HomeMy WebLinkAboutDWG 496-2A; CT 14-08; WESTIN HOTEL AND TIMESHARE; 01-30GfADINC NO!ES
(IN AOO!nON TO !HE REOUIROIENTS or CHAPTER /5 /6 OF !HE CARI.SBA0 AIUNIC/PAL COO£)
f lHIS PLAN SIIPERSEOES ALL 0!HER Pf_ANS PRE>fO/JSl. Y APPR0W0 BY !HE CITY OF
CARLSBAD RE6:4Rll'NC Cl?AOINC SH0IIN ON !HIS SET OF PLANS
2 APPROVAL OF lHIS PLAN 0fFS NOT LESSEN OR WA/1'f: ANY PORnON OF !HE CARI.SBAD
AI/JNIC/PAL Cl'.U; RESOt.UnON OF CONO!nONAL APPROVAL, CITY STAN0AR0S OR 0!HER
AOO!nONAL OOC/JAIENTS L/S!F0 HEREON AS !HEY AIAY PERTAIN TO !HIS PRo.ECT. !HE
ENC/NEER IN RESPONSIBLE CHARCE SHALL RE>fSE !HES£ PLANS MIEN
NON-CONFORVANlr IS OISC01'f:REO.
J. CITY APPROVAL OF Pl.ANS OfFS NOT REL!EW !HE 0£1£1.0PER OR ENC/NEER-if-MWK
FRCMI RESPONS/811./TY FOR !HE CORRECnON OF ERRORS ANO lll/lS90NS 0/SCOWRE0
0/JRINC CONSTl?fJCnON. ALL Pf_AN RE>fSIONS SHALL BE PRC#/Pll. Y SIJBAIIT!F0 TO THE
CITY ENC/NEER FOR APPROVAL.
4 A RICHT-{F-WAY PERA/IT FROAI !HE CITY ENC/NEER l#fl.L BE REO/JIREO FOR ANY Ht:wK
IN !HE PUBLIC RICHT or WAY PRIC!'i' TO PERJIIT !SSIIANCE, A CERnRCA 1F rF
INS/JRANlr AS /Eli AS AOOl110NAL INSIIREO ENOCWSEAIENT A/UST BE RLEO NAAIINC !HE
CITY OF CARl.SBA0 AS AN AOO!nONAL INS/JRE0 ON THE PERJIIT!FE's Pa.ICY IN THE
Al/NIAi/JAi AAIOIJNT OF /!,000,000.00 FOR EACH OCC/JRRENlr OF LIABH.ITY !HE
INSURANCE COAIPANY llli'lnNC THFPCUCY A/UST HAl£A RAnNc « 'A • QI' BETTER
ANO A SIZE CA !FCCWY ff CLASS if! QI' BfTllR AS ESTAB(.ISHE0 BY i9ESJS. KEY
RAnNC C(JIOE
5 UNLESS EXEAIP!FO BY SECnON J0l(b)5 OF THE UNIFORM' 8//ILOINC c,:u; RETAIN/NC
WALLS 0/JTSI0E OF PUBLIC RICHT OF WAY RE()IJIRE SEPARA 1F PERAi/TS FRC#I !HE
B/JH.OINC OEPAR !VENT.
6 NO Ht:wK SHALL BE CC#IAIENCE0 UN nL ALL PERAi/ TS HA 1'f: BEEN OB TAINE0 FROAI !HE
Cl TY ANO 0 !HER APPRQDRIA 1F A CENCI ES
7 APPROVAL rF THESE Pl.ANS BY THE CITY ENC/NEER 0fFS NOT AIJ!HORIZE ANY Ht:wK OR
CRAOINC TO BE PERFORAIE0 UNnL !HE PROPERTY 0/INER's PERAI/SS/ON HAS BEEN
OBTAINED ANO A VAL/0 CRAOINC PERA/IT HAS BEEN ISS/JEO.
8. NO RE/IISIONS llfl.L BE AIAOE TO !HES£ PLANS 1/f!HO/JT !HE llfi'ITTFN APPROVAL OF !HE
CITY ENC/NEER. N0!F0 1/f!HIN THE RE>fSION BLOCK, ON THE APPROPRIA!F SHEET OF
THE PLANS ANO !HE nn.E SHEET.
9. ORICINAL ORAl/fNCS SHA/.L BECC#IE !HE PROPERTY OF !HE CITY UPON BE/NC SICNE0 BY
THE Cl TY ENC/NEER.
10 !HE ORICINAL ORAi/iNC SHALL BE RE>fSE0 TO RfflECT AS-BUILT CONOlnONS BY !HE
ENCINEER-OF-1/Q?K PRIOR TO RNAL ACCEPTANlr OF !HE Ht:wK BY !HE CITY
I/ ACCESS FOR RRE ANO OTHER ENERCENCY 1'f:H/CLES SHALL BE AIA/NTAINE0 TO !HE
PRO.ECT Sl!F AT Ali nA/ES 0/JRINC CONSTl?fJCnON.
/2 MIERE !RENCHES ARE 1/f!HIN CITY EASEAIENTS, A SC!'LS REPORT COAIPRISE0 CF.· (A)
SIIAIAIARY SHEET, (B) LABORATORY Ht:wK SHEETS ANO (C) COl,/PACnON C/JR1'f:S, SHALL
BE S/J/JAIITTlll BY A PROFESSIONAL ENC/NEER OF !HE STATE OF CALIFORNIA,
PRINCIPA/.L Y OOINC BUSINESS IN !HE RELO. OF APP!.IE0 SC!'LS AIECHANICS: !HE SC!'LS
REPORT l#fl.L BE SIJBAI/TTF0 TO !HE CITY ENC/NEER/NC INSPECTOR 1/f!H!N TII() Ht:wKINC
O.A rs rF !HE COl,fPtinON rF RELO. !FSTS:
/J. A SC!'LS COAIPACnON REPORT ANO COAIPllANlr WRIRCAn& RECAROINC AlJHERENlr TO
RECOAIAIENO.AllONS 0/Jll.!NEO. IN !HE SC!'LS REPORT IS RE()IJ/REO. PRIOR TO !HE
ISSUANCE OF A 8/JILOINC PERJIIT. ALL C&ll?OI.LE0 CRAOINC SHALL BE OONE /JN0ER !HE
IJIRECnON rF A PROFESSIONAL ENC/NEER OF THE STA!F OF CALIFORNIA PRINCIPA/.L Y
OOINC 8//SINESS IN !HE RELO. OF APP!.!ElJ SC!'LS AIECHANICS: ALL RLL OR F/11//RE RLL
AREAS SHALL BE CONSTl?fJC1FIJ IN ACCC!'i'O.ANCE 1/f!H !HE CITY OF CARLSBAD.
STANO.AH!) SPEC/RCAnONS ANO !HE TAR!HHt:wK SPEC/RCA110NS. ATTACHED. TO !HE
PRELIAIINARY SOII.S INWSllCAllON. 0.AILY REl.O. COAIPACnON REPORTS 1/fLL BE
SI/BAIi T!FO. TO THE PRo.EC T /NSPEC TOR.
II. A PRE CONS!RI/CnON 1,/EEnNC SHALL BE HELO AT TH£ Sl!E PRIO'i' m !Hf BECINNINC
lf II®'. ANO SHALL BE ATTFN()EO BY ALL REPRESENTA llifS RESPCW51BL£ FOi'
CONS1R/JC11CW. INffCllCW. ,5VP£1'>f,57QI( lFSllNC ANO ALL O!HER ASPECTS lf !HE
./!&K !HE CON!RACTOR SHALL RE()IJEST A PREC&Sll?fJCnON AIEEnNC BY CAI.LINC !HE
INSPECn& l/NE AT (760) /J8-J89/ AT LEAST R1'f:(5) 1/Q?KINC O.Ars PRIOR TO
STARTINC C&Sll?fJCnON. !HE CON!RACTOR 1/fLL THEN BE CONTAC1FIJ BY !HE PRCIECT
INSPEC TC!'i' TO COOROINA 1F A 0.A IF ANO 7lAIE FOR !HE PRE CONS ll?/JC nON AIEEnNC.
APPROl£lJ ORAIIINCS A/UST BE AVAILABLE PRIC!'i' TO SCHEWLINC. !HE CRAOINC PERA/IT
llflL BE PR0/110£0. BY !HE PRO.ECT INSPECTOR AT !HE AIEEnNC
/5 ALL INSPECn& REWESTS 0!HER !HAN FC!'i' PRE-CONSTl?fJCnON AIEEnNC l#fl.L BE
AIAOE BY CALL/NC !HE ENC/NEER/NC 21-HO/JR INSPECnON RE()IJEST LINE AT (760)
IJ8-J89/ /NSPEC110N REOIJEST A/UST BE RECEIWO. PRIOR TO 2·00 PAI. ON !HE 0AY
BEFORE !HE INSPEC nON IS NEEDED. IN SPEC nONS 1/fLL BE A/AO£ THE NEXT Ht:wK 0A y
UNLESS YO/I REWEST 0!HERl/fSE. RE()IJESTS AIAOE AF!FR 2· 00 PAI. 1/fLL BE
SCHEO./JII0 FOR TIIO Fl/LL Ht:wK 0.A rs LA !FR.
16. ALL INffCllOV REOIJESJS OlHER !HAN FCW THE PRE-CONS1RI/Cncw AIEFnNc llfLL BE
AIAOE BY CALL/NC THE ENC/NEER/NC 21-HO//R INSPECllOV REOIJEST LINE AT {750/
I.JB-J89!. INSP[CllOV REOIJEST JI/JST BE RECEMIJ PR!@' m 2. 00 PAI.. ON TH£ 0A Y
BEF(J'i'f THE INSP[CnCW IS NEEOEO. IN SPEC nONS 1/fLL BE MAO£ !HE NE.<' T Ht:wK 0A Y
/JMESS YO/I RE()IJEST 0THERllfSE. RE()IJESTS AIAOE AFTER 2·00 PAI. 1/fLL BE
SCHEfJ/JLE0 FOR TIIO Fl/LL Ht:wK O.A rs LA !FR.
17 !HE CON!RACTC!'i' SHALL CONFC!'i'AI TO LABOR Ca?£ SEC110N 6705 BY SIIBAIIT11NC A
OETAIL Pt.AN TO !HE CITY ENC/NEER ANO/OR C&lrRNEO. ACENCY SH0IIINC !HE /J£SICN
rF SHOR/NC, BRACING SI.OP/NC OR 0!HER PR0/IISl&S TO BE AIAOE rF Ht:wKER
PR0!FCn& FRCMI !HE HAZARD. rF CA/IINC CROI.IN0 fJ/JRINC !HE tXCAVAnON rF SI/CH
!RENCH OR !RENCHES OR WR/NC !HE PIPE INSTALLAn& !HEREIN. !HIS PLAN MUST BE
PREPARED. FOR ALL ll?ENCHES RW FEET (5) OR A/ORE IN OEP!H ANO APPR0W0 BY
!HE CITY ENC/NEER ANO/OR C&CERN£1) ACENCY PRIOR TO EXCAVAnON. IF !HE PLAN
VARIES FROAI !HE SHOR/NC srs !FAI S TANOAROS ES TABLISHEO. 8 Y !HE CONS Tl?fJC n&
SAFETY ORll'RS, nn.E 8 CALIFORNIA AlMIIN/Sll?AnW Cwt; !HE PLAN SHALL BE
PREPARED BY A RECIS!FREO. ENC/NEER AT !HE CC!"fll?ACTORS E,qJENSE. A Cil"Y OF !HE
OSHA EXCAVA110N PERA/IT MUST BE Sl/81,//T!F0 TO !HE INSPECTOR PRIOR TO
EXCA VA ncw.
/8. NO BLASnNC SHALL BE PERFORVEO. UNnL A VAL/0 BLASnNC PERA/IT HAS BEEN
OBTAINED. FRCMI !HE CITY OF CARLSBAD. Sl/81,/IT APP!.ICA110N FOR BLASnNC PERA/IT
//£'LL IN A0VANlr OF !HE SCHEO/JLINC OF BLASnNC OPERAn&s:
19. IF ANY ARQIAEQ'.WCAL RE.WRCcS ARE OISCOl'[RE0 llflHIN ANY II®'. ARfA OUR/NG
CONS!RUCn(JY. CffRAllCWS llfLL CcASE/W£lJ/AlllY. ANO !HE PERAIITTFE 1/fLL N0nFY
!HE CITY ENC/NEER. OPERAnC!"<S 1/fLL NOT RESTART UNnL !HE PERAIIT!FE HAS RECE/1£lJ
• llli'IT!FN A/J!HORITY FROAI !HE CITY ENC/NEER TO 0.0 SO ~ 20 ALL OPERAnONS C&WC!FO. & !HE Sl!F OR ADJACENT !HERETO, INCI./JOINC WARAIINC isi UP, REPAIR, ARRIVAL, 0EPARl/JRE OR OPERAn& (F Tl?fJCl(S, EAR!HAI0/IINC EWIPAIENT,
C&SlRUCnON EO/JIPAIENT ANO ANY 0!HER ASSOC!A!FO. CRAOINC E()IJIPAIENT SHALL BE ~ LIAll!F0 TO !HE PER/aJ BETllfFN 700 A.Al. ANO 6.·00 PAI. EACH 0.AY, AION0A Y !HRI.I
FRIO.A Y ANO NO EAR !HJIO/IINC OR CRAOINC OPERA 110NS SHALL BE CONWC !FO. ON ~ /EEK ENOS OR HOl./0.A ~ (A LIST OF Cl TY HOl./0.A rs IS A VA/LADLE AT !HE ENC/NEER/NC
O.EPARTVENT CO/JN!FR.) ~I 21 ALL CYE-,571E HAUL RO/JlES SHALL 8£ S//8'1/TlF0 BY !HE ClW!RACTO'i' TO !HE CITY
ENGINEER FO(f APPROVAL TIIIJ F/JLL #Q'i!\1NC OA IS PR/QI' TO &"CINN!NC QC 11(:WK.
22 IA/PORT AIA!ERIAL SHALL BE OBTAINED. FRQI(, ANO WAS!F AIA!FRIAL SHALL BE
OEP0Sl!F0 AT, A Sl!F APPROWO. BY !HE CITY ENC/NEER. THE ClW!RACTCW SHALL BE ~ RE'>P(W$YBt.£ FQ'i' ANY OEBRIS QI' OAJIAC£ IX'Cl#i'li!'NC ALCWC !Hf HAUL RO/JlES QI'
~ AO.JACEN T Sll?[f!S AS A RESULT QC THE CRA(}INC ao(RA new
~ 23. BRUSH SHALL BE REAI0l£lJ ONLY llf!HIN !HE AREA TO BE CRAO.EO. NO !REES ARE TO
BE REAI01'f:O. UNLESS SPEC/RCALL Y N0!FO. & THE Pf_AN. ~ 21 ALL AREAS SHALL BE CRAOEO. TO ORAIN. CRA0!NC RESIIL nNC IN !HE PONO/NC rF
~ WA!FR IS NOT PERAIIT!FO. ALL EAR!HEN SWALES ANO OITCHES SHALL HA1'f: A Al/NIAi/JAi
~ &E PERlrNT SI.OPE
25 !HESE Pl.ANS ARE S/JB.ECT TO A SICNE0 ANO APPR01'f:O. SHPPP ANO./C!'i' SET OF t ER0SIC!"f CON!ROt. PLANS EROSION CON!ROI. SHALL BE AS SH0IIN ANO AS APPRO>f'O.
~ BY !HE CITY ENC/NEER C!'i' AS OIREC!FO. BY !HE PRo.ECT INSPECTOR.
ACCORDANCE 1/f!H !HE LANDSCAPE A/AN/JAL nME RE()IJ/REAIENTS:
JO MIERE AN orsnNC PIPE LINE IS TO BE ABANO.&EO. AS A RES/JL T OF THE CRA0/NC
Cff"RA11Cw, IT SHALL 8£ REJIOvF0 1/f!HIN Tl/£'NTY FEET OF BU!LIJ/NC OR S!REET AREAS
ANO REP!_ACEO. llfTH PROPERLY CCMIPAC!FO. SIJ/lS: IN OTHER AREAS THE PIPE llfLL BE
P!./JCCE0 1/f!H C&CRE!F OR REJIOWO. AS APPR0>f'O. BY !HE CITY ENC/NEER.
JI !HE C&ll?ACTC!'i' SHALL WR/FY !HE LOCA n& rF ALL O'!SnNC FAC/LlnES ( AB0vF
CRO/JN0 ANO /JN/J£R CROI.INO.) 1/f!HIN !HE PRO,£CT Sl!F SllmCIENTl Y AHEAO. OF
CRAOINC TO PERA/IT !HE RE>fSION rF THE CRAO./NC PLANS IF IT IS FO/JN0 !HAT !HE
ACl//Al LOCAnONS ARE IN C&FL!CT 1/f!H !HE PROPOSED. lltWK
J2. !HE CON!RACTOR SHALL NOnFY AFFEC!FO. UnLITY CC#IPANIES (SEE 8EL0 /f) AT LEAST 2
Fl/LL Ht:wl<INC O.Ars PRIOR TO STARnNC CRAOINC NEAR !HEIR FAC/LlnES ANO SHALL
COORIJINA!F !HE Ht:wK 1/flH A COAIPANY REPRESENTAnvF
J.J. !HE CON!RACTC!'i' SHALL N0nFY AFFEC!FO. UnLITY CCMIPANIES (SEE 8El.0lf) AT LEAST
TIIO (2) Fl/LL Ht:wKINC 0A rs PRIC!'i' TO STARnNC CRAOINC NEAR !HEIR FAC/LlnES ANO
SHALL COORfJINA!F !HE Ht:wK 1/f!H A COAIPANY REPRESENTAllvF
UNOERCRO/JN0 SER>flr ALERT (800) 422-//JJ
SO.~£ (800) 660-7J4J
AT&T (800) 892-0/2J
11AIE WARNER CAB/I (760) ,fJ.8-77//
COX CCMIAI/JNICAn&S (760) 806-9809
CITY OF CARLSBAD. (S!REETS & STORM' ORAIN) (760) ,fJ/-2980
'CITY OF CARI.SBAO. (SEIER, WA/FR & RECI.AIAIE0 WA!FR) (760) 43.8-2722
'SAN 0/EC/JI TO WA !FR 0/S !RIC T (760) 6JJ-2650
'LEUCAIJ/A WAS!F WA/FR 0/Sll?ICT (760) 75J-0!55
'VALLEC/T0S WATER OIS!R!CT (760) 7U -0460
'Ol./1'f:NHAIN WA/ER 0/STRICT (760) 75J -6/66
'8/JENA SANITAn& C!'Sll?ICT (760) 726-/J40 x!JJ0
'AS APPRQl'RIA!F
J-1. PERAi/ T COAIPI.IANCE REO/JIREAIEN TS:·
A. FOi' CCWlROLL[O CRAOINC -!HE APPLICANT HIRES A C//IIL ENC/NEER.
SC¥LS ENC/NEER, ANO/OR CEaOC/ST TO Clif' TECHNICAL AO.>fCE, OBSERvF
ANO C&ll?a THE Ht:wK IN PROCRESS /15 /6. /208/ CARLSBAD. AI/JNICIPAL
c=
8. PRIO(f TO RNAL APPROVAL lf A CRAOING P(Rl,//T -!HE FOI.L0/lfNC
REPORTS MUST BE S/JBAIIT!F0 TO THE CITY ENC/NEER /IIA !HE PRo.ECT
INSPECTOR /15/6./209 & !0/ CARI.SBAO. AI/JNIC/PAL c=
(!) RNAL REPORT BY SIIPER>fSINC CRAOINC ENC/NEER STAnNC ALL
CRAOINC IS COAIP!.E!F ALL EROSION CON!ROI., SI.OPE PLANnNC
ANO IRR!CAnON ARE /NSTAf.LEO. IN CONFORVANCE llf!H CITY COOE
ANO !HE APPR01'f:0. PLANS (OBTAIN SAMPLE or COA/Pf_/ANCE
LETTER FROII CITY ENC/NEER/NC 0EPAR!VEN!}.
(2) AS-8/J/L T CRAIJINC PLAN.
(J) REPORT FRCMI !HE SC!'LS ENC/NEER, I/fl/CH /NCI.VOES RECOAIAIEN0E0
Sll'L BEAR/NC CAPAC/n,s, A STA!FAIENT AS TO !HE E.KPANS!W
()UAL/TY {F !HE SW, ANO S/JAIAIARIES OF RELO. ANO
LABC!'i'ATORY !FSTS: !HE REPC!'i'T SHALL ALSO INCI./JOE A
STA!FAIENT BY !HE SC¥LS ENC/NEER !HAT !HE CRAOINC WAS O.ONE
IN ACCORDANCE 1/f!H !HE RE()IJIREAIENTS ANO RECOAIAIEN0AllONS
0/Jll./NE0 IN !HE PRELIAIINARY SOII.S REPC!'i'T ANO ANY
SIIPP!.8/ENTS THERETO
(/) REPORT 1/f!H AS-8/JILT CEaOCIC Pl.AN, IF REOIJIRE0 BY !HE CITY
J5 UMESS A CRAIJ/NC PERA/IT FOR !HIS PRo.ECT IS ISSIIE0 1/flHIN ONE (!) ffAR AF!FR
!HE CITY ENCINEER's APPROVAL, THESE Pf_ANS MAY BE REOI.IIREO. TO BE RESUBAIIT!FO.
FC!'i' PLAN ClfECI( Pl.AN CHECI( FEES 1/fLL BE RE()IJIREO FOR ANY SUCH RECHECK.
.J6. IN ACCORDANCE 1/f!H THE CITY STORM' WA/FR STAN0AROS, ALL STORA/ ORAIN INLETS
CONSTl?fJC!FO. BY THIS PLAN SHALL INCI./JOE "s!FNCILS' BE AO.OED TO PROHIBIT
WAS!FlfA!FR 0/SCHARCE 0.0/INS!REAAI. S!FNC/LS SHALL BE A/JfJE0 TO !HE SAnSFACnON
OF !HE Cl TY ENC/NEER.
J7 PRIOR TO !HE ISSUANCE rF A CRAOINC PERMIT !HE PRo.ECT 0£1£1.0PER SHALL RETAIN
A ()IJALIRE0 PALEONTOt.OCIST TO CARRY 0/JT !HE AllnCAnON PROCRAAI OUll.lNEO. IN !HE
EN/IIRCWAIENTAL AllnCAllON AIEAS/JRES INCORPORA1FIJ INTO THE CONIJ/llONS rF
APPROVAL. 1'f:RIRCAnON SHALL BE 0OC/JIIEN!FO. BY A LET/FR FROAI !HE 0£1,U_OPER
ANO !HE PALEONTOI.OCIST TO !HE CITY Pf_ANNER.
J8. PRIOR TO !HE ISSUANCE rF A CRAOINC PERA/IT !HE PRo.ECT 0£1£1.0PER SHALL RETAIN
A ()IJAl/RE0 ARCHEOI.OCIST TO Al&ITOR ALL CRO/JN0 OIS1/JR8/NC ACn/lfnES:
if'RIRCAnC!"f SHALL BE OOCIJAIEN1FIJ BY A LETTFR FRCMI THE 0£1£1.0PER ANO !HE
ARCHEOI.OCIST TO !HE CITY Pf_ANNER.
J9. PRIOR TO !HE COAIAIENC81ENT rF CRAIJINC !HE O.E/,£1.0PER SHALL PR0/110£ 1'f:RIRCAnON
!HAT A PRE-EXCAVAnON ACREEAIENT HAS BEEN EN!FREO. INTO llf!H A REPRESENTAnif'
OF !HE SAN LUIS REY DANO OF AI/SSION /NO/ANS 1£R/RCA n& SHALL BE O.OC/JAIEN !FO.
BY A LETTFR FROAI !HE 0£1£1.0PER ANO !HE REPRESENTAnW TO !HE CITY PLANNER.
RELEASE OF SEC(JRITY
NO SEC/JR/TY SHALL BE RELEASED BY !HE CITY UNnL SI/CH nAIE !HAT ALL NECESSARY
EASEMENTS ANO ACREEJIENTS FOR !HE CONSTl?fJCnON ANO OPERAn& or THE PRo.ECT
HAW BEEN APPR0l£lJ OR ACCEP!FO. BY !HE CITY
S()(JRCE OF TOPOCRAPHY
TOPOCRAPHY SH0IIN & !HES£ PLANS WAS CENERA!FO. BY PH0TOCRAAIETRIC
AIE!HCKJS FROII INFORAIA110N CA!HEREO. ON 8-8-2006 BY ANALYnCAL PH0TOCRAAIAIE!RIC
S/JR1'f:YS, INC. & REl.O. SI/RWY AIE!HaJS FROAI /NFORAIAnON CA!HERE0 ON JANUARY 28,
20/,f BY EXCEL ENC/NEER/NC. TOPOCRAPHY SH0IIN HEREON CONFC!'i'AIS TO NAnC!"<AL MAP
ACCURACY STANO.ARDS:
PRQ.ECT LOCAU<&
THIS PRo.ECT IS LOCA!F0 1/f!HIN ASSESSORS PARCEL NUAIBER(S/
2//-023-07 rt 212-271-02
!HE CALIFORNIA COORfJINA 1F /NO.EX OF !HIS PRo.EC T !S-
N 1992 E 62J7
EROS/<& CONlRa NO!ES
IN CASE EAIERCENCY Ht:wK IS RE()IJIREO,CONTACT CRANO. PAC/RC RESORTS, AT (760)
5,(J /-J.8500 OR HOUSTON ARNOI.O. CELL PHONE: (760) 585-8879
f EO/JIPAIEN T ANO Ht:wKERS FC!'i' EAIERCENC Y IIORK SHALL 8£ AIA0E A VAN.ABLE AT ALL
nv,s [l{/R/NC !HE RAINY SEASON. ALL NECESSARY AIA!FRIALS SHALL BE STOCKPILED. ON
Sl!E AT CON1'f:NIENT LOCA1/0NS TO FAC/LITA!F RAP/0 CONS!R/JCllON OF !FAIPORARY
0E/IICES MIEN RAIN IS 81/NENT.
2. FOR PROJECTS C0>f'REO. BY STA!F SIIPP/Jl{)/0, IN ACCC!'i'O.ANCE #l!H !HE CONS!RUCn&
OR0ER !SSIIED BY !HE CALIFORNIA RECIC!"<AL WA/FR 0/JALITY CON!ROI. BOARO, !HE
OI.IALIRE0 SIIPPP PRACnnONER (QSP) SHALL UPlJA!F ANO AIAINTAIN !HE WA/ER
POl.L/Jl10N CON!R0L (IIPC) PLAN TO AOORESS UPlJA!F0 Sl!F CC!"<O.tn0NS OF !HE
PR0ECT. !HE UPO.A!FO. IIPC PLAN ANO UP0A!E SIIPPP SHALL BE KEPT AT !HE
PR0E CT Sl!F ANO AIA0E AVAILABLE TO !HE CITY INSPECTOR. A0.0.ln0NAL CC!"<SlRUCnON
BA/P's BEYOND. !HE ORICINAL APPR0WO. SIIPPP SHALL BE PR0/110£0. TO ~ss Sl!F
CONO.ln&S NOT ANllC/PA!FO. !HE 0SP SHALL REPC!'i'T BAIP OERC/ENC/ES TO THE CITY
INSPECTOR. !HE (}SP SHALL OBTAIN APPROVAL FR.CM/ !HE ()IJALIRE0 SIIPPP 0£1£1.0PER
ANO !HE CITY INSPECTOR RECARl}(NC ANY 51CN!f!CANT CHANCES TO BAIP OEPI0WENT
J. !HE CON!RACTOR SHALL RESTORE ALL EROS/Cl", CC!"<TROI. OE>fCES TO 1/Q?K/NC OR0ER TO
!HE SAnSFACnON OF !HE CITY ENC/NEER AF!FR EACH Rt.IN-OFF PROO/JC/NC RAINFALL.
4c !HE CON!RACTOR SHALL INSTALL AOO!nONAL EROSION CON!ROI. AIEAS/JRES AS MAY BE
REQ/JIRE0 BY THE CITY ENCINEER 0./JE TO UNCOAIP!_E!FO. CRAO.INC OPERA n&s OR
UNFORESEEN C/RC/JAIS TANlrS I/fl/CH AIAY ARISE.
5. !HE CON!RACTOR SHALL BE RESP&SIBLE ANO SHALL TAKE NECESSARY PRECA/JnONS TO
PREWNT PUBLIC !RESPASS ONTO AREAS MIERE IAIPOUN0EO. WA !FRS CREA 1F A
HAZAR0.0/JS CONOlnON.
6. ALL EROSION CC!"fll?OI. AIEASURES PROll/0£0. PER THE APPR0>f'O. CRAOINC PLAN SHALL
BE !#CORPORA !FO. HEREON.
7 CRAOE/J AREAS AROI.INO. !HE PRo.ECT PERIAIE!FR A/UST 0.RAIN AWA Y FRCMI !HE FACE OF
SI.OPE AT !HE CC!"<CI./JSION rF EACH IKJRK!NC 0AY
8. ALL REMOVABLE PR0!Fcnw 0£11/CES SH0IIN SHALL BE IN PLAlr AT !HE ENO OF EACH
IIORKINC 0AY ltHEN !HE RW (5) 0.AY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REAI0lfO. AF/FR EACH RAINFALL.
9. ALL CR.Al£/. BACS SHALL BE BURLAP TYPE llf!H J// INCH Al/NIAi/JAi ACCRECA!F
/0 SHO/JL0 CERAIINA nON OF HilJR0-SEEOE0 SI.OPES FAIL TO PR0>fO.E EFFECnif' C0>f'RACE
or CRAOE0 SI.OPES (90% C0>f'RACE) PRIOR TO N0>f'AIBER 15, THE Sl.OPES SHALL BE
STABILIZED BY PUNCH Sll?AW INSTALLED. IN ACCOROANCE #l!H SECnON J502J OF !HE
EROS/Cl", ANO SEOIAIENT CC!'✓ll?OI. HANOBOOK OF !HE OEPARWENT OF CONSERVAnON,
STA IF or CALIFORNIA. ,
l["PCKi'ARY EROS/(& C(&!Ra PLANHNC ANO IRRICA HON
ALL PERMANENT ANO !FAIPORARY EROSION CON!Rot. PLANnNC ANO /RRICAnON SHALL BE
INSTALLED ANO AIAINTAINEO. AS REOI.IIREO. IN SECllON 2/2 rF THE STANO.ARO. SPEC/RCAll&S
ANO !HE FOI.L O#INC.·
A. HmRO-SEEOINC SHALL BE APPLIED TO·
I ALL SI.OPES !HAT ARE CRADEO. 6.·/ (HORIZ&TAL TO lfRllCAL) OR S!EEPER
ltHEN !HEY ARE:
a !HR.EE FEET OR MORE IN HEICHT ANO A0JAlrNT TO A PUBLIC WALL OR
Sll?EET.
b. ALL SI.OPES ; FEET OR A/ORE IN HEICHT.
2 AREAS CRAO.E0 FLAT/FR THAN 6.·/ ltHEN ANY OF !HE FOl.L 0l/fNC CON0!nONS
EXIST
a NOT SCHED/JLE0 FOR IAIPR0lfAIENTS(CONS!RUCnON OR CENERAL
LANO.SCAP!NC) #!!HIN 60 0A rs {F ROUCH CRAO.INC.
b. 10.ENllRE0 BY !HE PARKS ANO RECREAnON DIRECTOR AS HICHLY ,?SIBLE TO
!HE PUBLIC.
c. HA >f' ANY SPECIAL CONO.lnON IOENnRE0 BY !HE CITY ENC/NEER !HAT
WARRANTS /AIAIEOIA IF !REA WENT.
8. HmR0-SEEOE0 AREAS SHALL BE /RR/CA !F0 IN ACCORDANCE llf!H !HE FOl.L0llfNC
CR/!FRIA:
I ALL SI.OPES !HAT ARE CRAOE0 6.·/ C!'i' S!FEPER ANO !HAT ARE:
a THREE TO E/CHT fFET IN HEICHT SHALL BE IRRICA!FO. BY HANO WA!ERINC
FROAI ()IJ/CK CO/JPl.ERS,1-f0SE BIBS OR A CONWNnONAL Srs!FAI rF LOW
PREC/PITA nON SPRINKLER HEADS PR0>fOINC /00% C0>f'RACE.
b. CREA!FR !HAN 8 FEET IN HEICHT SHALL BE WA!FRE0 BY A CONWNnONAL
srs!FAI or LOW PREC/PITAn& SPRINKLER HEAO.S PR0/110/NC 100%
CO>f'RACE
2 AREAS SI.OPED LESS THAN 6.·/ SHALL BE IRRICA!F0 AS APPR01'f:0 BY !HE CITY
ENC/NEER, PRIC!'i' TO HmR0-SEEOINC. !HE 0EJ,£1.0PER SHALL SIJ/JAIIT A
PROPOSED SCH8/E TO PRO>f0E /RR/CA nm TO !HE CITY ENC/NEER. !HE PROPOSAL
SHALL BE SPEC/RC RECARO./NC THE NUAIBERS, Ti'PES ANO COSTS OF !HE
ELEAIENTS OF !HE PROPOSED Srs!FAI.
J. !RR/CA nC!"f SHALL AIAINTAIN THE Alll'Sl/JRE LEI£/. rF !HE SOIL AT !HE OP nMUAI
LEI£/. FOR !HE CR0W!H or !HE HmR0-SEEOEO. CR0W!H.
C. H!VR0-SEEO./NC Al/,( SHALL CONSIST or ALL or !HE FOI.L0#INC:
I SEED MIX SHALL CC!"<SIST OF NO LESS !HAN.·
a 20 LBS PER ACRE or ROSE CI.0lfR
b. 20 LBS PER ACRE or ZORRO FESC/JE
c. J LBS PER ACRE or E SCHOOi. CIA CALIFORNICA
d. 4 LBS PER ACRE OF ACHILLEA AIILLEFOI.IA
e. J LBS PER ACRE OF AL rsSIIM (CARPET OF SN0/f)
[ 1/2 LB. PER ACRE rF OIAIC!'i'PHOI.ECA
g. l !FAIS C,0,£, ANO F OF !HIS S/JBSECnON MAY BE CMIIT!F0 ON LOCAnC!"<S
ltHERE THE AREA BE/NC H !VRO-SEEO.ED IS NOT >fS!Bf.E FRCMI El !HER A
PUBLIC Sll?EET OR RES/OEN nAL S Tl?fJC 1//RES:
11. /!FM A OF !HIS S/JBSECnON A/UST BE INOCIJLA !FO. 1/f!H A Nlll?OCD✓ R»NC
BAC!FRIA ANO APPLIED ORY EITHER BY OR/LL/NC OR 8R0A0CASnNC
BEFORE HilJR0-SEEIJ/NC.
,: ALL SEEO. AIA !FRIALS SHALL BE ll?ANSPOR !FO. TO !HE J08SI 1F IN
/JNCff"NE0 CONTAINERS llf!H !HE CALIFORNIA OEPARWENT rF FOaJ ANO
ACRICUL!/JRE CER11f!CAll& TAC ATTACHED ro, C!'i' PRIN!F0 ON SA/0
CONTAINERS:
j NC!"f-PHYT0-T0»C ~TnNC ACENTS MAY 8£ A/JfJEO. TO !HE HmR0-SEE0
SI.URRY AT !HE 0/SCREnON rF THE CON!RACTOR.
2 Ti'PE / MULCH APPLIED. AT !HE RA 1F rF NO LESS !HAN 2000 LBS PER ACRE
Ti'PE 6 MULCH (STRA/f) MA Y BE SIIBSnl/J!FO, ALL OR PART, FOR
H!VRAUL/CALLY APPLIED. RBER AIA!FRIAL. MIEN Sll?AW IS /JSEO, IT MUST BE
ANCHORED TO !HE Sl. OPE BY AIECHANICALL Y PUNCH/NC NO LESS !HAN 50% OF
!HE Sll?AII' INTO !HE SC!'L.
J. FERnL/ZER CONSISTlNC OF AAIAIONIIJAI PHOSPHATE S/JLFATF, /6-20-0, llf!H 15%
SULPHUR APPLIED. AT !HE RATE or 500 LBS PER ACRE
0. AREAS TO BE H!VR0-SEE0E0 SHALL BE PREPARED PRIOR TO HmR0 SEE/JING BY.·
I RO/JCHENINC !HE SURFACE TO BE PLAN1FIJ BY ANY OR A CCM/8/NAllON CF.·
o. !RACK WALK/NC SI.OPES S!FEPER !HAN 6.· /
b. HARR0MNC AREAS 6.· / OR flAT!FR !HAT ARE sumCIENll.,Y FRIABLE
c. RIPP/NC AREAS !HAT #ILL NOT BREAK /JP /JS/NC l!FAIS A OR 8 ABCM:
2 CONO.ln&INC !HE SC!'LS SO !HAT IT IS SUITABLE FOR PLANllNC BY.
a AO.,,(JSnNC THE SURFACE SC!'L AIC¥Sl/JRE TO PR0>f0E A 0.AAIP BUT NOT
SA 1//RA !FO. SEE0 8£0.
b. !HE AO.OlnON OF SOIL AAIENOAIENTS, PH AO.,(JSWENT, LEACH/NC OR
C0J,f'R/NC SALINE SOILS· TO PR0/110£0. >fA8LE CONO.lnONS FOR CR0W!H.
E HJVR0-SEE/JE0 AREAS SHALL BE AIAINTAINE0 TO PR0>fOE A ,?CORO/JS CR0W!H UNnL !HE
PROJECT IS PERAIANENll. Y LANDSCAPED C:W, FOR AREAS MIERE H!VRO-SEEOINC IS !HE
PERMANENT LANO.SCAPINC, UNnL !HE PR0.ECT IS C&PLE!FO. ANO ALL 8&0.S RELEASED.
PECLARA HON OF RESPOVS/BLE CHARCE
I HEREBY O.ECI.ARE !HAT I AA/ !HE ENC/NEER OF JK;WK FiJR !HIS PRo.EC T, !HAT I HAW
EXERCISED RESPC!"<SIBLE CHARCE 0WR !HE 0ESICN OF 1/1/S PRo.ECT AS OEf!NEO. IN SECnON
670J OF !HE BUSINESS ANO PROFESSIONS Cl'.U; ANO llM T !HE OESICN IS CONSISTENT 1/f!H
CURRENT STANO.ARDS:
I UNOERSTANO. THAT !HE CHECK OF PR0ECT 0.RA#INCS ANO SPEC/F!CAnONS BY !HE CITY OF
CARLSBAD. IJOES NOT REL!Eif' A/£, AS ENC/NEER OF Ht:wK, OF AIY RESPONSIBH.lnES FOR
PRo.EC T OESICN.
RRAI.· D'Cil ENC/NEERING
AO.DRESS U0 STATFPLACf
CITY, STA !F· JE.~:5i~C:C:W:=~~~~VQ~CA~9.~'20~:Z~'9 ___ _
mEPI-IONE: {750) 7/5-8/18
BY. &q;J~A!F
R.C.E NO: ,(5629
REC/Sll?Anm EXPIRAn& 0A!F· !2-J/-16
SO'LS ENC/NEER'$ CERT/RCA lF
I, SAv,,s , C\ L 1:>e.~A RECIS!FREO. Cl/Ill ENC/NEER OF !HE STAIE IY CALIFORNIA, PRINCIPALLY
0C!'NC BUSINESS IN !HE REL0 or APPLIED SC!'lS AIECHANICS, HEREBY CERnFY !HAT A SAAIPI_/NC
ANO Sl/J0Y IY !HE sew. cavancws PREVALENT llflHIN !HIS Sl!F WAS NAO£ BY NE OR /INOER AIY
/J/RECnQVBETl/£EN !HE0A!ESIY ~ -,-,,, ANO IO-,,o-1'/ . TIIOC(R£SIY !HE
SC¥LS REPC!'i'T COVP!LEO FROV !HIS ST/JOY, llflH NY RECOVl£NOA11&S, HAS BEEN SVBAIITTF0 TO
!HE OfTICE IY !HE Cl TY ENC/NEER.
S/CNEO
P£ NO: S" "';,. >-b
OAT£-l a>--q -lb
LICENSE. EXP/RA 11C!"f 0A IF:
O,WER'S CERllRCATF ti
I (HE) HEREBY CERnFY !HAT A RECIS!FREO. SC!'LS ENC/MTR C!'i' CEOI.OC/ST HAS BEEN OR llfLL
8£ RETAINED. TO S/JPER/IISE 0if'R-ALL CRAO.INC ACn>fTY ANO AO.>fSE ON !HE COIIPACnON
ANO STABILITY OF !HIS Sl!F IF !HIS PRo.EC!jtJEl£1.0PEIIENT IS SUBECT TO A
STA!F-REC/JLA!FO. SIIPPP, I (HE) ALSO ACREE A OIJALIF£0. SIIPPP PRACnnC!"<ER (QSP) HAS
BEEN OR 1/fLL BE RETAINED. TO SIIP£RHSE /AIPLEAIENTAlllW OF !HE SHPPP IN ACCC!'i'0ANCE
/If 1H !HE CALIFORNIA C&S Tl?fJC nON ORO.ER ANO AIUNICIAU PERAi! T, LA IFS T lfRSI&
I/ f -~ J CITY OF CARLSBAD L, 1 1~ ' --J '.i' 1 IL
KEJ4N CRjrMJ ~!TY AIANACER 0A
CARLSBADAIUNl~AL ':ii:' ' , WA!FR 0./Sll?!CT ·/ c.. l.2../ /✓) ill
K£/IIN CRA~FXEC/Jlliil' AIANACE/i 0A/t'
JH;WK TOBEPoYE
!HE CRAO.INC IIORK SHALL CONSIST OF !HE CC!"<SlRUCnON {FALL curs ANO Rf.LS, REAIEOIAL
CRAO./NC, ORA/NACE FAC/LlnES, EROS/& C&ll?OI. FAC/llnES, ANO Pf_ANnNC or PERA/ANENT
LAN0SCAP/NC ANO PREPARAnON OF AS-BUILT CRAIJINC PLANS, AS-BUILT CEOI.OC/C AIAPS
ANO REPORTS, ALL AS SHOWN OR RE()IJIREO. ON !HE SET tr Pl.ANS ANO !HE CITY
STAN0ARO.S, SPEC/RCAn0NS, REOI.IIREAIENTS, RESOt.UnONS ,4N0 ORDINANCES C/!F0 ON !HES£
Pf_ANS:
!HE CRAO.INC IIORK SHALL BE PERFORAIEO. IN ACCORO.ANCE 111TH !HE FOl.L0l/fNC O.OC/JAIENTS,
CURRENT AT !HE nAIE OF CONSlRUCnON, AS 0/REC!F0 BY !HE CITY ENC/NEER.
f CARLSBA0 AI/JNIC/PAL c=
2. CITY or CARLSBAD STANO.AR/JS:
J. !HIS SET OF Pl.ANS
/. RESOI./JllON NO 7/J9, 7140, 714!, 7N2, 714J 0A 1EiJ OElrAIBER /5, 20/5
5 !HE STAN0AR0 SPEC/RCAllONS FOR PUBLIC Ht:wKS {()'{Sll?UCnON. (CREEN BOOK)
6. CE0!FCHNICAL IN1'f:SnCA11& FOR LOT 9 ANO CAlllll ll'A!FR TANKS/Tl; 0A!E0 OCTOBER
20, 20/,f ANO SIIPPLEAIENTAL CE0!FCHNICAL RECOAIIIOAIEN0A new LETTER 0.A !F0 .,(}NE
2, 2015 B0!H O.OCUAIENTS BY AITCL.
7 !HE SAN O.IEC0 RECIONAL STAN0AR0 O.RA/lfNCS ANO AS AIAY BE AIOOIREO. BY !HE CITY
OF CARLSBAD STAN0ARO.S:
8. CALIFORNIA COASTAL COAIAIISS/ON 0.£1,U_OPAIENT PERI/IT LCP-6-CAR-15-00J/-2
(APPR0>f'0 MAY /0, 20/6)
9. STORM' WA !FR POI.L/JnON PRElfNllON PLAN PREPAi'E0 BY EXCEL ENC/NEER/NC, 0A !FO.·
J/JI.Y 22, 20/6
SW NO (SIIPPP NO /6-J29)
11{}{0 NO 9-J7CJ78/J6
/0 STORM ll'A !FR ()UAL/TY AIANACEAIENT PLAN PREPAREi!
BY· EXCEl. ENC/NEER/NC 0A!FO.· /0-26-/6 SM.JAIP /10 /6-29
II !HE CALIFORNIA STORA/ WA!FR OUALITY ASSOC/AllC!"f BAIP CONS1RIJCnON HANOBOOK
ANO CAL !RANS CONSlRUCnON Sl!F BAIP AIANUAL.
~ OESCHIPllCW
"" A /IV '/IE cnr IT G411.511AD. Cot,WTY IY'" .J,4,</ D~ STA.ft ~ CA£4'Zl,\'M'~
ACC<JMIN(; "/0 Ct;lf'Tf'ICAl&" (JI' CM&WCF AA/ 16-0, ~D 0V 12-lf--l(, AS 0OC. N4.
2 016 -o,as 7,: I, 7lJ6£THF1f ttl7/I PAHl:R. 8 II 1H6 CITY OF c,w~ C«.NTY oF
SAN /Jll&D, STAT£ U'" CAI.IP/6t/lU, ACCQfO'Ni; To C/;RlYICA'lE OF CfV'(./ANCE' l'.f)./ I6-01
Fl.ED (II{ /j-l S -/,;, AS oac. Nt7. ,l'2tf -.a6#8l8 fl07H OtJCV/.FIIT'J I'll.Eb vt ff
t:nl<E OF '111£ Ctlllf(T'T IFCMDRt OF SAfol t/E~O Ct/1/liTY.
POST-CONSTRIICTION B"P TABLE
,.
VICINITY MAP
CITY OF OCEANSIOE
HIGHWAY 78
PACIFIC
OCEAN
CITY OF ENCINITAS,
QIWERS
NAAIE.· Cl TY rF CARL SB AO
AOIJl?ESS: 1200 CAR!.SBAO /IILLACE ORI/£
CARL58AO. CA 92008
PH&E (750) -fJ-f-28/9
CONTACT' KE/IIN CRAIIFCW0
NAN£: CARLSBAD MUNICIPAL WA !ER OIS!R!CT
AOORESS:· 1200 CARLSBAD /IILLAC£ ORI/£
CARLSBAD. CA. 92008
PHONE {760J /J/-28/9
CONTACT K[/IIN CRAIIFOR0
PEr£LQPER
NAME: CRANO PAC/RC 0£1,fl.OPIENT. INC
AOORESS: 5900 PASTEUR COIJRX SIJ/TF 200
CARLSBAD. CA 9200<
PHONE: {760) ,fJ!-8500
CONTACT nu Sll?IPE
PRQ.ECT AQQRESS
AOORESS: !Hf CROSSJNCS ORl;t
CARLSBAD. CA
REffRENCE ORAllfHCS
CITY OF CARLSBAD. 0RAl/fNC NO JJJ -2C
CITY or CARLSBAD. 0.RAl/fNC NO J.JJ -2CO.
CITY OF CARLSBAD. 0.RAl/fNC NO J.JJ -2H
CITY OF CARLSBAD. 0.RAl/fNC NO J.JJ -2V
CITY OF CARLSBAD. 0RAl/fNC NO J.JJ -2Y
CITY OF CARLSBAD. 0.RAllfNC NO. J.JJ -2Z
CITY OF CARLSBAD. 0.RAl/fNC NO /28 -9
CITY rF CARLSBAD. 0.RA#INC NO /28 -9A
CITY OF CARLSBAD. 0RA#INC NO /28 -9H
EARTHMJRK O(JAN11T/ES
cur /6.JS, C. y
RLL: ,£07J C. y
EXPORT 728/ C. y
REAIEO.IAL: 2{1. 7;2_ C. y
AREAS
TOTAL LOT AREA = J./7 ACRES
TOTAL 0.IS!/JRBEO. AREA = J. NACRES
(THIS AREA INC/_UO.ES 8/JT IS NOT LIAll!FO. TO rFF-Sl!F IH.'li'K INCI.IJIJ/NC
PUBLIC IAIPR0WAIENTS ANO !FAIPORARY 0./Sl/JRBANCE SU{){ AS WHICLE
ANO EOI.IIPAIENTSTACINC AREAS, CONS!RIJCllON /KJRKER Ft.>0T ll?AfflC,
SC!'L/CRA /,U_ PILES, unLITY ll?ENCHES, BACKRLL curs AMI SI.OPE
KEYWAY.S)
STORA/ WA TER R[QIJIR[Al[N TS TH4 T
APPLY.· [X[AIPT FRDAI HYDROA/00/FICATlON?
TOTAL REPLACED. IAIPER>f0/JS AREA = . 12 ACRES
TOTAL PROPOSED IAIPER>fO/JS AREA= 2.71 ACRES
TYPE
810-FlllRAXW
STAN0ARO STC¥i'JIWA TER REl}(JIHEIIE!ITS
PRIORITY PRO.ECT RECIIJIHOIEN!S
D[SCRIPTlON OWNERSHIP
BF-! 8/0-Fllll?AnON PRIVAll
>ES (SEE Sllf)JIP FC!'i' OX/IIIENTA 110N)
NO
AIAINTENANC[
AGR[[A/[NT
CC,#R
,I
8AIP JIAIN!FNANCE
ACREEAIENT
SH[[T
NO
17
AIAINTENANC[
FREQUENCY
A/ON THI. Y HEAL TH
EVAL/JATKN OF !HE
SHRV8S ANO
Sf/8SE(}(LNT REJIOVAL
rF ANY OEAIJ CW
ll'SEASED WCETA 110N
"AS BUI LT"
EXP. DATE
INSPECTOR DATE ! 26 ALL SI. OPES SHALL BE ll?IAIAIEl) TO A RN/SH CRAOE TO PRaJ//lr A /JNIFC!'i'AI SURFACE
~ ANO awss SEcncw. !HE Sl!F SHALL BE LEFT IN A NEAT ANO ORll'RL y CONOlnON. ALL 8 /:,o ,,, R D u I SH, EET I c·rrY OF CARLS BAD ' SHEETS .... STONES, ROOTS OR 0!HER DEBRIS SHALL BE REAI0WO. ANO 0ISPOSEO OF AT A Sl!F BENCH NARK " ~ .. ~ APPR01£l) OF BY !HE CITY ENC/NEER. OESCR!Pncw. CARLSBAD cqyma AICWUAIENT I J028. BRASS 0/SK IN IIELL AION/JAIENT ENGINEER OF WORK GfESS;, r-,-:-,r,,,,-::t-r:~.-P"'~.-t-..--=:-:~IS=-Es::::H:::E:;;;ET;;;;S,;-1-;;2,. RE=PLAC-;-;;;E"SH'-=EE"°T"S ........... 3..-;---t-----r-----itc:/t,,7t ",gc-t---:-.:%-:;-<;,----1 LAND DEVELOPMENT ENGINEERNG 1\~ ~ 27 ALL SI.OPES SHALL BE IRRICA!FO, STABH.IZEO, PLAN!FO. ANO/OR HmROSEEDEO. llf!HIN STAVPEO LS /J2/ K D. D0 t~~j'.::::'.~1~~VIS~Etl',£T~~AJ~N~N~G1W~All~S~;RE:l/~~ISE~S~JA~l~~~~1==1==t~~t:=~ ~~~~~~~~~::.:===:=:::::::::::=::::::::==::.:=::::1:~~2:~-!FN (10) 0Ars rF !HE nAIE llflEN EACH Sl.il"E IS BRO/JCHT TO CRAOE AS SHOWN ON ,V_,,, I GRADING PLANS FOR ~ !HE APPRowo. CRAOINC Pl.ANS LOCAncw. APPROX 750' l#fS!FRL Y rt 800' NQ'i'!HERL Y ALONC A 0/RT !RAIL FROAI m, 'i-P LOT 9 0[1CI llllll[NT 11£STIN HOTEl ANO TIU[C'lHIJC" il\ 28. LANO.SCAPfNC SHALL BE ACCOVPl./SHED ON ALL SI.OPES ANO PA0S AS RE()IJ!RE0 BY !HE ll(S!FRLY ENO lf !Hf CANNON ROA0 BR/OCE, [N G/N[[RING No . 45629 O 2: Z1 '7 Rpp RE VI SE JffEETS I, 2/.r,ID f/.EfLACf. S//UT It;: .½PD YLLvrll Ill. II JrlMC.
CITY {F CARLSBAD LANO.SCAPE AIANUAL, !HE LANO.SCAPINC PLANS FOR lHIS PRo.ECT, P/1.Df •~eo 12' IV'-WATERIATE~A L; (/.f;L6Cl,r£ TITLE SHEET 8, ORAl/fNC NO 195-ll , ANO/OR AS OIREC!F0 BY !HE CITY ENC/NEER OR Pf_ANNINC RECOROEO.· CITY QC CARLSBAD O'i'!HOPHOTO A/APP/NG ORAllfNC NO 296 5 LAND PLANNING • ENGINEERING • SURVEYING W,He/1. St/lVIC. LJcT!AA~J;fl.eloVtBvrri/lf/..'( GR2Dl6-000Z GPA l4-OJ
b /J/RECTOR. 4 40 STATE PLA CE, ESCONDIDO, CA 92029 C/V\\. VA-LYE
., 29. !HE 0IINER/APP!.!CANT SHALL INSIIRE !HAT ALL CON!RACTORS SHALL m::l'i'OINA!F !HE ELEVAnON. ~"-'8,~7¢:_'8~--0Al/JAI.· NCW 29 PH (760)745 -8118 FAX (760)745-1890 f<J)/) ~ ~E V/5£ ~HE/iH2-1l:f'.EV IS'~VTILITf L,HERALr,
ss IRRICA110N Pf_ANS ANO !HE !AIPR0lf'AIENT PLANS AS RE()IJIREO. FOR !HIS Ht:wK IN // ./ L .' ,I --• /. , / /ZOO WALLS, STO l'-M P/lAIN, A""A PIU/N
APPROVED : JASCN S. GELDERT
___ _f~~..L!.~~-----JZ ,/1 · l-O{C.
CITY ENGINEER PE 63912 EXPIRES 09 30 18 DATE ~ MW/( OF !HES£ CRAOINC Pl.ANS 1/f!H !HAT SH0IIN ON 801H !HE LANO.SCAPE ANO A /;v
~ .~O~~ 17'°8 //6 /?tJJ:J ,/0.0 TtHl'o~?J,'5/(ChN6Pt.ANS Sl{£Er.5 24-30 5 -&~( -5$ J ,15,17. ::::s,,; _ . DWN BY: MK PROJECT NO. DRAWING NO. ~ ROBERT □. DENTIN O DATE INITIAL DATE INITIAL. DATE INITIAL CHKD BY: ~6,fr
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0 DESCRIPTION DETAIL/STD DRAWING
IJ£MO,/R9IOVAJ.. NO'/ES
I
2
CURB REMOVAL
PCC WALKWAY REMOVAi_
N/,4
N/,4
J SAIK:UT
!RENCH RESURFACING CITY SID 0/IC NO GS-25
SUi'FACE M'ROWJENlS NO'/ES
II
12
13
6'' CURB
6'' CURB ANO GI/TIER TYPE G
,f' C()'{CRETF Sl0£WALK
OR//£WA Y APR()'{
SORSO G-!
SORSO G-2
SORSO G-7, RN/SH PER LANDSCAPE PLANS
CARt..SBAO STANDARD GS-20
!5 PA 11NC, AC ,,. (FOR OR//£WA 15; 1RAmc 5££ SC¥LS REPORT
!NOEi' = 6'. 0)"
16' CL.ASS II A.B. 9.5• (FOR OR//£WA IS, !RAmc SEE SC¥LS REPORT
INDEX = 6'. 0)"
17 J FT 0££P !RUNCATFO OCMIES PER LATFST EOIT1C¥V OF ADA
18
19
20
21
22
2J
2.Jo
2.Jb
24
25
25o
26'
27
28
29
JO
PERAIEABII PA/£RS ORCO AWA-BRIC TIP£ I OR APPR0/£0
EWA/., SECT1C¥V PER DETAIL SHEET 6', 5££
LANDSCAPE Pt.ANS FOR RN/SH
RETAINING WALL (SEPARATF PERAi!!) PER BU/LO/NG Pt.ANS
RETAINING WALl (;;li'Al1TY SORSO C-9 REQ'C¥VAL STANDARD (;;li'Al1TY WALL T'IPE-B
T/'PE-B SORSO C-9
RETAINING WALL, CAIU SORSO C-5 REQ'C¥VAL STANDARD CAIU T'!PE 5 SORSO
C-5
RETAINING WALl ANCHOR TYPE ANCf/OR WALL PER SPECIAL DESIGN SEE
DETAILS SHEETS 19 -2J
RETAINING WALL, CAIU SORSO C-,f REQ'C¥VAL STANDARD CAIU T'!PE f SORSO C-.f
RETAINING WALL, Cl,IU SORSO C-! REQ'C¥VAL STANDARD CAIU TYPE' SORSO c -r
RETAINING WALl CAIU SORSO C-J REQ'C¥VAL STANDARD CAIU TYPE J SORSO
,1· OECORA11/£ CCWCRElF SlDEWALK SORSO G-7, RN/SH PER LANDSCAPE PLANS
,f' !HICK 0G PA!H SEE LANDSCAPE Pt.ANS FOR RN/SH
ART/RC/AL TURF 5££ LANDSCAPE Pt.ANS FOR RN/SH
DECORAT!/£ PA/£RS 5££ LANDSCAPE Pt.ANS FOR RN/SH ANO TYPE
OFPA/£R
PAl1NC, AC ,f' (FOR PARKING STALLS, 5££ SC¥LS REPmT
!RAmC hV0£X = 1.5}"
CLASS II A.B. .f' "(FOR PARKING STALLS, 5££ SC¥LS REPORT
!RAmC INDEX = 1.5}"
RETAINING WALl T'!PE ! REINFORCED REQ'CWAL STANDARD T'!PE ! SORSO C-!2A
CC¥VCRE1F SORSO C-!2A
BROW DITCH, T'!PE B REQ'CWAL STANDARD TYPE B SORSO 0-75
PRYYA STarJI
Jg
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,{!
42
,/J
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-15
!6'
,{7
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-19
50
51
52
5J
5-1
55
56'
57
58
59
77
78
79
80
81
TYPE A aEANO/JT (.f'..r'5')
T'!PE A CI.EANO/JT (lxl'
AIOOIREO CURB 0// fl.ET
.f' AREA DRAIN
SORSO 0-9, TIP£ A-5
A--1
SORSO 0-25, TIP£ A, 5££ DETAIL SHEET ,f
SlOI/X Cf/!EF ,f' DRAIN
I' p;c PERFORATFO PIPE 5££ DETAIL SHEET 17
J' SO P/,C SOR 35 SORSO 0 -6'0
I' SO p;c SOR J5 SORSO 0-6'0
6'' SO p;c SOR 35 SORSO 0-6'0
8' SO p;c SOR J5 SOfj'SO 0-6'0
12• HOPE SORSO 0-6'0
!8' HOPE SORSO 0-6'0
SI/PER PIPE UNOER WALK DRAIN, 3• X !7' AIC¥Jil P-J/7, MANUFACTURERS
SPEC/RCA TIC/NS
RIP RAP ENERGY OISSIPATOR AIOOIREO SORSO 0-#J, NO J BACKING
2.fx21' DRAIN BOX, SEE Pt.AN FOR IIHE!HER OlOCASTlE PRECAST 2.f2.fJ,F IIHEN LOCA!FO
A !RAmc CO,D? OR !RAmC (;;li'A!F IS IN !HE S!REFT, 2.f2,{V I/HEN LOCA!FO IN
REOl!IREO LANOSCAPINC, SEE Pt.AN FOR IIHE!HER A
!RAmC CO,D? OR !RAmc (;;li'A lF IS
REWIRED
J6'xJ6'' DRAIN BOX
BIO-RL1RA11CW FAC/L/11ES
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6'' SO CIIANO/J T
HEADWALL
ANCI.EO HEADWALL
J6'' HOPE
21' HOPE
f • LANO SCAPE AREA (;;lrA lFS
"8x.f8' DRAIN BOX
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RIP RAP ENERGY OISSlPATOR
OlOCASTlE PRECAST J6'J6'J,F IIHEN LOCA!FO
IN !HE S!REFT, J6'J6'V I/HEN LOCA!FO hV
LANOSCAPINC, SEE Pt.AN FOR IIHE!HER A
1RAmC CO/ER OR !RAmC (;;li'A!F IS
REOll!REO
SEE DETAIL SHEET 17
SORSO 0-6'0
SEE DETAIL, SHEET!!
TYPE 8, SORSO 0-32
PER DETAIL SHEET I
SORSO 0-6'0
SORSO 0-60
NOS GREEN A !RIUAI (;;li'A lFS-AIOOEL /75
OlOCASTlE PRECAST, 1/fTH CUSTOAI
KNOCKOl!T FOR 12' PIPE
SORSO 0-6'0
SORSO 0-!0, NO 2 BACK/NC
SYM
0000000000
0000000000
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c:::::> c:::::> c:::::>
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OUANTITY UNIT
50 LF
1500 SF
-5{} LF JI ,,,----.,,,-v-----,__
-35& -259 217
!J5J LF
! EA
9,800 SF
9,800 SF
!20 SF
1,555 SF
!20
J250
-IJ()
!20
.f50 SF
~
/,!8J SF
2,05J SF
1,890 SF
5,200 SF
5,200 SF
6& LF
256'
I EA
,{ -3 EA
! EA
58-+J EA
20.f-19-3 LF
~ L
710-?90
16'9 -i'-30 LF,
75 LF 0
0
0
0
0
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EXIST.
RESORT ANO
CONFERENCE
FACILITIES
---'
SCALE !' = 6'0'
~ ~,~ "'"" ~""'-"--....:: ;::-...:
INOEX MAP
------ -0 60 /20 /80 210
LEGEND CONl
DESCRIPTION DETAIL/STD DRAWING SYM QUANTITY UNIT
50 SF SAMTARY SDIEH NO'/ES
BEA
6' EA
,f,2.18 SF ~ J EA
2 EA
I EA
89 LF
J6' LF
5 EA
2 EA
-19 LF
JO SF
6'0
6'!
6' p;c SOR-J5 SEll£R LA !lRAL {PUBLIC)
SEll£R MAIN Cl.FANOUT (PUBI.IC)
CITY S-7
CITY S-6'
--s --
0
lfA !Eli/ffrE NO '/ES
70
7!
72
73
RRE MAIN (PV!) PER SEPARA!F PERMIT. SHOIIN
FOR REFERENCE CWL Y --FM---
00//Bl.E Cf/ECK OE!FCTOR ASSEAIBI.Y (PV1) PER SEPARA !F PERMIT, SHOIIN
FOR REFERENCE 0\/L Y
2 • WA !FR SERl1CE LA !FRAL (Pl/Bl.IC) CITY lf-,f --w--
!.5' TURBO lfA !FR AIE!FR (PUBI.IC)
2• /RR/GA 110N SERl1CE LA lFRAL (PUBLIC)
CITY lf-f
CITY lf-,f ---RW ---
ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8 11 8 FAX (760)745-1890
~J----57
,f,{ I F
2 EA
28 LFg
'' PRELIMINARY SllJCllJRAL SEC110N SHOIIN C¥V Pt.ANS PER SC¥LS REPORT. RNAL STNIJCllJRAL SEC110N TO BE OElll?NINElJ BY R-VALUE lFSllNG
AFTFR CONPI.E110N CY CRAOING. ROBERT 0. DENTINO
RCE: 45629
DATE
LOT 7 IMP f5!/Q2
SYAIIJa.S
DE SCRIP 11C¥V S!1.IBOl
PROJECT
R/lf
BO/JNOARY
RIGHT-OF-WAY
OA /1.ICf/7/(;;lrAOING LIAIIT LINE
SURE RATIO
EXIS 11NG Al/NOR CON TOI/RS
EXIS11NG AIA...tl\' CONTOI/RS
PROPOSED AUNOR CONTOI/RS
PROPOSED AIA...tl\' CO/IN TO/IRS
TOP/TOE OF SI.OPE
wa-x (£ SHEETS
SHEET I -11TlE SHEET
SHEET 2 -INDEX
SHEET J -AOA DETAILS
SHEET .f -DETAILS
SHEET 5 -RETAINING WALL INDEX
SHEET 6' -GP EAST
SHEET 7 -GP 11£ST
SHEET 8 -GP COI/R TYARD
SHEET 9 -GP COI/RTYARD DETAILS
SHEET 10 -SO LINE A
SHEET I I -SO LINE B ANO C
SHEET 12 -SO LINE OE ANO F
SHEET !3 -AREA ORA/NS -BAIP-3 <l' BAIP-5
SHEET U -AREA ORA/NS -BAIP-! <l' BAIP-f
SHEET !5 -U11LITY Pt.AN
SHEET 16' -OIAIENSICW CCW!ROl
SHEET I 7 -BAIP DETAILS
SHEET 18 -11£S11N HO/El FO/JNOA 11CW Sl!F Pt.AN
---fl
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5.5' 8.5' 20' 20'
-1 "".,,. ~
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PER SORSO G-7
0
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THE CROSSINCS ORI~ (EXISllNC)
TYPICAL SECllCW
NOT TO SCALE
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2 :1
R/lf
5.5' 2.5'
EXIS11NG
!2.5' 5' PCC SlOEfALK
PER SORSO !J-7
EXIS11N;
CURB ,4VO CUT!FR
PER S.tR.S.O. G-2
(T'!P)
S!1.IBOl OESCRIP 11CW
82
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w
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PRa'OSEO PRIVA!F RRE COVNEC11CW/1'IPING 8/J/LT PER SEPARA!F PLANS, SHOIIN FOR REFERENCE ONLY
PRa'OSEO PR/VA lF WA !FR SERl1CE BUil T PER SEPARA IF PLANS, SHOIIN FOR REFERENCE CWL Y
PRCFOSEO PR/VA lF SEll£R LA lFRAL BUILT PER SEPARA lF PLANS, SHOIIN FOR REFERENCE CWL Y
PRCFOSEO PUBI.IC RECI.AIAIEO lfA 1lR LA TFRAL, BUil T PER !HIS PLAN SEE SHEET 15
PRIYOSEO Pl/Bl.IC WA 1lR MAIN LA TFRAL, 8/JIL T PER !HIS PLAN SEE SHEET 15
PRIYOSEO PUBI.IC SEIi£/? MAIN IA !lRAL, BUii T PER !HIS PLAN SEE SHEET 15
EX!sr?NC Pl/Bl.IC lfA !FR MAIN
EX!sr?NC PUBI.IC SEIIER MAIN '' A s
EX!sr?NC PUBI.IC RECI.A!AIEO WA 1lR MAIN BUil T"
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2 EA
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GATF VA/_ 1£
1HRIISTBUXX
CltY 11'-!6
arr w-15
0 DATE
INSPECTOR DATE
I SH2EET I CITY OF CARLSBAD I SHEETS I
t---+-----1-----------------+----+-------i-----+----< LAND DEVELOPMENT ENGINEERING 30
t---+-----1-----------------+----+-------i-----+----<
t,/U
DA TE INITIAL
ENGINEER OF 'NORK
fXJ ltnl 2.Jo 4 .ob. NEWS£ QtJANlllY. REWSE /NOD' NAP
1/flfSE QIJANHTY
ADI) LEGEND /!DIS 82, &,f 8,i; REWS£ llEAI ,f
RF/11SF OUANT!llFS· RFVISE INDEX' MAP
/ ADO !EAIPORAR Y S.-IORING PLANS TO INDEX'
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
LOT 9 ffl!FIENT l:S~ HOlEL AN) lll~AAE:
APPROVED~
CITY ENGINEER PE 63912
OWN BY: MK
CHKD BY: jf.
RVWD BY:
INDEX
CPA 14-03
'/ JASON SBJ&T
EXPIRES 09 30 18 DATE
PROJECT NO. DRAWIN G NO.
CT 14-08 496-2A
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CRAOE BREAK SCALE 1•=5' ---- -------------
---------------
1RUNCA TEO OOAIES -------------
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v?LLA 80
BASEAIENT f1NISH FLOOR= 2/7.50 lff!H
SEE R2 FOfi'
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LEGEND
0 DESCR/PTTON
ODIO/REMOVAL NOTES
! CURB RO/OVAL
2 PCC WALKIIIA Y REI/OVAL
3 SAIIWT
SURFACE lllf'ROIBIENIS NO!ES
!! 6• CURB
12 6• CURB ANO CIJl7ER T'tP£ C
!J 1• Ct:WCRE!F Sl/)£/IIAI.K
U Oli'ftrl/lA r APRCW
!5
!6
!7
20
2!
26
27
28
PA lWl/6; AC /. (FtY? Oli'ftrWA rs. lRAfFC
~x = 6.0)"
CLASS II A.8. 9.5• (FtY? Oli'f'£/l'AYS. TRJHIC
~x = 6.0)"
3 FT OEEP TRUNCA lFO OOIIES
RETAINING WALL, CRAWTY SlJHSlJ C-9
T'IPE-8
RETAINING WALL, CIIIJ SIJRSIJ C-5
0£CtY?A 1ltr PA /£RS
PAlWl/6; AC ,1• (FtY? PARK/NC STALl!i
TRAFRC /N0£X = /.5)"
aASS II A.8. ,1• "(FCW PA,ill1WC STAL'.$
TRAFRC /NO£%= 1.5)"
- -------------
PCC AC
_nDEWALK L ELEVATION LEVATION
STANDARD
6" CURB
PER SDRSD
G-1 .,
VARIABLE HEIGHT
CURB DETAIL
NOT TO SCALE
ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FA X (760)745-1890
Ai,o__A!{-
ROBERT D. DEN11NO
RCE: 45629
DATE
5 !O 15 20
ADA RAMP DETAIL KEY MAP
"AS BUi l T"
~J~
EXP.
INSPECTOR
DATE
DATE
l----l---+------------t---t----t---;--, I SH3EET I CITY OF CARLSBAD ( ~HE3Ei
~:=:=I___L::::::::LA::N::::D:::::::D:::EV::::E:::L::0:::P'::M::::EN:::T:::::::E:::NG::::l:::N::EE::::R::'l~::::'G:::::::~~:;:;;;;;;~,f"
GRADING PLANS FOR:
LOT 9 II\{UFtlNT l:SllN H01£L AND TIME~AAE
ADA DETAILS
GPA 14-03
l----+---+----------------1----+---+---t---1 ~A=P==P=R=o=vE==D=,==7,'-/:=.=fr.=;=:,=...,::;:_=,=,_===cJ=:=A::,:SO"'~=,;:s=. ~G;:;EL=;D:==;=E=;:;R~T7
---....';L.~~~~~---::-:--;:-::---::-~, t1· l..Q Ii,
DATE
11.EVtrE 1/TLIT'I ur,AAtf PETA/I. m MAP W,!LL \r'Z'l-17 JLR
FOOTINGS CITY ENGINEER
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISID N DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: MK
CHKD BY: l'f Ptll
RVWD BY: Sffei
PROJECT NO.
CT 14-08 I DRAWING NO.
. 496-2A
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CW IIPPROIEO EOUIIL
PROPOSED o• CURB OIERFLOW STRUCTUR£
ANO !.IAIN!FNANC£
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. . . . . . . . .. . . • . . . . . . . •'
5• PCC 0/iOr Nl/ll',£. PR£l.MIAVIIRY
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5• PCC OIEN Nllll',£. PREL/11/NIIRY
SEClllW PER SQILS REPCWT Fa? PCC
PAI-WC, SCYLS £NC/NEER TO
P£RFa?f,I R-VALUE !FST IN THE
RELO TO CtlVRRM.
. . . . ..
2• ii 0/i'lflCE AT EL 244 50
. . . . . .
•
F,,;:---!' THICK OPEN Cl?l/0£0 BASE
! ' CY/I. PERFCWII !FO pi,c SCHEOUt.£
!O PIP£ CtJVNFCT 0Ull.£T TO
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l)~!fKE !'LA TE ,l(ITES:
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HDtES HAVE 8E!N P/IJLLEO
3. a ODY! O~T 84 rroM Of CkTCH 8,451/1'
10 f'/ldYl/1£ fLOT /'di/ I /2' OF /LAT!
&i4W ~CE (I' NICEISMY)
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BOTTOII ANO S/O£S OF OPEN
CRl/0£0 BASE
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BETWEEN LINER ANO
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0
ffl?l(FAR{f PAWS SECUQV 8-8 ()£TAIL
NOT TO SCALE
LEGEND
DESCRIPTION
SURFACE IAIPROIIDIENTS NO!FS
12 6" C/JRB ANO CL/TIER T'tP£ C
15 PA/1/VC, AC 4' (FOR OR!IEWA YS; TRAmC INDEX -6:0)"
16 CLASS II A.8. 9.5• (FOR OR/lfWA YS; TRAFflC INOEX -6:0)"
PRIVAlE Sll¥rN MAIN NO!FS
PAIERS TRANSITION
TRANSITION
TO 8' CURB
~---'c----.,.-------.'sc::-7 TO 8" CURB
J.!/7' ,. 75'
RIP RAP LINED-~---~
ORAINAC£ PATH
PER DETAIL
THIS SH£ET
Sl0£WALK
Pl.AN ~EW
NOT TO SCALF
"AIOLITH OPEN/NC fJ CLIT!FR (INLET)
TO 8£ STANDARD 0-25 OPEN/NC
SEcncw ~Ew
GI (AIOOIREO SECHON 8-8 PER f)-2.5}
'c.Y NOT TO SCALE
41 IIOO/fl£0 CURB 0/JllET
NO
1
2
J
STORM DRAIN DA TA (13500)
OELTA/BRC
N64 ¥J'.5Jt
IV54¥J'.5Jt
N2576'07·w
LENCTH REMARK
1800 4 · PVC PERF PIPE
1800 . .
750 ..
4"-6" CLEAN-WASHED ROCK_.-,
UNDERLAIN BY CEO!FXTILE
FABRIC (!.IIRAfl OR
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l---+--+--------------t---t---t----t---1 I SH4EET I CITY OF C ARLSEAD "SHE3ETOS
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GRADING PLANS FOR
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R£14SE SHEET TOTAL
REVI SION DESCRIPTION
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RCE: 45629
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DATE INITIAL DATE OWN BY: M~ PROJEC T NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: -.J,1-
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ENGINEER OF WORK
EXCEL [NGIN [[RING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESC0ND/00, CA 92029
PH (760)745-8118 FAX (760)745-1890
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<t-D. Dq&~ ~ ~\~ ~ No. 45629 °B~
MATCHLINE SEE SHEET 9
,. rllO't&2I ~ AlltJ lll'RrJtEJENTS &W
PA/ial.S A AND 8 N Tl£ CITY (T ~
COUNTY fT SAN am::! STATE fT ~ TO
BE catS11WJCIE1J ...u:maw; TO CDfTIFTCAlE fT
~ A/Al 16-0II. FUD N TIE fHICl fT
Tl£ COIHTY Rl"COIIDER fT SAN DEPO COIHTY.
DA lE ill!mnz.t-12,115,176 (PMtB. A)
IJOC ~ 21I-Oll8I/JB1
DA lE ill!mnz.t-12,/15,/16 (PMtB. 8)
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INSP~ DATE
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1---+----+-----------------1i------t--;----i-------t ~ LAND DEVELOPMENT ENGINEEFING 30
l---t----+-----------------1i------t--;----i-------t
GRADING PLANS FOR:
LOT 9 ffi(Jll(NT 15fN HOIB. AN) TME~ARE
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GP COURTYARD
GPA 14-03
C/V\\_ ~ 12 78 78 RDfSE CVRB. REI.IOI£ !RASH APPROV~ ~,,./ JASON S. GELDERT or Cf\\..\"-ENaosuRE Avo Aoo cARr PATH F'oB, _,..._ ~ d &/ s /t z/t?
,,,,:;:74 ,,.. _ /) ~ THIS SHEET RfPLACES SHEET 8 APPR0/£0 CITY ENGINEER PE 63912 EXPIRES 09 30 18 DATE '
/~c:.,.-,/-=---8_/(5:/9 6 78. 77. REUSE S!A!RS llf!H AOA RAI.IP DWN BY: MK PROJECT NO. DRAWING NO.
RO~ER T D. DENTINO DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: .j.<;_ ~ L-----------------------------------------------------------------_;,R~CE:=.4~5~62:9..,;, _________________________ .J:E~N:Gl:NE~E;R~OF;.:WO~R:K~---R~E~V~IS~l;O~N..;;D;E;S~C~R~IP-T~l;O~N----~O~lH=E~R~A:PP;R~OV;A~L.L.~C~ITY;;.::A;PP;R~OV~A~L.Li~R~VWD~~B~Y~: ~~~~--CiiiTiiiiii1iii4iiiiiiiiiOiii8iiiiiiiiiiii~4•9_6 __ 2_A..,:
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LEGEND
0 DESCRIPTION
SUiFACE M'ROIBENTS NOTES
21
29
RETAIN/NC WALL CJl(J SORSO C-5
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ENGINEER OF WORK
EXCEL [NG/NEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA 7E PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
ft~J~
ROBERTD. DENTINO
RCE: 45629
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ADA RAMP LANDING DETAIL 8
SCALE 1· = 5'
SEE SHEET 8 FOR LOCA 110N
DATE
DATE
I SH9EE T I CITY OF CARLSBA.D I SHEETS I 1----1------+----------------1----t--+---+------1 LAND DEVELOPMENT ENGINEERNG 30
l-----11----+----------------t-----t---t-----t-----i
THIS SHEET REPLACES SHEET 9 APPR0/£"0
12 78. 78. AOt DETAIL · RE/lfS£ CO/ITYARO
LANOSCAPINC .'TA TURES
THIS SHEET RE0LACES SHEET 9 APPR0/£"0
6 '28. 7 7 AOO DETAILS: RE/lfS£ AREA ORA/NS
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVl~ION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
LOT 9 !00.(FtlNT '1S11N HOlll. Atl 11ME~AR£
GP COURTYARD DETAILS
GPA 14-03
APPROVED~ /") ,1/ JASCN S. Gf;LDERT
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CITY ENGINEER PE 63912 EXPIRES 09 30 18 DATE
DWN BY: MK
CHKD BY: 1 [P
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PROJECT NO,
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LEGEND
0 DESCRIPTION DETAIL/STD DR/WING
PlilYAIE Slaill MAN NOTES
,I{/ TrPE A CLEAN{}{JT (Ix/') SORSO 0 -9, T'tPE A-I
5J .J6',y.J6' DRAIN BOX Ot.0CAS!l£ PRECAST .J6.J61F IIHENllX'AfE0 IN THE
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CRATE IS REOLIIRE0
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ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
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ROBERTD.DENTINO
RCE: 45629
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!HIS SHEET laPLACES SHEET 10 OF !HE
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ST&AI ORA!N PRC¥JL£ A, WALL PIP£ OETAIL
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APPR0/£0 !2//9 76. R£14S£ ST&AI ORAIN LINES
A, B, £, &-F,· AOO BROW 0/ TCH
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
GRADING PLANS FOR:
LOT 9 II\fl(NNT '1Sffi HOlEl. Ml TIE~M:
GR201 6-0002
APPROVED:
CITY ENGINEER
OWN BY: ,d4Ji
r-D_A_TE~_IN_ITI_A_L-+-_D_A TE_~IN_ITI_A_L_. CHKD BY: _<;_j,).:_~~
DlHER APPROVAL OTY APPROVAL RVWD BY:
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LEGEND
0 DESCR!P T!ON .
PNIVAlE S'RRII lARAIN NOIES
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HORIZONTAL SCALE 1": 20' !
~TICAL SCALE 1":4'
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1.0'
LENGTH
29.J6'
27./6'
727J'
25. 44'
97. 48'
25.58'
20.5,f'
15.00'
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LOCA170N OF ELBOW AS SHO/lfv ON PLANS
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ENGINEE R OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINE.ER/NG • SURVEYING
440 STATE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
ROBOOD.DENTINO
RCE: 45629
DATE
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f/£1,/0VABLE 2 PIECE OR/f/CE PLA ff
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Cl/00>£" IN BOTTOAI {F AIANHa.E FOR
PLA 7F BELOW OR/f/CE Ha.£
12• HOPE OIJT-flOW
PIPE SO LINE E-1
ORIRCE PLATE DETAIL
NOT TO SCALE
ENGINEE R OF WORK
EXCEL £NG/N££RING
LAND PLANNING • EN GINEERING • SURVEYING
440 STA TE PLACE. ESCONDIDO, CA 92029
PH (76 0)745-8118 FAX (760)745-1890
~v--4---
ROifERT 0. OENllNO
RCE: 45629
DATE
~ClfESS/G1,,;: ~ 0. O~c::;
~o ~ ~ Cr No. 45629 O
C/V\I_
LOT I
,15·
STA I-!-
PLAN PRIVA TE SD LINE F
SCALE 1": 20' ---------0 20 ,f.0 fi0 80
LEGEND
0 DESCRIPTION
PfrlVAlF SllW !RAN NOIES
-10 Tiff A CLEANO/JT (-fx-f}
5J J5xJ5' DRAIN 80,1'
55 :..JD-CifAN,
&. 31 T1fE A--5 CLEA111vr{,f'xs?
71 46'x4l "{)f?Alf BOX
A._
,
~ SD KEY MAP ~ SCAI£ 1· • 100'
"AS BUil T"
~y~
EXP .
RE~
INSP ECTOR /
DATE
3,-/-?..i>
DATE
~ CITY OF CARLSBAD ( SHEETS
1----1----+--------------------11-----+---+---+----1 ~ LAND DEVELOPMENT ENGINEERl~G ~ :i ~30
~G::::R=A:::D:::IN~G~P~LAN~S~F:::O~R::::: ::::::::::::::::::::::::::=:::::::::==::::::::::f:_~~~~~~,llf
C r f n f?/?t?
STll IICTUIIE , liTA UGEIIO
DA TE INITIAL
ENGINEER OF WORK REVISIDN DESCRIPTION OTHER APPROVAL CITY APPROVAL
LOT 9 ffilFIENT lCSffi H01Il 00 Tlll~ARE
APPROVED:
CITY ENGINEE
DWN BY: ---J4-_
CHKD BY:~
RVWO BY:
SOUNEDEANOF
GPA 14-03
PROJECT NO.
CT 14-08
I DRAWING NO.
496-2A
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AREA DRAIN DATA
BEAR/NC
N-ISW'oO "w
N!JOW'oOT
N-ISW'oO'W
NOOW'oOT
N!JOW'(J(J"l"
N89'59'55T
NOV'5'W
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NOOWWT
N90W'oo"E
NOOW'oot
NOOW'oOT
N.90W'oOT
NOOW'oo"E
N90W'OO"E
N!JOW'(J(J"E
N-15W'oo"E
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N90VO'oo"E
N.90VO'oot
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NOOW'oO"E
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NJOW'o5'W
N90W'oot
N{)()WWT
N90W'oot
LENC!H REA/ARK
5.20' 8' P/IC' ti f. 00%
21.86' 9• pi,r; ti 1. oox
9.86' 9• pi,r; ti 1. oox
9.19' 9• pi,r; ti 1. oox
9.88'
• ,,_
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J{KJU ,,. pi,c IJ 200%
11.(),I' 8' P/IC' II 1. 00%
1a21' 8' P/IC ti 1. OOX
11.50' -1• P/IC O f. 00%
1a21' -I• PW:: IJ !. 00%
1.8.J' 8' P/IC ti 1. 00%
J. 00' 9• pi,r; ti J. -15%
9.96' ,,. pi,c IJ 200%
5.05' ,,. pi,c O 200%
16. 00' ,, • pi,r; " J. -15%
7.U' ,,. pi,c O J. -1.5%
29. 00' 8' P/IC' ti f. OOX
!6.67' 8' PI-C fJ !. 00%
5.37' 8' PVC fJ !. 00%
9.()()' 8' P/IC II f. (}()%
1202" -I• PVC IJ f. 00%
J.25' -1• P/IC IJ !.00%
9.00' 8' P/IC ti f.(}()%
11.10' I• PI-C ti f. {)()%
J.25' ,,. pi,c IJ !.00%
6.8.J' 8' PVC IJ 1.00%
6.83' ,,. pi,c O 200%
tj
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26276 IE
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12 261. 00 TC
26279 IE
12 263.5! TC
26283 IE
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BMP-5 AREA DRAIN PLAN
SCALE 1• • 1o'
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NOOWW"E I.BJ" 8' P/IC ti I.{)()%
N!JOWWT ff.()()" 1• P/IC II f.OOX
NJOVO'o5'W J.25' ,,. pi,c O !. 00%
NOOWWt 1a2r 8' P/IC II I.{)()%
N90W'oot 250' -1• P/IC fJ a87%
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M"SllN Hom
\
BAIP-5 AREA ORA/NS
SEE THIS SHEET
AREA DRAIN
KEY MAP
SCALE 1" • 100'
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26.189 TC
, 261.77 IE
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'-SEE SHEET 177-f'_, "
7
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257.-1/ IE 12
ENGINEER OF WORK
EXCEL EN GINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1 890
~D~
ROBERT D. DENTI NO
RCE: 45629
I
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DA TIE
NO
~
4
f,I;
~
4
(51:l
~
';
~
~
~
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!' THICK 9/! BONO!F% RUBBER !i'fEETlNC
IIRAPPEO AROUND PIPE THROUGH EN 11RE
THICKNESS OF THE WALL
!6x!6 • WALL ll'l:NINC
CEN!FREO ON PIPE
SORSO T'rPE C-/
WALL PER PLAN
PIPE IE=2/7. 13
------TCY' OF F0011NC EL=2/JOO
,o· pve l'IPE PER PLAN
WA LL PENETRATION DETAIL
~O SCALE
flLL WALL mo
llfTH CROUT
BMP-3 AREA DRAIN PLAN
SCALE 1• • 1o'
\ \
\ \ \
I
AREA DRAIN DATA AREA DRAIN DATA
BEAR/NC LENC!H REVARK NO BEAR/NC LENC!H REA/ARK
"'-''<9.~R"w ✓-~· • • p,,.,. "' • ---,. 6 N-1.5V0'/2"E 2278' 9• pi,c ti 1. oox
""'-" '62 N#'59.'l8'W 26,f' ,f • PW:: IJ 2!. 5.1%
Nlli'W-12"■f !5.~'-1' 9•-pvr: t1~5;,:r
N89'59.'l8'W J.87' ,1• PI-C O !6.57Z ~ N-l.5VO'l2t 2221' 9• pi,c ti 1. oox
N/,/'59.'l8'/I' 26,f' -1• P/IC ti 2!. -19.%
NOOW'/2"E 1a71' to• PIC ti 25.2% ~ N./SV0'/2"£ 21.25' 8' P/IC ti !. {)()%
N89'59.'l8'W J.87' ,1• P/IC ti 19. U% ~ N-ll'59.'l8'W 15.01' ,/ • PI-C O 5. 8.1%
NOOW'/2"E 11.19' 10• PI-C ti 25.2% ~} N-1.5W'/2"E 129.9.' 9• pi,c ti 1. oox
N89'59.'l8'W 26.72' ,,. pi,c ti 1J.J2% ~ N./SV0'/2"£ 2J.26' 8' Pf,!;' ti !. 00%
NOOTJ0'/2"E 7.7-1' 10' PI-C ti 25.2% ·---~ 6. ' R'P.'""'"~
N#'59.'l8'/I' J.00' 10· pi,c ti 3ll9-IX
N-1.5V0'/2"E 11.7-1' -1• PI-C ti 2 (}()% /; NOOVO'l2"E 5.9.2' 5• pn; ti 1.00%
N89.'59.'l8'/I' 8.87' 1• PI-C ti J.95% " N-l-1'59.'l8'/I' 7.8,f' 6' pi,c ti 1.00%
Nl/'59.'l8'/I' 11.71' 10• PI-C ti 38,9.-1% ? N-1.5W'/2"E 5.07' ,,. pi,c ti 200%
N-1.5V0'/2"E 1a52' ,,. pi,c ti J.J. #J%
N/,/'59.'!8'11' f.-17' 10• PI-C ti 38,9.-1%
17.
~ " J N/,f:,gf9-w 2!.:JJ' 5· pi,c o 1.oor
N/,/'59.'l8'/I' 1.16' 10· Pn: tJ 2oox (?ii N-1.5V0'/2"E J. 06' 1• PI-C ti 2()()%
' ,•,-,,_ "'' ,• p!K" a ,1. 7Jr
' N-l-1'59'l8'W 29.51' 6' Pf,!;' ti 1.00%
N57V9.'26"E l!.25' 3• Pn: o a5ox ',Q_; N-f-1'59'l8'W 2256' ,,. pn; ti f.00%
N8!'59.18'11' 8. ,f(J J' Pn: ti ,1._J.jj (; N-f-f'59.'l8'W ,a-11' 10· pi,c IJ 2 00%
0
12
15
/6
17
50
55
CONSll?UCTlON NOTES
DESCR/P TION
-1• AREA Oli'AIN
-I• S1J P/IC SOR 35
6' SO PIC SOR 35
8' S1J PIC SOR 35
SlJff1? Pff" /JNIJER WALK ORA.II-; 3• % 17
to• SO P/IC SOR 35
\
'
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'
\ \ \ \ \
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\ \ \ \
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~\\\ \ \ \
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'
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EXP.
REVIEWED BY:
INSPECTOR
DATE
DATE
(:fESS 11'.MJ;:,
K D. D~
~
fi! No. 45629 °B
~ CITY OF CARLSBi\D I SHEETS I
l---l---+-----------------1---l----l-----l------l ~ LAND DEVELOPMENT ENGINEERNG 30 :::===--============'-'====::
CIV\\. ~
OF ct,.\.\\
DA TE INITIAL
ENGlNEER OF WORK
!HIS SHEET REl'LACES SHEET !J APPROWO
12 78 78. RE/4S"E AREA ORA/NS
6 '28 7 7. RE/.1!£ AREA ORA/NS RE11SE STAIRS
/If 1H ADA RANI'
REVISON DESCRIPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL Cl TY APPROVAL
GRADING PLANS FOR:
LOT 9 IB{l.(Fl(NT '1S~ HOlEL Att lll~N[
Nf£.A DRAINS -BMP-3 cl: BIP-5
CR20!6-0002 GPA 14-03
APPROVE~ 0 _,,_/1 JASO.J S. G~LD~RT
&a _.,,..,...-_ ~ Bli'ijL,9
CITY ENGINEER PE 63912 EXPIRES 09 30 18 DA TIE 1
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY:
RVl'vV BY: CT 14-08 496-2A
...
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AREA DRAIN DATA
IVOO '(}(} '00 t 18 7J' 8' PVC ti !.92%
2
3 IV90'00'00T 18. -11' ,,. pi,r; ,, !. 00%
I.
6
7 IV90'00'00t 37.91' 8' PW: ti !. 00%
8 N90'00'00t !.50' 9• pi,r; ti 1. 00%
9 NGV'OO'OOT 15.29' -1• PW: ti !. 00%
!. NGV'OO'OOT 15.29' -1• PW: ti !. 00%
' NGV'OO'OOT !5.79' 8' PW: ti !. 00%
f. N90'00'00T 18-1!' -1• PW: ti !. 00%
I. NGV'OO'OOT 1a59• ,,. pi,r; ti ,. 00%
CONSTRUCTION NOTES
I
/ / /
/
' \
0 DESCRIPTION
-12
-15
-17 8' 5lJ pi,r; SOR 35
78 -1' 1.MOSCAPF ~A 61?A!FS
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\ \
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18 23105 TG
232.05 IE 1
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23!.35 TC I
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23!.!9 TG
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AREA DRAIN DATA
NO BEAR/NC LENCTH
I N90'00'00t
(l.,<I NOO'OO'OO'W
(<l N90'00'00"W
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~ N00'00'2fW
~ NW'OO'o8'W
IV!Yi'1H #ESTER!_ Y
CO/JRTYARO A~A &A/IVS
SEE THIS SHEET
1,. ,I,]'
J.75'
25.0.J'
J.75'
!9.8-1'
9.99'
J.9!'
6.66'
7.91'
5.96'
5.70'
J.5!'
2.83'
2.1!1'
J.5.5'
REA/ARK
8' Pf,!; ti 2. W%
-1• PVC ti 55.82%
8" PVC ti 2.W%
1• PVC ti 12.-l?X
8" Pf,!; ti 2. W%
1• PW: ti 1-1.32%
8" PVC ti 2.W%
1• PVC ti 876%
8" PVC ti 2. W%
I• PW: ti 6. 5.J%
1• PVC ti 6.5.J%
I• Pf,!; ti 2. W%
-1• PVC ti 26.87X
-1• PVC ti 12.86%
1• PVC ti 1Q65%
-
•
NORTHWESTERLY COURTYARD
AREA DRAIN PLAN BJIP-5 A~A &A/IVS
SEE SHEET !J
SCALE 1" • lo'
---- ---0 10 20 JO 10
AREA DRAIN
KEY MAP
SCALE 1" • loo'
V I
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s • s I
I I • '\l r
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8xlxl" TEE
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BEAR/NC
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IV8879'22"1r
IVOIWJ'.18"£
IV1!"V'l8"£
IV-15'00'oo"W
IV-f5'00'oo"£
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NOO'OO'oo"E
IV!IO'OO'oo"E
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IV.JO'OO'oo"lr
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WESTIN Hf/TEL I
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BMP-1 AREA DRAIN PLAN
SCALE 1" • 1o'
DRAIN DATA
LENCTH REA/ARK
1888' 1• PVC ti f.W%
85.5' 1• PW: ti f.W%
9.17' 1• PVC ti f.W%
22.22' -1• P/,f';' ti f.W%
16.36' 8" PW: ti UJO%
!6.!17' I• P/,f';' ti I. W%
20.7!' 8" PVC ti I.W%
39.W' e • PVC ti 7.92%
J.78' I • PVC ti 7. 03%
15.38' 1• P/,f';' ti I.W%
893' 1• PVC ti 1.W%
-1.22' 1• PVC ti f.W%
AREA DRAIN DA TA
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N90'00'00t
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N90W'OO'W
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BMP-4 AREA DRAIN PLAN
SCAl.E 1· • 1o'
ta.18'
2.51'
19.57'
16.65'
5.73'
If. 76'
16.88'
8' PVC ti !. 00%
-1• PW: ti 15. 75%
8' PW: ti !. W%
8' PVC ti !. W%
1• PW: ti 1.83%
1• PW: ti !.W%
1• PW: ti 1.00%
J.18 TC
1.18 IE
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"AS BUILT"
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INSPECTOR
"
DATE
DATE
ENGINE ER OF WORK ~Cff.S.\~ ~ 0. Dq
~ CITY OF CARLSB!\D I SHEETS I
l---+---+----------------1----+---+---+----i l..!±J LAND DEVELOPMEN T ENGINEERNG 30 ::==:'....::::::========::::'....'::::===;
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SUR \/£YING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760) 7 45-8118 FAX (760) 7 45-1890 ~v__:::::7
ROil'ERT D. DENTINO
RCE: 45629
DATE
~ ~ ~ Q: No. 45629 ~
C!V\\.
OF O.\.\~
1HIS SHEET RE?LACES SHEET f.l ORIG/NALLY
APPR0.£0 6 'J8. 77. REWSE AREA ORA/NS
THIS SHEET REPLACES SHEET 11 O'?ICINALL Y
APPR0/,£0 12 i9. 76. REv?SE STORI,/ DRAIN LINES
AREA ORAi/VS, WALL, CONSTRUC110/V /VOTES
DATE INITIAL
ENGINEER OF WORK REVISION DESCR IPTION
DA TE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
LOT 9 ll\fl(Ft(Nl '1£Sffi HOlil. ~ lEIARE
AREA DRAINS -BMP-1 & BMl'-4
GPA 14-03
APPROVE~ ~ -? / JASCN S. Gl°LDJ:RT
F oe,, \,____:._,c;,r R/(9,/t<J
CITY ENGINEER PE 63912 EXPIRES 09 30 18 DATE
DWN BY: MK
CHKD BY: Y(
RVWD BY:
PROJECT NO.
CT 14-08
DRAWING NO.
496-2A
\!;
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SCALE !" = 20'
RN/SH fZOOR =
264.27
-------
-- -
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NO
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RECLAIMED WATER
OELTA/8/lC_ LENCTl:I REMARK , -
/,\ \ Ile.. Nl8:J2'J5"W V 2 /2' 2" SERWCE
SEWER DATA
O£LTA/BRC LENCTH REMARK
N88'05'29"W 9.20' INl£RT EL. 230.96 (J R/W
•
(6")
N88'05'29"W 33.02' !Nl£RT EL. 231.02 (J R/W (6")
_,..NO OELTA/BRC
L['; : (/) N0!'54'J!T
1(2) N88'05'28'W
l~J,> N0!'54'J!T
l l(l> N88'05'29"W
1(5) N88'05'29T
'-,,._ .
WATER DATA
LENCTli REMARK
9.09' 2• SERl-1CE
J.00' ) 2· SERl-1CE
11.57' \ 2" SERl-1CE
4.25' )._2 ::..S£&,1-1CE
47.77' 12• PVC (C-900) ,,.___
ENGINEE R OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (760)745-1890
• A(Z/o~ a/z/;{7
ROBERT D. DENTINO
RCE: 45629
DATE
/
/
/
IH/S SHEET RE'PlJCES SHEET 15 APPROIOJ 5/28/17 RF>fSE
WAlER SEll>fCE l.llERALS; AOO 12" Pi,C WAJFR LAJFRAL;
IIOIO>C BIJTT[Rf; Y VAL >C
REVISE UTILITY :ATERALS, CALLO(JlS, STORMORAIN LINES A, B,
£. &-F, LECENb ADO BROW DITCH
J RE-VISE SHFET TUAL
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
L£G£N[)
0 DESCR/P T/ON
DEAIO,/l?EMOVAL NOTES
-I lRENCH RESIJRFACINC
SANITARY SEll£R NO!ES
60 6" PM:' SOR-.15 SE/l£R L,!FRAL
(PUBUC)
61 SEIIER JIAIN a.EANO/JT (P/BUC)
WATEl?/f!RE NO!ES
RR£ JIAIN (PVT) 70
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72
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1HRI/ST 81.0CK
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1--+--+--+--;-+--.... -VERT! CAL SCALE 1 "=4 ' -t-+--+--+--;-+--+--+----<
'2'1--+-+-+-+--+---+---t---lsT . 1 +00. 00= ST
1--+--+--+--;-,--+-_J ~~-37+06 TI-E CROSSINGS
EXIST . 16"
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PRCJ'OSED 12 " PROPOSED 12"
PVC WATER -+--+-+---!:GATE VALVE lt-+--+-l--+--+--+--+--+---1---1---1
LA TERAL THRUS OCK -+--+-1--+-+--+--+--+-+-+----< 230 I 230
XIST. 8
1--+-+--+--+--+---11--+--+--+--+---+-+-+-l-+--1-PVC SEWER ---1---1---1---1
1+50
REVIEWED
~
1+()()
...,...____.r-
"AS BUil T"
GRADING PLANS FOR:
DATE
DATE
SHEETS
I 30
LOT 9 OC',{l.a\lENT l:STIN HOlEL ANl TIME91ARE
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CITY ENGINE
DWN BY: --1--MJL--
CHKD BY:~
RVWD BY:
UTILITY PLAN
A 14---03
PROJECT NO. DRAWING NO.
CT 14-08 496-2A
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MAP NO. !5902
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/
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MAP NO. !5902
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C5 90W'oo' 200· J.U'
THE CROSSINGS DRIVE C5 O,fJ()'f8' 20.00' 1.57'
C7 O,fJ()'f8' 20.00' 1.57'
C8 8T"5'o9' 200' J.05'
0 0 0 0 0 0
0
Do
ENGINEER OF WORK
EXCEL ENGINEERING
LAND PLANNING • ENGINEERING • SURVEYING
440 STA TE PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 FAX (76 0)745-1890
• ~J~ 11/Bp t;
' ROBERT D. DENTINO DA TIE
RCE: 45629
'---....__ f
<;>.OfEts10
<,,'I:-'\ 0. D
0, ~ "' -~ "' i er: No. 456 !l:
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C9 U'50'.Jo' ,19. 00' !259'
C!O 55V5'J5' 10.00' f!.5,f'
Cf! 85J()'57' 25.00' 37.Jf'
Cf2 9,f '29 '(J,f • 200' J.JO'
C!J 557,1'{}2' 20.00' 2J.f8'
cu 55'58'oto· J.00' 293'
Cf5 5 f '-18 '-18' 20.00' !8. fJ'
Cf5 89'59'50' J. 00' ,,_ 71,
Cf7 90W'oo' 200' J.U'
Cf8 90W'oo' J. 00' ,,_ 71,
Cf9 91J()'l8' 200' J.JO'
C20 85'2fl',f2' 200' 298'
C2f U7J'20' ,15.50' ,,. ,fJ'
C22 5J'52'o7' 39.70' 1-1.25'
C2J 557i'o2' 5.00' 5.79'
C2,f 90W'oo' 200' J.U'
C25 5279'-18' 10.00' 9.!J'
C25 55'J9'o5' 5.00 ' -1.9,f,
C27 289V,1'25' 25.00' !JI. !8'
C28 89'59'50' 200' J.U'
C29 91J()'2J' 200' J.JO'
. ...._______rr,17=;::;-~i-:: CJO 85'2fl',f2' 200' 298'
CJ! 89¥7'25' #.00' 58.95'
CJ2 89¥7'25' 28.00' -13.88'
CJJ f257i'o7' J. 00' 5.55'
CJ,f .J577'.f5' .16.00' 22!8'
C.J5 55'-18'32' 20.00' !9. -18'
CJ5 55¥1'53' 20.00' !9. .f5'
LOT !6 CJ7 91V6'55' 200' J.29'
CJ8 5573'2!' !O. 00' f!.59'
MAP NO /',Jek~---, CJ9 !80'(}(}'(}()' J. oo· 9.,12'
C,f(} f80'(J()'oo' J. 00' 9.,12'
LOT !O
MAP NO. !5JJ2
•
NIIAIBER BEARING
lf Nli'58'J9'W
L2 N#'58'J9'W
LJ Nl/'59'50'W
L ,f N"5W'oto·w
L5 N#'59'50'W
L6 Nl/'59'50'W
L7 N61'29'5J'W
L8 N"5W'o!O"E
L9 N#'59'50"E
l!O N"5W'o!O"E
Lff N/9J()'27"E
lf2 N"5W'o!O"E
l!J Nf5'2fl'J9"E
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lf6 N"5W'o!O"E
lf7 N"5W'o!O"E
lf8 Nl/'59'50"£
l!9 N"5W 'ot o·w
L20 Nl/'59'50'W
L2f N,l,5'(}(} 'of O "E
L22 N"5'(}(} 'of O "E
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L21 N/9J()'27"£
L25 Nl/'59'50"£
L26 Nl/'59'50'W
L27 N0!'5i'o8'W
L28 N6,f'2f1'5J"E
L29 NO! '5,f 'o8'W
LJO Nl/'59'50'W
LJf N"5W'oto·w
LJ2 N"5W'o!O'W
L.11 N"5W'o!O'W
LJI N"5W 'ot o·w
L.15 N"5W'oto·w
LJ5 N"5W'oto·w
LJ7 N"5W'o!O'W
L.18 N/1'59'50"£
LJ9 Nll'59'50'W
L ,f(} Nl/'59'50"11'
LI! Nl/'59'50'W
L/2 Nli'59'50'W
Lll Nl/'59'50'W
Lil N#'59'50'W
L"5 N/9J(}'27"E
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L/7 N/1'56'.Jo'W
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L55 N51'29'5J"E
L55 N61'29'5J'W
L57 N"5W'o!O'W
"AS BU il T"
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EXP.
RE VIEWED BY:
INSPECTOR
OISTMCE
5.00'
5.00'
!0.70'
!J. 00'
9.92'
288'
9.66'
17.25'
!J. 00'
25.7,f'
J!.5.J'
!8. fJ'
0.50'
ff.5,f '
!293'
0.50'
0.50'
8.50'
!8. f 7'
J.50'
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!8. !8'
19.57'
-1.5!'
!J.00'
9.66'
7. ,,,,.
9.U'
15.39'
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1255'
0.50'
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1-1.50'
1-1.50'
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-1.50'
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5250'
2!.00'
55.00'
!J. 00'
-1.5!'
2!. .f5'
15.00'
2!6'
2!0'
59. !9'
59. !9'
29.#'
29.23'
19.00'
t9. oo·
25.50'
DATE
DATE
SHEETS ~6 CITY OF CARLSBAD L--l---1----------------t--+--t-----t------J ~ LAND DEVELOPMENT ENGINEERl~G ~--1---l-------------t---+--+----t------t ~30
GRADING PLANS FOR: ~-1-----1~---------+--t-----t-----t-------1 LOT 9 ll\{HNNT l:STIN HOlB. N«l Tll~Nlf
ReV/S E WAU lvALKll'A t, ~f-11101/1 WAU
Z Z<f. 17 f( J)/J
DA TE INITIAL DA TE INITIAL INITIAL
ENGINEER Of WORK REVISION DE SCRIPTI ON OlliER APPROVAL CITY APPROVAL
CITY ENGIN
DWN BY:
CHKD BY·~
RVWD BY:
DIMENSION CONlROI..
GPA 14-03
PR OJECT NO.
CT 14-08
I DRAWING NO.
496-2A
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2
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SCALE 1•=10'
0 10
" " "
20
UN/NC EOCE ANCHOR PER ~
DETAIL BEl OW
/( .
IAIPERAIEABLE L~: ·•
(JO AIIL PONO LINER~ . •:
"FINAL SPEC/RCA T!ON '...-<i • ·
OF LINER PER SCl'L \
ENCINEERS '
RECOAIAIENOA T!ONS
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256. # IE 12• IN
256.27 IE 12• 0/JT
F& 100 !'FAR ST/Yi'AI
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DISTANCE FR/JAi TOE OF
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LEGEND
0 DESCR!PllON
JO BROW /YTCH, TJff 8
57 HEAOWAli.
SURFACE FOO/PRINT AREA
o· Pill' aEAN our w/
2• A/IN. FREE ENO CAP SEE PLAN 14EW
BOARD FOR LOCAllON 0 ~ 01-ERflOW S!RUCTIJRE
¢:j q:' ANO AIAINffNANCE
~ /}j ACCESS q:
~_,_-_c__..~.--/1, l? OR/RCE
FS ELEV
PER PLAN
our
TOP OF f BASIN
CA TCHBASIN ANO B!Of7L TRA 170N BASIN OE TAIL
NOT TO SCALE
I. LINER SHALL BE Al/NIAi/JAi JO Al/LS THICK ANO ULTRA 14a.ET
RES/STANT. RNAL CECNOIBRANE THICKNESS SHALL BE
OEffRAIINEO BY saLS EN61NEER, AN AOOITlO't'AL CEOffXllLE
FABRIC SHOIJl.lJ BE USElJ, IF RECOA/1/ENOEO BY saLS EN61NEER.
2. LINER SHALL BE B1HER CWE COVllNUWS SHEET HOT IIEOCE
11£1.0EO (& 01HER APPROW AIE1HaJ BASEO 0V ACCEP!ED
LlffRATIJRE ANO AIANUFACTIJRERS SPEOflCAllOVS PR014/JEO BY
1HE CCWTRACTOR) 1() PRfXl/JCE lfA!ER T!CHT SEAAIS.
CONPACffOIT~-k------==....,,.-
..;.._ .... ,,...,.__..:::,_ ___ TOP OF
J. 8/a'lL!RAllav LA!'FR saL A/IX SHALL BE 65% SANO, 15% SANDY
LOAAI, ANO 20% CONPOST PLACED IN o• LIF!S ANO CCNPAC!ED
llfll{ WA/ER PR/& TO 1HE NEXT LIFT. /NlllAL PERAIEABILITY
SHALL BE 10• PER HO/JR (1111H AN ASS/JAIEO STABILIZED
PERAIEAB/f.lTY OF 5• PER HOUR)
1. Cli'A l£L LA >Ell SHALL BE 14BR.O CCNPACTE!J.
5 Ql'A l£L STORAGE LA !'FR SHALL BE CLASS 2 PERAIEABLE PER
CAL!RANS SPEORCAllON 68-1025
120·
1•pw:P1£
t9':lli'AIA'W LfWIJTQETM,
NOT TO SCALE
I ... "I AIEOIA
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NOT 1() SCALE
BMP-3
APRON FOR
ENERCY
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STORM DRAIN DA TA
Vl1 :,._/flF'f-T~ ~ i---,.._ ' '' . ,,.,.,,..---
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2 I'-----·--------• .A.r, A .. -' ..
I N-1975'o2"W !J.25' I• P£li'F. PYPE
5 N-I0'31'58T 26.75' I. P£li'F. PYPE
6 NI0'31'58T 26.71' I• P£li'F. PYPE
7 N2J78'20T 28.71' I• P£li'F. PYPE
8 N2!¥!'-IO'lf !ti.97' I• P£li'F. PYPE
g N90TJO'o0"/II 28.72' -I• P£li'F. PYPE
9, NWTJO'oOT 2.28' I. P£li'F. PYPE
f. N88'05'52"W 1061' J' PIC ti f.21%
' NOl'51'o8"E 2!.12' 3• PIC ti 050%
I NI.JTJ5'52•/f 19.8.J' J'PIC 0050% ,. N88'05'52'/f 7. !J(j' J'PIC 0050%
APRON FOR
ENERCY
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BOX RISER/ ORIFICES DIAMEffR
PLANllNC PER
LANDSCAPE
PLAN
1•-0• DROP FROM
a/RB WT TO
\__,.A,,_,PRON
BMP #
SURFACE
FOO/PRINT
(SQFT)
Al
{INCH)
BMP -I 9.IO.O 16.0
&IP -2 10.0
BMP -3 1956.0 272
76.J.O 16.0
BMP -5 216.0 10.0
OR/RCE PLA ff NOffS.·
/. A/IN DIAIENSIOVS = 12• MOE X 10• TALL
2. HOT-DIP CAL VAN/ZED PLA ff AFffR
Ha.ES HA i£ BEEN DRILLED
J. CROO/£ our BOTTOM OF CATCH BASIN
TO PRO/,fOE SI.OT rm !/2. OF PLAff
BElOW ORIFICE {IF NECESSARY)
1. Ba.r PLAff TO CATCH BASIN llfll{
STAINLESS Sffil HEOCE ANCHOR
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12.0
30.0
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ORIRCE DIAAIEffR &-
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fl.QI( CQYlJra, flrl8(I PLATEJETM,
NOT TO SCALE
OVERFLOW
STRUCTURE IMPERMEABLE
SIZE UPPER LOl!f:R LINER?
(INCHES) (INCH) (INCH)
36x36 2x6 0.500 YE'S
36x36 2x12 0.500 YES
J6xJ6 2x6 0.500 YES
36x.J6 2x8 0.500 YES
J6xJ6 2x12 0.500 YES
I /' ~.=~ --~ ~~ ,,':::_'-\ -\ \.\, l'-: 1/ \ ,, \ \\ \
,
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DATE
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IN SPECTOR DA TE
ENGINEE R OF WORK ITTSS/i
~ D. Dq
~
~ CITY OF CARLSBAD I SHEETS I l----+----+----------------l----+---+---+--~ l__!2_j LAND DEVELOPMENT ENGINEERNG 30
t----+----+----------------1-----+---+---+----"
EXCEL £NG/N££R/NG
LAND PLANNING • ENGINEERING • SURVEYING
440 STA 7E PLACE, ESCONDIDO, CA 92029
PH (760)745-8118 F'AX (760)745-1890
~Jz7
ROBERT D. DENTINO
RCE: 45629
B,v tr/9
; ' DATE
No. 45629 'B~
* /V\\_ ~
DATE INITIAL
ENGINEER OF WORK
1HIS SHEET REl'LACES SHEET 17 APPR0/£O
av 6/11/17. R,-14SE BAIP-1
REVl~ION DESCR IP TION
GRADING PLANS FOR
LOT 9 II'tfi(FU[NT 1£S~ HOlEL NI ll(9JAI[
D WN BY: -1,,ti<
>--D_A_TE~_IN_ITI_A_L-+-_D_ATE_~IN_lll_A_L_, CHKD BY: _.-J)._~-
OTHER APPROVAL CITY APPROVAL RVWD BY:
BMP DETAILS
GPA 14-03
PROJECT NO.
CT 14-08
DRAWING NO.
496-2A
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CAISSON / PI LE LOCATI ONS PER
FOUNDATION DRAWINGS FOR lHE WESTIN
HOTEL. 2' AND 2.5 FOOT DIAMETER PILES
ENGINEER OF WORK
EXCEL ENGINEERING
•·
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"AS BUi l T"
EXP. DATE
RE VI EWED BY: -i_~~/1,~A L ; -r~zo
IN.;~~ DATE,.--
r. ~ CITY OF CARLSBAD gHEETS I l---+----+----------------f----+---+---+-----1 ~ LAND DEVELOPMENT EN GINEERING :-{JQ
l---+----+----------------f----+---+---+-----1
GRADING PLANS FOR:
LOT 9 ffi(JlllNT l:STW HOTEL MO lll~ARE
WESTIN HOlEL FOUNDA 110N SfE PLAN
GPA 14-03
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1.0 SCOPE OF WORK
1 THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRIO REINFORCED
SOil RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE
CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE GRADING PLAN BY EXCEL ENGINEERING DATED
AUGUST 4, 2015
2 WORK INCLUDED:
A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS.
B. FURNISHING MIRAFI STRUCTURAL GEOGRIO REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS
C STORING, CUTTING AND PLACING STRUCTURAL GEOGRIO REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE
CONSTRUCTION DRAWINGS.
D. PLACEMENT AND COMPACTION OF UNIT WALL FILL AND BACKFILL WTTHIN THE GEOGRIO REINFORCED AREA AS SPECIFIED HEREIN
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS
E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS ANO PLACEMENT OF STRUCTURAL GEOGRID
2.0 REFERENCE QOCUIIENTATKJN
1. EXCEL ENGINEERING, GRADING PLAN, DATED AUGUST 4, 2015
2. MTGl, INC., SEGMENTAL RETAINING WALL SOIL DESIGN PARAMETERS, JOB NO. 1916A10, DATED MAY 27, 2016.
3. WHERE SPECIFICATIONS AND REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE
APPLICABLE DOCUMENT.
3.Q SPEClAL PROVISIONS
1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY
OF SOIL DESIGN PARAMETERS ANO SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS.
2. RED ONE SHALL NOT 8E RESPONSIBLE FOR THE COST OF ALL MEANS OF SUBSOIL IMPROVEMENT; COST OF ADDITIONAL SUBSOIL
EXPLORATION; ANO FOR All LABOR TOOLS, EQUIPMENT ANO INCIDENTALS NECESSARY TO COMPLETE THE WORK. THE OWNER
SHALL 8E RESPONSIBLE FOR All SUCH COST
3. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE
EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS
4. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE
PROPOSED RETAINING WALLS AND ALL UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA Of
CONSTRUCTION
5. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S), INCLUDING INTERNAL STABILITY ANO
LOCAL EXTERNAL STABILITY 'NHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED
ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SUITABILITY OF PLACING RETAINING WALl.S AT THE LOCATIONS PROVIDED
TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAi.. STABILITY.
4.0 GENERAL NOTES
1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE PLANS AND DOCUMENTS REFERENCED IN SECTION 2.0.
CHANGES TO THESE PL.ANS OR DOCUMENTS, INCLUDING GRADING, DRAINAGE, UTILITIES, SURCHARGE LOADS OR GEOTECHNICAL
PARAMETERS MAY AFFECT WALL DESIGN REQUIREMENTS. RED ONE ENGINEERING SHALL BE NOTIFIED OF ANY SUCH CHANGES
TO DETERMINE IF WALL DESIGN MODIFICATIONS ARE NEEDED.
2. THIS SET OF SEGMENTAL RETAINING WALL PL.ANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR
VERTICA BLOCK AND MIRAGRID REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED
3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED
EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. RED
ONE ENGINEERING ASSUMES NO LIABILITY FOR THE LOCATION OF TI-iE SEGMENTAL RETAINING WALL, OR IF CONSTRUCTION OF
THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS.
... IT IS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WAJ..l. BE DONE BY THE SITE CIVIL ENGINEER OR
SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS ANO NOT PROFILE PLANS DONE BY THE
ENGINEER OF RECORD. SURVEYING OF THE SEGMENT AL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER
INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING
WALL SURVEYING WILL PRODUCE INCORRECT LOCATIONS OF All TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE
ENGINEER OF RECORD OR THE SEGMENT AL RETAINING WALL CONTRACTOR.
5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED
FROM TI-iE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VAAY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE
ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE
DESIGN ANO/OR PLANS. MOOtFICATIONS TO THE DESIGN ANO/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, ANO MAY TAKE
UP TO TEN BUSINESS DAYS TO COMPLETE.
6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT
SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE
5.D SEGMENTAL RETAINING WALL CONTRACTOR QUALFICATIONS
1. THE WALL CONTRACTOR SHALL DOCUMENT COMPLIANCE WITH THE FOL.LOWING EXPERIENCE REQUIREMENTS
2. A MINIMUM OF FIVE YEARS IN WHICH THE CONTRACTOR HAS BUILT SEGMENTAL RETAINING WALLS WITH A TOTAL FACE AREA NO
LESS THAN 250,000 SQUARE FEET.
3. CONSTRUCTION OF A MINIMUM OF 25,000 SQUARE FEET WITH THE SPECIFIED ANCHOR BLOCK UNITS.
4. CONSTRUCTION OF AT LEAST FIVE SEGMENTAL RETAINING WALLS OF A SIMILAR HEIGHT AND SIZE AS THOSE SPECIFIED HEREIN
§.0 MATERIAL NOTES
1. CONCRETE RETAINING WALL UNITS: ANCHOR RETAINING WALL UNITS AS SHOWN ON THE DRAWINGS AND AS MANUFACTURED BY
SIERRA BUILDING PROOUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS.
2. GEOSYNTHETIC REINFORCEMENT: MIRAGRIO AS SHOWN ON THE DRAWINGS.
3. LEVELING PAO BASE
A. AGGREGATE BASE: CRUSHED STONE OR GRANULAR Fill MEETING THE FOLLOWING GRADATION AS DETERMINED IN
ACCORDANCE WITH ASTM 0448:
SIEVE SIZE
1 INCH
314 INCH
N0.4
NO. 40
NO. 200
PERCENT PASSING
100
75 TO 100
OTO 60
OTO 50
OTO 5
B BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS).
4 DRAINAGE AGGREGATE: CLEAN CRUSHED STONE OR GRANULAR FILL MEETING THE FOLLO\JVING GRADATION AS DETERMINED IN
ACCORDANCE WITH ASTM 0448:
§IEVE SIZE
1 INCH
3/4 INCH
N0.4
N0.40
NO. 200
PERCENT PASSING
100
75 TO 100
OTO 60
OTO 50
OTO 5
5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE,
CLASSIFIED IN ACCORDANCE WITH ASTM 02487 AND THE uses CLASSIFICATION SYSTEM ANO MEETING THE FOLLOWING
GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM 044-8:
SIEVE SIZE
3 INCH
N0.4
NO. 40
NO. 200
PERCENT PASSING
100
20 TO 100
OTO 60
OTO 35
A. THE PLASTICITY INDEX (Pl) SHALL BE LESS THAN 20.
B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS THREE (3) INCHES.
C. UNSUITABLE SOILS AAE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS Ml , Cl, Ol, MH, CH, OH OR PT.
D. All WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 17.2 ITEM A.
E. TEST RESULTS OF ALL PROPOSED BACKFILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
6. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HOPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034
AND/OR ASTM F405.
7. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER.
e J)f'OJ.:;;uS a-..,. sa LOI ons on L..lrawmgs g, :I ·1, IV/
ANCHOR
MARBR SA
RETANNG
LOT 9
WALL PLANS
7.0 FOUflDATION Sotl NQTES
L EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, ORAS DIRECTED BY
THE PROJECT GEOTECHNICAL ENGINEER.
2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE
ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE
DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR Will CAUSE EXCESSIVE WALL SETTLEMENT.
REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH.
3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS WILL
REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL ANO DIFFERENTIAL SETTLEMENT.
4. FILL OVER-EXCAVATED AREAS WITH SU ITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL
ENGINEER.
1.0 BASE COURSE NOTES
1 PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION
SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER.
A EXTEND THE LEVELING PAO LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL
UNIT
B. PROVIDE AGGREGATE BASE COMPACTED TO 6 INCHES THICK (MINIMUM).
2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS.
3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED.
1-0 ERECTION NOTES
1 EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE
EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES.
2 GENERAL: ERECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANO RECOMMENDATIONS, AND AS SPECIFIED
HEREIN.
3. PLACE FIRST COURSE Of CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND
ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT WITHIN EACH SECTION OF THE BASE COURSE.
4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE.
5. PLACE CONCRETE WALL UNITS SIDE-BY-SIDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A
STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE
WALL UNITS.
6. PLACE 12 INCHES (MIN IMUM) OF DRAINAGE AGGREGATE BETWEEN, ANO DIRECTLY BEHIND THE CONCRETE WALL UNITS. Fill
VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVJDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN
9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL.
7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE
REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL
UNITS, 1 PERCENT (MINIMUM) TD PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION
DRAINAGE PIPE TO AN APPROPRIATE LOCATI ON AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM)
INTERVALS ALONG THE WALL
8. REMOVE EXCESS FILL FROM TOP OF UNITS ANO INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE ANO BACKFILL ARE
COMPACTED BEFORE INSTALLATION OF NEXT COURSE.
9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN
LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE.
10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE
LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK
WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL
UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED.
11 . INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHET1C MANUFACTURER'S RECOMMENDATIONS ANO
THE SHOP DRAWINGS.
a ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE
b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF
THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT.
c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS ANO TO THE LENGTHS SHOWN ON THE DRAWINGS.
d LAY GEOSYNTHETIC REINFORCEMENT HORIZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS ANO THE COMPACTED
BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF TH E CONCRETE RETAINING
WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT.
e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PRIOR TO PLACEMENT OF THE BACKFILL
SOILS. PULL GEOSYNTHETIC REINFORCEMENT HANO-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY
HANO-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE Fill.
f THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE
GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED.
g DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6
INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC
REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM.
h RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR
TURNING OF RUB8ER-TtRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT.
1D.0 BACKFllL PLACEMENT NOTES
1 PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT Will MINIMIZE SLACK IN THE RE INFORCEMENT.
2. PLACE Fill WITHIN THE REINFORCED ZONE ANO COMPACT IN LI FTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE
HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKNESS) WHERE HEAVY, SELF
PROPELLED COMPACTION EQUIPMENT IS USED.
A. ONLY LIGHTWEIGHT HANO-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 4 FEET OF THE BACK OF THE RETAINING
WALL UNITS.
3. MINIMUM COMPACTION REQUIREMENTS FOR Fill PLACED IN THE REINFORCED ZONE:
A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM 01557) FOR THE ENTIRE WALL HEIGHT.
8. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER.
C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL IN OR BELOW THE REINFORCED SOIL ZONE TO 90 PERCENT OF
THE SOIL'S STANDARD MAXIMUM ORY DENSITY (ASH.4 01557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER.
0 MOISTURE CONTENT: AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR ALL WALL HEIGHTS.
E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER.
4. AT THE END OF EACH DAV'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR
(CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOFF AWAY FROM THE WALL FACE.
A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE
RETAINING WALL SYSTEM.
B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT
CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SITE.
5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GODO WINTER
CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SU SCEPTIBLE SOILS,
TYPICALLY CLEAN SAND AND/OR GRAVEL. ANY STRUCTURAL FILL FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF
CONSTRUCTION MUST BE REMOVED ANO REPLACED PRIOR TO PLACING ADDITIONAL Fill.
11.0 CAI' UNIT .. ST ALLATION NOTES
1. APPl Y ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION.
2 CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT.
3. BACKFILL ANO COMPACT TO TOP OF CM' UNIT.
12.0 WALL CONSTRUCTION TOLERANCE NOTES
1. WALL CONSTRUCTION TOLERANCES:
A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES
OVER TI-iE LENGTH OF THE WALL
B. HORIZONTAL. LOCATION CONTROL FROM GRADING PLAN:
B.1 . STRAIGHT LINES: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES
OVER THE LENGTH OF THE WALL.
B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES.
B.3 CURVES ANO SERPENTINE RADII: PLUS OR MINUS 2 FEET.
C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAI NING
WALL UNITS.
D BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTAN CE.
13.0 UTILITY NOTES
1. UTILITY INFORMATION MAY NOT HAVE SEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF lHESE PLANS,
AND THEREFORE MAY NOT BE INCLUDED. IF UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER
OF RECORD MUST BE NOTIFIED PRIOR. TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN
ANO/OR PLANS. MODIFICATIONS TO THE DESIGN ANO/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSNESS DAYS.
2. UTILITIES MUST BE PROPERtY DESIGNED (BY OTHERS) TO WITHSTAND ALL FORCES FROM THE SEGMENTAL RETAINNG WALL
UNITS, REINFORCED SOIL MASS, ANO SURCHARGE LOADS (IF ANY),
3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET OF THE
RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE 0-RINGS MUST BE INSTALLED AT AL STORM PIPE
JOINTS AS A MINIMUM.
4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL LEAKAGE
BEHIND A RETAINING WALL Will 1NCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. FOR
THIS REASON, SUBSURFACE WATERLINES ANO IRRIGATION SYSTEMS SHOULD NOT BE INSTALLED ABOVE THE REINFORCED
ZONES OF THE RETAINING WALL, OR WITHIN 5 FEET OF THE REINFORCED ZONE.
14.0 FIELD QUALITY CONTROL AND QUALITY ASSURANCE NOTES
1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS
2. THE OWNER SHALL EMPLOY AN INDEPENDENT THIRD PARTY SPECIAL INSPECTOR EXPERIENCED IN SEGMENTAL RETAINING WALL
CONSTRUCTION TO PERFORM QUALITY ASSURANCE VERIFICATION OF THE CORRECT INSTALLATION OF SYSTEM C(,MPONENTS IN
ACCORDANCE WlTH THESE SPECIFICATIONS AND THE DRAWINGS.
3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWlf.GS AT THE
INSTALLER'S EXPENSE.
4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED "NO
COMPACTED IN THE REINFORCED BACKFILL ZONE.
A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNtCAL ENGINEER)
B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL Pl.ACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL.
C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOil ZONE, INCLUDING Tl-·E AREA
COMPACTED BY THE HANO-OPERATED COMPACTION EQUIPMENT.
5. PROJECT GEOTECHNICAL ENGINEER TO TEST ALL SOIL PROPOSED FOR USE IN THE SEGMENTAL RETAINING WALL
CONSTRUCTION, INCLUDING SOIL IN THE FOUNDATION, RETAINED AND REINFORCED ZONE OF THE WALLS, TO VERIFY
COMPLIANCE WITH THE MATERIAL SPECIFICATIONS ANO ENGINEERING PROPERTIES.
15.0 STATEMENT OF SPECIAL INSPECTIONS
1. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SECTION 1704,5.
2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VER IFYING THE FOLLOWING:
A. UNIT DIMENSIONS.
B. ANCHOR WALL UNIT IDENTIFICATION OF COMPLIANCE WITH ASTM C 1372, INCLUDING COMPRESSIVE STRENGTH ANO WATER
ABSORPTION, AS DESCRIBED IN SECTION 3.1 OF ICC REPORT 1959.
C FOUNDATION PREPARATION.
D UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION.
E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT.
F. BACKFILL PLACEMENT ANO COMPACTION.
G. DRAINAGE PROVISIONS,
3. TYPE ANO EXTENT OF SPECIAL INSPECTION:
A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS.
4. TYPE ANO EXTENT OF EACH TEST:
A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION.
B. CONCRETE UNIT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF
7 PERCENT.
C FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WtTH THE ANCHOR RETAINING WALL DESIGN PARAMETERS
AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONlROLLED Fill.
0. ANCHOR UNIT ALIGNMENT AND INCLINATION SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRlffi TO
CONSTRUCTION ANO CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CO'IISTRUCTION
E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF TI-E
GEOSYNTHETIC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTH::TIC
REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR
RETAINING WALL PLANS.
F BACKFILL SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS ANO SOIL DESIGN PAA.AMETERS
PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOUSLY VERIFIED
COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVEf.Y 2~0 YARDS
OF BACKFILL PLACED.
G. ALL DRAINAGE PROVISIONS SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND HE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL.
5. SEISMIC OR WIND RESISTANCE:
A THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705.
6 STRUCTURAL OBSERVATIONS:
A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709.
7. SPECIAL lNSPECTION NOTES:
A. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE IN ADDITION TO, ANO NOT A SUBSTITUTE FOR, THOSE INSPECTIONS
REQUIRED TO BE PERFORMED BY THE CITY'S BUILDING INSPECTOR.
B. WORK RELATED TO SOILS SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER OF RECORD, AS PER THE PROJECT
GEOTECHNICAL REPORT.
16.0 SUBMITTALS
1. THE GEOTECHNICAL ENGINEER SHALL SUBMIT VERIFICATION TO RED ONE ENGINEERING PRIOR TO THE START OF5EGMENTAL
WALL CONSTRUCTION THAT ALL SOILS PROPOSED FOR CONSTRUCTION MEET THE REQUIREMENTS OF THIS SPECFICATION.
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, LIMITED TO WORK
TO BE DONE ON SHEETS 19-23, THAT I HAVE EXERCISED RESPONSIBLE CHARGE QV(R THE
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PR0°ESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TliE CITY OF
CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINCR OF WORK,
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
RED ONE ENGINEERING, INC.
1295 DISTRIBUTION WAY
VISTA, CA 92081
PHONE: 760-410-1665
DATE: 11/ra/16
17.D ANCHOR WALL DESIGN NOTES
1. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PAFAMETE~'J
ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARl FOUND
TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID NlO IT1S THE
RESPONSIBILITY OF THE OWNER OR O'M'IIER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAIUING WALL
SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAIIIING
WALL.
2. SOIL DESIGN PARAMETERS:
A. REINFORCED SOIL: PHI = 31 DEGREES C= 0 PSF GAMMA = 125 PCF
RETAINED SOIL: PHI= 28 DEGREES C= 0 PSF GAMMA= 125 PCF
FOUNDATION SOIL: PHI= 25 DEGREES C= 200 PSF GAMMA= 125 PCF
3. DESIGN PEAK GROUND ACCELERATION (2/3.PGA.m PER 2013 CBC AND ASCE 7-10): 0.31 G
4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION, GRADATION ANO PLASTICITY INDEX AS STATED IN SECTIONS.5 THIS
SHEET
5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL
CONSTRUCTION.
6 LATERAL EARTH PRESSURES ARE DETERMINED USING COULOMB EARTH PRESSURE THEORY
7. INTERNAL STABILITY OF WALLS
A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.50
B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT= 1.50
C PERCENT COVERAGE OF GEOGRIO = 100%
8. EXTERNAL STABILITY
A MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING= 1.50
B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING= 2.00
C MINIMUM FACTOR OF SAFETY AGAINST SOtL BEARING OVERSTRESS= 2.50
0 . UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS
E. BACKFILL SLOPE" AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS
9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER)
A MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY = 1.50
B. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY= 1.15
18.0 ANCHOR WALL ICC REPORT
ANCHOR WALL SYSTEM APPROVED FOR USE WITH MIRAFI GEOGRID IN ICC-ES REPORT ESR-1959
19.0 APPUCABLE BUILDING CODE
1. All CONSTRUCTION SHALL CONFORM TO THE 2013 CALIFORNIA BUILDING CODE
2 AASHTO 17TH EDITION (2002)
3. SERVICE LOAD DESIGN
20.0 ANCHOR RET ANNG WALL PLAN SHEET INDEX
SHEET 19.
SHEET 20.
SHEET 21.
SHEET 22.
SHEET 23
TITLE SHEET AND NOTES
ANCHOR WALL PLAN VIEW
ANCHOR WALL PROFILE
ANCHOR WALL PROFILE
TYPICAL WALL SECTION ANO OET AILS
ANCHOR RETAINING WALL DESIGNED
FOR INTERNAL AND EXTERNAL STABILITY
ONLY. GEOTECHNICAL ENGINEER OF RECORD
TO CONFIRM SITE GLOBAL STABILITY.
II AS BUil T"
RCE 68'f~ EXP.
REVIE~_.~;J ~ ;/
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INSPECTOR l
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DATE
~ CITY OF CARLSBAD ~ t-----t---+-----------------+---+------<t-----+----1 ~ LAND DEVELOPMENT ENGINEERNG ~
~AN==cHO=R~RE'==TAININ==G===w=:,=:=JJ~.==PLAllS::==:=:====ro:;:R::c===~-~;.~
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one
engineering Inc
1295 distribution way
vista. ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red 1 engineering. com
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 509 0079
FAX 760 509 0078
RETAINING WALL SYSTEMS, INC OAlE INTIAL
ENGINEER Of' WORK REVISION DESCRIPTION
DAlE INTIAL tA IIITIAL
011D APPROVAL
A
TITLE SHEET AND NOTES
GPA 14-03 .
APPROVED: /lj I J ii JASON s. GELDERT =-=~/~ L ~'Lw. f / ,~a'll=-:-:-::::,:-:-:;-;;-:-JZ. · f1· U>J 1,
CITY ENGi~ PE 63912 EXPIRES 09/30/116 DAlE
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CONSTRUCTION NOJES
' ' \
1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN
FOR REFERENCE ONLY. Pl.EASE SEE PROJECT GRADING PLAN
FOR SITE INFORMATION.
2. GENERAL CONlRACTOR/DEIIELOPER AND GEOX, INC. SHAU.
COORDINATE lHE INSTALLATION OF ALL SUBTERRANEAN
CONSlRUCTION WllHIN lHE REINFORCED ZONE. RED ONE
ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY
EXCAVATION WllHIN lHE REINFORCED ZONE. ALL EFFORTS SHALL
BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN
FEA nJRES DURING WAll. CONSlRUCTION.
3. DURING CONSlRUCTION AND AFlER WALL COMPLETION lHE
FINISHED GRADE SHAU. BE GRADED TO DRAIN AWAY FROM lHE
ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS
COMPLETE. NO STANDING WATER SHALL BE All.OWED TO POND
ABOVE lHE ANCHOR RETAINING WALL
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prepared by
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engineering Inc
1295 distribution way
vista, ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red 1 engineering. com
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 509 0079
FAX 760 509 007B
RETAINING WALL SYSTEMS, INC DATE 11111AL
EIIGINEIR Of WORK REVISION DESCRIPTION
LOT 9 DEv{L~ENT 11:STIN HOTEL AND lllESHARE
APPROVED:
ANCHOR WAll. PLAN IIIEW
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-----------------•----------------t-----t--+----------------+---+----lt-----+-----1 ANCHOR RETAINING WALL PLANS 1'0R: prepared by
4'1'ed one
engineering Inc
1295 distribution way
vista, ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red1 engineering .com
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 509 0079
FAX 760 509 0078
RETAINING WALL SYSTEMS, INC DATE INITIAL
ENGINEER Of WORK
/?£VISE 51/oET ToTAL
DA TE INITIAL
REVISION DESCRIPTION OlHER M'f'ROVAL CITY N'f'ROYAL
LOT 9 DEVELtfMENT WtSTIN HOTEL AN! TIME~ARE
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ANCHOR WALL PROflLE
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ANCHOR RETAINING WALL #4 PROFILE
prepared by ~1~ed
one
engineering Inc
1295 distribution way
vista, ca 92081
phone 760.410.1665
facsimile 760.509.0078
matt@red 1 engineering.com
SCALE: 1 •-6' H: V
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 509 0079
FAX 760 509 0078
RETAINING WALL SYSTEMS,,INC
LEGEND
4" CN' UNIT
8" CN' UNIT
VERTICA UNIT
MIRAFI GRll 3XT
MIRAFI GRID l!XT
F'INISH GRACE
TOP OF WAIi.
IIOTTOII OF WAU.
POINT OF CURIIE
POINT OF TINGENT
GRID CHN«l!:
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~ INSPEffl DATE
~ CITY OF CARLSBAD rEETS 1 1-----+--+-----------------+---+----+--+---i ~ LAND DEVELOPMENT ENGINEERING ~30
~ANCHO~;;;:;R~RE':;;T;;:AININ~;;G;;=:;'lr;;:4~JJ;=:, =;,PLANS:;7,==~P'O~R:;;===~~;;;;~
SHffT 1c>7",tL
DA lE INITIAi. DA lE INITIAL
ENGINEER Of WORK REVlSIDN DESCRIPTION OTHER APPROVAi.
LOT 9 DOOmlENT WtSTIN HOTEL AND TIME9lARE
APPROVED:
ANCHOR WAU. PROFlLE
GPA 14-03
PRO..ECT NO.
CT 14-08 I DRAWING NO.
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STEP I -PLACE REINFORCEMENT PR IMA RY
SO THAT LITTLE OR NO OVERLAP STRENGTH
OCCURS IN THE RADIUS AREA. IF DIRECTION
OVERLAP OCCURS, PLACE 2 TO J J--L ---
INCHES OF SAND BETWEEN THE
REINFORCEMENT LAYERS.
2 TO 3 INCHES OF SOIL FlLL
REQUIRED BETWEEN
OVERLAPPED REINFORCEMENT
FOR PROPER SOIL AND
REINFORCEMENT
TNTERACTION. r
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STEP 2 -LAY THE NEXT COURSE
OF BLOCK MAKE A MARK ON
THE BACK OF THE BLOCKS IN
THE AREAS THAT ARE NOT
REINFORCED. BACK_flLL AND
COMPACT THAT COURSE.
STEP 3 -PLACE REINt'ORCEMENT IN
THE AREAS WHERE THE MARKS SHOW ,-----t
GAPS IN TJIE LOWER REINFORCEMENT
PATTERN. CONT[NlJE NORMAL WALL
CONSTRUCTION, REPEATING THESE !-----I-
STEPS AS NEEDED.
A
23
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Anchor™ Vertica® Retaining Wall
UTSTDE CURVE D ETAILS
NOT TO SCALE
VERTICA®
BLOCK
ADD SUPPLEMENT AL
LAYERS Of GEOGRID AT
LOCATIONS SHOWN ON
ELEVATIONS
F
23
PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF
SEGMENT AL UNIT IMMEDIATELY ABOVE THE SPEClFIED PLACEMENT
ELEVATION IN A MANNER THAT ELIMINATES GAPS LEFT BY THE PREVIOUS
EA YER OF REINFORCEMENT AT THE SPECIFIED REINFORCEMENT
Anchor™ Vertica® Retaining Wall
B SIDE CURVE DETAILS
23
CAREFULLY CUT GEOGRID
AROUND STRUCTURE (TYP)
. :\ _;,' '•.:;· :--: . :: -~ ADD SUPPLEMENTAL LAYERS OF
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, , , . • / ,:..,.. -STRUCTURE AT LOCATIONS SHO\\/N
,.,.·: .. ; • _. '. ON THE WA LL PROF ILE
• ' • •-"·· + ......
DROP STRUCTURE PER
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ALLOW TO LAY DOWN
BEHIND STRUCTURE
CAREFULLY CUT
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STRUCTURE
Anchor™ Vertica® Retaining Wall
TYP ICAL DROP STRUCTURE BEHIND WALL
OTTO SCALE
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EXTEND GEOSYNTHETIC REINFORCEMENT
TO WITHIN 2" OF LOWER BLOCK FACE
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PLACE GEOGRID
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Anchor™ Vertica® Retaining Wall
INFORCEMENT CONNECTION DETAIL
NOTTO SCALE
ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP
FACE OF WALL WILL REQUIRE SLEEVE-IT l224R
4" OR 8" CAP UNIT
PER PROFILE
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BACKSLOPE VARIES
LEVEL TO 2: I MAX.
AnchorT" Vertica® Retaining Wall
6" MINIMUM COMPACTED
GRAVEL LEVELING PAD
Anchor™ Vertic1® Retainin g Wall
EVELING PAD STEP DETAIL
OTTO SCALE
FINISHED GRADE PER GRADING PLAN
G TYPICAL REINFORCED WALL SECTION
23 OTTO SCALE
VERTTCA UNTT
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Anchor™ Yertica® Retaining Wall
E SOMETRIC BLOCK VIEWS
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"AS B·UIL T"
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RCE 68 9',z"! EXP. q /~/?-o~I DA1£
REVIEWED BY:
-ik ~-tf--z_o
INSPECTOR DA1£
~ CITY OF CARLSBAD I rEETS 1 t-----+--+-----------------t---+----+--+----1 ~ LAND DEVELOPMENT ENGINEERIUG :i: ~30 t-----+--+-----------------t---+----+--+----1
--------------------------------t-----+--+----------------+--+---+--+----1 ANCHOR RET.AINIHG WAIL PLANS FOR: prepared by ~1~ed
one
engineering Inc
1295 distribution way
vista, ca 92081
phone 760.410.1665
facsi mile 760.509.0078
matt@red 1 engineering.com
PREPARED FOR THE EXCLUSIVE USE OF
1295 DISTRIBUTION WAY
VISTA, CA 92081
TEL 760 509 0079
FAX 760 509 0078
RETAINING WALL SYSTEMS, INC
LOT 9 DEvUtfMENT \\fSTIN HOlEL AND TIME~ARE
l'l'PICAL WALL SECTION AND DET,ILS
GPA 14-03
JASOII S. GELDERT
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EXP1RES 09 30 1 DA TE
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ENGINEER OF WORK REVISK)N DESCRIPTION
DA 1E INllAL
01H£R N'f'fl.OVM.
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CITY APPROVAL RVWO BY:
PRO.ECT NO. I DRAWING NO.
CT 14-08 _ 496-2A
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DECLARATION OF RESPONSIBLE CHARGE
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I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
TEMPORARY SHORING AS DEFINED IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE , AND THAT THE DESIGN IS CONSISTE NT WITH CURRENT
STAN DARDS. I UNDERSTAND THAT THE CH ECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS
ENGINEER OF WORK, MY RESPONSIBILITIES FOR PROJECT DESIGN ,
SHORING DESIGN GROUP
7755 VIA FRANCESCO, UNIT 1
SAN DIEGO , CA 92129
PH : (760)586-8121
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DA1£ INITIAL
DATE ENGINEER OF WORK
Know what's below.
Call before you dig.
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT & GENERAL CONTRACTOR SHALL LOCATE & POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEG INS.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRI AL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH /EXCAVATION PERMIT NO , ___________ _
LEGEND
T.O.W. = TOP OF SO LDIER BEAM WALL
B,O,W, = BOTTOM OF SOLDIER BEAM WALL
BY OTHERS = WORK OUTSIDE SHORING SCOPE
(P) = PROPOSED
(E) = EXISTING
PROPOSED IMPROVEMENTS
IMPROVEMENT SYMBOL
TEMPORARY SOLDIER BEAM I
TEMPORARY TIMBER LAGGING
SOLDIER BEAM COUNT
DETAIL/SECTION CALLOUTS
3x12 DF#2 TIMBER LAGGING
"AS BUil T"
SHORING DESIGN GROUP e
EXP. DATE . .
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586-8121 INSPECTOR DATE
AOt>'l'EMr. SHOIIJ,iGf L.~11S SHE6Tt:l.1-10 J
DA1£ INITIAL
REVISION DESCRIPTION OTHER APPROVAL CI TY APPROVAL
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NOTES:
1. SEE SOLDIER BEAM SCH EDULE ON SHEET SH30 FOR SHORING ATTRIBUTES.
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
HORIZONTAL CONTROL & COORDINATED TO FOLLOW THE PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS.
REPORT ANY VARIATIONS TO THE SHORING ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
" \
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3@ 8'-0" o.c. 7 -0" JL----= 24'-0" -----;,f-
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7'-0" 6'-5" --+----3 ®= 8~1:0?.·C. I
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T.O.W. = 254.00' -_ _ ---· --------:= (SEE STRUCTURAL) ~"-~i . !_· · -.,~-=,.,U,,,-.-. __ ,=;_-_ ;:-----=·''1 ~------:-•.r _,.~~,.i.:: --~---~-:-~ .~;-·~"·1 1,.--.~t ___ ;;::.:~'.' --. ·T··; .· _ ..... --:,'..:., .-r -1 \""' ~-: ' . -"-tT-r•-.. ...-., -. ~ . ·-; -. -,-~
8.0.W. = 249.00' =.... -1 t ,~-· :-• • ' , ··::c •_·•"'=''.:. --••-c . -~~-i~:_ ±;~~:~ 1 ~c:=_;_:.=c I -B.O.W. = 249.00'
I I I 249:oci· I I ' r -F,s, I I I I I I I -I I 249 .oo· I I I I
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2/7/2017
ROY P. REED EXP. 3·31 ·2017 DATE
(E) WATER TANK (TO BE
REMOVED PRIOR TO
SHORING INSTALLATION)
j
LEGEND:
T.O.W. = TOP OF WALL
B.O,W. = BOTTOM OF WALL
L DESIGNATES 3x12 PRESSURE TREATED LAGGING
"AS BUILT"
SHORING DESIGN GROUP
RCE
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129 , (760)586-8121 INSPECTOR
DATE
DATE
~ CITY OF CARLSBAD I SHEETS I
1-------+--+-------------------+---+-----+--+---l ~ LAND DEVELOPMEN T ENGINEERIN G 30
1-------+--+-------------------+---+-----+--+---1
TEMPORARY SHORING PLANS FOR:
LOT 9 DEVELOPMENT \lSTIN HOTEL A~D TIMESHARE
GPA 14--0J
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1. SEE SOLDIER BEAM SCHEDULE ON SHEET SH30 FOR SHORING ATTRIBUTES .
2. POTHOLE /FIELD VERIFY EXISTING CONDITIONS PRIOR TO SHORING INSTALLATION .
7._0.. , 3@ 8'-6" 0 C -,+------= 25'-6" ---------.''-/ 8'-0" /
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---''"-----111------.-1----11---1 _.,_ ., . . 259.00' T.O.W.= TOW ·-··----~--t----------------·---· ...... '"(:.._ ... · j1--_--~--' .. e--..... ,.. 7 -= r . 258 oo· -· · .= ·
~s~~P~:ic~~~~~tTION ~ ____ _:: _-c ~+~ ~ . ~ ~ ~ 't · -l ~~°= ~ T OW -25~·.1_;71 __ T.o .w .. =256.oo·
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260.00' -----
250 .00'
240.00'
3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EXI STI NG fr PROPOSED FEATURES,
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STORAGE CAISSON INSTALLATION SEQUENCE
1. INSTALL TEMPORARY SOLDIER BEAMS fr LAGGING .
2. PLACE STEEL STRAPS AT 58#16 -18 AS SHOWN.
3. DRILL CAISSON ADJACENT TO 58#17 WHILE ADVANCING
SURFACE CASING FOR COLLAPSE PROTECTION.
4. SET CONCRETE IMMEDIATE LY FOLLOWING TIP ELEVATION.
"AS BU I LT"
SHORING DESIGN GROUP
---
DATE
7755 VIA FRANCESCO #1
REVIE,~D BY: _ ~~
_/L "3-4,ZD
SAN DIEGO , CA 92129, (760)586-8121 INSPECTOR DA TE .
~ CITY OF CARLSBAD I SHEETS I
l---+--+---------------t----t----t---t---1 ~ LAND DEVELOP MENT ENGINEERl.iG 30
l---+--+---------------t----t----t---t---1
1----+--+----------------t----t----+---t----i TEMPORARY SHORING PLANS FOR:
LOT 9 DEv£LtJlMENT \lSTIN HOlEL ANC TIMESHARE
GPA H-OJ
APPROVED: JASO~ S. ()ELDER T
----~"""",1__,,a,.~'..._......,.......,.--J tu ktu1: l---t--+---------------1----t---t---t---1 CITY ENGI NEER PE 63912 EXPIRES 09 30 18 DA'ft 1
OWN BY: PROJECT NO. I DRAWING NO.
CHKD BY: .>C,. CT 14-08 496-2A RVWD BY:
DA 1E INITIAL
ENGINEER OF WORK REVISON DESCRIPTI ON O1HER APPROVAL CITY APPROVAL
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8'-0" -,I<'--9'-0" ~l"--1--+-6'-6" 5'-6" +-Y'-8: --,/''-8'-0"± --,/''--L..,I<'----6'-8" t 6'-4" -;,l'--'--;t--8'-0" -,r--8'-0"
250.00'
240.00'
230.00' ···----------------------
220.00'
-------------··-
NOTES:
APPROXIMATE ~
EXISTING GRADE ).,
_,,A'· 8" ---¥--7"
--"' B.O.W. = 235.00' -I
-.
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(SEE STRUCTURAL DWG.) I
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r ----(SEE DETAIL 1 /SH29)
--"H''.... __ 10'·0"
IB.O.W.=
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• ~ -~ -----....JL_" • -
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228.00· I 11 I I I ' I I I I I I I
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SB#27 I I s~~29 I SB#30 SB#~1
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11 I I L' I I I 11 I I SB#28 L-i L-il...-1 L-i
1. SEE SOLDIER BEAM SCH EDULE ON SHEET SH30 FOR SHORING ATTRIBUTES.
2. POTHOLE /FI ELD VERIFY EX ISTING CONDITIONS PRIOR TO SHORING INSTALLATION. PROFILE -LOOKING EAST 8: SOUTH
3. TEMPORARY SHORING IN THESE PLANS HAS BEEN ALIGNED WITH RESPECT TO THE EX ISTING & 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 AN Y VARIATIONS TO THE SHORING ENG INEER OF RECORD PRIOR TO COMMENCEMENT OF WORK.
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SCALE: 1" = 8'
ROY P. REED
SCALE : 1" = 8'
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11
(P) PILASTER TYP,
(SEE STRUCTURAL)
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--1
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I f
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TEMPORARY 1-1 SLOPE
(BY OTHERS , TYP,)
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LEGEND:
T.O.W. = TOP OF WALL
8.0.W. = BOTTOM OF WALL
LOBBY /ELEVATOR CAISSON INSTALLATION SEQUENCE
1. INSTALL TEMPORARY SOLDIER BEAMS & LAGGING .
2. PLACE WT BRACES ALONG SB #28-30 AS SHOWN .
3, DRILL CAISSON ADJACENT TO SB#29 WHILE ADVANCING
SURFACE CAS ING FOR COLLAPSE PROTECTION .
4. SET CONCRETE IMMEDIATELY FOLLOWING TIP ELEVATION.
5. PLACE 8" TOE BRACE ASSEMBLY AS SHOWN.
6. DRILL CAISSON ADJACENT TO 58#28 WHILE ADVANCING
SURFACE CASING FOR CO LLAPSE PROTECTION .
7. REMOVE 8" TOE BRACE ONCE CAISSON CONCRETE HAS CURED.
-
DESIGNATES 3x12 PR:SSURE
TREATED LAGGING
DESIGNATES 4x12 PFESSU RE
TREATED LAGGING
250 .00' ----
240.00'
230 .00'
220 .00'
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~ CITY OF CARLSBAD I SHEETS I 1----+--+----------------+---+---+--+---i ~ LAND DEVELOPMENT ENGINEERING 30
t----+--+----------------+---+---t---+---i
DA TE INITIAL DATE
ENGINEER OF WORK REVISI ON DE SCRIPTION OTHER APPROVAL CITY APPROVAL
TEMPORARY SHORING PLANS FOR:
LOT 9 DE'v£LOPMENT WtSTIN HOTEL AND TIMESHARE
DWN BY:
CHKD BY: S'<:,
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SAFETY CABLE RAILING , PER
CAL -OHSA REQUIREMENTS
(TYP., AROUND ENTIRE SHORED
PERIMETER, SEE 8/SH28)
"H'·
~
42" (MIN .)
f EXISTING GRADE
-::' , ! -1 (T.O_._W., SEE E(EVA'rilO~)
.. ,·----I --1 ----1 -,·--·--1 I .. -I --
::: I 1· --1, . 1-=-I I ! '--1 :--~_:-·
,, I -,_ :::: ==: 1···
-TIMBER LAGGING V .·.· (SEE ELEVATION)
. I ! .. ~ 1 . 5 SACK SLURRY SHAFT
!. ---BACKFILL (T.O.W. TO B.O.W) . I
I -· I '
I =--1
' .. ' 1-,
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(B.O.W., SEE ELEVATION) _-~I i 1-, __ 1 : _:___
1---·· ! : --·----,-
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--·I : ---1 i-
' -
"D" -.
! •
2,500 PSI CONCRETE SHAFT
~ 'i -BACKFILL (B.0.W TO PILE TIP )
j_
-I SOLDIER BEAM
(SEE SCHEDULE FOR
SIZE)
NOTES: 1. FIELD VERIFY ALL EXISTING & PROPOSED STRUCTURE S PRIOR TO SHORING INSTALLATION .
2. SEE SOLDIER BEAM SCHEDULE ON SHEET SH30 FOR SOLDIER BEAM ATTRIBUTES .
1 TEMPORARY CANTILEVERED SOLDIER BEAM (TYP.)
SH28 N.T.S.
TIMBER LAGGING
(SEE ELEVATION)
7
SH28
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(S EE ELE VAT ION )
SOLDIER BEAM
~:-1 I
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TIMBER LAG GING
(SEE ELEVATI ON)
, l .i I-•---1
~i , __ r;f1---20d COIM\ON NAIL FO R LAGGING
--1, -:-::: 1---11 ·-INSTALLATION (4 PER BOARD ) ·-1 ;--1
TIMBER LAGGING DIAGONAL SUPPORT DETAIL
N.T.S.
i--------SEE ELEVATION FOR SPACING -----------1
SOLDIER BEAM
-FILL VOIDS BEHIND LAGGING WITH 11-,,
_1_,::x:u~;si..c=fu COMPACTED SOIL OR LEAN CONCRETE -ii _______ : " . .. . I 1-. . . . . . =-
DRILL SHAFT (SE E BEAM
SECTIONS FOR BACKFILL
MATERIAL)
I I' I ........ .· .... 11,
-111-111-11--•>•••••• :>::<I I.
!77'7'"""'~~~=s:::=~~'I.~ .... ··I=,
1.5" (MIN .)
BEARING
TIMBER LAGGING
(SEE ELEVATIONS) 20d COMMON NAIL FOR LAGGING
INSTALLATION (TYP., AS REQD)
NOTE: NAILS MAY BE REMOVED FOR WATERPROO FING ONCE FINAL EXCAVATED GRADES (B.O.W.) ARE ACHIEVED.
2
SH28
1.5" (MIN .)
SOLDIER BEAM PLA N DETAIL (TYPICAL )
N.T.S.
I
..,.~ DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
TIMBER LAGGING
(SEE ELEVATION)
OUTSIDE CORNER DETAIL
N.T.S.
TIMBER LAGGING -.,...-'-'I'
(SEE ELEVATION)
SOLDI ER BE
-Ir ~ 'JT-
-=1 11~ .,.,.,.,, -. -• . • • -111" --·.· ·.-..... rrr 11 1-1 I 1==1 1=-
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TIMBER
LAGGING
NOTE: USE 6x4x3 /8 ANGLE
IRON AT SB#26-28 &
LOG CAB IN CORNER
L3x3x1 / 4 WITH 1 /2"x3"
LAG SCREWS 12" O.C.
(BOTH LEGS)
30-32 LOG CABIN CORNERS
SOLDIER BEAM
3 LOG CABIN CORNER DETAIL
SH28 N.T.S.
2" (MIN.)
BEARING
-
I SEE ELEVATION
' IL
·.· .. · ·.· .. _ 11-........... • -I
DRILL SHAFT (SEE I EAM
SECTIONS FOR BACKFILL
MATERIAL)
HSS6x OR SIMILA R
--__ 111 i 1-'-'"'·', •'-= I -1-, DRILL SHJ.FT (SEE BEAM
SECT IONS FOR BACKFILL
MATERIAL)
6·'± I TIMBER L\GGING r DRILL SHAFT (SEE BEAM
\/ SECTIONS FOR BACKFILL
1-
,l_ (SEE ELE'IATIONS)
/\ MA TE RIAL )
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SOLDIER BEAM 1.5" (M IN.)
BEARING
5 IN SIDE CORNER DETAIL 6 LAGGING OFFSET DETAIL
L2x2x3/8 ANGLE IRON ATOP
EACH SOLDIER BEAM MEMBER
3/8-i nch 0 WIRE ROPE
ALONG ENTIRE SHORING
PERIMETER (TYP.)
SOLDIER BEAM, TYP .
(SEE SCHEDULE)
2"
21 "
21 "
44··
~~1I~4c-+-~L --= ~4,c<, BOTH SIDES
DRILL SHAFT (SEE BEAM
SECTIONS FOR BACKFILL
MATERIAL)
8 CAL-OSHA GUARDRAIL DETAIL
SH28 N.T.S.
. (2
ROY P. REED R.e.£. 80503
2/7/2017
EXP. 3-31-2017 DATE
SH28 N.T.S. SH28 N.T.S.
"AS BU il T"
SHORING DESIGN GROUP
RCE -~ C EXP. 1 iSH ~ DATE
REV1EWED BY:
775 5 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586-8121 INSPECTOR DATE
~ CITY OF CARLSBAD I SHEETS I
1----+--+----------------------t---;------;-----i-----i ~ LAND DEVELOPMENT ENGINEERING 30
1----+--t---------------------t----t-----t----t-----i
TEMPORARY SHORING PLANS FOR:
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~~ESS/Qv~
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DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL
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(TYPICAL )
◄ 1-:
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-
,.,~---SEE ELEVATION ----.+'
' , I
\_WT9x32.5 STRUT SUPPO RT
(2 TOTAL, SEE ELEVATION)
SEE ELEVATION I'--,_ PROPOSED LOBBY WALL
-
•
-'l-
1 1--li>~WT9x32 .5 STRUT SU PPORT
(2 TOTAL, SEE ELEVATION ) ' ' J ·.
, I I, 1 ;r;
NOTES:
1. TIMBER LAGGING NOT SHOWN FOR CLARITY.
2. PI PE STRUT NOT SHOWN FOR CLARITY.
2. COPE WT MEMBERS AS REQD , TO FAC ILITATE CONSTRUCTION.
3. SEE SHORING PROFILE FOR WT BRACE ELEVATIONS.
WT I ANG LE BRACE CO NNECTION DETA IL (SB#28-30 )
N.T.S.
-, "
----,-1 /"4"'",7. V 4'"'"@""1'"2..c" O".-,.,.<... I"
-~, , ._ I '-----TIMBER LAG GI NG
SOL DI ER BEAM _ I-~~-_ 11--(SEE ELEVATIONS)
,I ,-<'. ~~~ '-
~I I I~~ \ DRILL SHAFT (SEE BEAM
11=rr1 «<> > .... r SECTIONS FOR BACKFILL
? ~ : 11 MATERIAL)
--, / r----
1.5" (MIN .) --
BEARING ~
ANGLE IRON CONNEC TI ON
N.T.S.
RQY P. REED ...
5/16 V
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----8" SCH.40S PIPE STRUT
1" MIN (TYP.)-c---i---
:sJ.-'l--•e-'--~=""',P I
',, ' 11
NOTES:
1. SEE SHORING PROFILE FOR PIPE STRUT ELEVATION .
-1 2 ' CORNER BRACE PLATE CONNECTION (SB#28 & 30)
,SH29 N.T.S.
SHORING DESIGN GROUP
•
7755 VIA FRANCESCO #1
SAN DIE GO, CA 92129, (760)586 -8121
"AS BU IL T"
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RCE ~-n EXP.
REVIEWED BY:' ,1
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INSPECTOR /
.
DATE
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DATE
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DA TE INITIAL DA TE INITIAL 'D.-:TE INITIAL
R.C.E. 80503 EXP. 3-31-2017 DATE ENGI NEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL -
TEMPORARY SHORING PLANS FOR:
LOT 9 DEVEL(fMENT M:STIN HOTEL AND TIMESHARE
• • GPA 1'4-0J
APPROVED: 1,11 /) '_-jJ JASON S. f,ELQERT
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CITY ENGINEER /PE 63912 EXPIRES 09/30/18 MIT 1
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CHKD BY: S'-.
RVWD BY:
PROJECT NO.
CT 14-08
DRAWI NG NO.
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GENERAL NOTES
1. CONSTRUCTION PLANS AND CALCULATIONS CONFORM TO THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE.
2. TEMPORARY SHORING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE STATE OF
CALI FORN IA CO NSTRUCTION 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 PR OVIDES FOR THE PROPOSED STRUCTURE.
4. ALL TEMPORARY SHORING ELEMENTS DEPICTED WI THIN THESE DRAWINGS ARE LIMITED TO A MAXIMUM SERVICE LI FE OF
ONE (1) YEAR . AT THE END OF THE CON STRUCTION 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 GEN ERAL CONTRACTOR.
9. ALL MONITORING PROVIDED IN THESE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.
10. TEMPORARY SHORING IN THESE PLANS HAS BEE N ALIGNED WITH RESPECT TO THE EXISTING & PROPOSED FEATURES, AS
PROVIDED . ACTUAL FIELD LOCATION OF THE SHORING WALL SHALL BE ESTABLISHED USING ACCURATE HORIZONTAL
CO NTROL & COO RDINATED TO FOLLOW TH E PLANNED LOCATION OF THE PROPOSED IMPROVEMENTS. REPORT ANY
VARIATIONS TO THE ENG INEER OF RECORD PRIOR TO COMMENCEMENT OF WORK .
11. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTI NG UTILITIES AND STRUCTURES PRIOR TO EXCAVATION
AND THE INSTALLATION OF SHORING .
12. TH E GENERAL CON TRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE
IMPROVEME NTS PRIOR TO INSTALLATION.
13. THE GENERAL CONTRACTOR SHALL PROVIDE MEANS TO PREVENT SU RFACE WATER FROM ENTERING THE EXCAVATION OVER
THE TOP OF SHORING BULKHEAD.
14. INSTALLATION OF SHORING AN D EXCAVATION SHALL BE PERFORMED UNDER CONT INUOUS OBSERVATION AND APPROVAL OF
THE GEOTECHNICAL ENGINEER AND AUTHORITY HAVI NG JURISDI CTION.
15. ALTERNATIVE SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING
ENGINEER .
16. THE GEOTECHNICAL ENGINEER SHALL REVIEW & APPROVE THE PROPOSED SHORING SYSTEM PRIOR TO INSTALLATION, &
VERIFY THE ADEQUACY OF ALL TEMPORARY GRADING WITH RESPECT TO EXISTIN G IMPROVEMENTS.
17. IT SHALL BE THE GENERAL CONTRACTOR'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, MECHAN ICAL, ELECTRICAL AND ALL OTHER PERTINENT DRAWINGS BEFORE PROCEEDING WITH
CONSTRUCTION .
18. THE CONSTRUCTION OF THE WORK UTILI ZING THESE DESIGN-BUILD PLANS SHALL BE PERFORMED BY EL LIOTT DRI LLING
SERVICES ONLY. OWNER AND /OR CONTRACTOR SHALL NOT USE OR CONTROL THE DESIGNS WITHOUT THE PRIOR WRITTEN
CONSENT OF AN AUTHORIZED REPRESENTATIVE OF ELLIOTT DRILLING .
1.
2.
3.
4.
5.
6.
7.
1.
2.
3.
SHORING INSTALLATION PROCEDURE
FIELD SURVEY DRILL HOLES & SHOR ING ALIG NMENT ACCORDING TO WALL DIMENSIONS & DATA SHOWN OR AS APPROVED BY
THE SHOR ING ENGINE ER.
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.
INSTALL SOLDIER BEAMS ACCORDING TO THE DETAI LS & SPECIFI CATIONS SHOWN IN PLAN . IF NECESSARY, CASING OR
OT HER METHODS SHALL BE USED TO PREVENT LOSS OF GROUND OR COLLAPSE OF THE HOLE.
START EXCAVATION AFTER CONCRETE HAS CURED FOR A MINIMUM OF (3) TH REE DAYS.
INSTALL LAGGING BETWEEN INSTALLED SOLDIER BEAMS IN LIFTS NO GREATER THAN 5'-0" OR AS OTHERWISE AUTHORI ZED
BY THE GEOTECHNICAL ENGINEER.
BACKFILL ALL VOI DS BEHIND LAGGING WITH COMPACTED SOIL OR LEAN CONCR ETE AS SPECIFIED IN THE DETAILS HEREIN .
REPEAT STEPS 5 & 7 UNTIL BOTTOM OF EXCAVATION IS REACHED.
MONITORING
THE GENERAL CONTRACTOR SHALL MONITOR SURVEY POINTS ACCORDING TO THE "MONITORING
SCHEDULE" & LOCATIONS SHOWN PER PLAN .
THE GENERAL CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTI ON SURVEY INCLUDING
PH OTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS.
MAX IMUM THEORETI CAL SOLDIER BEAM DEFLECTI ON IS 1-INCH. IF THE TOTAL CUMULATIVE
HOR IZONTAL OR VERTICAL MOVEMENT (FROM START OF CONSTRUCTION ) EXCEEDS THIS LIMIT, ALL
EXCAVATION ACTIVITIES SHALL BE SUSPEND ED AND INVESTIGATED BY THE SHORING ENGINEER FOR
FURTHER ACTIONS (AS NECESSARY).
MATERIAL SPECIFICAT IONS
STRUCTURAL STEEL
1. 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 (LAGG ING ) SHALL CON FORM TO THE REQUIREMENTS FO ASTM A-36.
4. WIRE ROPE (GUARDRAIL): SHALL HAVE A MINIMUM BREAKING STRENGTH OF 13,500LBS.
STRUCTURAL & LEAN CONCRETE
A. STRUCTURAL CONCRETE:
1. STRUCTURAL CONC RETE (DRILL SHAFT TOE BACKFILL) SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2,500PSI AT 28-DAYS.
2. CONCRETE MIX SHALL BE IN ACCORDANCE WITH 2013CBC 1905.3 TO MEET THE FOLLOWING :
A. MAXIMUM 1-INCH HARDROCK CONCRETE CON FORMING TO ASTM C-33.
B. TYPE II NEAT PORTLAND CEMENT CONFORMING TO ASTM C-150.
B. LEAN CONCRETE (SLURRY)
1. LEAN SAND SLURRY MIX SHALL CONTAI N A MINIMUM OF 1.5 SACKS TYPE II CEMENT PER CUBIC YARD.
TIMBER
1. TIMBER LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR LARCH NO . 2 OR BETTER.
2. TIMBER LAGGING SHALL BE PRESSURE TREATED IN ACCORDANCE WIT H AWPA U1 USE CATEGORY 4A.
WELDING
1. ELECTRIC ARC WELDING PERFORMED BY QUALIFIED WELDERS USING E70XX ELECTRODES OR
CONTIUOUS WIRE FEED.
2. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING .
SOLDIE R BEAM SCHEDULE
f i i ~~~_':~ Toe Total Toe
From f To Beam ;-Beam
--, Height , Depth Drill Diameter
Beam :_Beam l Qty l Section t -t -' Depth ! ' i --' I H D H+D Dshaft I
. I ft ft ft in
_J ···1-· -~ -·---~·---. ~ . ·-
15.0 24 1 . 1 -1 I W12x26 j 5.0 . 10.0 : ·---· ---+ ----·-i--·""" -..... --·~------~------·----··----
2 3 2 W18x65 13.0 17.0 30.0 24 ----------4 ' 4 1 W 24 X 55 13.0 17 .0 '
5 -i 13 -9 -W 18 X 65 ~ 13 .0 , 17.0
•--•n• •-•·..-J •-··••••·-•-• .. •t ••--• -·•'
14 f 15 2 W18x50 12.0 . ---16.0 -·-. ---+ ---------------.,. ... •-•·• •·•-••u•-·•
16 J 16 1 W16 .:_40 11 .0_;
I
14.0
-
1 -'---{ 17 i 18 2 W16x36 9.0 _ 13.0
19 ! 19 1 I W14x30 8.0 I 12.0
--i ----. ,.__...__. -~ 4 -~--~-.• --__ j ----...
20 20 1 W 14 X 30 7.0 13.0 --r ----------
) t ,._
21 ' 21 1 1 W 12 X 26 6.0 10.0
22 -24 I 3 W12x26 · 5.0 10.0
---------.1.----------.. --·~·---·---.. -·---·· ---
25 25 1 W 16 X 36 , 7.0 18.0
26 -,-·26 · ~-1 · i w •16x 36 ·--7_0--13:ii"
-1----, --
' 2i" 2i" 1 1 W 18 x 65 ; 12.0 '
--·• "!'-~----~ ---·---· ---·~-----.~
28 28 1 W 18x 65 12.0 :: . :j ; i~:::f ~;-I
18.0
23 .0
18.0
13.0
-
----30.0 30
F ---30.0 24 --· -----····--28.0 24 -----__ ,,., .. ,. -25.0 24 -
--4 --..
22.0 24
20.0 24
-. ------·-••s, ------
20.0 24
t
16.0 l 24
15.0 I 24
25.o l 24 ·•-··+--•···-•-·--·-··-· ·---
20. 0 i 24 -L -
-f -.
' 30.0 , 30
!~:i·· 1---~~ -
20.0 24 . --1
'1~£5S/Qv~
~ I\ r. !?(-"),.,"'<~, St 'GI ,t:'1
-"' C 80503 z ,.._.,,-....,., _ r __;,---,~\;_1· rxp. 3/31 /17 m
~ 1~ V " " 2/7/2017 -,~ EM\.~~·
_R_O_Y_P=. -RE_E...cD=--=----R.-C-.E-. -80-5-03 ____ E_X-P.-3--3-1--2-0-17--DA_T_E_~. ~q'(.AIJ,-::,-
STATEMENT OF SPECIAL INSPECTIONS
VERIFICATION AND INSPECTION
1. Verify use of required design mix
2. ln;pection of concrete placement for
proper application techniques.
3. Material verification of structural steel
a. For structural steel, identification
rmrkings to conform to AISC 360.
b. Manufacturer's report
4. Inspection of welding
a. Multipass fillet welds
5. Material identification of timber
a. Identification of preservative
VERIFICATION AND INSPECTION ITEMS (OTHER)
6. Observe drilling operations and
maintai n complete and accurate
records for each element.
7. ,erify placement locations and
plumbness, confirm element
ciameters, lengths, embedment into
tedrock (if applicable). Record concrete
and grout values.
8. Verify excavations are extended to the
proper depth.
CONTI NOUS PERI ODIC
X
X
X
X
X
X
X
X
X
DESIGN CRITERIA
CBC REFERENC E
1904.2.2
2303.1.8.1
1 . SOIL DESIGN DATA IS BASED ON TH E RECOMMENDATIONS PRO VID ED IN THE FOLLOWI NG
GEOTECHNICAL REPORTS:
A. GEOTEC HN ICAL INVESTIGATION
LOT 9 AND CMWD WATER TANK SITE
GRAND PACIFIC RESORTS
CA RLSBAD , CALI FORN IA
PREPARED BY: MTGL, INC., DATED : OCTOBER 14, 2014 .
2. SOIL DESIGN PRESSURES
A. PASSIVE EARTH PRESSURE = 350PSF /FT
B. EQUIVALENT FLUID PRESSU RE = 30PSF /FT (LEVEL)
C. EQUIVALENT FLUID PRESSURE= 60PSF /FT (WITH 1-1 SLOPE)
D. MINIMUM LIVE LOAD= 72 PSF
SHORING DESIGN GROUP
~
RCE ~3,
7755 VIA FRANCESCO #1
SAN DIEGO, CA 92129, (760)586 -8121
"AS BU il T"
0
EXP. )l 11f:11
I
'l{kft,,.
DATE
DATE
~ CITY OF CARLSBAD ~ 1---------11-----+-----------------------t-----t---t------t---1 ~ LAND DEVELOPMENT ENGINEERING ~ ::=='....::::::========::::'...:::==
DA lE INIJ]A_l DATE INm AL bATE INITIAL
ENG1NEER Of WORK REVIS ION DESCRIPTION OTHER APPROVAL CITY APPROVAL
TEMPORARY SHORING PLANS FOR:
LOT 9 DEVELOPMENT il:STIN HOlEL flND TIMESHARE
• , GPA 14-0J
APPR OVED: // I/ 1 • JASON S~DERT , I J AA .]
<>E 63912 EXPIRES 09 /30 /1! DA CITY ENGINEER
DWN BY:
CHKD BY: -'C
RVWD BY:
PROJECT NO.
CT 14-08
DRAWIN G NO.
4 96-2A
033117
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