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APPROVAL OF OAS PLAN BYLWY DOES HOT CWSITNE A kEITIMIAMN OF THE ACCURACY OF RE CORACMN AND STABUr OF RE 71E 3 SEABEEQUIRED NS AND PTWRIS IH ANY CONSTRUCMN WRWV PUBLIC MGIHI' WAY W FASEMIR F PASS AD LANDSCAPE AREAS DESGNIMD FOR STORM N'AlER POIU7EA' CONTROL SNAIL NOT BE IMAM WMp/T A PRRT PHASES TO AM UNNECESSARY REMOVAL OF RE NAMN LRWND COU W NOT REMOVE TREES W MW LOCAMN OF, W RE BODICE OR RW DZW OF ANY OW<'FWOO) UNLTY, LSE W STRUCEURE WALL VE lEOflREO M GWAUVCMN WRWRROVE7N717 PANS FROM ME an wiromY LEY HELP Lk`msE ERM WINN ITE LINKS OF 7W PROECE I (WE) WNBY AGREE TO M EAFY, OEFIIID, AND NO OTY ANIL CIIYS O%ERS 4. 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F17IYAT W PL SYSTEM BM AS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT 0 AN AOEWAT WR/BIR 7. RE awRacrW SOLL OR COISIBUCT AND YANTAN ALL SAFEtt MYYIMW4G AND ON,&IECONSWUCIIONMATERLML SIYIRAOE Al ALL SANVE U7ERAL5 SNAIL VE LOU /ED A7 Rlall ANOfS 0 ME EWER ALAN IMEE55 OIERWSE 9MUIU4E W 7(.' � 1 I SHALL BE REWONSMlE FW Ca6MING 70 ALL LCD'µ SETAE AIDMAL SNEn �RH 8 ALL STORM ID? AF/IMP FACNIES WOW BEECH SOW. NOT BE MOWED OR AtD O NITRITE A PMT PROM RE CITY. STOOD MAMRAIS SHALL BE CONTAINED IN A SEGUE PLACE TO AMT SEEPAGE AND SROACL C VRACTW SOW AS APPROVED BY LOD ON TIE PANE Y ON L87/ALF OF" C STANDARDS LAWS AND REOEAD NS WAIL STORE TRIES PRODUCES WHERE THEY ONE STAY WY 407 OF TIE RAN CONTRACTOR SHALL PROW 8 „RAVING AID EQURWNT OPERA WC WRW WE -HALF (I 11 ARE OF A SNUOR E FOR HUMAN 7. THE MSTALUMN OF AOODONN M PROM SURFACES NOT SHOWN ON 71C PUN MAY REW RAT BE PAN BE REVISED SECONDARY CONTAINMENT FOR ALL TOY SIM W-91 B W 477E W REDUCE PULUTW O STOWWW ER it A 1 -MW A 5' SHALL BE MANNED ON BE CUR FACE AEAGN UIERAL LO;ATON BY nE ODMANCY SHALL NOT BE CGADUCTED HEIIEEV BE HO'lRS QF 5-JO P.M AID 7JO A.M. NW ON W ROTA SEPARATEENMEEW PE NTW WTARED. IRON STCM'PUS KEPT IN-97E STOWW MAY MADE SO4 PARING MATERIALS ASPHALT CONCRETE[ CONTRACTOR STA1HffNT�ENLWIEER�WYMK SATMNUYS SUWM)S AND pnRECONIZED HAAMM AGGREGATE BASE, ETC. STOCKPILES S6M1 DE LOCAED AWAY IRON CWCFNRATED STRIAMIEN SUMAn 8 ALL EM LNG AND PROPOSED RAW ENaOSHES WAIL BE FTTIS TO COMPLY NM SUM WART BEST MANAGEMENT PONS AID STORM WAN MMES SWRLES WALL BE WWREG W FROECIED WIN SOfl STAMMIKN 12 A 10 NOT SMNN CA°Pr71 NONE WAIL BE TWO OWR EACH LABRAL THE WRf SHALL EXIFAD W BE OMPA9CMED FNGtlMER ADM BUT BE OW PERFORMED BY BE EVOME'ER 914E CYWRLY WR RE "MY AO'EPRD 9. NO GRADING OPERATIONS SHALL CYM ANEE WN A PE- G.WSHOGR N WEBNG HAS OLEN HELD G 7E PRACMi RYNMMENTS BE IRAN ENCLOSURES WALL HAW AN IRRMADS NW- CWWSAB E ROOF MAT MIL NOT ALLOW LEASHES AND PROVIDED WR A RIRORARY SMA ENT 8~ AROUND RE P WWZER AF NL /ONES 10 AY COPPER TAG LED AND SOLDERED ro RE WPE RE TAG OVER RE SNER MNNWNL TDWAT STANDARDS AND PRACTRES OF THE EMGYUR$ RAOE W PROES9W: AE EVaAtiER FIIRI ER AWfES THAT THE WXM PERFORMED W7H TIE FOLONNG P'O'LE MOT aTY NSPfCTRAWp� aW DOWEER SMS E NGWER GRAM RAN WATER i0 ENTER RE allOZW THE ENCLOSURE SHALL BE LOCKABLE AID LOCKED WEN NOT N USE A BERN SHALL VE 6' ABOVE PA WIG "MADE WIN FONN. L06171(AY ASST BELOW PAWING RE TAG OVER RE aASTMfR END HEREIN SOLL 8<E M ACONDANGL WIN HE ROB AID REGAAMMS REQUITED BY RE att CY' ENCYWTAS TO RE IXTNT ROI RE CONTRACTOR AID A WTTEE TIT RUE- COYSIRUCMW LEEIMG WAIL BE SLWNIUD WM R� CITY AT INSTALLED AT ALL OPENINGS 0 HOD N ANY La DS THAT ESCAPE FROM THE MOSIER AND 0 MOT ANY FLOW OF STWN MAIMING LEAST 48 FOURS N AOVAME BY CAUNG ( 760) 633 -1770 WATER MURWW RE RAW ENCLOSURE AREA RE CLAW CAN DE CW51W70 WE AID FLAT 0 ALLOW ROLLING OF THE CYNRACTRS' EIRLOIIIS WD PRFWY CCNS)RUCMN IN RE CITY OF BOWIAS SHALL BE NAMED TO RE OF NE LAMN SNAIL DOW ABOVE GRADE UNIX COAKCTED AND 9MLL THEREAFTERVE BWIfD AT ENGNUR CONROS SUN PWORVANCE RE 1I'ONf9 AGREES THAT ANY PUNWEW W RBEW PERFORMED BY BE CITY OF 10, POW RF HANUNG DIRT W CNOSIRUCMN M47MALS 0 ANY PROPOSED CNSIRUCAN SE WA RUSE OWPSTER N AND WT. RE allOWIE SHALL BE SV COMMAND W NAY HAW A WAN THAT DISCHARGES THROUGH AN FAMILIAR WIH RE O'TY OF DORMS SIDRYWATER POLLUTION CONRO REQUIREMENTS REST 8M° NOTES RE PONT OF CONVECTION ENGNIMSW ITS CAPACITY AS A R&C DV97Y FOR RE PANS PREPARED BY RE fwmp IS NOT A DETERMNATOM BY IE CITY OF PROECT RE DEIROPIR SHALL SUBMIT 0 AND IEO/W APPROVAL FROM TF aTY SOUR FOR 11E AWWAEELY 92ED OL/ TEASE VPAIMTOR AND IS MEN FILM MOM A OTY- APPFOWD HYDROCARBON F175R AND SHALL BE AVAU f 70 LIE R E WNWAG ON 97L ME PROPERTY ONItiR/S) AND RE IRK CONRACTW ENCWCAS O THE TCHNIUL SER�MY W ADEQUACY O I E PEWS W DE9W NO IT RERTO'E DONS NOT WLflE RE PROPOSED HALL. RW7E RE BE EWER SNAIL COREY NR ALL COM4'MNS AND REOI�HS BE CITY OWHARQD INTO RE P/BLIC SANITARY SOUR SYSEW NOT 70 PU US' W BE SRRV 04AN SYSTEM. A SPARAT WILLING MUST MOM M "CNRACTWS ABOUT STNYWAEER REOMIN ENT5 AID TER ONN REW MDES 13 ALL LATERALS WALL BE CONSRUC7E0 CLEAR OF WWRAM 6AWDR O RfSPONSMUTY FOR I E PLANS W DEW OF WRROWLNWIS BASED AUEW RE MM AGREES 70112EWMFY AND ENGNER MAY WROSE WR REGIRW 0 THE HAV NG OPERATOR P99T MAY BE REWHTO FOR INNS SIRWW HOD HARMLESS RE CITY W O WHTAS AND ITS 0010 AGEMS AID BROUS FROM PROUTY DAMAGE W BWILY INJURY 11. WW RNAL CORIEMM OF ME NO21' ORDER DE GRAM PERDU( 407 PIMP TO FINN WRONG OLNENNAINNBA"AL WAITEROAST RCTNOTES' WASMANANAGELWM 14. ALL SKIERS AID LATERALS SHALL BE WAYNE BAUS9 W VIER,, LOW PR'S'M AH TESTED, AND ARISING SOLELY FROM RE WOMEN ACTS LRR0.PS W ONSSWS W THE ENGNBR AW MINER AGENTS W EMPOWE3 ACING APPROVAL AID ANAL ROUSE OF SOURyrK AN AS WADM CERIB7UMW" 914L DE PROWMD CONRACT R WALL BE fif" WLE FOR PROPRY DISPOSING W ALL WASTE AND UNUSED 06MCM V M MSN AT ME APPLDANT /CN04ACRR5 E MSE PRW TO CONSERAMAV FOR LM ACCEPTANCE WAIN OR COURSE AND SCOPE OF SINN AGENCY AND BROYLENT AND ARNSMG OUT OF BF WORK POTIORME 1 BY BE 019WER. MATERIALS CIOMW OF ONUSD W WAST PRODUCTS ON TE WOND WERE MAID? CAN CARRY TWM ALTO BY LM). AR TEST SHALL BE DOE AFTER CONSRUCRW OF ALL ONE? UNIDES AND UNFTYLAIERALS MOT DF WAOVC UNDER AN OR ND. SHOWN O I„s RTh' PERFLYOED D SUBSTANRAL CCM TEMWF L POTABLE WATER NOPKS WAIL VE COl5RUC1E0 N WF (DNC WR T NOETD Sp AND MA TRIALS AS SMS F N Mff MOST RE CONWYANCE SYSTEM IS SiWCEYPROPIZED, WM TF APPROVED WY IH PIA W AS AOWN W RE ATTACHED USER WHO PAN' TINS H RIffM1'T RECENT EOMN W RF a1VEMIAN MIRq�AL WATER OS7PoCT (DISIROTJ STANDARD SECEICANWS AND WAXNGS FOR BE 15. ALL SEWERS AHD LAERALS WALL BEN PUCE AND WALL HAW FWAL APPROVAL BY 71E LID SNAIL DE FOLLOWED BY THE a1T AND WM.IRbRE W IF CAE fMMWER WD CRNES' SUCH WRONG CWS'RUCINM W WATER MAWS AID FAC67MS MOOMt'G ALL AMENDMENTS ADOPTED RIO? RO BE OSIRICT APPROVAL OAT W NO SEFPAO FROM ANY OIMPSIER 9ULL BE GgSTY/AROD INTO STOaIWATER. BERMS/BWES WNl &PLACID M.9'fC7W FRLBA 0 PAWING SWATHE Wl DAE 6 /8 /9 OERANN RE5E PUNSCNIRACTOR WALL HAVE A COPY OF BE STANDARD 9EURAPONS ON RE M SITE AT ALL VIES ARY/ND ALL DtW7B?S TO OVERT BE NATURAL STORM M/NOF DUMP90 WALL BE CIFCN FRREI'RY 12 ALL WARD WALL DE 05PECIE0 AID TESTED BY A OUALEED SOUS EMMUR W OWER IRS off MW 2 RE S NNIZON AND REWW OF ALL SEMITALS SOP GRAM; SIX STS AS IFOW BYRE STANDARD SPED RC4BONS FOR LEANS DO PSIER LIDS SHALL REMAN CLOSED AT ALL VIES WMPSTRS NMQUT LIDS WALL BE PACED 16. ALL NEW OWGRONS TO DOSING.S7ER WALL BE MADE TO MIND ONES MADE NTH NXED BE WALL M.SPECT AID EST MF RUM TO PLACDAWT AID CMAC70 W MLS AND SAXES AND ( ) NNW SMCnHES MM WRERWOUS ROOM W WVERD W1H TARPS IN ORDER TO AM RAIN CONTACT WIN COMPANY- S4MW EROYF.ERMS NC CMRACTW OF BENCES IF WALL SbWT SEWS REPWIS AS REQUIRED AID NNL OFIERMINE RE ARE 70 DE ACCONPUSIND PROW TO TIE RUE- CONSWROM GEEING WIN ME 9SiWCr$ INSPECTOR ' ANY ]RASA MAIERAL PIE' SAW K W WALL BE MADE BY INSTALLING NEW MAMEACIARRD WITS FOR INSTALLING NEW ADDRESS' 171 SAXONY Rao, SE 11J a MWUS U 9104 9WIALMY OF ANY FlLL MATEWAL UPON CONPLETON OF WADING OPRAB NS H E 9ALL STATE NOT MANWACNO9 M STANDARD DELL AND SPIGOT W PLAN BID WAS AID PAW END PIPE SHGgS PHONE NUMBER. (760) 436 -06W OROVAPWS AND TESTS WIRE MADE BY HIM OR UNDER HIS SUREMON AID ROT N IRS „NON ALL J MESS OTHERWISE NOTED, MINECROYAS 70 DISWG MUMS SHALL BE MAW WY. IE THE AND OURAMN OF ANN SHUIDOMMS MANY CONSRRUCnON MAERINS MILORD SOf WW7S WATER -BASER PAWKS VEHICLE RUBS MWEN ASPHALT IMICH NG NE AOACD T ENSTNG PNf NAY BE USED FOR M 97M WES BV70 AN EXJSWG SIR. ALL EMWAXN75 AND EXUYATONS ARE ACCOD MOLE FOR TER INTENDED USE W USING YAWS WALL BE WBECT 0 APPROVAL BY BE OSRMT.. OS7RHC7 WALL BE N07FO TWO RM MWIM M N ADVANCE AID CONGO& /IOW AND CLEARED VEQ7AWN CAN DE RECH20 ADP- RECACAO'E . MATERALS MOST W CWNCMNS NOT NAVE TO LOSING ONES MUST BE N ACCORDANCE WM AD STANDARD WANING S -32 RC EXRWfS 6/JO/19 13 BE CONTACTOR SHALL PROM GRAVE ALL aCAWIED SURFACES TO PROVIDE P09HW WANAGE AW W ANY MDOWL TAKEN 0 AN APPRWWATE LANOIL W DISPOSED W AS HAZARDOUS WLSE. FOR WWMAMW ON DISPOSAL SOESENGNEERSCERIEN'AIE PRfNN7 POD1A'G OF WRIER RE SOUL CONTROL SURFACE MAZER AID AVOID DAMAGE 70 ARMING W HAZARDOUS MATWA, CALL TE HAZARDOUS WASTE HORHE RML FREE AT (807) 71-1195 FW IT FOR CUN'W'C70 W NEW LA TERALS 70 DOW PRE WAAER RAN 8 -Mal IDA1EER CWRACTW PRW97ES W RWSIED WORK ON RE WE AID 91ALL TEA£ REMEDIAL MEASURE 10 PR IEBE EROSION OF 4. CONTRACTOR WALL WOPoNAE WIN OSTRICF ALL AWA4007S FOR WGN -BANG TEMPORARY SERWO PM07 0 SUTXWNS KORAMMN ON UNDIBLS AND 70 ORDER DMPSTERS CALL LOGO AT ( 760) 436 -4151 9141 WT M A NEW WE PER ABOVE W NAY USE A S ITARY SM ROMAC SINE "W" SMER SAME FIESMY GRAD D AREAS WN Dal NE AS PEBMMENT BADINAGE AHD EROSION CONTROL MEASURES HAW /, SEVEN MORRIS A REGSTMD aW E 6ME? M RE SOE W UUEWWA, PRINCPAUY DOW WSESS M ME FEN OF APPLIED DO INSTALLED.. NO SUM N4S WILL VE SCHEDULED ON A MIDDAY BA FR OAY. PER SM. ONG 5-32 SOIL MECHANICS WWBY STATE MAT IT H OUR PRORS AVN "DON MAT A SAMPLING AND STUDY OF ME Sat CM0'TONS POLLUTANTS THE BUTT DE KEPT OFF BPQ90 SURFACES PLACE OECD CANS AND RECITING lECEPTAGES PREVALENT WNW BINS SIT WAS MADE BY MU W LASER MY DIRECTION ON OCTOBER 19, 2007 AND SP)DWER 17, 1018 Off A ALL ARMS ST VE FETED WALL & PREPARED 0 VE MATTER A AHD EEL WALL MI PACED M S CUREL, SR WALL RENEW ALL 0 HE DTS IRFNW WINK WM NW7kWA A CWYW fYE1RION lfiiER BA TM1pMYG PRLWI, ARODD ME SITE 18 F hECWARY „HMG' RE LA ME CONNECTION NOPA; UPS7REAY GLOW N ME fkISNVC SOUR 9/ALL BE WM STANDARD TOR N B ALL WOFABLE MARET AND MUMBLE 15 70 E PA ED. L0 9141 E REWURm 914E VE 91BIMTIED ro RE OSERIC7 PROP ro CMSRUCMW CDIWME CONY W BIE SEWS R I MRWfD FROM IONS STUDY WN MY PLANS AID IT IS D FITS BEER 9/A OR 0 BE OFFICE bf TEMPCIARMY ELIDED AND BY-PAM BY PUMRRG W PUMP'R RBICKS FW OSPOS4L Rl A BE ALLU BY TE CONTRACTOR RE FROM O S SURFACE WW WSW ME FlLL IS ro VE PACED. 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NO. 2019- OI93NS OF C TAX RECORDS - EXSIND FBW 1J' MDE LASEIEM1'T FOR i REU WA Y ANTE GRD ID MOTE CITY Of D WTAS RECORDED JAWARY 14 1995 AS F8f NO. 1995- WJ7063 QU OR ~ n Nn 4 N� I n II VIII 9 � H y r •I it m I M 5 n 9 ^2� 1 ri ' H ' 7 � E 4r, o l E I — S- -Z —S - - -S ✓ �% CB CB m mom E I III A'LA e Ef 1 0 H 7 ,xl 1 I1 RAW TD PARKING ELfYAIW P.WA(X ABOK -slu I y r SEBCROSSSCC770NE i 1 ,.,'y'�' ' ON,SI7EE'TNO..2 1.'l ! &� Yl LOR?S QU 1110M AQUW 1 ,�I I eASEMO+r NO II PARK:NC. , : ,1 I. 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"SPARADOV fROM fW M STETL PrE (/-ffm) BROW RICH REMOVE It RECWIS7RUCT PER PLAN EAST GRAill IREMMM IBM PARAOL LC ti REMONf AID RECONSTRUCT 18" RCP AL�WNCG SIM,WG LA LAYER R -PUNS 9DAM 9H 4S I 7RSO 70TAL DRAM ., WIH 4" aWV7W CITYOFENCINITAS • DEVELOPMENT SERVICES DEPARTMENT LAN FOY EL CAMINO REAL BUILDING VACANTPROPERTY APN.,157 -M-16 ROW _ ,• " 294' WRNS F PER ARCIVECIS RAN I fsT IF /AO ]SAM RAV PARASLAL LC IAN MRN%R IAYFR I la• c #.ITrj7,TcVf)E 14039 -G A nN�cwc.• RELYbPDEO MAY 11 2019 AS DOC NO. 2719 - 01970(3 W OFFICIAL RECORDS. STA 0+00F AGREEMENT FOR MAINTERANC£ OF PRAAE STORMWATER TWAAWJ I AND STORMIER POLLUTON CNTROL FACMIRES BY AGENT o MAMMAL FACILITY RECORDED MAY 11 . 2019 AS DOC, NO. 2019- 0193015 OF LMTICAL RECORDS SEf DFTAk K ON NUS BOA" yak SHEET PER COANECNON IRRI DOWSER TPOE - 5 A FOR FU3URt ATCYCLE0 USE A ov 0 RECYTV WRIERAS LATOFWA6MOICTPLAN I I S4EETLt AND L2 AS PAKI Of 11/f_ 0U/COIPIO SE'I,. �- hOTE. I ALL PUBLIC NPROWMENIS DAMACIP OURINC CONSIRUCDON SHALL BE REM06ED AND ARAM m SA_OSEAM OF,0TY ENGINEER] 3 I 3 ENCROACHMENT MAMTENANCE REMOVAL AGREEMENT RECORDED MAY 11 , 2019 AS [M NO 2019-0793015 OF LIFHCAL RECORDS G W Q m �I i I 9 _ 4 h sTA r +zan S' t - {PO7A8Cf WADER- f.' 8 / iWI4tEPOC 1 77 TJj 77 CAR' I r7T�_ I NOTE A SEPARAE RG HT -OF -WAY CCNS7001IOJ PERM/..' 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III TER FARM(,' CXISNNG VDIN AS REWIRED WAVE TO ACCOMODATE ANRCPARD SECTION A -A 7RAFHC NOE CCWSTRUCT SEDMENT BARRIER AND CHANNELUE ROBOT CDRRUW ]ED A TO STMFNT /RAPPING DEMCE STffi PANIIS TYPICAL STABILIZED CONSTRUCTION ENTRANCE C V DMASUMMARY rrzo:::D OMAY BMILOUFRARTYPF&ARG IBF DM's A OMA TYPE SMUCwm BMP iTNFfTUBMBMFIO TYPE GINS IMPFRNWS BMC BEM MAINS MBMFIMOFILTIIATIONIN 01310 -1 LNIDBCAPE ]® IMPE0.NW5 59W R.M -1 lANDSGPE 4W 6i69 CHARS tO BMP MOFIIiOATON /BFI) 1 �mmmmLB MBR.` pM-3 6 fJANND N I SFY- Y/TAIItKi pY RA 33L Q/Y G! PY.WIIS BY' LIE}' AWP 4 J. AI.O B IN£ fKJ/ MbS.ED AS YC MNMD BY4 I!p MF pry Ar INOMu YF BEM6M if m3B SW AW AIIM7 2RVMIL MYC3 BW OET9N YYYML IBNAIJS YI!- IYIXFIYC BWS ANO B!'Y.M14 MF EIGNF FMY TAB" lMRlbl Tom TsrIM xcwwm &mRminew mRmlarr.ErA m /o WT tYWIAN CI YOFENCINITAS- DEVELOPMENTSERVICESDEPARTMENT ORAWINGNO. LFVTRLN PLAN FOR' ELCAMINOREALBUILDING 14039 -� VACANT PROPERTY APN 157-040 "16 CAST Na 18-012 DRIVA SHEET 40F 16 F RMWTARLE BMPIB mp SYMA MWP.WM PEWIRU pJWrrtY N6MP 91QF p'IBI WlpN MNNLBN3XfE {ILLY POLLUTANF CONFROS, HYDRO IFNATION, & 100.YUR DETE14FION 8:— M flM NMFlI t304" HOY X/R X/R pU 3ERLY RALNIHUNLY HYDRON WFICATON &100 -YEAR DETE N BM-3 RETENTION BP9NINPN33P N/A AX VA N/A M Y 41ANINUNIY Tom TsrIM xcwwm &mRminew mRmlarr.ErA m /o WT tYWIAN CI YOFENCINITAS- DEVELOPMENTSERVICESDEPARTMENT ORAWINGNO. LFVTRLN PLAN FOR' ELCAMINOREALBUILDING 14039 -� VACANT PROPERTY APN 157-040 "16 CAST Na 18-012 DRIVA SHEET 40F 16 F I[ /% IIr RCE I Tom TsrIM xcwwm &mRminew mRmlarr.ErA m /o WT tYWIAN CI YOFENCINITAS- DEVELOPMENTSERVICESDEPARTMENT ORAWINGNO. LFVTRLN PLAN FOR' ELCAMINOREALBUILDING 14039 -� VACANT PROPERTY APN 157-040 "16 CAST Na 18-012 DRIVA SHEET 40F 16 DESIGN CRITERIA @Be 1. SOIL DESIGN DATA IS WED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTECHNICAL REPORTS: A. UPDATED GEOTECHNICAL INVESTIGATION & FOUNDATION RECOMMENDATIONS PROPOSED TEMPORARY PROPOSED NEW COMMERCIAL DEVELOPMENT SHORING (SEE SHEET SH6) APN 257- 040 -16, EL CAMINO REAL PROPERTY LINE ENCINITAS, CALIFORNIA PREPARED BY: ENGINEERING DESIGN GROUP, DATEDSEPTEMBER 27, 2018. 1 _ 5 10 _ LOOLL OIL 2. SOIL DESIGN PRESSURES -o _ Know what's below. 14Z oil OIL A. PASSIVE EARTH PRESSURE = 35OPCF ( dig. B. APPARENT EARTH PRESSURE = 35H(LEVEL) Ca�� before. you dlg C. ACTIVE EARTH PRESSURE = 35PSF /FT (CANTILEVERED) D. SLOPE SURCHARGE (2HI = 35H x SLOPE HEIGHT 69 E. ALLOWABLE POST -GROUT FRICTION - 5.10KLF ! \ DIG ALERTII TWO WORKING DAYS BEFORE DIG F. TRAFFIC SURCHARGE - 10OPSF UNIFORM APPLIED OVER THE UPPER 10. ®� �� ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE L L (AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL _ CONSTRUCTION BEGINS. — — — — — — — — - - - -- — — — — — — — WILL. STATE OF CALIFORNIA 23'-Gm UTILITY I i / DEPARTMENT OF INDUSTRIAL RELATIONS EASEMENT -- -------- - - - - -- ( DIVISION OF OCCUPATIONAL SAFETY AND HEALTH RIGHT -OF -WAY ------ - - - - -J ILL TRENCH /EXCAVATION PERMIT NO._ _906802 — Lit O 20 LEGEND I 65 T.O. W. -TOP OF SOLDIER BEAM WALL L J I \ B.O.W. - BOTTOM OF SOLDIER BEAM WALL s PROPOSED BIO- FILTRATION TEMPORARY TIEBACK L�J / \\ _ T �� BY OTHERS = WORK OUTSIDE SHORING SCOPE LIJ i BASIN (SEE STRUCTURAL .� '� \ ANCHOR (TYPICAL) (P) = PROPOSED DRAWINGS, TYPICAL) VVV (E) = EXISTING Ilk Fr PROPOSED TEMPORARY ( \ SHORING (SEE SHEET SH7) oLlsl ING cuRe I �s,_J; - _ _ — —� PROPOSED IMPROVEMENTS & SIDEWALK I i II� ! ! I PROPOSED PARKING GARAGE 25 _ _ _\ _ _ _ ° IMPROVEMENT SYMBOL I \ \ TEMPORARY SOLDIER BEAM j 1 I TEMPORARY TIMBER LAGGING CUT & REMOVE TEMPORARY SHORING 3 III I PROPERTY LINE FOR BIO- FILTRATION INSTALLATION, PROPOSED TEMPORARY d % 'y�% PARKING STRUCTURE (WHERE REQUIRED) I I SHORING (SEE SHEET SH9) I \\ /r/ �` PIPE STRUT BRACE - - - -- UPON COMPLETION OF THE PROPOSED l \ OIL LLI \/ /f i ✓ / / - - - -- RAKER DEADMAN — — 3� F —1 I 30 I � I� L —� r \ % / SOLDIER BEAM COUNT XX PROPOSED BIO- FILTRATION � 55 f I BASIN (SEE STRUCTURAL L J y,. DETAIL /SECTION CALLOUTS SHX (DRAWINGS, TYPICAL) @ m - -� F 1 --- - - - - -- - -- - ��- A 35 \ �` 111-0-1 — L —= - I o so — so — L �\� \, - - - - - -- / — — -- - -s— s— s ac— �� 3x12 DF #2 TIMBER LAGGING IS - 1 e -- - n - _ 4x12 DF #2 TIMBER LAGGING TRAFFIC 8: CONSTRUCTION SURCHARGE PROVISIONS < TEMPORARY SHORING DESIGN DOES NOT ACCOUNT FOR S LI OIL HEAVY SURCHARGES SUCH AS CRANES, CONCRETE — LL _ — — 50 45 - — — —� — — TRUCKS /PUMPS, WATER TANKS & EXCAVATORS. PROPOSED TEMPORARY PROPERTY LINE PLACEMENT OF ANY SURCHARGE LOADING, WITHIN 10 I SHORING (SEE SHEET SHS) FEET OF THE TOP OF THE EXCAVATION, WILL REQUIRE ADDITIONAL ANALYSIS It SUPPLEMENTAL SUPPORT. SHORING DESIGN GROUP THE GENERAL CONTRACTOR SHALL PROVIDE ALL AXLE, STRUCTURAL SHORING AND WALL 5 OUTRIGGER OR OTHERWISE IMPACTING LOADS, TO THE (� DESIGN REVIEWED AND APPROVED NORTH 12 QPpfE.i . SHORING ENGINEER PRIOR TO SURCHARGE PLACEMENTS. BY ESGIL CORP. AS PC # 18 -2341 \„\V1`,.19'/1, 70 5 0 10 20 N CS(1503 m S Exp. /� SCALE. t" = t0' C Q' 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANCE NO. DLSCRTPDOV APPROWD DATE BENCHMARK AS- BUILTAPPROVALS Br' °lbQo B" E EERNGDMSIONAPPROVALS CITYOFENCINITAS• DEVELOPMENTSERVICESDEPARTMENT DRAMON0, I Pill 25 WAS5 Da MARKED "E5RC -12 LS 7312' N THE 7W dYT. 0.1ff PLANS PREPARED OWED? SUPFRN90N (F HfCDM A . (7TAOAC PLAN FOP: a am N05E N BR MOVIE CF EL &MW fiM IV 7W E &X KRWS EL CAMINOREIL BUILAING RMVISMAPPROMA)EYAVSLV71MYOF DA LE:6(tA(H � w�� Vg CANT PROPERTY 14039 -G F. CAREEN WW ROAD PER R.QS 18416 RAAAYVC - RE1xxER RICE NO. r 80503 ? _ �A 20 9 APN:157-DID-16 ELE✓ARON 142124 DATUM: NAID 88 ximrrmv ENMM OF M, pp, 3/m/12 D T pUH/AHC CASE N0.. 18-021 DRAA SHEET 5 OF 16 Immi'm oly 8' -0" 8' -0" T -0 7 8'0" 8'0" 9' -0" 5 SPACES C 8-0" O.C. = 40' -0" T -O" 5-O' ° (E) GRADE, TYP. 2-0.1 m 150.00' 150.00 c CORNER PIPE STRUTS 4'-4 "t T.O.W. -146 00' °, T.O.W. = 148.00' 8 ANGLE BRACE (SEE T.O.W. = 144.00' _ - ^St° DETAIL 3 /SH13,TYP.) T.O.W. T.O.W. = 142.00' -- - - - - -- 140.00' z' °° 4 -- - 140.00' E ELEVATION 143.50' WALER (SEE 1/SH13) -___ __.._ __ TO" ' -_.. ____ - 140.00' w SH12 .0. W. = 138.00' - / 4' 0" a� f ,Si• ..H.. T.O.W.= 133.00'— i' ��1�1� S2 0Q 130.00' i .i 4' -0" i 30.00' .�' 4 0" / "H" _ WALER (SEE 17SH43) J WT BRACE, CL ELEV. = 127.00' -_— -_ - - - -- —__ _ =:'S2" __ - - - -_ - -- - -- E -- ELEVATION = 129.00' - ® ___ _ / WT BRACE, CL ELEV. = 124.00' -- - -- - -- -- - - - - -- ^53" PROPOSED FOUNDATION 120.00' WT CORNER BRACES (SEE STRUCTURAL DWG.) 120.00' (SEE DETAIL 7 1SH11) B.O.W. = 115.00, _I -- <a -- — B.O.W.= 115.00 I I 110.0 110.00' 0' I I I I I I I I I I I I I I I I I I I I I I I l I I I I J�SOLDIER BEAM, TYPICAL I I I LEGEND: I I I I I I I I I I I I I I I I I I I I (SEE SCHEDULE FOR SIZE) LJ LJ LJ LJ LJ LJ LJJJ- --��- LJ LJ LJ LJ LJ LJ LJ T.O.W. =TOP OF WALL SB#1 SB #2 SB#3 SB #4 S13#5 SB#6 SB#7 SB#8 SB #9 SB#10 SB #11 SB#12 SB#13 SB#14 B.O.W. = BOTTOM OF WALL NOTES: DESIGNATES 3x12 PRESSURE 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR SHORING ATTRIBUTES. TREATED LAGGING 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING a PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE PROFILE - LOOKING NORTH DESIGNATES 4x12 PRESSURE HORIZONTAL CONTROL B COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. SCALE: 1" = 10' TREATED LAGGING REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. EXISTING CURB ~8: SIDEWALK 5 7 3 2 2 PROPERTY LINE 5 1 SH11 SH11 SH13 P, 5 TYp.SH14 SH11 SH13 3 4 1 1 / \ 10 , 14 SH11 SH13 off- I i x L i z Of WALER z A ER (E) WATER LINE i (E) CATCH BASIN ,�S('Z'- / -- 16' -0" \ T-0-* 16' -0" OA7BSy r c / 23' -0" UTILITY % `'` .n .n .n - ,�,g•, 1 •��J' EASEMENT 12 : r �.� 244' x SH10 SH13 1 _ Bbl 2 17 EXISTING WATER v v SH13 L i LATERAL (TO BE ABANDONED) I O i - - - -_ -_- - 1 - _ - - - - -_ - iP-�%� 67 6' 0' O PROPERTYLINEL-- — — — — - --- --- ---- - - - - -- z RIGHT -OF -WAY I�I /7 RAKER dEADMAN J TL 7 / TEMPORARY TIEBACK (TYP., S�E 1 /SH14) 1 `f / \ ANCHOR (TYPICAL) 3 / PROPOSED PARKING GARAGE 9 I �� 2 J PROPOSED BIO FILTRATION ( O LJ —�— —SD— �� W BASIN (SEE STRUCTURAL 64 - -J _I DRAWINGS, TYPICAL) I � � SHORING DESIGN GROUP NORTH QpDFE6SI, . .� to 5 0 10 po .3/31/ n Exp. 3/31/27 SCALE: 7" = 10' C 7755 VIA FRANCESCO #1 SAN DIEGO, CA 921299 (760)586 -8121 CHANCE NO. DESCRIP7/ON APPROY£D oA7C BENCHMARK AS- BUILTAPPROVALS B" °foo BY aMER/NGDNWNAPPRDVALS CITYOFENC60TAS- DEVELOPMENTSERVICESDEPARTMENT DRANNONO. 25" BRASS DM AAR!(EB 'ENC-T2 LS 7M'W RK RIP NT. DATE PLANS PREPARED N®fR SOMRW90V OF RECAVI Fp: WAI PAW FW.. a u aAs D RI ItlONEaa wi rW PAYc f/AT LfZ' /_ M � EDWARDa WW EL VACANTP OPERITYNO 14039 -G 710 6GIA7 AWAOAMAlaY AA1 SWmF%YO' DAiE q DARDEN WW m MR max 18416 14A9uWa R.C.E. NO.: 8050.1 7 ' (' I l I 1 120/9 APN.'T57. 040.16 ELfSAOaV: 142124 DAMN: NA 88 BV(%IU EXP, 3/31/19 NfE NIt RAMWC CASE NI 18 -011 DRAM SHEET 6 O 16 MOi DAZE 4/3/1019 3 SPACES @ T -0" O.C. 4 SPACES @ G -0' O.C. 5' -0" T -0" 8' 0" • -9" 8' -0" T -0" T -0" � 8' -2" _ 21 0 4 SPACES @ 8' -0" O.C. = 32. -0" T -2" T -0" = 24-0" T m zz zl TIEBACK, TYP. 4 -0 m 150.00' c, Im m T.O.W. Io (E)GRADE, TYP. 150.00' T.O.W. = 148.00' ° _ _. _ T.O.W. = 148.00' ' T.O.W. = 148.00' _ 147.0 T.O.W. �z ml _ 4 _ _ 145.00' "51" -. -- T.O.W. 144.00' mI SH72 W WALER (SEE 1/SH73) _ / 'S1 T—T.W . = 143.00' q--, T.O.W. m ELEVATION 143.50' __ _ $__ __ _____ _____ ___ - ----= +_ = = ° °$ _- _- -_ __ -LC - 141.00 _ —P 140.00' 140.00' Xt 4' -0 ■ ■ ■ �F _ _ • ■ • ■ ■ ■ __ _ I.S.I. T.O.W.= 138.00' ..H., • ► .,5,. 1"S3' oQ "H" "S2" II ■ ■ ■ 1' -6" 00 'H' CORNER PIPE STRUTS 130.00130.00' WALER(SEE 1/SH13) _ u _ -- - -_ B: ANGLE BRACE(SEE ELEVATION = 129.00' DETAIL 3 /SH13,TYP.) II■ 10 120.00' 53 - ____� 120.00' B.O.W. = 115.00 — '.. ^'F�F --F 7"' �P �"� T TT TT �T� Tp — B.O.W. = 115.00' 110.00' I I I I I I I I I I I I I I I I I I I.I I I I I I I I I I I I I I I I I I I I I I l I I I I 110.00' I I'' ^p^ SOLDIER BEAM, TYPICAL 11~ LEGEND: l I I I I (SEE SCHEDULE FOR SIZE) LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ J LJ LJ LJ LJ I I I I I I I I I I I I I I �J T.O.W. =TOP OF WALL SB#15 58#16 SB#17 SB#18 SB#19 SB#20 SB#21 SB#22 SB#23 SB#24 SB#25 SB#26 SB#27 SB#28 SB#29 L J L J L J L J L J L J " SB #37 B.O.W. =BOTTOM OF WALL SB#36 SB#30 SB#31 SB#32 59#33 59#34 SB #35 NOTES: DESIGNATES 3x PRESSURE 1. SEE SOLDIER BEAM SCHEDULE ON SHEET 5H15 FOR SHORING ATTRIBUTES. TREATED LAGGING 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE PROFILE - LOOKING EAST HORIZONTAL CONTROL Ft COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. SCALE: 1 = 10' REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. I \\ TEMPORARY TIEBACK /ANCHOR (TYPICAL) INOTE: TIEBACK ANCHORS MAY BE ROTATED 5 -DEG IN ANY / DIRECTION TO AVOID CONFLICT O �� 5 sH11 SIM. 37 sH31 5 e / r1 II II vI3 I �I \ 34 4 3 SH13 3 SH S11 t5 13 H j SIM. 1a �� / j 11 III 20 II II II 2 1\ 30 i / / L - J'L L - -- ( \ 25 SH11 �� - / 5' -0" _ SH13 SH13 `" � 1 T � I _ � J 10" SCH. r 4 1 - - -- — — — — — — — SH11 \ 2 I PROPERTY LINE SIM. SH10 __ SIM. 8. SCH. 40 PROPERTY LINE---,,,, 16' SCH. 40S I I - -- - w RAKER DEADMAN (TYP., SEE 1 /SH14) 1 I RAKER DEADMAN �. I SHORING DESIGN GROUP I I I SCH. L J I I SH12 PROPOSED PARKING GARAGE (TYP SEE 1 /SH14) -- 3 SS/OI,- m 10 5 0 10 20 C 80503 Exp. 3/31/21 SCALE: 1" = 10' C 7755 VIA FRANCESCO #1 SAN DIEGO, CA 921299 (760)586 -8121 CHAWE DE.SOUPPON APPROWD DATE BENCHMARK AS-BUILTAPPROVALS Y- ORAM ENG/NEER/NGDWONAPPROVALS CITYOFEWWAS- DEVELOPMENTSERVICESDEPARTMENT DRAW/NGNO. 25' BRASS DO( MARKED "M -12 LS 731Y M 7NE 7!A° MI. DAiE PLANS PREPARED UNDER SUPERNSCW OF RECON AP D: CRADW PL M' RIP: of am NOSE N W a' a auAMO REAL ev ME �S �� EL CAMINO REAL BUILDING RMDIs.M�AwwOAM,AIRY70 SW7h Ya DALE: l I Slif mwARDdWYM VACANTPROPERTY 14O39-G RED VAff GARDEN ILM'ROAD P6P RO.S 164/6 PLM9M'fVG MAVMV R.CE Na 60507 APN :167-046.16 ELEAAM. 142114 DA NM: NA 14/ 88 '79r9 DA it CIpR p aF Eff CF.. 3/31/19 DAN DA- ETi —I RAMM CASE Na 16-012 VRItA SHEET 7 OF 16 ROT DAIS 41JI2019 5' -6" 8' -6" 9 SPACES 8' -0" O.C. = 72' -0" Y -0" 8' -0" 8' -0" 5-0" 150.00' 1 150.00' c m — EXISTING GRADE CAP WALER Y-0" 140.00 (SEE 6/SH14) CAP WALER T.O.W. = 137.00' (SEE 6/SH14)0 140.00' T.O.W. = 138.00' _ _ T.O. . = 136.00 w T.O.W. = 135.00' T.O.W. = 134.00' _m - -1'-6" — _ _ T.O.W. = 133.00' T.O.W. 00 ®� 51" �-a°, � 130.00 T.O.W.= 130.00 130.00' CORNER PIPE STRUTS. )70 llllll� 8: ANGLE BRACE (SEE .'S2" H CORNER PIPE STRUTS DETAIL 3 /SH73,TYP.) - 8: ANGLE BRACE (SEE 120.00 DETAIL 3 /SH13,TYP.) 120.00' B.O.W. = 115.00— _ __ ._t. :_ -a ..r -- ___ __ - -- __. ____ .. B.O.W. = 114.00' 1:,;1 ICI I I I II I I I I II 110.00` I I I I I I I I I I. I I I I I I I I I I I I I I I I I I 110.00' I j l 1 1 "D" I I I I I I I I I I I I L SOLDIER BEAM, TYPICAL I I I I 1 1 1 1 I I I I LEGEND: LJ LJ (SEE SCHEDULE FOR SIZE) L LJ it LJ LJ L LJ LJ LJ LJ LJ LJ T.O.W. =TOP OF WALL SB#38 58 #39 LJ 56 #47 58 #48 SB#50 SBN51 SB#40 SB#41 SB#42 SB#43 SB#44 SB#45 SB#46 S9#49 B.O.W. = BOTTOM OF WALL NOTES: DESIGNATES 3x12 PRESSURE 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR SHORING ATTRIBUTES. TREATED LAGGING 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING B PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE PROFILE - LOOKING SOUTH DESIGNATES 412 PRESSURE HORIZONTAL CONTROL a COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. SCALE: 1"= 10' TREATED LAGGING REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. I I II I EXISTING CURB & SIDEWALK E TEMPORARY CAP TEMPORARY CAP WALER (SEE 6/ H14) 2 3 WALER (SEE 61SH14) PROPERTY LINE 3 T -0- SH11 3 -- --�-- SH11 38 _ 40 _ _�� _ 45 _ _ /SH14 _ _ 5p _ _ SH11 — — ` 1 —.. _ - (E) CATCH BASIN — lb PROPOSED LATERALS S � r 18' 0" SH13 O I� I (SEE CIVIL DRAWINGS) W LJ u u r u u — —1 u N u 'S 12._0.,1 ry — 0 0 ��- oS as �S 23 N I ®6 m M CO - -__ S3 — —JJ L _L - -- —® - -- 0" EMENT�__ O I -- -- ISO. C� 99 q. L– ----- - - - --- o - - -- ------- --T–J� - - - --- —IJ -- .. TYP. RAKER DEADMAN� 3 1 Q TEMPORARY TIEBACK / (TYP., SEE 1 /SH14) SH10 PROPOSED BIO- FILTRATION ANCHOR (TYPICAL) % \ ® BASIN (SEE STRUCTURAL \ DRAWINGS, TYPICAL) J �. SH14 56 f W 7 1 RIGHT -OF -WAY PROPOSED PARKIN G GARAGE 66 ,) .._... PROPERTY LINE 0 rH 1 b I SHORING NESIGN GROUP HidO s m 5 0 10 zo y� C 80503 m "mwllq� $al * Exp. 1 SCALE: Y' = 10' C Q' 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 gIANGE ND. D£SCRM716V APPRDbfO DATE BENCHMARK ASBUILTAPPROVALS °RAIN ENGINEERINGDIVISN)NAPPROVALS CITYOfENCBVITAS- DEVELOPMENTSERWCESDEPARTMENT DRAWNVGNO. 25" &BASS DM MARKED '(A'C -4 45 7S1Y M /IE RA° 0I DATE PLANS PREPMED LWOM SIAMWSON OF RECOIIN D.• � GRAW"mr. OF am Nov av DX T a rA REAL N 7W � EL CAMINO REAL BUILDING BARD ISMD A^PRDMMAREI RH SWDA7ttYDF DATE: 6 v SIEIT wA�1 A VACANTPROPERTY 14039'i7 ROY o4m Iffl1• RDAD PER R. as, 18416 PLAM1g4C R.GE. No.: J 01 -_ APN:16T-040.16 STEM DON 141124 DATUM: NA IDW REWWR ��I�'� AT /I '� NUT K6YCTOR DOffR a WRK EXP. 3"/19 f PLM%%VC casE Na Da -au DR SHEET 8 Of 16 PLOT DATE 413/1ms 150.00 150.00' 5' O" - - -- - -- 15 SPACES ® 8' -O" O.C. = 120' -0" V 9'-D" F_D" 8' -1 t 2' 0" 140.00' c MATCH ESTING ON$ 2 7 * — — — — — — — �(E) GRADE, TYP.— MATCH EXISTING TOP 140.00' z m a — — OF CURB ELEVATIONS 130.00' T.O.W.= 130.00' _ ----------- (E)T.0C T.O.W.= 130.00' 130.00' — ______ —_ _____ T.O.W.= 127.00'______ „1 „__ -..._ _ _T.O.W.= 126.00' T.O.W.= 126.00'_______ ________ ____ ____ _ _ _ _ —__ Wi BRACE, CL ELEV.= 127.00' _ _ — _ — — Az CORNER PIPE STRUTS r: - - -- -. -- - - - -- WT BRACE, CL ELEV. = 124.00' 120.00' B: ANGLE BRACE (SEE -'S2” "H" CORNER PIPE STRUTS B. ANGLE - -.. 120.00' DETAIL 3 /SH13,TYP.) - BRACE (SEE DETAIL 3 /SH13,TYP.) L? B.O.W.= 115.00._ ,: — B.O.W.= 115.00' %I II I I �I I I I I I I I I I I I I -I I I I I L'I 110.00' 1.11 I' I 110.00' I I I °D" I I SOLDIER BEAM, TYPICAL LEGEND: LJ L J 11 j I I I L J I .(SEE SCHEDULE FOR SIZE) I I I I I I I I I I I I I I I I I I T.O.W. -TOP OF WALL SB#52 SR#53 I I I `. J SB#69 I I I I LJ LJ LJ LJ LJ LJ LJ L LJ I I I I I I I B.O.W. = BOTTOM OF WALL LJ LJ LJ LJ LJ SB#68 LJ NOTES: SB#55 SB#56 SB #57 SB #58 SB #59 SB #60 SB #61 SB #62 SB #63 SB #54 56 #64 SB#65 581166 58#67 SB #1 DESIGNATES 3x12 PRESSURE 1. SEE SOLDIER BEAM SCHEDULE ON SHEET Sill FOR SHORING ATTRIBUTES. TREATED LAGGING 2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION. 3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING B. PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE PROFILE - LOOKING WEST DESIGNATES 412 PRESSURE HORIZONTAL CONTROL B COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. SCALE: i" = 10' TREATED LAGGING REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. -- T---- T— __— T-- _— T— .--- T- - -1T -- 1T---- T___— T— _— _T— __— ��llVll'l V V I \�LT— _-- T_— _— T--- _T__ - -T —_ — T_--- T-- __7_ -- PROPOSED LATERALS ° \\ (SEE CIVIL DRAWINGS) `— RIGHT -OF -WAY EXISTING CURB 7 (E) LIGHT POLE �B SIDEWALK 23' UTILITY EASEMENT I (E) CATCH BASIN r — PROPOSED BIO- FILTRATION BASIN (SEE STRUCTURAL DRAWINGS, TYPICAL) spa a u e. i) TEMPORARILY SLOPE U EXISTING AT SHORING 3 Z WALL CORNERS (SEE 3 SH13 0 -" SH11 12' -4 ": PROFILE VIEW) SH11 52 55 60 - -_ -- \. 65 \1 69 `H Z/z o- _ o PROPERTY LINE \ / ,/ TEMPORARILY SLOPE $H13 \ d SH11 SH11 • EXISTING AT SHORING WALL CORNERS (SEE 4 _ cy PROFILE VIEW) I TEMPORARY CAP ^ o SH10 � II � h � \'\ WALER (SEE 6/SH14) 1 5 J LJ 6' -0" �®�. -O.. - 3 J 49 SH11 —1 3- 1 PROPOSED PARKING GARAGE F---1 r --I RAKER DEADMAN 14" SCH. 40S f �y I PROPERTY LINE 3' 0 ": 10" SCH. 405° I I (TYP., $EE —sl I f 5 o. I RAKER DEADMAN ( I a (TYP., SEE 1 51-114) SHORING DESIGN GROUP le� z 9 .5 F� —I 10 5 0 m zo = C 80503 Exp. L31_ 1 SCALE: 1" = 10' C 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129) (760)586 -8121 CHANCE NO. ofscRranDN APPR04fD DATE BENCHMARK ASBUILTAPPROVALS °RANK D ENGIN R/NGDMSIONAPPROVALS CITYOFENCINITAS- DEVELOPMENTSERV/CESDEPARTMENT DRAWING NO. 25' ERASS Da NMW01 mac -12 LS 7. 711" NV 7ff 10P NT. DATE PLANS PREPARED UNDER SIMERMON OF RECONM D: . GRAM PLAN FM OF any NOSE N HE 4YB E OF a caumro ffit N nff WRxs /� _� EL CAMINO REAL BUILDING RESO DA It Rae GIM 4LW )DAD PER RRS I M HM4W'lG SEW K WARD a VACANT PROPERTY 14039 -G ROY CEVA DON 142114 DA NM' NAW 84 RE1X1ffR R.C.E. N0.: 80507 APN.'157 -04046 �� I'I01 -311 19 NsxcTLw ENS Df WxR ExP• 3/31 /19 DA7E 18-02 ue SHEET 9 OF 16 PLOT DAIS 413/19 INISK 1 140.00' 130.00' 111111143 iaeErza 160.00' 150.00' 150.00' (E) GRADE (SLOPE) 140.00' 140.00' .H.. T 130.00' 130.00' RAKER STRUT (SEE 1 /SH7) 2" SOLDIER BEAM (SEE SCHEDULE) BOTTOM OF 12" 120.00' 120.00' BOTTOM OF EXCAVATION i - L EXCAVATION ---- 110.00, _T- - ---- - - T 110.00' 110.00' RAKER DEADMAN °D (SEE DETAIL 1 /SH9) t 24' -0" NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR VARIABLES °51 ", "S2 ", 2. PLACE TOP OF CONCRETE DEADMAN 12" BELOW BOTTOM OF PROPOSED FOUNDATION. 3. FIELD VERIFY ALL EXISTING B PROPOSED IMPROVEMENTS PRIOR TO SHORING INSTALLATION. SOLDIER BEAM CROSS SECTION ALONG NORTH PROPERTY LINE N.T.S. (E) 2H -1V SLOPE i NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR VARIABLES "Sl', 'i2 ", "S3 ", "H ", & "D ". 2. FIELD VERIFY ALL EXISTING R PROPOSED IMPROVEMENTS PRIOR TO SHORING INSTALLATION. SOLDIER BEAM CROSS SECTION ALONG EAST PROPERTY LINE i ABANDONED TION B ABANDONED _ETION 160.00' M11EQ41 140.00' 130.00' 120.00' 110.00' 140,00• 140.00' 150.00' 150.00 ... 12•-2" -+- 23' O.. RIGHT OF WAY 130.CO (E) GRADE (SLOPE) 130.00' 140.00' R (E) GRADE 140.00' CURB 3 -0 ___ �- __ -_�_ ____________- ______s__ "S1" 120.00' BOTTOM OF 00' 120.00' 130. 130.00' EXCAVATION - - d H ELI RAKER STRUT ••.1 (SEE 1 /SH7) "S2" 110.00' 110.00' 120.00' BOTTOM OF 120.00' EXCAVATION _ / iD" SOLDIER BEAM T 93P_ (SEE SCHEDULE) 24 110.00' .D. SOLDIER BEAM 110.00' (SEE SCHEDULE) RAKER 1/N (SEE DETAIL TAIL 1 /SH9) NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEEP SH15 FOR VARIABLES "51 ", "52 ", "H ", It °D ". 2. FIELD VERIFY ALL EXISTING Ft PROPOSED IMPROVEMENTS PRIOR TO SHORING INSTALLATION. 18' 0" 4 SOLDIER BEAM CROSS SECTION ALONG EL CAMINO REAL NOTES: 1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR VARIABLES "Si ", "S2 ", "H", B "D". 2. PLACE TOP OF CONCRETE DEADMAN 12" BELOW BOTTOM OF PROPOSED FOUNDATION. $H10 N.T.S. 3. FIELD VERIFY ALL EXISTING Et PROPOSED IMPROVEMENTS PRIOR TO SHORING INSTALLATION. SHORING DESIGN GROUP 3 SOLDIER BEAM CROSS SECTION ALONG SOUTH PROPERTY LINE SH10 N.T.S. QppFESS/q,- yy' C8 503 'z 3r E %P, /3 31/21 w Q' 7755 VIA FRANCESCO #1 SAN DIEGO, CA 921293 (760)586 -8121 fHaNL,T Na aESbmvnav nvvROVEn DA BENCHMARK AS- BUILTAPPROVALS B1` ENGIN RINGDIVISIONAPPROVALS CITY OFENCkVITAS- DEVEIOPMENT SERVICES DEPARTYENT ORAW/NGNO. 25" BRASS LVS( MAW O TW -2Z LS 7M-M PE RIB R- aRB Nosy M THE MW OF a cameo REAL OV THE nmmawAwR=AmrXwswMrL1 GARDEN lE1V'RRN PER RRS 1 &16 #VT. DAZE PLWS PREPARED UNDER F47EAN90N OF DATE: (OtOIIt R.C.E. NR : 8M Y RECON D: SEW M mwAa� '7 � l � I ck p 7 �l �Zo1/ CRAR'NG PLW FM EL CAMINOREU BUILDING VACANT PROPERTY APN:167 -M-16 MOM Pau r s ROY ELEVAHON. 142124 DANK: NATO BB . rNrxxrR rr Yvw� ENP. 1/7U18 DA1� DAE r� %AM4eW6 DAg ND i6-022 RPPoA SHEET 10 OF 16 war�rro ELI SAFETY CABLE RAILING, PER CAL -OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 5/SH14) (SEE CIVIL DRAWINGS) 42•' (MIN.) TIMBER LAGGING (SEE ELEVATION) "H" "D' LU --o{ Dshaft 1.5 SACK SLURRY SHAFT BACKFILL(T.O.W. TO B.O.W) 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) SOLDIER BEAM (SEE SCHEDULE FOR SIZE) NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR SOLDIER BEAM ATTRIBUTES. TEMPORARY CANTILEVERED SOLDIER BEAM (SB #40, 49, 54 -67) N.T.S. SOLDIER BEAM DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL 1.5- (MIN.) MATERIAL) Ii TIMBER LAGGING Y (SEE ELEVATION) OUTSIDE CORNER DETAIL SH11 N.T.S. SEE ELEVATION FOR SPACING SOLDIER BEAM FILL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE _ 1.5" (MIN.) `TIMBER LAGGING BEARING (SEE ELEVATIONS) SOLDIER BEAM PLAN DETAIL TIMBER LAGGING (SEE ELEVATION) FIUU]IgA q INSIDE CORNER DETAIL SH11 N.T.S. N.T.S. DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) DRILL SHAFT (SEE BEAM SOLDIER BEAM SECTIONS FOR BACKFILL MATERIAL) 1 �1-4x4x1/4 ANGLE IRON 1/y Vy l$IL V.6. _ TIMBER LAGGING 1.50 (MIN.) (SEE ELEVATIONS) BEARING ANGLE IRON CONNECTION (SB#17) SH11 N.T.S. DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 20d COMMON NAIL FOR LAGGING INSTALLATION (TYP., AS REQ'D) BOTH SIDES (TYPICAL) – 5' -6'• (MAX.) SOLDIER LOG CABIN CORNER DETAIL $H11 N.T.S. SEE ELEVATION 5• -6" (MAX.) A A v " ` 10.5x34 STRUT SUPPORT (2 TOTAL, SEE ELEVATION) SEE ELEVATION PROPOSED GARAGE WALL . 5x34 STRUT SUPPORT (2 TOTAL, SEE ELEVATION) Twrlo = I L6x4x3/8 ANGLE IRON (2 TOTAL, SEE ELEVATION) NOTES DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 1. TIMBER LAGGING NOT SHOWN FOR CLARITY. 2. PIPE STRUTS NOT SHOWN FOR CLARITY. 2. COPE WT MEMBERS AS REQ'D, TO FACILITATE CONSTRUCTION. 3. SEE ELEVATIONS FOR ANGLE IRON EXTENTS WT /ANGLE BRACE CONNECTION DETAIL N.I.S. -SIDES (TYP.) SHORING DESIGN GROUP ss 9 4� C 80503 z * Exp.. 3/31/21 i 3 7755 VIA FRANCESCO #1 SAN DIEGO, CA 921299 (760)586 -8121 CHANCE NO. OESlNPnOY APPRO£O DA 7E BENCHMARK ASBUILTAPPROVALS Dago RR PONEERNODWONAPPROVALS CITYOFENCI NITAS- DEVELOPNENTSERVICESDEPARTMENT DRAWINGNO. 25" WASS 0751( MARRED 'T NC -12 LS 7 311" M K IW M. 04 HANS PRECARM UNDER SUPERNSICN OF RECONMEN D: WAN a.W FM of am xosE av 0/E MORE E4 a C REAL N DE P� (�� EL CAMINO REAL BUILDING ?M LAND APPNDMUTE r )m Soun�ar a DATE E' Z L � mW� 4 VACANT PROPERTY 14039 -G ROY - GwaN &w ROM PER R.as ism PLN98VG RCE Na : 8w _ APN: 257- 040 -16 ELEVATOR 142114 DATUM.. NAI9 M �lKYFR �PN�— I `� f aKaFrw ENS OF KW �• 3/37/Ia >> PlAh%NC cASE xa 18-022 DR7Da SHEET 11 OF 16 aly PLOT DA 9-A v TIMBER LAGGING LOG CABIN CORNER — L3x3x1 /4 WITH 1 /2•'x3" LAG SCREWS 12" O.C. (BOTH LEGS) SOLDIER LOG CABIN CORNER DETAIL $H11 N.T.S. SEE ELEVATION 5• -6" (MAX.) A A v " ` 10.5x34 STRUT SUPPORT (2 TOTAL, SEE ELEVATION) SEE ELEVATION PROPOSED GARAGE WALL . 5x34 STRUT SUPPORT (2 TOTAL, SEE ELEVATION) Twrlo = I L6x4x3/8 ANGLE IRON (2 TOTAL, SEE ELEVATION) NOTES DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) 1. TIMBER LAGGING NOT SHOWN FOR CLARITY. 2. PIPE STRUTS NOT SHOWN FOR CLARITY. 2. COPE WT MEMBERS AS REQ'D, TO FACILITATE CONSTRUCTION. 3. SEE ELEVATIONS FOR ANGLE IRON EXTENTS WT /ANGLE BRACE CONNECTION DETAIL N.I.S. -SIDES (TYP.) SHORING DESIGN GROUP ss 9 4� C 80503 z * Exp.. 3/31/21 i 3 7755 VIA FRANCESCO #1 SAN DIEGO, CA 921299 (760)586 -8121 CHANCE NO. OESlNPnOY APPRO£O DA 7E BENCHMARK ASBUILTAPPROVALS Dago RR PONEERNODWONAPPROVALS CITYOFENCI NITAS- DEVELOPNENTSERVICESDEPARTMENT DRAWINGNO. 25" WASS 0751( MARRED 'T NC -12 LS 7 311" M K IW M. 04 HANS PRECARM UNDER SUPERNSICN OF RECONMEN D: WAN a.W FM of am xosE av 0/E MORE E4 a C REAL N DE P� (�� EL CAMINO REAL BUILDING ?M LAND APPNDMUTE r )m Soun�ar a DATE E' Z L � mW� 4 VACANT PROPERTY 14039 -G ROY - GwaN &w ROM PER R.as ism PLN98VG RCE Na : 8w _ APN: 257- 040 -16 ELEVATOR 142114 DATUM.. NAI9 M �lKYFR �PN�— I `� f aKaFrw ENS OF KW �• 3/37/Ia >> PlAh%NC cASE xa 18-022 DR7Da SHEET 11 OF 16 aly PLOT DA 9-A v SAFETY CABLE RAILING, PER CAL -OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 5 /SH14) "S1" "L 42- (MIN.) (VAKM Ott t;UVAl IUN) 1.5 SACK SLURRY SHAFT / BACKFILL (T.O.W. TO B.O.W) TIMBER LAGGING (SEE ELEVATION) '�� ANGLE S2" Ily - -{ UN-BONDED MMM i] LENGTH "S3" BOTTOM OF EXCAVATION I (B.O.W., SEE ELEVATION) Old Dshaft 1.5 SLICK SLURRY (L1,WONDED LENGTH) CENTRALIZER (TYP., 8' -0" O.C.) POST GROUT LINE (1 /2" SCH.40, WITH VALVES T -0" O.C.) 6" CEMENT GROUT ANCHOR WITH POST- GROUTING - �IU:W4�llq:[Hl: 1.5 SACK SLURRY (UNBONDED LENGTH) CENTRALIZER (TYP., 8' -0" O.C.) UN- BONDED LENGTH v"- FAILURE WEDGE (14 =30') BONDED LENGTH -1.5 SACK SLURRY SHAFT BACKFILL (B.O.W TO PILE TIP) POST GROUT LINE (1 /2" SCH.40, WITH VALVES T -0" O.C.) 6" CEMENT GROUT ANCHOR WITH POST - GROUTING DISENGAGE rt ABANDON TIEBACK IN SOLDIER BEAM PLACE (SEE TIEBACK PROCEDURES TYP., TOP (SEE SCHEDULE FOR SIZE) I IN SHORING NOTES) B BOTTOM NOTES: 1. FIELD VERIFY ALL EXISTING B PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM Ft TIEBACK SCHEDULE ON SHEET SH15 FOR "S1 ", "S2 ", "S3", "H ", " Dshaft" B "D". SOLDIER BEAM SECTION WITH ONE TO TWO LEVELS OF TIEBACKS N.T.S. 3 ANCHOR HEAD ASSEMBLY (PER MANUFACTURER) if I �-Eg� 1 I 8 "x8 "x BEARING PLATE I (PER MANUFACTURER) STEEL STRAP (AS REQ'D) FLANGE DOUBLER PL - 24" x Thick x Width (See table dimensions) -STEEL STRAP (AS READ, SEE DETAIL 3/51-112) TYp tM, 6" 0 V, SOLDIER BEAM FLANGE DOUBLER PL 24" x Thick x Width (See table dimensions) 6"± r TIEBACK STIFFENER PLATE Thick x Width (SEE TABLE) _TIEBACK ANCHOR (NOTCH FRONT FLANGE 3 ") �-4" MAX. OPENING TIEBACK STIFFENER PLATE Thick x Width (SEE TABLE) TIEBACK STIFFENER PL J SECTION Thick x Width (SEE TABLE) TIEBACK DE- TENSION B REMOVAL PROCEDURE _ SOLDIER BEAM (SEE SCHEDULE) TIEBACKS MAY BE DISENGAGED UPON WRITTEN APPROVAL FROM THE PROJECT'S STRUCTURAL It SHORING ENGINEER OF RECORD. 3.. WIRE STRANDS 1. ONCE AN ANCHOR HAS FULFILLED ITS DESIGN INTENT, RELEASE TENSION WITH A CONTROLLED APPLICATION OF HEAT TO THE PRE - STRESSING STEEL. 6- 24 2. REMOVE ANCHOR HEAD B CUT REMAINING PORTION OF TENDONS 1� PROTRUDING BEYOND THE EXPOSED FLANGE. J- 3. BUILDING WALL BLOCKOUT (AS REQUIRED) FOR DE- TENSIONING OF 3" TIEBACKS UPON COMPLETION OF PERMANENT STRUCTURE. SECTION A -A BEAM ANCHOR HEAD FLANGE DOUBLER PL - 6 "x8" TIMBER CUT 2,V x Thick x Width OUT FOR ASSEMBLY (See table dimensions) TIEBACK POCKET TABLE SOLDIER BEAM FLANGE WIDTH STIFFENER PLATES FLANGE DOUBLER WELD SIZE tw b 4 7" 5/8" x 3" 5/8" x 3" 5/16" T' <b45 9" 3/4 "x4" 3/4 "x4" 5/16" 9" <b411" 3/4 "x5" 3/4 "x5" 3/8" 11"<b 3/4 "x6" 3/4 "x6" 7/16" 2" CL OFFSET NOTES: 1. TIEBACK INSTALLATION SHALL BE IN ACCORDANCE WITH THE "SHORING INSTALLATION PROCEDURE FOR TIEDBACK BEAMS ". 2. THE SHORING CONTRACTOR SHALL PROVIDE ADDITIONAL TEMPORARY SUPPORT FOR STEEL SECTIONS, AS MAY BE REQUIRED DURING THE TEST LOADING OF ANCHORS. 3. TIEBACKS SHALL BE INSTALLED ON THE RIGHT SIDE OF ODD NUMBERED BEAMS B ON THE LEFT OF EVEN NUMBERED BEAMS (REVERSE LOCATION AT EACH ADDITIONAL LEVEL PER BEAM). TIMBER LAGGING -"� TIEBACK POCKET DETAIL (TYP.) 1/2 "x3 " STEEL STRAP (2 PER TIEBACK LEVEL) NOTES: 1. SEE DETAIL 2/SH12 FOR TIEBACK POCKET DETAILS. 2. SEE DETAIL 1 /SH12 FOR SOLDIER BEAM TIEBACK DETAILS. STEEL STRAPPING DETAIL (AS REQUIRED) N. [.Q. SOLDIER BEAM (SEE SCHEDULE) TIEBACK POCKET Et BEARING PLATE (SEE DETAIL 2/SH12, TYP.) 20d COMMON NAIL R INSTALLATION (Al PER T LAGGING NATION) 4 TIMBER LAGGING SUPPORT DETAIL (AS READ) SH12 N.T.S. SHORING DESIGN GROUP C 503 Exp. 3/31/21 * 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANCE NO. OESCRiPPON APPRO10 DATE BENCHMARK AS- BUILTAPPROVALS AF51w 8y.. I VRAM Br. ENG/N GDIVISIONAPPROVALS CIIYOFENCNVITAS "DEVELOPNENTSERVICESDEPARTMENT DRA*WAf0.. Air 1K ff 25" OUSS osr MAWIT 'Fxc -4 Ls 7M' A• n9' 7W avr. wrr Puxs PWAeEO LINDER SUPERWSON OF RECOMN I D: 6RAW RAN For OF am ALm N 7W WOLE OF a CAMNO MW N RE �� EL CAM/NOREAL BUILDING MW NO CA WW ROAD R tt 8416 r OF P OA E: 1 s x mwAV a VACANT PROPERTY 14O3J•r7 P. ffEv CA97f11 WW ROAD PER R.QS I8N6' R.vAwc RfWKR RCE. NO.: "7_ ),ICI 7 20( APN157-040.15 ELEVA710K 42114 DAIUAI NAW 88 xxrcrmo rwxxm rc rar EXP. 3/31/79 lml� dA111^ A r f newar. ria' un 1x-011 nRmA SHEET 11 OF 16 FLOT 0.47E M II tl - NOTES: 1. SEE DETAIL 2/SH12 FOR TIEBACK POCKET DETAILS. 2. SEE DETAIL 1 /SH12 FOR SOLDIER BEAM TIEBACK DETAILS. STEEL STRAPPING DETAIL (AS REQUIRED) N. [.Q. SOLDIER BEAM (SEE SCHEDULE) TIEBACK POCKET Et BEARING PLATE (SEE DETAIL 2/SH12, TYP.) 20d COMMON NAIL R INSTALLATION (Al PER T LAGGING NATION) 4 TIMBER LAGGING SUPPORT DETAIL (AS READ) SH12 N.T.S. SHORING DESIGN GROUP C 503 Exp. 3/31/21 * 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANCE NO. OESCRiPPON APPRO10 DATE BENCHMARK AS- BUILTAPPROVALS AF51w 8y.. I VRAM Br. ENG/N GDIVISIONAPPROVALS CIIYOFENCNVITAS "DEVELOPNENTSERVICESDEPARTMENT DRA*WAf0.. Air 1K ff 25" OUSS osr MAWIT 'Fxc -4 Ls 7M' A• n9' 7W avr. wrr Puxs PWAeEO LINDER SUPERWSON OF RECOMN I D: 6RAW RAN For OF am ALm N 7W WOLE OF a CAMNO MW N RE �� EL CAM/NOREAL BUILDING MW NO CA WW ROAD R tt 8416 r OF P OA E: 1 s x mwAV a VACANT PROPERTY 14O3J•r7 P. ffEv CA97f11 WW ROAD PER R.QS I8N6' R.vAwc RfWKR RCE. NO.: "7_ ),ICI 7 20( APN157-040.15 ELEVA710K 42114 DAIUAI NAW 88 xxrcrmo rwxxm rc rar EXP. 3/31/79 lml� dA111^ A r f newar. ria' un 1x-011 nRmA SHEET 11 OF 16 FLOT 0.47E M BOTTOM OF (B.O.W., SE SAFETY CABLE RAILING, PER CAL -OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 5 /SH14) "Si" "S2' SEE NOTE #3 .,H.. "S3' 'D" 42" (MIN.) EXISTING GRj (T.O.W., SEE SOLDIER BEAM, TYPICAL (SEE SCHEDULE FOR SIZE) TIMBER LAGGING (SEE ELEVATION) 1.5 SACK SLURRY SHAFT BACKFILL (T.O.W. TO TIP) CORNER PIPE STRUT - (SEE TABLE FOR SIZE) TOP & BOTTOM tw STRUT KNIFE PLATE ` (SEE TABLE FOR SIZE) L TEMPORARY WALER (SEE 4/SH13 FOR SIZE) 2- (M) r 711i1' ---- - - - - -- (THICI Dshaft NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. SEE SOLDIER BEAM Ft TIEBACK SCHEDULE ON SHEET SH11 FOR "51 ", 'S2", "S3 ", "H" B "D". 3. SEE DETAIL 3/SH13 FOR SOLDIER BEAMS #2 -3, 36 -39, 50 -53, 68 -69 PLATE CONNECTION. 4. SEE DETAIL 7 /SH11 FOR SOLDIER BEAM #1 WT CORNER BRACE CONNECTION. SOLDIER BEAM SECTION WITH TWO INTERNAL WALER BRACE (SB #1 -32 12 -17, 36 -39, 50 -532 68 -69) WALEF N.T.S. 1• :1 1 I I .) 3/M(TYP.) SCH.405 P IPE 1' (SEE PLAN FOR R SIZ E) YP,) L6x4x3/8 PLATE WIDTH TOP & BOTTOM 3/4" x 5" STIFFENER PLATES (BOTH SIDES, TYPICAL) WALER ASSEMBLY TABLE WALER TO WALER CONNECTION DETAIL N.1.6. TOP B BOTTOM tw STRUT KNIFE PLATE (SEE TABLE FOR SIZE) CORNER PIPE STRUT (SEE TABLE FOR SIZE) TEMPORARY WALER (SEE 4 /SH13 FOR SIZE) 3/8' TOP Et BOTTOM 1" x 5" STIFFENER PLATES STRUT ASSEMBLY TABLE PIPE STRUT. DIA. STIFFENER LENGTH "L" WALER PLATES WELD SIZE MEMBER (THICKx WIDTH) (THICK) W 18x97 3/4 "x 5" 3/8" WALER TO WALER CONNECTION DETAIL N.1.6. TOP B BOTTOM tw STRUT KNIFE PLATE (SEE TABLE FOR SIZE) CORNER PIPE STRUT (SEE TABLE FOR SIZE) TEMPORARY WALER (SEE 4 /SH13 FOR SIZE) 3/8' TOP Et BOTTOM 1" x 5" STIFFENER PLATES STRUT ASSEMBLY TABLE PIPE STRUT. DIA. KNIFE PLATE (THICK x' LENGTH "L" WELD SIZE (tw) 18 "SCH. 40S 1 "x22" 22" 5/16' WALER TO STRUT CONNECTION DETAIL N.T.S. 3 SIDES (3YP.) BELOW) BOTH SIDES OF STAND OFF WEB TEMPORARY WALER - (SEE 4/SH13) STANDOFF — (TO MATCH WALER SIZE) BOTH SIDES OF STAND OFF WEB 16" MAX. TIMBER LAGGING (SEE ELEVATION FOR SIZE) DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) WALER CONNECTION DETAIL N.T.S. 3 SIDES V (TYP.) 1/4 NOTES: 1. SEE PROFILE VIEW ON SHEETS SH6 -SH9 FOR ANGLE IRON EXTENTS. 2. SEE PLAN VIEWS ON SHEETS SH6 -SH9 FOR STANDARD WALL PIPE SIZES. SHORING DESIGN GROUP CORNER BRACE PLATE CONNECTION (SB#2 -3, 36 -392 50 -532 68 -69) S SH13 N.T.S. 41w N !� C 80503 z * Exp. 3/31/21 C 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANCE NO. DESMP77ON APPROO DAZE BENCHMARK AS- BUILTAPPROVALS DRAW" Br I QfQ0 ft. ENGIN RNGDMS/ONAPPROVALS CITYOFENCMAS• DEVELOPMENTSEROCESDEPARTMENT DRAW/NGNO. 25" MZ M MARO TNC -22 LS /,rzz' by THE WP W. DAT PANS PREPARM Wow MPMW -q w or RECOMN A � WADM; RAN FM DP CM NOSE N 7W a a CARD REAL N NE laws EL CAMINO REAL BUILDING NW &WAwRDauararnaSOYROkY6 DATE :b�Y li S)ELE EDWUmd VACANTPROPERTY MOM ROY CMYKN NEW ROAD PER R.aS 18416 PLANIWIG R.C.E. NQ : H050J APN:157-040.16 RENENFR 7-I -19 �It f9 acvanae tazlza PAWN: NawRe �„�, 1AVWara ,. Ev, J/31/79 DATE I PIAMVdVCGffAN 18- 071ORPoA SHEET 13 OF 16 STRUT ASSEMBLY TABLE PIPE STRUT SIZE (STD WALL) BEARING PLATE (THICK x L x B) DEADMNAN DEPTH 8" SCH. 40S 1" x 14" x 14" 5' -(r 10" SCH. 40S In x 16" x 16" T -0' 14" SCH. 40S In x 20" x 20" 6-0" 16" SCH. 40S In x 22" x 22" In x 20" x 20" 3" (TYP.) 3" (TYP.) "L" I mss% I� RAKER STRUT PIPE �� (SEE TABLE ABOVE) BEARING PLATE PLAN VIEW RAKER / DEADMAN - BEARING PLATE (SEE STRUT TABLE) DEPTH (SEE TABLE) WIDTH (SEE PLAN) SAFETY CABLE RAILING, PER CAL -OHSA REQUIREMENTS (TYP., AROUND ENTIRE SHORED PERIMETER, SEE 5/SH14) TEMPORARY 1 -1 (MAX.) BERM - FOR PIPE STRUT INSTALLATION RAKER PIPE STRUT (SEE STRUT TABLE) 5' -0" — i / „H., i Sr NOTCH /TRENCH RAKER WITHIN TEMPORARY BERM 40't I_ BOTTOM OF SHORE WALL (B.O.W., SEE ELEVATdON) RAKER DEADMAN (TYP.) 2,50OPSI CONCRETE "D" 42" (MIN.) (SEE DETAIL 2 /SH9) TIMBER LAGGING (SEE ELEVATION) —ond Dshaft I�- NOTES: 1. FIELD VERIFY ALL EXISTING 8 PROPOSED STRUCTURES PRIOR TO SHORING INSTALLATION. 2. TOP OF CONCRETE DEADMAN FOOTING SHALL BE ONE FOOT BELOW BOTTOM OF NEAREST PROPOSED FOUNDATION. 3. SEE SOLDIER BEAM SCHEDULE ON SHEET SH15 FOR "S1 ", -Sri "H" a "D ". 4. TEMPORARY BENCH WIDTH MAY BE REDUCED TO 3' -0" ALONG SOLDIER BEAMS #41 -48. INTERNALLY RAKER BRACED DETAIL (SB#4 -11, N. 1.Q. TOP Q BOTTOM SOLDIER BEAM (SEE 3/8 SCHEDULE FOR SIZE) I I 3/4" THICK II BEARING PLATE I I F TYPICAL SOLDIER BEAM (SEE SCHEDULE FOR SIZE) 1.5 SACK SLURRY SHAFT BACKFILL (T.O.W. TO B.O.W.) 2,500 PSI CONCRETE SHAFT BACKFILL (B.O.W TO PILE TIP) WIDE FLANGE BEAM WALER /PIPE ASSEMBLY TABLE PIPE STRUT RAKER WALER KNIFE PLATE STIFFENER PLATE SIZE (STD WALL) MEMBER (THICK x LENGTH "L" (THICK x WIDTH) MATCH WALER SIZE) Y/ A WIDTH) 16" SCH. 40S W21xl01 In x 20" x 20" 3/4" x 6" 14" SCH. 405 W18x86 1" x 18" x 18" 3/4" x 5" 3 SIDES, TYP. TOP B BOTTOM 5116" RAKER KNIFE PLATE, TYP. —� (THICK x LENGTH "L" x WIDTH RAKER STRUT PIPE — (SEE DETAIL 1 /SH14) RAKER PIPE STRUT (SEE STRUT TABLE) BOTH SIDES in L2x2x3 /8 ANGLE IRON ATOP - EACH SOLDIER BEAM MEMBER Zr 44" X16" — RAKER 2" WALER & STIFF PLATES RAKER WALER CONNECTION DETAIL SOLDIER BEAM (SEE SCHEDULE FOR SIZE) STAND -OFF FIELD CUT TO RAKER ANGLE (TYP., C�o MATCH WALER SIZE) Y/ 55/1 \BOTH SIDES DRILL SHAFT (SEE BEAM SECTIONS FOR BACKFILL MATERIAL) SOLDIER BEAM, TYP. (SEE SCHEDULE) ..,,._ II .... I.,.�LER 0 1 CAP WALER DETAIL (SB #39 -41, 48 -50) SH14 N.T.S. BOTH SIDES SIX 3/8 -inch 0 WIRE ROPE ' I ALONG ENTIRE SHORING 21" RAKER STRUT PIPE PERIMETER (TYP.) (SEE PLAN FOR SIZE ACCESS HOLE F.P.(TYP) 5/16 (AS REQUIRED) 1"MIN. I TYPICAL � 114" F.P. SOLDIER BEAM, TYP. 45' (SEE SCHEDULE) DRILL SHAFT (SEE BEAM NOTE: FILED LOCATE ALL PROPOSED COLUMNS 6: FOOTINGS SECTIONS FOR BACKFILL SHORING DESIGN GROUP PRIOR TO STRUT INSTALLATION. MATERIAL) 55 3 RAKER PLATE CONNECTION (SB#41 -48) 4 BEAM SPLICE DETAIL (AS READ) _ 51 CAL -OSHA GUARDRAIL DETAIL . SH14 N.T.S. SH14 N.T.S. SH14 N.T.S. y E80503 = * Exp. 3/31/21 C �Q' 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 CHANCE NO. DESYWIPAON APPROWT DATE BENCHMARK AS-BUILTAPPROVALS DOM 8r I DNA "N ENG EER/NGDMSIONAPPROVALS CITYOFENCINI TAS- DEVELOPMENTSERMESDEPARTMENT DRAWN0. 25" WAS DU YARNED 'FNC -22 LS 7Mx IN RE TOP WT. DAZE PLANS PREPARED MEN WPERNSION OF RECDN D.' � WADNO PLAN FO. CF aWS NUT N T WDLE OF EL CAMW AAL M NE EL CAMINOREAL BUILDING 1 T1�aWATPRaawTDYma53VNXYOF P CYq DATE: �m VACANTPROPERTY 14039 -G ROY GAw wEv RAN PER ROS 18416 PUMWYG -1 `\ SIE4£ EDWARD IWI V RCCNU: W50T —W � G APN.'1574*16 ELEUARDN 142114 DANM: NAN i0 Rf'WAR / - ( "I l 7 /M I 'zo 1% aty x!mFrw 6VCM� T MURK ENP 3131118 TDAF VAIL r PLAIYYIC CASE Na 18 -071 OR/84 SHEET 14.01 16 PLOT DATE 4131 aM9 GENERAL NOTES 1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL - OSHA). 3. HEAVY LOADS SUCH AS CRANES OR CONCRETE TRUCKS IS PROHIBITED WITHIN 10 FEET OF THE TOP OF EXCAVATION EXCEPT WHERE THE SHORING DESIGN PROVIDES FOR THE PROPOSED STRUCTURE. 4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WITHIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LIFE OF ONE (1) YEAR. AT THE END OF THE CONSTRUCTION PERIOD, THE EXISTING OR NEW STRUCTURES SHALL NOT RELY ON THE TEMPORARY SHORING FOR SUPPORT IN ANYWAY. 5. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE COMMENCING ANY EXCAVATION. 6. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION SERVICES, TESTING & NOTIFICATIONS. 8. ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE OWNER OR GENERAL CONTRACTOR. 9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 10. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, AS PROVIDED. ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY VARIATIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK. 11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITIES AND STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 12. THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE OR EXISTING IMPROVEMENTS PRIOR TO INSTALLATION. 13. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SURFACE WATER FROM ENTERING THE EXCAVATION OVER THE TOP OF SHORING BULKHEAD. 14. INSTALLATION OF SHORING AND EXCAVATION SHALL BE PERFORMED UNDER CONTINUOUS OBSERVATION AND APPROVAL OF THE GEUMCHNICAL ENGINEER AND AUTHORITY HAVING JURISDICTION. 15. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 16. IT SHALL BE THE GENERAL CONFRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, TO VERIFY CONDITIONS AT THE JOB SITE AND TO CROSS -CHECK DETAILS AND DIMENSIONS WITHIN THE SHORING PLANS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. 17. REFER TO CIVIL SHEETS FOR ALL CURB, DRAINAGE & LOT LEGAL DESCRIPTIONS. GENERAL SHORING INSTALLATION PROCEDURE 1. FIELD SURVEY DRILL HOLES & SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS It DATA SHOWN OR AS APPROVED BY THE SHOWING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE EMBEDMENT DEPTH AND DIAMETERS SHOWN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. 3. INSTALL SOLDIER BEANS ACCORDING TO THE DETAILS & SPECIFICATIONS SHOWN IN PLAN. IF NECESSARY, CASING OR OTHER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE. 4. START EXCAVATION AFTER SHAFT BACKFILL HAS CURED FOR A MINIMUM OF (3) THREE DAYS. FOR CANTILEVERED SOLDIER PILES: 5. INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN T -0" OR AS OTHERWISE AUTHORIZED BY THE GEOTECHNICAL ENGINEER. 6. BACKFILL ALL VOIDS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCRETE AS SPECIFIED IN THE DETAILS HEREIN. 7. REPEAT STEPS 5 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED. FOR TIED -BACK SOLDIER PILES: 8. COMPLEM STEPS 1.6 ABOVE UNTIL LAGGED EXCAVATION HAS REACHED A MAXIMUM DEPTH TWO (2) FEET BELOW THE TIEBACK ELEVATION. NOTE: THE GENERAL CONTRACTOR SHALL GRADE SAFE DRILLING BENCHES TO ACCOMMODATE TIEBACK INSTALLATION. 9. DRILL TIEBACK ANCHOR HOLES TO THE DEPTHS AND DIAMETERS INDICATED OR AS AUTHORIZED BY SHORING ENGINEER OF RECORD. IF CAVING OCCURS, CASING OR OTHER DRILLING METHODS MAY BE USED AS APPROVED BY THE ENGINEER OF RECORD. 10. INSERT TIEBACKS INTO THE DRILLED SHAFT ACCORDING TO THE DETAILS AND SPECIFICATIONS HEREIN. TIEBACK ANCHORS SHALL BE CENTRALIZED WITHIN THE DRILL SHAFT AND SHEATHED ALONG THE UN- BONDED LENGTH (TO PREVENT ADHESION IN THE ACTIVE /FREE STRESSING LENGTH). 11. BACKFILL (TREMIE) THE ANCHOR LENGTH WITH STRUCTURAL GROUT OR CONCRETE MIX ACCORDING TO THE SPECIFICATIONS AND DETAILS HEREIN. 12. AFTER THE PRIMARY SET, PERFORM PRESSURE (POST) GROUTING ALONG THE ANCHOR BOND LENGTH THROUGH THE ATTACHED POST -GROUT TUBES AND VALVES. 13. FRACTURE THE PRIMARY SET WITH WATER AND RE -GROUT UNTIL CONFINEMENT PRESSURES REACH A MINIMUM VALUE OF 30OPSI. THREE POST -GROUT OPERATION MAXIMUM MAY BE PERFORMED PER TIEBACK AS NECESSARY. 14. CURE TIEBACK ANCHOR GROUT FOR A MINIMUM OF THREE (3) DAYS TO A MINIMUM COMPRESSIVE STRENGTH OF 1800PSI. 15. TEST ALL TIEBACKS ACCORDING TO THE PROVISIONS OUTLINED IN TIEBACK ANCHOR TESTING" AS DESCRIBED HEREIN. 16. CONTINUE EXCAVATION /LAGGING LIFTS AFTER SUCCESSFULLY TESTING ALL TIEBACK ANCHORS UNTIL BOTTOM OF EXCAVATION IS REACHED. FOR INTERNALLY BRACED SOLDIER PILES: 17. COMPLETE STEPS 1 -6 ABOVE UNTIL LAGGED EXCAVATION HAS REACHED A MAXIMUM DEPTH TWO (2) FEET BELOW THE BRACE ELEVATION. 18. INSTALL CORNER STRUTS ACCORDING TO THE SPECIFICATIONS & DETAILS HEREIN. 19. FOR RAKER BRACED PILES, TEMPORARILY GRADE SOIL BERM TO THE PROPOSED DEADMAN LOCATION. INSTALL PIPE STRUTS It DEARMAN ACCORDING DETAILS & ALLOW CONCRETE TO CURE UP TO SPECIFIED STRENGTH. 20. CONTINUE EXCAVATION /LAGGING OFFS ONCE PIPE STRUTS, MADMAN @ WALERS ARE FULLY INSTALLED. CHANGE NO. DES'IMPNOV APP OG DA BENCHMARK 25° MISS "MARKED 'ENV -12 LS 73e M )1ff MP OF ON NUT AV Rt WDLE OF LL OW act N X R81D GM AMAM)ELY 7W RNIffl LY 0' G4aLr,Y w# Raw PER RQS /8416 ELEVAMV: 142.124 DA7UM: NAI988 MATERIAL SPECIFICATIONS STRUCTURAL STEEL I. STRUCTURAL STEEL (WIDE FLANGES) SHALL CONFORM TO THE REQUIREMENTS ASTM A -572 OR ASTM A -992 (GRADE 50). 2. MISCELLANEOUS STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A -36, ASTM A -572 (GRADE 50) OR ASTM A -992. 3. TRENCH PLATES (LAGGING) SHALL CONFORM TO THE REQUIREMENTS FO ASTM A -36. 4. PIPE STRUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A53 GRADE B (35KSU 5. ANCHOR TENDONS SHALL BE EITHER OF THE FOLLOWING ITEMS: A. WIRE STRANDS: 7 -WIRE STRANDS z 0.6" DIA. WITH A MINIMUM ULTIMATE STRENGTH OF 27OKSI (58.6 -KIPS /STRAND) SATISFYING THE MECHANICAL PROPERTIES OF ASTM A416. B. THREAD BARS: SATISFYING THE MECHANICAL PROPERTIES OF ASTM A722 WITH A MINIMUM ULTIMATE STRENGTH OF 150K51. STRUCTURAL & LEAN CONCRETE A. STRUCTURAL CONCRETE (DRILL SHAFT B DEADMAN): 1. STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500PSI AT 28 -DAYS. 2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2016 CBC 1905.3 TO MEET THE FOLLOWING: A. MAXIMUM 1 -INCH HARDROCK CONCRETE CONFORMING TO ASTM C -33. B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM CA 50. C. SLUMP FOR WET 6" -8- & 4" -6' MY HOLES. B. LEAN CONCRETE (SLURRY) 1. LEAN SAND SLURRY MIX SHALL CONTAIN A MINIMUM OF 1.5 SACK TYPE II CEMENT PER CUBIC YARD. 1. NEAT PORTLAND CEMENT WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,ODOPSI AT 28 -DAYS. ADMIXTURES TO CONTROL SHRINKAGE, BLEED, IMPROVE FLOW, REDUCE WATER CONTENT, ETC... SHALL BE COMPATIBLE WITH GROUT & MIXED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. AT THE SHORING CONTRACTORS REQUEST, A 3,000P51 CONCRETE AT 28 -DAYS MAY BE UTILIZED IN LIEU OF GROUT. 2. CONCRETE PROPORTIONS SHALL BE SELECTED BY A REGISTERED CIVIL ENGINEER WITH EXPERIENCE IN CONCRETE MIX DESIGN AND SHALL BE DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF ACI.318, SECTION 5.2. ALL MIX DESIGNS SHALL BE IDENTIFIED BYAMIX IDENTIFICATION NUMBER. TIMBER 1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO. 2 OR BETTER. 2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 USE CATEGORY 44 FOR PERMANENT ABANDONMENT UPON COMPLETION OF WORK. WELDING 1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E7OXX ELECTRODES OR CONTIUOUS WIRE FEED. 2. SPECIAL INSPECTION IS REQUIRED FOR ALL MELD WELDING. TIEBACK ANCHOR TESTING NOTES 1. THE GEOTECHNICAL ENGINEER SHALL KEEP A RECORD OF ALL TEST LOADS AND TOTAL ANCHOR MOVEMENT, AND REPORT THEIR ACCURACY. 2. IF A TIEBACK ANCHOR FAILS THE TESTING REQUIREMENTS, THE ANCHOR SHALL BE PERMITTED TO BE RE- GROUTED AND RE- TESTED. IF AN ANCHOR CONTINUES TO FAIL, THE FOLLOWING STEPS SHALL BE TAKEN: A. THE CONTRACTOR SHALL DETERMINE THE CAUSE OF FAILURE - VARIATIONS OF THE SOIL CONDITIONS, INSTALLATION METHODS, MATERIALS, ETC. B. CONTRACTOR SHALL PROPOSE A SOLUTION TO REMEDY THE PROBLEM. THE PROPOSED SOLUTION WILL BE REVIEWED AND APPROVED BY THE SHORING AND SOILS ENGINEER OF RECORD. 3. PERFORMANCE TEST 10% OF ANCHORS BY LOADING IN 25% INCREMENTS IN ACCORDANCE WITH PTI GUIDELINES. 4. PROOF TEST ALL REMAINING ANCHORS INCREMENTALLY IN 25% IN ACCORDANCE WITH PTI GUIDELINES. 5. EXTENDED CREEP TESTS SHALL BE PERFORMED ON A MINIMUM OF TWO (2) ANCHORS FOR SOILS WITH PLASTICITY INDEX GREATER THAN 20 (PI =20). 6. TIEBACK ANCHOR ACCEPTANCE SHALL BE CONDUCTED ACCORDING TO LATEST EDITION OF THE PTI. 7. HYDRAULIC JACKS USED FOR TIEBACK TESTING SHALL BE CALIBRATED WITHIN 1 -YEAR OF ITS USE & CERTIFIED BY LICENSED CIVIL OR STRUCTURAL ENGINEER. STATEMENT OF SPECIAL INSPECTIONS VERIFICATION AND INSPECTION CONTINOUS PERIODIC CBC REFERENCE 1. Verify use of required design mix LOCATIONS X 1904.2 2. Inspection of concrete placement for EXCAVATION <H MONTHLY PER PLAN proper application techniques. X 3. Material verification of structural Heel a. For structural steel, identification X 1705'2'1 markings to conform W AISC 360. 4. Inspection of welding 1705.2.2 a. Multipass fillet welds X 5. Material identification of timber a. Identification of preservative X VERIFICATION AND INSPECTION ITEMS (OTHER) 7. Verify & record tieback testing and Lock off Loads at each anchor. X 6. Observe drilling operations and maintain complete and accurate X records for each element. 7. Verify placement locations and pWmbness, confine element diameters, Lengths, embedment into X bedrock (if applicable). Record concrete and gout values. 8. Verify excavations are extended to the proper depth. X 51 97I OTIN00 1. MONITORING SHALL BE ESTABL15HED AT THE TOP OF SOLDIER BEAMS , ONE (1) FOOT BELOW ANCHOR HEADS (OR BRACING), It AT A DISTANCE OF "H /2" DIRECTLY BEHIND THE SOLDIER BEAM, ACCORDING TO THE MONITORING SCHEDULE SPECIFIED. 2. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY INCLUDING PHOTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS. 3. MAXIMUM THEORETICAL SOLDIER BEAM DEFLECTION 15 1 -INCH. IF THE TOTAL CUMULATIVE HORIZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER ACTIONS (AS NECESSARY). .4 �es;eafna��o;2rnaA��!aAtnriaN� EN LINE�RINGDIVISIONAPPROVALS_ M3 i� I__ _- •r r r,r 'ilfbt/fx!•aa:�r1.N �1•.3fi1lT�� a.,u.ur, 0 _rb. MONITORING SCHEDULE FREQUENCY LOCATIONS SHORING PROGRESS WEEKLY PER PLAN EXCAVATION <H MONTHLY PER PLAN EXCAVATION = H MONITORING POINTS SHALL BE LOCATED AT PILE TOPS, ONE FOOT BELOW TIEBACK ANCHOR HEAD (OR BRACING), & AT A DISTANCE OF H/2 DIRECTLY BEHIND SHORING BULKHEAD- NO GREATER THAN 40 -0- O.C. �1 80503 N �7 C 2 EXp, / 1/ 1 CITYOFENCkVITAS- DEVELOPMENT SERWCESDEPARTMENT EL CAMINOREAL BUILLING VACANTPROPERU APN.•257 -MiS SHORING DESIGN GROUP 4 9 la 7755 VIA FRANCESCO #1 SAN DIEGO, CA 92129, (760)586 -8121 I DRAWINGNO. 14039 -G