY DRAIN SYSTEM. GFMSS AND LAND9AFE AREAS DESIQATED FOR STUN X47M DUCTILE DON PER ASTM 53R GARDE L345-12 AND SILL BE PROVIDED WITH 16 NILS FUSION PER VEFLUAI POLLUTION CONTROL. RISE SWILL NOT MODIFIED WITHOUT A PERMIT FROM CITY. BOCEI EPDXY COLOR COED TO THE TYPE OF COMECTING PIPE. GASESILL BE SIBE SEP PER EX. 10• VCP SEWER PER M 556-17 IPCC DD ASTM C120IBA71Q COPoODED FOR RATER MO SEMER SERVICE. AL NUTS AND RLTS SKILL PER 14]� -1] 9" 016 RIBBON 6UTRA BE TYPE 316 APPROVAL CFSTAINLESS STEEL. MALLEY ro MAINTAIN 0.5% MIN DOSS (RIDING NOTE ALL THE MXN PROPOSED ON THIS ROAN IS f3VTIRLY WITHIN RE 21. FINAL AFPRDYAL ff THE RANG BY DISTRICT RGDEDR IS VALID FOR A PERIL] OF TIRE NOT APPLICANTS PROPERTY. IF ANY ANY PROPOSEDTURBINCE TO AL R AT HE DISPFICFERCRETION IS TO EXCFID C•E YEAR FROM APPROVAL DATE ro START CF CONSTRX7IA•N. IF THE CME-YEAR TIME SLOPE TOWARD RIBBON GUTTER TIE CITY FM n DEFECTOR A A9 A REELLT D ANT' TEN LE70 CF HARM 07 MZSSSM THE FROMTIE TION D AAMMCEMMT MUST ® � SUBMITTED TOC TIE CITY PRIOR LRLAN ECI 11START MMNOTt` FULL WIDTH OVERLAY AT COMPLETION (F PFOO,.EC7 DISTRICT ENGINEER FOR AN UPDATED NO APPROVAL. Y CWBES TO START DE MY SUCH NOW. ANY DISTURBANCE ON THE ADACENT PRIVATE REWDE ro THE ROANS SILL BE MADE AT THE DEVELOPERS EXPRCE AND APPROVED BY DE ALLEY TYPICAL SECTION PROPERTY TART HAS NOT ERN PFEV19-MY AUTMRrZEO IN NTrT AG AMC LID DISTRICT ENGINES? PRIOR TO RE START OF CONSTRICTION. ._... NOT TO SCALE SUBDISTRICT MCI PL MELT UNTIED L THECREQU� �IIOONAIS OBTAINED.ro E ISSUED FOR TIE �SYS�TEM CARE NOW IS CONDUCTED IN WI.L Y THAT w Dmi°�IS�L�MWAATEERR OAR K M? WILL ENTER THE SYSTEM. THE OONTMCTOR WILL BE RIO LIABLE FIR ANY REWIREDCEANTNG OR!R E PA RAN D18RUrT0 WATER DISTRICT MOTES 1. WATER MAINS LATERALS AMC AFF RTENMCFS SMu BE CONSTRUCTED AMORING TO THE STANDARD SPECIFICATIONS O= THE CURENT MATED ALLEY IE.SIDFNFDMDS 4 faiE* i I AGENCIES' STANDARDS COMMITTEE OWASC. 2. REVIEW (P THIS PAN BY SAN DIEGUrro WATER DISTRICT DOES NOT TEN 6" PIC CBS RAFI/MDXA/CLNSTIME REFFEENTATIM AS TO THE ACOUWY UF. THE LOCATION CR P� �PNNRAR APAOF, ON TEE EXISTENCE OR MM-EXISTENCE CF, ANY U DERGROUD m CONERCIAL OAT 2 ACTf55MIND.EN/ LOO(M LIDUTILITY, PIE OR SIRCCTLFE WITHIN THE LIMITS BE THIS PD.ECT. 5 FF 59.43 LULL-{Ep9781 M-03, SEE CLER SIEET 6 Ilk POST mIRCT D - `�' 31,4E 3'�OW U 0-27027 WE-2" PVC PIfE FF 493 RQ G3 L2 ODSSICa LINE PARALLELING OR . ALL EXISTING FACILITIES� W41CH YAFFECT FIROPOSED FD44L DESIGN COYECTIM SHALL 9E CEAMOUTS RAP. ETC. BYSFEWAL DEFECTION CF �TIE B6IIEDR OF MICR S CNIl FB SA � �Gl; _ � � &OKIR. PEVEMW FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING ENS➢EER REMM AT 7 E FOLLOWING STARS. PROGRESS PICTURES CF BF L:::::: 6' RARER PAVE DEIX YAYE WITHIN 10 FEET E FR3305M WATER MAINS 944LL BE SOWN ON PLANERS sTCCmw OEAM7Urs. FEAR. ETC. C96MXTMN SIAL1_ BE THEN AM 5E IFPROVEMEM PLANS. ELECTRICAL AND SEWER TO CRO55 DOER WATER PROVIDED TO THE CITY AT TIE FOLLOWING STAGES ^� 2' PVC' PIE P�_� IIQT MADE MESS GIVEN WRITTEN PERMISSION BY SAN DIEWITO WATER 1. smwniP BASIN EXCAVATION $•1 IP 65.1 173M SE 9g15 5-7 DISTRICT. 2. STONTRAP BASIN R.AGEMWT IF 422I 3. PLANTER 9P HALL INSTALLATIONS. LOW O PITOOSED GARDE ALTDARTI6 LARIX PUP SYSTBd 4. CONTRACTOR AMC OWNER ARE RESPONSIBLE TO RELOCATE MD/OR 4. PLACEMENT CF PERFUMED PDnE% RISER PDfS OUMET PIPES ORIFICE FF 2 - MOW7MTIC HID. d9 MN CLOGGING 1 xjPAgf' AOD5r TO (RARE MY EXISTING WATER FACILITY DIRE HYDRANT. 5. PACEM7R DE (RAVEL LAYERS nMveaa FIWP MAIN U4 W 115Y. 1 IN ODD FAla METERS VALVE$ VALVE ROE$ ETCJ WHICH IS AFFECTED BY THEIR 6. PLACEMENT CF ENGINEERED SOIL LAYERS FLA 4 AP MOTOR AND DG839K LErfl PRO.ECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER 7. FINAL CONFUTEDMEIN WITH VESETATILN ESTAB.ISED DRIVE AISLE PROFILE. FB 5oa CONTRA. SITTER. MAX 32 SIMM EEE 9if' OIA ORIFICEORIFICECIFIGTIO6 AGENCIES' STANDARDS COMMITTEE(MASK) STANDARDS. IF FACILITIES00 B. PM SECY104TI06 FLOW RATE AMC D C6ERATION. ADETAILS MR ID19N PU.IPS OR MAJ NOT MEET STANDARDS TIEN THEY SHALL BE UPGRADED TO C.RENT NOT TO SCALE STANDARDS AT THE OWNERS EXPEHE. 5. UTILITIES TO MAINTAIN MIND" 5-FOOT SPARATIC MEN S / VI7I DMN ounzTS 1 S M GXE DETAIL PARALLELDS WATER SERVICES. MDT TO SCALE 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET RDUDED BETWEEN FIE HYDRANTS AMC SAN DIEGO Gas AID ELECTRIC VAULTS. ROW CL ROW RpoFASSigy _ 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR CF DRIVEWAYS AND 'Y¢ ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE god PARCEL THEY ARE SERVING. MNBBIT NOTE I I m No. 71651 0 �^ B. CALIFORNIA STATE UM ASSEMBLY BILL AS-1953 IS REWIRING IAT THE LONTR1C7m SHILL BE SESPOBIBLE F04 ANY M7AlENlTATION MO/m BE Sad EXP• f2/31/f9 x NO -LEAD 9Rass BE L/5E0 IN THE CONSTRUCTION OR REPAIR E ALL B70}WMS MACH WILL E DISIURBD OR M"SMYED BY CONSTRUCTION. PROJECT I 4 T} POTABLE WATER SYSTEM &TECTIVE JANUARY 1. 2010. IN LGMP-IMCE 9" POINTS SHALL BE RFETEM'ED NO REPLACED NITH APPRiRIATE SITE WITH THIS LAN THE DISTRICT 9ALL REQUIRE ALL MATERIALS TO BE MODEMATIN BY A LICENSED LAD SURVEYOR OR A REGISTERED CIVIL ND -LEAD BRASS PARTS. ENGIEETR AUIOTLED TO PRACTICE LARD SAVEYIN6. A COF ER RECORD I Y m1 TMYEL LAN: ad IfY 53 9S' I 4)F ff COR RECORD AME p FILEO BY TIE 9. ALL COPPER TUBING UEO FOR AIR RELEASES. BLOW OFFS MU LIE L� SAVESUMVI'CR OR EGIISTAS APPROPRIATE, � �Il AS I ` ` 1 e SERVICES SHALL BE PROVIDED WITH CATEMIC PROTECTION IN � BY TIE LAD 9AVEYORS ACT a `YW I PASCO LARET BOATER ACCORDANP WITH NC-17 OR WC-18. --- - & ASSOCIATES -- CIVIL ENGINEERING+ LAND PUNNING ♦ LAND SURVEYING N. COAST HIGHWAY TYPICAL SECTION 535 North Rnghway IUL Ste A. Solana Beach, CA 92075 NOT TO SCALE ph 858.259.8212 1 €x 858,259,4812 1 plaaeoglneertng.com CHANGE NO. DESCRIPTION APPROVED RATE BENCHMARKdiddid BUILT APPROVALS ENGIN ERINGAPPROVALS CITY OFENCINITAS-DEVELOPMENTSERVICES DEPARTMENT DRAWING NO. LEE 4-21-21 o >PTIDN, PT. 1D2s ENc-2s INr. ANS PREPA 0 UNDER SUPERVISION OF PE APPROVED: }GRADING PLAN FOR LDDATIM MM OF INTERSECTION LF s: 24ATE PIN DATES L"N 754 N. COAST HIGHWAY 101 EL PORTAL ST G LA MESA AYE N• ARD[LDAD ��' �• g•i$ X VALLEYSIDE DEVELOPMENT INC 13332-G - - - PLAINDG V NiNAK CNTI OPF£R OSKU -- -- RECORD FROTE RW 1B4f6 4-21-21 R.C.E. NO. 71B5f �(£; APN: 256-023-08 -- ELEVATIM w.BO1 • DATUM miuse SEATO EN6DEER GATE Bir AFlDd'INO EXP: f2-31-19 DATE' j -/g RA{E PAYING CAE Mx 18-299 Tw CON/ OR/ NP STET 2 OF 11 PL.SA 2435 LDEV-011816-2017 I ALLEY I N. COAST HWY RESIDENTIAL NMIT 2 SIR FBI OETAB. SHEET 2 FF BUb COPO FC 4L LA 1 2L l6mENUAL OMIT 2 GARAGE_ -_- IX. CG4: 1APFRCX. LINE �1 fLI1BI 6.II-B3i FF 54.7 1I' NIP Be IX. SUM -_-_______ Up 6 �A To Y--- --- -----_------- ------------------- - 1B' Top 5' Be SINRIN6 Of. AC ALLEY-- PRVIOLS PAVERS FEB DETAILS IBET 2 PMR7Ib DRAW A1SE FWKJA6 i Tv BE 160191 n 0" NT PCC 6' X 16' FLUSH DAIS 61816E 1.13' I I PL FF 49.3 MATCH IX. AC ¢ re• v sDrsLEIwP WITS ALLEY i 1E6 mPrrAL IMIT 4 I N. COAST HWY PER STORNIMP. I FF 655 SEE SHEETS 5-7 I I f, I I BE'ABOYED G REPLACED TEN°. SHORING PER SEE76 9-11 Jj I II.. TO IE Q.0 TO BE ABANO D IN PLACE 1 5' m 5' L'OMERCIAL WIT 2 ¢ u.33 FF 59.43 a SECTION A A PING fiDrra+ 1 31 NOT TO SCALE I --- FS 55.4 FS 55.4 ✓�PER ANL71 GATE 5• r _� MOP 5' OF 9¢RIN6 I IID, II ro E E70YW ---------- �-------------------------- BE LIME ffPIKED---- -- ---- � LINE 1.I3'-- /y- _ __PFAVI0U3 PAYERS W .1 !7 AWX.� PAFKIMi 1 GrAM IX. E ALIMEY - PEA DETAIL ACE"ATIW TO !E• SLNIEY D -OF I FS W. f BEET 2 LPGN CDIf7.ETIW ro VERIFY SCE I 1 1OG1FIED J. FLUID BRAE 2g I aM PER f332-I ¢ 49. 17 I FS 50A SDSLETRAP LNTTS I PER Sm9nMP. PL � PLANTER PER N. COAST HWY 4.®• SEE SHEETS 5-7 RAISED I rEIP. EMOTING PER MIS 9-11�j 1 ALLEY 1 1 BE 42.0 TO BE ABAIIXVID IN PLACE FMCS FIR ARCH--.y I ¢ 41.33 ' DN-T/FG.R1 PLANTER • PCC �,,® SECTION C-C NY10NY j_:. PER DETAIL SWEET 2 CT/14EFF 59 WIT 1 BRA NOT TO SCALE I I FF SgA7FF 59.d3 jjEX PDO EX Cm RIEGM O/Ti61 �- TGo 5' E 9AAON5 __ ____ TO EREIOVID PL PL PARKING IX. AC N1EYJ NViIN EX. ACSAM{�-----__-_-- EUROPA ST ------------ 4 3 a, JmffL SINGIETRAP WITS i C30EFEIAL LIMIT 1 LOIETCIAL LIQT 2 PER Sn)WTW. 4.f0' SEE9EET3 5-7 I IfewNOD. j POC Cm FF 59.43 FF 59.z __------ PER Sam TEW. SNORINf Efl SHEETS 9-11J I VV Vffi b• APN IE 12.0 TO SE ABANDONED IN PLACE t-- - - ____ ____._____________________________________-r 256-023- S. 41.33 rr r SECTION B-B i i EN 6� � 5g.5• NOT TO SCALE I TOP m IF READIED FARM -- -------- 6AAASE I I - _____"_______I$_ Re AG-6 FF 49.3 SECTION E E I I NOT TO SCALE PL I A _9-11 II TO BE ABANDGED IN RACE RL PL I I �1 12 X 12 IN. ET - 73' RESIDENTIAL � 4 I 1 ro 510 &F 51.7 I- L R. INCLON 2 FLON-IIRII.fH PLANTER ROM-TNOf41 PLANTS - 4' PVC 5p EUROPA ST 5 ° s n .ff 53.4 &W FOR DETAIL STEE7 2 PROPOSED BW FBI DETAIL 9@7 P AFNd - L r 6 PAVAKWRKING I 16. FESIDFNHe TI�� IT 1 FF ESDENT 59.6 IT 2 - _ FE5� 59 � 3 I 256-023-09 IX 4TO W *1 FLL.BI afe -1 I FATE' OWSTIE BLET TO E SET 0.1' A9TVE TO OF IX. Nov. 6' PCC ORT IN.ET TO ACCEPT FLUFF DISPLACED BY ¢'LELl4NEMT PIX� I -.. IX. B19DD6 AND D1S]WIGE FFOI TAN( WITHIN 6 NGFS ___ " "" -i SECTION F-F -- I - N_ AFPIOX. LIFE . G'AME RAW NOT TO SCALE 6• FCC PER 1333r1 GARAGE Be IX. �� ESI°ENTIAL WIT 4 64RAGE I TIP 5' IF 9A2TDS STAITA& FF 19.3 TO E REMOVED i SECTION D-D PL PL II Ij NOT TO SCRIP EUROPA ST I I \ TEMP. SNORING ER SLEETS 9-11 5 I I I TO BE a6arATwEG IN FtacE R1A(ING I GONEACIAL KNIT 1 01301191CIAL. Vff 2 I I FF 59.43 STARBl I I FETM NOD. 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Solana Beech, CA 92075 `pl CIV21, r SECTION G-G 9Ai61519.E RIP X17H 111/4 W. 119Y. I PH �6 I FLA 4 AMP ADM AND D1IEA9W. LEVEL. ph 859.259.8212 1 & 959.259.4812 I plaaenglneering.com '4� OF NOT TO SCALE u C•THi1q SWITCH. MIX 32 GM ME SPECIFICATIONS AND DETAILS PER I[F11.ER RAPS OR ECAUU CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGIN ERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 4_21.21 PLANS PREPARED UNDER SUPERVISION OF FEC A vED: GRADING PLAN FOR: LESRIPTION PT. 1025 EN'C-25 Z'2 - LOCATEN KIZ CAP 9lTCR5ECTIRM OF S. t=;F< �/ f%j� 754 N. COAST HIGHWAY 101 13332-G EL PORTAL ST G LA AE31 AVEBi7AN N. AFOOLDQ DATE pATE �. S'18 FLAMING S WAN c7FTIs L. N VALLEYSIDE DEVELOPMENT INC FECCiO FRCNB R05 fEN16 a-21-21 R.C.E. AOt 716 Cp �r APN: 256-023-08 eLEVAnar SGd17i'Darllt NAYiB6 OITE CTOR9AIAN NZpFAEi AADOLIAO �: f2-31-19 pATE�' r.-! p. 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MCIRILL GMFEI ROMEOVDIB,T 8QY0 92A OTHEDU O DAN BAIA ENS RETHAT HARTOPM MITER TOCOMPACTEDCEµsURElWTBF AmSMT'.ARM f 815-9a145A9 / f:331-336691] AMDOMILLYV (SSE D M WELL SEATED AM WD£4V MISS LDCMCO. CARE 91W1EE TRRN TO AEVEMANY WEOGINO TAM WEDGING ON.CASH TTAKENAB s _ ENGINEER INFORMATION: STRAPPED OR sSINAMO D TO ARMIiIF WIME RG� SMALL ALSO BE NOT TO®ma's DISRUPT THE MINT MUP FROM THE IODR DURING THE MRFIU PROCESS. M IMTLRIA SHALL ES CIFµ, OULSXED, ANGULAR M. S (RABBI IM3) AGGREGATE, IF NAIVE EARTH IS FASCD WEET SUITER SUSCEPTIBLE TO MIGRATION, WNFlµ MTM GMROIMICAL ENME3RµD MONDE PROIECNW AND ASSOCIATE M MEWIRED (SWVIDEU MOTHEM). 535 NORTH COAST MWY 2. DURMO PIONEER IF MAT2MLAL OVBRMP THE M , AT NO TIME SMYL MACHINERY FEE USED SOLANA BEACH, (A 92075 OVM OTORT EXCEEDS ;HE MIGHT LmrtanwS OF THE SYSTEM. WHEN MACFEB OF MATERIAL 858-2$I CAMETTIP, HAERAL SINLL BE PLIED EARN THAT TE OHECFION OF MAMMAT M RAEUIEL WDN THE OYPWL LOGTUDINAL DIRECTION CE THE SYSFEN WHE KPRONE. PROJECT INFORMATION: 3. THE MJ- MAED OVEIMP THE SYSTEM SHALL N FAMED AT MINIMUM O W UFIS. AT NO TIME THE BEACONS SHAUL HApDEm OR <H M5 TMFATER TXUNmE DESIGN HIT" LOADING UJTEAw TBAVEL WOODS THE SYSTEM WITHOUT THE MIAMI MEMO LU4RME. TTMY6IS NECESSARY OVERTO THE SYSINI MrOR TO ACHINING THE M INNUM IMMN COVER, Tr MY E NEC65µYM BEFORE THE UU WAR LOAD/OUOEN CE THE OFBMING MKHIM MY SO AN TO NOT MISS THE DESIGN COB Q OF ME SYSTEM. WRAN E GASES, IN ONER TO AOI NEW RED COMPACTION, HAND mMPACNON NAY BE NBBSRAY H ORDER NOT TO EKEED THE AILOIEO DESIGN LEAVING. LEDCADIA, CA O4 QUIET Ms TUGE0 WBALE WBOH AND PLUMBOUS MAXMUM MUSEUM RR TUCK. CURRENT ISSUE DATE: 4. 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BIO PMEIa NOy 0E 911F0.1E0 TO LL0EE tlFOREX EXOEVNOWS. 3. PµFIS SHALL BE INSTAl1ID 1N A TIER UP FASHION DEMMY ASEAN" M OPBB BRED OF MDWIF (BANNER TO SNFET 2.0 EM END PANEL LOCATIONS). 3 CIX1NKTwn HOUR WILL M SUPRED WITH END PANELS TO SECURELY CONNECT FAMEL M AONtEM S'MPNRM MODULE(9E PANEL CONNECTION dEVRTIM NEW). A. ONCE CONNECTION MORE µE ATTA , USING Cy1TCHES MAY PE FORMED. A HEART WRAF III BE FORCED MOUND PERIMETER JOINT PµB I SEE SHEET 3.01, MODULE LIFTING DETAIL END PANEL LIFTING DETAIL RECOMMENDED ACCESS OPENING SPECIFICATION I. ATYPICAL ACCESS OPMNNG MR THE$TOWNµ SSIWN µE YV IN DIAMETER. NHS ®OBeI SACIOOAMAR aMsOIINNaIMM UST AT LBAB]]'M OFYWXEK0.MmW TE END OF SIRMMEMOUNLESHERB OTHERWISE ALL pO6EOPENM9 ro BE UXreDONMARceNEUR uxLasamMWMESMEIm x Fw XIEDPwDUE3 Rr MMO RHORBSPMFaAs3MCM UMEDE &(SEE MAmYFD�aKmMEE STEP OEFAIL�ARE RIONO® INSIDE µYMCWI£ WN@2 Ix TNT TO XMEmRAUKIEES. E DISP INSIDE ADDS OFTE WORE H NNl IR FOANGTSWALLNE NUR➢BASIN A WISTANEOF BEF THIN. WINE MYBEHERB Oft UTRETO ABEDORry1NIX ON BOOST EmHsREs IN mE.aoUUE. I STOMLRAP LSTMG INSERTS MAY BE RELOCATED TO AMD IMEREPFXCE MIT AMOMS OPENINGS OR THE FIRMS O INFAMY OF THE MODEMµ NH . NOWSHAINK HIGH STR� M. XTOHI MISS OPENINGS MAYBE RELOCATED TO AMD INHHEEREXEE WrtM INUEI OUTUT FAR DIAMONDS SD RATFPdT OF SOI5 E ATONNIE. NOSHRTNA GNOUN S. MEANS OPENINGS SHOM-D BE LOGTm IN OROM TO MEET TIENPA PURIF L MCCMNHNm AT LFA Trq /RSA MR ACORBR OEOT6 FTR 55TEI MR ACCESS µEO1NSPEL IDX. SYSTEM CONCRETE PoNYRTO EE B IBM PROOF ADAUSTING RD® AS NEDED M MT GRADE STURMIMP RECOMMEND$ MR CWDL MR 2TO USE SUMMIT XMRH OR= EINSPECIIONS, (PRDVTO®Br OO ) RECOMMENDED PIPE OPENING SPECIFICATION L. MINIMUM FIXES BROMIDE BUY AMagNTNB ON THE OUTSIDEWUL SHAu 5E W LES THAN C-B•. z MARTMUM(MEOS DUE TO BE CERµB M THE MODULE HEIGHT, PP! OPENING ME 0 30. OR TABS. MY OFHHHG ROOM THAT OCg NOF FIT THIS CRITERIA SHALL BE MWGHTTO THE ATTENTION OF STORNTIW FOR RB/@W, 3. CONNECTING FORD SHALL BE IN5Ta LED BOTH 1'4-CONCRETE NOR, µD AN AGGREWTE ENABLES FOR AT L } OR AM MOUTH (RE NE CyW MORAL(. A ST0.UCIN MADE CONCRETE OR MAIN SRWIOTH. NOMNXX OWI WITHA MINIMUM 28 MY COMPKESZIVE Smexmn O SAM PSI Srwu BE USED. M. I HE ANNULAR ARAB MIMEN THE MftAM THE ROLE SMALL BE FlLLED WNH HIS H SHIMMIll STREXGIN FgF9Np1NKGRDIT.HMH MWSHNIXK ODUi RECOMMENDED PIPE mwEF mroW INSTALLATION INSTRUCTIONS L ONAN AND UCdhY UMMGrz ALL aF THE MR M BE INSERTED INTO SIONONl,. 2. RFEE IS COT, CARE SHADOW BE TAMES M ALUM NO SHARP BOOK. 9ERLAND WMIGWL ENDaF 3 a2GN CENM O PIPE M COMIT EIM TO AND INSERT INTO DAMON, TWEE: AU- AeCLLLµYPPLIDUCIS/Ep[CIFlUIIOXS XECDIIMMD®µD MOWN ON THIS SHEET ME RBYIMMCW,TTIOXG DULY µD EI®KT TO (HANDS RR THEN INSIS TED G mMINACHORMDW DEN LOUT MU WOML Em[/REpNHPFMEX,E. m sraM�m. Iv�ao ]xs?Iw,n B'i RWrRKYGISEE ¢Clam RBAMDR9t PANELCONNECTION ELEVATION VIEW FRAUMT ORUM SECTIONS M NRETE MOUSTING EEDED SPEGFlGT�ON man G.(6UPFUEO BY OTHERS) WA L OF STU�W 1' Y N I'.O COIONFIF m11A0. � HIET/OIIRFTPDE M gppSCO AT TE 6Mvid INYBIi IpRH NERI AUOW PO£DNBITIO NEEE 9MIEM IMJB(r PIPE CONNECTION DETAIL STEP Z DETAIL e MEM RECORD XM IWIYDM BY OTHER] RISER / STAIR DETAIL (BARD us END l.w.0] L B BRIO RMH D01 wBln wW1.95-I.XSb AA9RD WIN AMN u Is 34 Y2• �`° ur r-1•JAM• I STEP DETAIL Storm'irw u,umP'".R�umsnmN'vwV 3]8]TO DHµ PMI(WAY ROMEONLL£, IT SOME F:B35-913 <569 / F:33131&$N3 ENGINEER INFORMATION: BASCO LARET SUITER AND ASSOCIATE 535 NORTH COAST HWY SOLANA BEACH, CA 92075 MBE 2W-B212 PROJECT INFORMATION: THE BEACONS URN( CA CURRENT ISSUE DATE: 10.NOV-2017 `ISSUED FOR: PRELIMINARY :®®® �I�m© 0=C=0 SCALE: SHEET TITLE: SINGLETRAP InsTALLAnon SPECIFICATIONS SHEET NUMBER: 3.1 S MTlm ' NP E1aBFI6A P8MI,N1/331336S317 ENGINEER INFORMATION: PI SARET SUIliSt AND ASSOCIATE 535 NORTH COAST HWY SOUNA BEAON G 92075 B58-255-8212 PROJECT INFORMATION: THE BEACONS URDCADIAFCA CURRENT ISSUE DATE: 16NOV-2017 _-_._. ISSUED FOR: _- PRELIMINARY SCALE: F-ww-._._-� SHEET TITLE. - RECOMMENDED PIPE I ACCESS OPENING SPECIFCATIONS SHEET NUMBER: M Iamw ND. �+m*m+ APPROVED DATE I BENCHMARK I SAS -BUILT APPROVALS FNrINFFFIINF: APPP(TVAI C nTv NTF FNNLNITA(3 - ITFVFI i)PUFNT CFPVICFC TJFPAPTUFNT I TTPAUILI Mn i0 �-=:.]_ u 754 N. COAST HIGHWAY 101 VALLEYSIDE DEVELOPMENT INC APN: 256-023-08 13332=G ISHEET 5 OF 11 PLSA 243E LDEV-011816-2017 PLSA 2435 PIMTKIISFIl O INVA \J A ram_ •• v� m . n W' WIDTH AS REQUIRED i �mr�n TO ACCOMODATE GRAVEL BIB m - � ,A •-------__ crnVrA ST 4 ' 'A • ANTICIPATED TRAFFIC -- - -- --_. • DI THIS RADIUS r r� SE-f5 lEAV DETA 6 a 20' MIN oiHI59ETRYFI EWE _ 3/4 MIN cower ` » AGGREGATE f -. - n - ARZW 1 FILTER 4 MQ- I I e R?AIl 11FAi 1 Et / ORIGINAL � — Wiz' b 1 , € Al ' sIlr Ar1rD ' d A - j 1.1' MIN, LINK LESS OTHERWISE THIS 9ff'i (RR + ° T �r i m �J —SPECIFIED BY A SOILS EINGIEET ' F SEMON A -A t BMP B STABEDI LED 1 X i mp DETAIL A: CONSTRUCTION ENTRANCE DETAS AIL I P !I l� NOT TO SCALE X X� CZ' LEGEND II L.I T� CONSTRUCTION AREA REPRESENTS I >: D1 CONSTRUCTION ENTRANCE PER DETAIL A � I GRAVEL BAGS PER DETAIL B o0000000e _ I} amp c SILT FENCE PER DETAIL C X— -BMPH If c EROSION CONTROL PLAN SCALE 1"=20' - �J. _ RUNOFFXITH ENDS OV RLATNO LAYERS OF �DEL BAGS BMP J - �J � Z i GAP SETNEEN BAGS ACTS AS SPILLNAY AON®/T ROTARY DISIOBXCE NOTE i ALL THE M09( PROVOSED ON THIS RAN 15 ENTIRELY WITHIN THE APPLICANTS PROPERTY. _ DETAIL B: GRAVEL BAGS IF ANY OISTLBMk TO ADJACENT PROTERTIES IS ANTICIPATED AS A RESAT OF ANY NOT TO SCALE PROVED MOK A MITTEN LETTER OF RRUSSION FROM THE AOACENT R#PETTY W497 AWT BE OBTAINED AND SURCRIEO TO THE CITY PRIOR TO START OF ANY SUCH MCPN. ANY OISTUBAN.E OM THE AOMCENNT PRIVATE PRPERTY THAT HAS ACT BEEN REVIMMY WTI IN WITTING ND SMUTTED TO THE CITY IS RROA[G FOR A STOP-11OW TO BE MED FM THE PFCLFC'T IMIL THE IEOLD RED PBW155ICIN IS OBTAINED. AmRIIAUI. N716 1. EROSION LCNlOL IFAO.TES ES. IiCYOD FIBER MAIA]X, VEGETATIVE LCFFA .ARE SEDDBI CONTROL WARM E.G. SILT FFACAG FIBS ROLLS (RAYS. SAM MST BE ( s IN PUCE TO PREVENT EPDOW SOIL FROM LEAVING SITE. MATERIALS NANACfMBNT STP WAIT ALSO HE FOlOIED TO ENI AU CONTACT OF RAINATER NI MATERIALS THAT Na mrVIZEI TO NATO Daum DWR40ATMN m 67WAN (E.G. 021 OR j 1. SET POSTS AND EXCAVATE A 2. STAPLE MIRE FENCING TO SRXXA MARDUT AREAS COVEAM STORAGE AREAS FOR HAIAIDOB MATERIALS PLA@ENT 4 BY 4 IN (10 BY 10 CM) THE POSTS. OF RCRTABLE TOILLiS OVER A PERVIOUS SLTFACE. �I TRENCH LE FROM 2. DIRECTLY CONNECTED IN$iVIOS AREAS =IA) BALL BE ALLOED. DCIA ui ALONG TIEHE LINE OF POSTS. NO MEANS STOW RWF SEERATED AND CONVEYED VIA DWERI'IOUS NEAR RICH AS ROOF RCA= OADL OIVMY, AND STREET. 3. ALL PARCELS ARE RBLECT TO AROQTECTUW_ DESIGN RJMIES FOR FDTOE SI SLE-FNm.Y MSM01 L CEYE.O#ENT. THESE GLIMIES ARE AVAILABLE AT CITY DMA, BMP, LID PLAN / i// �^ HALL_ � S. wA.Ow AVE FIDIOTAs CA 920" AM ARE ARROYED AS PER PC Rs. SCALE: f "=10' / / / 4. CNTRACTOL TO MOIIFIY CROA71 N FNfRAMF IN THE FIELD AS NEW"RY. 5. CO57R.CT SEDIMENT BARVER AID OANEL.IZE RAOF TO SEDIMENT TRAPPIS DEVICE �—/ 4 IN (10 CPU 3. ATTACH/THE FILTER FABRIC TO 4, SACKFILL AND COMPACT THE THE NIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. ,V �I uI I' FILTER FABRIC I -4� QppFEtow SSIPy, wGRAPHIC SCALE 1"=10' DETAIL C: SILT FENCE GRAPHIC SCALE 1"=20' NOT TO SCALE - 0 10 20 30 0 .. 60 oWNfE NO. DEDONIPI APPROVED DATE BENCHMARK BUILT APPROVPBL.S ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 4=21=21 INT, PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: GRADING PLAN FOP. IPTILNt P7. f025 ETrC-25 - LOCATION MJmE OF TMESECRDN OF S. �T,Cj754 N. Fl Ra97AL sr s u AVE M. Nm-ID Z DATE — R.CE I' S N AAK �C"IST 6rEP MA GSKV VALLEYS COAST HIGHWAY 101 DEVELOPMENT INC 1 a3=�G R.cF. FDr 71631 APN: 256-023-08 RECORD FROM IDS 16416 4-21-21 FE p p ELEVATION' SO.B0f. OATU; NAVO9B SENIO BeEi DATE BRI MI(NAEL D.D E%P- 12-31-19 DATE /8' ���/-�O PLANNING CASE NO. 15-299 TN/ COP/ OR/ MP SIFET 8 OF 11 RSA 2435 LDEV-011816-2017 REV®IDNe: LEAN CONC. SOLDIER BM WOOD BLOCKOUTS TO N PER PLAN FACILITATE REMOVEAL OF R �4„,0 0 FRIGHT PORTION OF SOLDIER SOLDIER BP1 R BURN OR DRILL BEAMS. REMOVE WOOD PER PLAN BOLT 6 CENTER OF IE Rl/4°xb"xb' w/'% Q BLOCKOUtS AFTER THE HOLES AT HORIZ. EA. LAGGING MEMBER BOLT ®CENTER OF WALL �INF. TYP. BASEMENT LEVEL IS P=RED, EA. LAGGING MEMBER L ) (1' 0 MAX.) CURED AND COMPLETE. FILL U) VOIDS WITH DRYPACK TYP. qy'�T. BENT. Z U) It TYP. _ j4 114 O Z SHOTCFZTE WALL TYP (� L) D�PER F�Ii lii -3 LEAN CONC. 3x LAGGING TYP. Q LU Z wo PER HATER-PROOFING REFER . �.' 20 MIN. TO to �\ ( m TO PERMIT DWGS. VARIES. MIN. 6' TO 8' MAX. 3x LAGGING TYP. LLI _ _ SOLDIER BM SOLDIER BMQlQ (BACKSIDE OF SOLDIER FOR ADD'L INFO. PER PLAN PER PLAN = Z 3x LAGGING TYP. EPDXY COALED STL BEAMS TO FOLLOW OUTSIDE SEE e ! 3' FACE OF BUILDING WALL FILL VOIDS w/ BEAM (BACK FLANGE 73xI2 LAGGING TYP. r 1 3" OF EA. SIDE OF LEAN CONC. WEB TYP. THE ENTIRE U.N,O PER PLAN CUT HT. LENGTH) TYP. SOUTH WALL LAGGINCs DETAIL 13 TYP. CORNER LAGGING DETAIL O TYPICAL LAGsGING DETAIL O d. TABLE nO5.6 FROM CBC REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS VERIFICATION AND INSPECTION TASK C4ONTNUwS SPECIAL PERIODIC SPECIAL INSPECTION INSPECTION I. VERIFY MATERIALS BELOW FOOTIN3S ARE ADEQUATE TO ACWIEVE THE DESIGN BEARNG CAPACITY. X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WAVE REACHED PROPER MATERIAL - x 3. PERFORM CLA88IFICATICN AND TESTrWa OF CQ'PACTFD FILL MATERIALS. - X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THIC44ESSES DURING PLACEMENT AND COMPACTION OF X - COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED - X PROPERLY. a 3x LAGGING SOLDIER BM € �� , TYP. LEAN CONC. PER PLAN SOLDIER BT'f,���' PER PLAN° t�,.•` L 4404 w/ 2-%'0 XY WD. LAG BOLTS ALTERNATE PER LAGGING LAPS TYP IL MEMBER TYP. D 00 $ 3x LAGGING TYP. rc _ — D \ FOR ALTERNATE LAGGING LEAN CONC. H LOCATION SEE e j LL ANGLED WHERE WOOD WEDGE P21xING TYP. Z NOTE: AL80 REFER TO INSPECTION TABLES I108.l I 1105.8 FOR APPLICABLE ADDITIONAL SOILS OCCURS AS REQ'D. 0 SPECIAL INSPECTIONS REQUIREMENTS. Ud y SPECIAL SOILS INSPECTIONS �¢ TYP. CORNER LACTCsINCa pETAIL ALTERNATE LAC,CsINCs DETAIL O o z„ GENER4L NOTES I� �g 3x GU re GENERAL CONCRETE PER LAPLAGI I. WHERE NO CON5TRICTION DETAILS ARE SHOWN OR NOTED I. CONCRETE WORK SHALL GGTFOR'f i0 THE "REQUIREMENTS FOR ANY PART OF THE WORK. THE NOW. USED SHALL T FOR REINFORCED CCNGRETE' (ACT 318) AND THE Z THE SANE AS FOR OTHER ANEDSIMILAR WO T1 PROVIDED THAT I II 1 PRIOR APPROVAL 15 OBTAINED FROM THE ENGINEER "SPECIFICATIONS (ANS FOR STRUCTURAL APPROVED EDITIONS FOR I II BUILDINGS' EAST S N LATEST APPROVED EDITIONS WITH I u I Q MODIFICATIONS A9 NOTED M THESE DRAWINGS AND 2. THE DESK-N IS BASED ON TITLE 24,201( CALIFORNIA BUILDING SPECIFICATIONS. �� REMOVE 5'-O' BELOW OF J SIDEWALK. REFER TO CODE (CBC) FOR TEMPORARY STRUCTURES AND THE CAL -TRANS w' NOTE A3, SHEET SH-2 SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. TIMBER 3x LAGGING 3 66 - PER PLAN Ul U �0 SOILS CRITERIA 1. ALL LUMBER SHALL BE DOUGLAS FIR/LARCH (NORTH) - p- 7 PRESSURE TREATED, AND SHALL BE GRADE MARLED 42 L I. CHARACTER OF FOUNDATION SOIL, f�FER TO SOILS REPORT BY: OR BETTER. a. Q A W� A LEAN CONC. (2 _ SACKS MIN. MIX) EAST COUNTY SOIL CONSULTATION � � LEAN CONC. (2 � 1 �z 10925 HARTLEY ROAD, SUITE 11" SACKS MIN. MIX) SANTEE, CA. 92011 (858)292-8030 fCMP. SNORSA)G QCSSG.0 /C LUZEWGIi O TEL.l619) 258-1901 REPORT • 16-114154 AA/0 APPROVCD by ESCSL COKR DATED: AUGUST 30, 2016 A3 PC IF /�- 1003. 2. REFER TO DETAIL 14 FOR SOILS INSPECTION REQUIREMENTS. 0 SOLDIER BM. SOLDIER BIM. �- (8'-0' O.C. MAX) w (0-0' O.C. MAX) N STRUCTURAL STEEL u PER PLAN Lj PER PLAN LL I. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A -AM (FY=50 KSU. 0' w 0 2. MATERIALS AND WOR4'IANSHIP SHALL COMPLY WITH AISC U U < 0 SPECIFICATION FOR THE DESIGN, FABRICATION AND NOTE: THE GENERAL CONTRACTOR 18 TO REVIEW w p ,, ERECTION OF STRUCTURAL STEEL FOR BUILDING.' 5HORIN s DRAWINGS AND LAY -OUT FOR ANY UTILITY w CONFLICTS THAT MAY OCCUR THAT ARE NOT iD m N 3. ALL WELDING SHALL BE B7 THE AI.'C WELDING PROCESS PRESENTLY NOTED ON THE DRAWS. w C USING E-10 ELECTRODES AND CERTIFIED WELDERS • G CONFORMING TO AWS CODE. ALL UTILITIES WITHIN THREE FEET OF ANY PART OF THE SHORING SYSTEM IS TO BE REPORTED ui 4. ALL FILLET WELDS ARE DESIGNED FOR HALF -STRESSES TO THE STRUCTURAL ENGINEER OF RECORD. - - - �- THEREFOR= CONTINUOUS INSPECTION IS NOT REQUIRED. II L L 24" 0 CAISSON 5. ALL FULL PENETRATION BUTT WELDS ARE REQUIRED TO L 24 0 CAISSON O rae no.: HAVE ULTRASONIC TESTING (UT) PERFORMED BY A APPROVED BY: TQo cA4 A 17002 f c 2900 PSU MIN. (F'c = 2500 PSU MIN. &S RA`h CERTIFIED TESTING INSPECTION LABORATORY. DATE, 'iBD c. iAYS: .-/ DIG ALERT • Too �.r/s 01/02/2018 O Nam` AS NOTED TYPICAL CANTILEVER SECTION TYPICAL CANTILEVER SECTION S H -1 CHECEED BY: OM CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UL�lw BY. 1 DRAWN BY. 1 CHECKED BY: ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. skm 4.21-21 DESCRIP710N: PT. 1025 ENC-25 2• •Z INT. D PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: GRADING PLAN FOR: LOCATION. MIDDLE OF INTERSECTION OF S. PUBLIC KS DATE: 1/SI EL PORTAL ST R LA MESA AYE a INo Da 754 N. COAST HIGHWAY 101 13332-G RECORD FROM: ROS NO, 18418 ELL / - - ELEVATION: 60,@pt 4 21 21 R.P.E. NO.: 4154 S N OUv CHRISTOPHER L. MA OSKU VALLEYSIDE DEVELOPMENT INC DATUM: NAVD88 SR. ENGINEER DATE •/—� APN: 256-023-08 OMAR M. ALI MOBAYEO EXP.: 8-30-18 DATE DATE p IN : i - 9 TM P R MUP SHEET 9 OF 11 LDEV-011816-2017 4 EEVL4ION6: 0 o--------- m M Q 1, INNI i 1 1 I� 1111) 1�1 i 1� i -111 Scgc.�w.�azrowmxuam�.. ---I-i ----- bb A Q _lLF - -I I - ^^ -� l J L_J A( A_ ' O n I I I I I I I I I I i ®3 I I I I I I I I 1 I I I I I I I I I I I I I I � I I N : 01 LEGEND 4 NOTES �aIBIEFl CfM BI¢ <BO YaI BiEEU TOTAL aeon LEwnl L Ek5 flbTN ]. T4ff LLMP/LTCR F1gT PIELp YEFIFY TE CYT IEI IF pF AIm WJ TIE INGMEER 6 Iffdl® M£IENt. 9_ ALL % M ftN M RGMi CF WAY n T aE L T TO A MINA OF 5'-O' pCLpJ cf BNFNNX.'lER THE 040e1'RN* WALLB 4BLACB AM fll'1FieTE. 4.� N ICATEE PFG£OBEp MWmg m CI pROrAATI BB ABR II I R B. 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EXP.: 6-30-18 SHEET 10 OF 11 OQ W 491WEllfE:ifewIjvA RBtRBIONB: PLAN VIEN OUTLINE OF FINISH FLOOR 4 N O BEYOND U c V) z a OZ z —'� ! a W 2 VERIFY SLOPE I m/GIYIL/SOILS OUTLINE j 3x LAGrsNG I T-P PER FNISHEDOr SURFACE I OUTLINE W o �! ENGINEER i OF!LINE i I PLAN TYP. I ! I BEHIND OF 9.O.G. z m �IL I W =Z ELEVATIONS wE �5II-I0RING o � lP��a <��1SRJ3N, * S ! PLAN VIEN a FINISH FLOOR 4Nl­ O O9 10 II 12 13 14 15 16 IT 18 O 20 21 22 < o BEYOND 11. ---- —s— ---- -�-- — — —'�— — -- ----- fit'-- -� H I I j I N o ! I UTLINE OF FNISHED ! ! I I Z O j j I I I I SURFACE I BEHIND i 1 I I ! I I I i µa F O S p 3 OUTLINE OF S.O.G. 3x LAGGINCG I I W c I I PLAN T�YRP. I I I = j I o > i y �rc I n aw w SHORING ELEVATION 4v f- ,: I: I: !: I ' • I I ! I • I I I I I .. SCALE: 3/I6' = 1'-0• . .. d !n OUTLINE OF (E) SINGLE z STORY WD, FRAMED BLDG. � .. UTLINE of PLAN VIEN 0 FINISHED TYP 4 UNO: WI Er.> 1 UTLINE OF13 = 22 2q FINISH FLOOR S V) V � I� FINISHED�SURFACE/ k GRADE BEHIND 3 n/ L 25 26 2l 25 25 -4 ; .�-- --5— —_�_ —_-- -- — — — _ Q�/ y 1 I j TLME OF B.O.G. 3x LAGGING PLANMTYRP. I ! I W P ,: j. - •' • • JOB NO.: µµ r I I F ; 11002 Sa-IORING ,4 ELEVTION 1:. 12 I - ' I • I ! BATE: 12/04/2011 O ■■. �.' 3 �AT'B` AS NOTED CHECKEDOM CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALSJ—DEOGNED BY - R. Y. CH ENGINEERING APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. um uluf SIN 4-21-21 DEsCRIPnoN: PT. 1028 ENC-25 MIDDLE OF INTERSECnON EL PORTAL ST & LA MESA FROM: ROS ND 16418 ELEVABON: 60.601' DATUM: NAVD88 OF S. AVE '2' 'Z Ns D PLANS PREPARED UNDER /' 1'p--.RECORD O,MAR M. AL MOBA YED SUPERNSION OF4RECD DATE: 1 S A R.P.E. NO.: 4184 EXP.: 6EER -80-18 K DATE APPROVED: CHRIST HER L MA DATE / $ OSKU GRADING PLAN FOR:LOCAnON: 754 N. COAST HIGHWAY 101 VALLEYSIDE DEVELOPMENT INC13332-G APN: 256A23-OS : PUBLIC KS B N . LINO DA 4-21-21 PLANNING SR. E ENGINEER DATE RE R SPECTOR 11 OF 11 P ANNIN 15-299 TMI COPISHEET 111E11WK11fE:imo-4IjrA