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HomeMy WebLinkAboutDWG 405-5A; CDP 01-35; PATEL RESIDENCE; 01-04GRADING NOTES: (IN AfJOfl70N TlJ TH£ RBXIIREIIENTS OF CHAPTER I I. OfJ OF THE CARLSB40 NI.IMC/PAI. COO£.) 1. THIS PIAN SUPERSEDES ALL OlHER PlANS PREVIOUSI.Y APPR(M1) BY TH£ Cl!Y OF CARLSB40 !i'R.4/WNC CRAOINC SHOWN ON THIS SET OF PLANS. 2. #l'l'il?W4l OF THIS PiAN /JOES NOT LESSEN OR /#'AM' ANY POR!lON OF 1lf£ CARLSB40 AIUNICIPAL COO£, RESOl./lllON OF a?NOlll'OAl4L #l'l'il?U4l, Cl1Y STANOAROS OR OlHER AOOl710NAf. OOC/IAl£N1S LISTED HEREON AS !HEY M4Y P£Rli!IN ro THIS PRO,/B;T. THE E.NCINElH IN RESPONSIBLE CHARGE SHALL REVISE THESE PlANS IWIEN NON-IXWR7R~ IS OISCOVE:REO. J. Cf!Y #l'l'il?l((l OF PiANS /JOES NOT REl.f&E TH£ OE'IEZOPEl? OR ENCINE&-OF- MJRK fli'OII RESPONS/81l/TY FOR TH£ CORREC!lON OF ERRORS ANO {)1,//SS/ONS 0/SCO/e?il) tJtJRINC CONS1Rf/C110N. ALL PIAN ~ SHAl.l BE PROl,/Pll. Y St/Bl,//TmJ ro TH£ CITY ENCINElH RJR APPROVAL. ~ A RICHT-OF~/YAY PERJlfT fli'OII TH£ CITY ENCIN£ER /f/l.l BE REr){JIREl) f7JR ANY MJRK IN TH£ PiJBlfC RICHT OF /YA Y. PRIOR TlJ PERA/IT fSSl/ANCE; A CEJ?llRCATE OF INS/IRANCE AflfST BE RlEO NMIINC THE Cl1Y OF 04Rt.SB40 AS AN AOIJIT70N4/. INSl/REO ON THE PEl?AlfTTEE'S POlJCY IN THE VIN/All/I,/ Al,/{}{/Nf OF /1,000,000.00 FOR EACH OCC/IRRENCE OF LJ4BII.ITY. THE INS(IRAIJC( COAIPANY ll'Rf11NC THE POlJCY All/ST HA~ A RAllNC OF ~• ANO A SIZE QfllWtrr.(JE~CJASS VAS ESTA!ltJSffElJ BY mzy• KEY RA71N6 litlllJ£ . ~ 5. /INLESS E%£1,/PTEO BY SEC!lON JOl.fb)5 OF THE t/NIHJRAI Bl/fllJINC COO£. RETAIN/NC /#'ALLS Ol/1S/0£ OF PiJiluc RICHT OF IYAY RE()IJIRE SEPARATE PERAi/TS fli'OII TH£ Btlfl.OINC DEPARTMENT. 6. NO MJRK SHALL BE COAMl£NC£lJ l/Nlll. ALL PE1Mll7S HAie Bl'lN OBTAIN£!) fli'OII THE Cl1Y ANO OTHER APPROPRIATE ACENCIES. 7. #l'l'il?W4l OF THESE PlANS BY THE CITY ENC/NEER /JOES NOT AI/THORfZE ANY /#'ORK OR 6l'il40/M,' TlJ BE PERFORAIE!J /INlli. THE PROPERTY OMVEJ?'s PERl,//SS/ON HAS BEEN OllTAINEO ANO A W4lf0 6l'il40/NC PERI/IT HAS BEEN /SS/IEO. 8. NO REVIS/lWS Mf.l BE M4llE TrJ THESE Pl.ANS If/THO/IT THE WRITTEN APPROVAL OF THE CITY ENC/NEER, NOTED WflHIN THE Rlw.,/ON BlOCK, ON THE APPROPRIATE SHEET OF 1lf£ PLANS ANO 1lf£ 7lll.E SHEET. 9. 0Rf6/N4l ORAIYINCS SHALL BECOI.IE THE PROPER!Y OF THE Cl1Y l/PON BEfNC SICNEO BY 1lf£ Cl1Y ENC/NEE?. ta TH£ Gl'i'/Q'N4l ORAIYINC SHAI.L BE REVISED TrJ RER.ECT AS-Btlfl.T CONOfTlONS BY THE ENCINEER-OF-ll'ORK PRIOR TlJ RNAL ACCEPTANCE: OF THE MJRK BY TH£ CITY. 11. ACCESS f7JR RR£ ANO OlHER £1,/EJi'CENCY f£1ffCI.ES SHAI.L BE M4/NTAIN£1J TrJ 1lf£ PROJECT Sl1E AT ALL llAIES tJtJRINC CONS1Rf/C110N. 12. IWIERE ll?ENCHES ARE IY/1HIN Cl1Y EASEYEN1S, A S0/1.S REPORT COAIPRIS£lJ OF: (A) SWAl4RY SHEET, (B) LABORATORY JYORK SHEE7S ANO (C) CONPACllON CilRVES, SHALL BE S/181,f/TmJ BY AP~ ENC/NEER OF TH£ STA1E OF Q4LIF~ PR/NC/PALLY 00/NC Bl/SIN£SS IN THE RELO OF APPUEO SOILS 1,/ECHAN/CS. THE .SVA'.S REPORT /fill BE SIJBAIIT1EO TO THE Cl1Y E.NCINElH/NC INSPECTOR WflHIN TWO WORK/NC Ll4Y.5' OF THE COAIPI.EllON OF REl.O TESTS. IJ. A SOILS COl,/PAC!lON REPORT ANO COAIPl.l4NCE /IERIRCA!lON REa.«WNC AIJHER£NCE TrJ RECOA(AllM:Wlltw.S' Ol/llJNEl) IN THE Sl:l'LS REPOKT IS REOl/fREO PRIOR TrJ THE /SSIJ4NC£ OF A BllflOfNC PERJIIT. All CONll?Ol1.El) 6l'il40/NC SHAI.L BE lJON£ l/MJER THE OIREC!lON OF A f!'?OfF.5:SYON4l ENC/NEER OF TH£ STATE OF Q4l/FlJRNIA PR/NC/PALLY 00/NC Bl/SINESS IN TH£ REl.l} OF APPL/£0 SOILS AfECHAN/CS. AI.L RI.L OR RITVRE fill ARDIS SHALL BE CONSTR/ICTEO IN A~ Wf7H THE Cl1Y OF 04Rt.SB40 STANLl4RIJ SPECIRCA!lONS ANO THE • EARTHiYORK SPEC/RCAllONS • ATTACHElJ TrJ THE PREl.fNINARY SWlS /MIESllCA110N. Ll4IL Y REW COAIPAC!lON REPORTS /fill BE SIJBl.lfTmJ TlJ THE PROJECT INSPECTOR. I~ L..E'BEI:fJNSmtJCTTON JIEU7N(] .s/i4LL BE HBQ AT TH£ SUE PRIOR m THE B£ll/NN!Nf,__f}£_Jf( ANO SHALL B£ ATlENQED BY AIL REPRESENT~ RESl'ONSIBlE f7JR CONSTR/ICllON, INSPECllON, SU"Ei'/4.si'/JM TESllNC ANlJAfi.. f}Ilf£ll...i1Sf'EJ:l£~ TH£ CONTRACllJR SHAI.L SCHEO/llE THE AIElllNC THROl/CH 1lf£ PERl,(fT CLEJ?K ( -IJB-1!6! ext.m.J) AT LEAST R~(5} WORK/NC ll4Y.5' PRIOR TrJ STARllNC CONS1Rf/C110N. APPRO//ElJ ORA/f/NCS All/ST BE AVAflABlE PRIOR ro SCHElJt/UNC. THE CRAOINC PERl,//T /f/Ll BE PR0/40£0 BY 1lf£ PROJECT INSPECTOR AT TH£ NEEllNC. 15. ALL1NSf'ECllfJU REIJl/£SJS.JmiER..IlfAN_£fJB__Eli'ECfJN, . BE Jl4fJE BY CAll/NC .ll/L£Ml/NE£9/Ntl 2-l HOUR /NSPFCI/ON.._.BE(}(IEST lJNE AT /7.fQL~t. INSPECllON .fl£W£SLJIVSL_.Jl£.....iEfEJ,_f'Rfflfr_I12 2.fJQ P.N. ON THE ll4Yll£H)f?f THE fNSPECllON IS IIEFQfJJ. INSPEC110NS /f/1.L BE AIAIJ£ THE NEXT /#'ORK £HY /INLESS YOl/ R£0(J£ST OTHER/ffSE. REO(J£STS M4llE AnrR 2:00 P.AI. /fl/.1. BE SCHE0/11.EO FOR TWO RILL /fORK ll4Y.5' lA!ER. 16. THE 0/#'NEJ? ANO/OR APPUCANT THRO/ICH TH£ OE'IEZOPEl? ANO/OR CONTRAClVR SHAI.L 0£57Gv, CONSTR/ICT ANO M4/NTAIN ALL S4FUY OlWCE.5; INCL/IOINC ShV.1¥NI.;; ANO SHALL BE SOlEl. Y RESPONSIBIE f7JR CONfl:IRAQNC ro All LOCAL, STATE ANO FElJ£l?A1. S4fl7Y ANO HEALTH SM¥ll4R0.5; lAll'S ANO R£6l/lAllONS. 17. THE CONTRACllJR SHALL CONflJRI.I ro LABOR COO£ SEC!lON 6705 BY S/IBAlfTllNC A /JETA/l Pf.AN ro THE Cl!Y ENC/NEER ANO/OR CONCEl?Ml) ACENCY SHO/f/NC THE fJ£SICN OF SH&INI.;; BRACING Sf.OP/NC OR OTHEJ? PRO~ TrJ BE M4llE OF iYORKE1? PR01EC110N fli'OII THE HAZARD OF CA/4NC CROl/NO O{JRINC THE £)(CAVA710N OF S/ICH TRENCH OR TRENCHES OR O{JR/NC THE PIPE INSTALlAllON THEREIN. THIS PLAN All/ST BE PREPARElJ RJR ALL TRENCHES RVE FEET (5') OR JIORE IN DEPTH ANO APPRO//ElJ BY THE Cl!Y ENC/NEER ANO/OR CONCERN£!) ACENCY PRIOR ro D'CAVA77Cw. /£..llf£1'1&L.'INlfES_l7f(M( Il/£51iflR/Mi.SYSJEJi STAN.lW?IJS...j},'1:4BI.ISHEO BY THE .. CONS1RIIC710N_S4fETY~ORIJ0?S. llll.E_~ ~tmRN.14 AOlll!IISll!ATJVE ~ THE Pf.AN SHALL .Jlt:_JJ?EP~ BY A B£6/S1IR£/l..£Nfl1NEER AT 1HE.~!RACK!/JS.....L){P..£NSE, A COPY OF THE OSHA £)(CAVA710N P£Rl,ffT Nl/ST BE S/1/11,/fTmJ ro THE INSPECTOR PRIOR TrJ £)(CAVA110N. 18. NO BlASllNC SHALL BE PERflJRl,/EO tJNl7l. A W4lll) BlASllNC PERI/IT HAS BEEN 09TAIN£lJ fli'OII THE Cl1Y OF CARLS840. S//8AlfT APPl.fCAllON FOR BlASllNC P£Rl,ffT >YEl1. IN ADVANCE OF 1lf£ SCH£lJ/ll.fNC OF BlASTINC OP£RA110NS. 1.9. IF ANY ARCHABJl.OCICAL RESOURCES ARE O/SCOVEREl} If/THIN ANY /fORK AR£4 O{JRING CONSTR/IC110N, OPERAllONS_~-=Mt.l-··CWE~IAINElJ/,llllY, ANO .. fflE P£RAIIT7EE If/IL NOllFY THE Cl1Y EN6INEE?. OPERAllONS /fll.l NOT RESTART l/Nlll THE PEli'AlfTTEE HAS R£CEMl) /#'RITIEN Al/THOR/TY fli'OII THE CITY £NC/NEER ro oo sa .2t7. ALL OPERAllONS CONO(JCTEO ON THE SITF OR AO.IACENT THEli'm}, INCL/IOINC /fARMfNC l/P, REPAIR, ARRIVAL. fJEPARTl/RE OR OPERAllON OF 1RIJCKS, EARTHM0/4NC £()1J!Pl,/ENT, CONSTR/ICllON £OIJIPV£NT ANO ANY OlHER ASSOCl4TEO 6l'il40/NC EQl/fPl,/ENT SHALL BE l/AlflElJ TO THE PERfOtJ B£1WEEN 7:00 AV. ANO Sl/NSET EACH ll4Y, M0Nll4Y 1lfR(I fR/IJ4Y ANO NO EARTHAI0/4NC OR 6l'il40/N6 OP£RA110NS SHALL BE CON/XJCTElJ ON H'EEKENOS OR HOL/IJ41'S. f' UST OF CITY HOL/IJ4Y.5' IS AVAILABt.E AT 1lf£ ENC/NEER/NC IJEPARTMENT COl/NTER. 21. t1IL. OfF-SllE HAfJL f«Jf/Ei..S/fl!J./...flt:._SV/ll,//Jl£lL...BY THE CfJlfllJA.C]J)R TlJ _llfE CITY ENC/NEEl? FOR APPROVAL T/1'() Rill . /#'ORK/NC ll4 Y.5' PRIOR TrJ BECINN/NC OF -iniRK. --. ---·--· .. . .. . . . ... . .~ . .. . ... . -· ---· --·---· -· . .. ----- 22 INPORT AIA1ERIA/. SHALL BE OBlil/N£lJ fnt!fl, ANO I/IAS!E AIA1ERIA/. SHALL BE IJEPOSITEl) AT, A SITE APPRO//ElJ BY THE Cl1Y 016/NEEJ?. Jlf£_....coNJJMf:lJJR S!i4LL . 8£. RESPQNSIBL£ FOR ANY llElJRfS OR Ll4AIACE Cla'VfiW(NC_AlQM;' lll£Ji41/t. 1'f!l./l£S. OR @ACCNT S11?{VS AS A RESULT OF THE CRA/Jl.lf{,. !JefJM.llON. 2J. BR/ISH SHALL BE REA/0//ElJ ONLY IY/1HIN THE AR£4 ro BE GRAOElJ. NO THEES ARE TrJ BE REAIO/IElJ l/NlESS SPECIRCALl Y NO TEO ON TH£ PIAN. 2-1-. ALL AREAS SHALL BE 6RAIJ£l) TrJ MW-CRAIJIN6 RESIJLllNC IN THE AWOAVC OF IYATFR IS NOT P£RJlfT7Fl}. ALL EARTHEN SWALES ANO DITCHES SHALL HA~ A VIN/All/I,/ ONE P£RCBff Sf.OP£ 25. THESE PlANS ARE S/IBIECT ro A SICNEO ANO APPRO//ElJ SET OF EROSION CONlROl PiANS. EROSION CONlROl SHALL BE AS SHO/#'N ANO AS APPRO//ElJ BY THE CITY ENC/NEER OR AS 0/RECTEO BY TH£ Pli'O.IECT INSPECTOR. 26. ALL SLOPES SHALL BE lRMMIEO TlJ A RN/SH 6RAfJE TrJ PROlJl/C£ A l/NIRJRAI Sl/RFACE ANO CROS:s' SEC110N. TH£ Sl1E SHALL BE LEFT IN A NEAT ANO OROERl. Y CONOf110N. ALL SIONES, ROOTS OR OlHER OEBRIS SHALL BE REMOVED ANO lJISPOS£l) OF AT A S/1E APPRO//ElJ OF BY THE CITY ENCfNEEl?. 27. ALL SLOPES SHAl.l BE fRRIG41El}, STABIUZEO, PlAN1ElJ ANO/OR lfYIJROSEElJEl} WflHIN 7lN (10) Ll4Y.5' OF 1lf£ 11AIE WHEN .£&Cfi SLOPE IS BROl/CHT TrJ 6RAfJE AS SHOMV ON THE APPRO//ElJ 6RAlJ/NC PLANS. 28. lANOSCAPINC SHALL BE ACCOAIPI./SHEO CW ALL st.OPES ANO PADS AS R£Ol/lRElJ BY THE CITY OF CAR1.SB40 IANOSC4PE M4NI.IAI., THE lANOSCAP/N6 Pf.ANS FOR THIS PROJECT, ORAIYINC Na ..N/A~ ANO/OR AS 0/RECTEO BY TH£ Cl1Y ENC/MIR OR PfANN/NC DIRECTOR. 2.9. THE 0/l'NER/APPllCANT SHALL INSl/RE THAT ALL CONTRACllJRS SHAI.L COOROIN4TE THE WORK OF THESE CRAIJINC Pf.ANS Wf7H lHAT SHOWN ON BOTH THE LANDSCAPE ANO /RRIGl/llON PlANS ANO THE /Alf!'?O/IEMENT Pf.ANS AS RBXIIREO FOR THIS JYORK IN A~ If/TH THE IANOSCAPE AIAMJAL lMIE R£(){//REMEN1S. GRADING NOTES CONTINUED: Ja SlrJRAI IJRAIN PIPE SHALL BE RE/NflJRCElJ CONCRETE PIPE WITH A /,//Ml,/(//,/ O-LCJ40 OF 1,J50. FOR PRIVA!E STVRAI ORA/N PA'¥3; l/P TrJ 15" PU':' AIAY BE /llllJZElJ PR0/40£0 DEPTH IS LESS THAN 15 FEET ANO 81/CKRl.lEl} WITH .VI' ROCK PER SORSO S--1-Tl'P£ t'' ANO PIPE AIEE7S AS1M STANDARD .JO.J-1-f7JR SOR J5 SOL.JO IYALL PIPE. .JI. l#'H£l?£ AN EXIS71N6 PIPE LINE IS TrJ BE A8AMJON£l) AS A RESIJLT OF THE 6RAIJINC OP£RA110N, IT SHALL BE REJ,/0//ElJ IY/1HIN l1YENTY FEET OF Btlfl.0/NC OR SmEIT AREAS ANO REPtAC£lJ Wf7H PROPE1fl Y COAIPACTElJ SOll.S: IN OlHER AR£4S THE PIPE /f/l.l BE Pf.l/CCEO Wf7H CONCRETE OR RB/0//ElJ AS #l'l'il?//ElJ BY THE Cl!Y ENC/NEER. 32. THE CONTRACTOR SHALL /IERIFY THE LOCAllON OF ALL £)(fS71N6 FACIUllES ( ABOI€ CRO/INIJ ANO l/MJER CRO/JNO) IY/1HIN TH£ PRO,/B;T S/1E Sl/FRC/£Nll.Y AIIEAO OF 6l'il40/NC TrJ P£l?l,//T TH£ REVISION OF THE CRA/JINC Pf.ANS IF IT IS FOl/NIJ THAT TH£ ACTl/Al lOCAllONS ARE IN CONfllCT If/TH TH£ PROPOSEO /#'ORK. .J.J. TH£ CONTRACTOR SHALL NOllFY AfiR:TEO //7li.lTY COMPANE.5' (SEE BEZ.OIi') AT l£4ST 2 RJl.l IKJRK/NC /,MY., PRIOR TrJ STAR71NC 6l'il40/NC NEAR THEIR FAC/LmES ANO SHAI.L COORIJIN4TE THE JYORK Wf7H A COl,/PANY REPRESENTA71V£ /INfJ£li'(,R(JlJNf SE7i'V/C£ ALEJ?T l--800-122-11.J.J SIJ6M (16Q)fl8-6200 PAC/RC BEU. (!60)#1.9-.J#I AIJEI.PH/4 CABLEllfSION (760)-IJB-52-1-1 CITY OF CARLS84/J(Sll?EE1S & STORA/ ORAIN} {760}fl8-2980 'CITY OF CARLS/140(SEWER, IYATFR & REC/.AIAIElJ /YATER} {7W)-I-J8-2720 ~ 0/ECl/lTO lfA1ER 0/SlRICT (760}75.J-11-15 '!El!C4m4 COl/NTY /YATER DISTRICT (76/J}75J-()f55 'IIALLECITIJS /YATER 0/STRICT (760)71-1--0/6() '()LMNHAfN /YATER 0/STRICT (76/J)75J-6-166 'Bl/EN4 S4NITA710N OISlRfCT (760)565-5657 •AS APPROPRl41E .JI. PElMT COl,/P/./4NCE R£Ql/fR£XIEMS: A. FOR CONlROl.lElJ CRAIJIN6 -THE APP!.ICANT HIRES A CMl ENC/NEER, SOILS ENCINEm, ANO/t?R CEOl.06/ST TrJ 6/VE TECHNICAL AIJIIIC~ OBS~ ANO CONlROl. THE /fORK IN PlilX'RES.S' /11.06.170(8}/ 04Rt.SB40 1,/l/NfC/PAl. COO£ B. PRIOR TrJ FlN4/. #l'l'il?W4l OF A 6RAIJINC ~ TH£ RJi.LOIYINC -REPORTS AIUST BE S/181,//TmJ ro THE Cl1Y ENC/NEER 14A THE PROJECT INSPECTOR /I 1.06.190{8}/ CAR1.SB40 AI/INICIPAL COO£.· (I) RN.fl REPORT BY S/IP£1MSINC CRAOINC ENC/NEER STAllNC ALL CRAOINC IS COAIPI.ETE. ALL EROSION CON7ROl., SLOPE PiAN11N6 ANO /RRICAllON ARE INSTAllEO IN CON~ Wf7H CITY coa'" ANO THE #l'l'il?//ElJ Pf.ANS ( OBTAIN SMIPI.E OF COAIPllANC£ LETTER fli'OII Cl1Y ENC/NEER/NC DEPAR1MEN1}. (2) AS-Btlfl.T 6RAlJ/NC Pf.AN. (J) REPORT fli'OII THE .m'lS ENC/NEER. lfHfCH INCl.l/OES R£COAIAf£NlJ£l) SOil BEAR/NC CAPACfllES, A STAmlENT AS TrJ THE EXPANSIVE ()IJALJTY OF THE SOIL, ANO SWM4RIES OF REl.O ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCll/OE A STAmlENT BY THE SOII.S ENC/NEER THAT THE 6RAlJ/NC IYAS DONE IN ACCORL14NC£ IYITH TH£ REQl/lREJ,/EN1S ANO RECOAIAIENL14710NS Ol/ll/N£lJ IN THE PREl.lAIIN4HY SOILS REPORT ANO ANY Sl/PPl.£11£N1S THERETIJ. (-1-) REPOKT Wf7H AS-Bl/lLT CEOl.06/C Pf.AN, IF R£()1JIR£l) BY THE CITY. J5. l/M.£SS A CRAOINC P£RJlfT RJR THIS PROJECT IS fSS{J£l) /lll7HtN ONE (1) /'li4R AF1E7i' TH£ CITY ENCINEER's APPROVAL, THESE PiANS AIAY BE REOl/fREO TrJ BE RESt//11,/fTmJ RJR PlANCHECK. PIANCHECK fE£S If/LL BE REr){JfRElJ RJR ANY SUCH RECHECK. J6. THE SOILS REPORT 7lll.ElJ l/AIITEl) CEOTECHNICAL HMSTIG4!10N ~ SINCtE FAAl/l. Y RES/OENCE 1280 HOOVER SlREFT, CAR1.584L}, c;,fL/fl;/RN/4 PREPARED BY 1£S71N6 ENC/N!IRS-S4N O/m4 IM:: Ll47ElJ .MARCH 2-1, 2000 SHALL BE CONSI/JERElJ PART OF TH£ 6l'il40/NC Pf.AN. ALL 6RAlJ/NC SH4ll BE DONE IN ACCORL14NC£ lffT HTHE R£COAIAIENLl4710NS ANO SPECIRCAllONS CONli!INEO IN SA/0 SOILS REPORT. 37. ROOF ORA/NS SHALL OISCHAR6E /#'ATER ro SHIALES/CHI/NNEl.S THAT £1,/P!Y IN THE RE7EN770N BASIN "2JECLARA TION OF RESPONSIBLE CHARGE" I H£R£8Y IJECLARE THAT I Ml THE ENC/NEER OF IKJRK RJR THIS PROJECT, THAT f HA~ £)(£RCISElJ RESPONS/81.E CHARGE OVER THE O£S/6N OF THE PROJECT AS OERN£lJ IN S£CllON 670.J OF 1lf£ 8l/SINESS ANO PROfESS/ONS COO£, ANO THAT THE OESICN IS CONSISTENT WITH C/IRRENT STANLl4RIJS. f l/NOERSTANO THAT THE CHECK OF PRO,/B;T ORA/f/NCS ANO SPECIF1CA110NS BY THE CITY OF CARI.S84IJ /JOES NOT REl.f&E Al£; AS ENC/NEER OF /fORK, OF AIY RESPONS/8/l.fllES FOR PROJECT OESICN. RRAI.· Al?l,/SlRON6 & BROOKS CONSIILllNC_ENCINEERS ~-15.JO CONSl/AIER CIR~ IINIL~------ cm; STATE· ~~!4 9,l880,,,. "-------- m.EPHONE· ffil9ll7l.~ BY.· lJ~_QJ..)~.----~ IY/LlfAJI 0. BROOKS [)I/ • R.C.E M?.: 5JI !,~I ___________ _ REC/SmAllON E)(P/RAllON Ll41E· __,.6._-J0-""--.,,0.J"------ SOILS ENGINEER'S CERTIFICATE 10-2-1--20()2 I, _ _K.lf!E,/;,_J:,..A~PLJS,JJ.~~~~~==~· A REC/SlEREl) CMl £N6/NEER OF TH£ STA1E OF CAL.V17iiWJ.t PRINCIPALLY 00/NC Bl/SINESS IN TH£ RElO OF APPI.IEO Sl:l'lS Af£m4Mc.5; HEREBY C£R71FY THAT A S4AIPI.INC ANO Sll.lOY OF THE SOIL CONOf1lONS PREVALENT If/THIN THIS Sl1E I/IAS M4llE BY AIE OR l/MJER AIY OIRECllON BETWEEN THE Ll4TES OF MHc rl /j,· u~ . ANO ~ ~ ::Z.4'a.~ . TWO COPIES TH£ SOILS REPORT COAIPII.EO fli'OII THIS Sll.lOY, Wf7H AIY RECOAIAIENL14!10NS, HAS BEEN S/IBAlllTEI} TlJ TH£ OFFICE OF TH£ Cl1Y ENC/NEER. Ll41E· lJCENS£ EXPIRA!lON Ll41E· OWNER'S CERTIFICATE I ( WE} HEREBY CERTIFY THAT A R£r;fS1ER£O Sl:l'LS ENC/NEER OR CEOI.OC/ST HAS BEEN OR /f/l.l BE RElllfN£lJ TlJ Sl/PElMSE OVER-ALL CRAIJINC ACTMTY ANO ADVISE ON TH£ COl,/PACllON ANO STABILITY OF THIS Sl1E /),./7 / ~ ~~{'.'M /1.J. ro/~ _ _,qi_o_.2 __ OR. SHANTl/ PATEi. ll41E GENERAL NOTES PROJECT DA T,4: fANO STAT1S11CS: TrJTAL ACR64CE MA)(/A/(/1,/ Sl.(JPE ~ (CUT) ~ ~ (f1li.) fNRJRAIAllON: >4L Bl/ll1JfNC AREA CO/.flUCEALlCJMl) crMRACE INDEX MAP SO!I.E: I• = .JO' .56 ACRES/ 2-1,.JO.J S.F. 2·1 !IOI C.Y. .. 5.JJ C.Y. 6,727 S.F. #J % OR 9,721 S.F. 16.8% OR .J,768 S.F. -~,. I OWNER: SHANlll PAm 2851 COl.l/1,/8/A ~ OCEANS/OE, CA 112056 PHONE· (76Q) 806-5829 ARCHITECT: -1-fJ£SICN ARCHtm:TVRE KENNITH l. CHH/SS \ /, iY 1 11 ,,,(, ''"'' S'.1114 ,i, I ,x ,, :-ti i ,. \ r::xpf]:yo_, . ., ~"' ,,,: ~~~-/)' (!• . 0 / ~~:-,:0,t-CA\. irf ,,((IP .... ~~~1~ '· ' ~ ~ !.I) es :s: ~ =:t HILLS/OE tJRIVE ,,, __ ... » ' I ~ VICINITY MAP NOTTrJSC4!.E 2. CITY OF CARLSBAO STANOARIJS J. THIS SET OF Pl.ANS I. RESOt.l/710N M?. 525.J 04TEO 9/0l/02 5. THE STANLl4RO SPEC/RCAllONS RJR PiJBlfC HCWK.5' CONSlR(JC!lON (CREEN BOOK). 6. S0/1.S REPORT ANO R£COl,IJIENL14710NS BY TES1lNC ENCINE£li'S-S4N /Jl8JO !Ne. Ll41EO .MARCH 2-1, 2fk7i7. 7. THE S4N otmo R£6fONAL STANll4RO ORAHWCS ANO AS AIAY BE AIOtJIR£l) BY TH£ CITY OF CARLSB40 SMV.ooiru: 8. ~~~JAL l'OAl,I//SS/ON otm~ENT PERA/IT CONOf1lONS 9. ENl1RONNENTAL #l'l'il?W4l OOCl/Al£N1S !,MTEO ~NA~~--- ,a CARLSB40 1,/l/N/C/PAl /#'ATFR 0/SlRfCT STANLl4ROS RJR /YATER ANO SEW£l?. NOTE· THE CONSTl?UCllON QlJANTITIES SHOWN ON THESE PLANS ARE FOR CITY IEE Pl/RPOSES ONLY. IT IS THE CONTRACTOR's RESPONSl8fl/TY TO PERFORM INOIVI/Jf.lAL T.4KEOFFS FOR 8/0D/NG Pl/RPOSES. NO AOOfllONAL COMPENS4TION WILL BE PROV/OED REG4ROING BID Ol/ANTIT/£S. CONSTRUCTION NOTES & QUANTITY ESTIMATES: HARDSCAPE Q/IAN7llY 0 CONSlR/ICT .J' A.C. 01£1? 1• A.8. :, .JOO SF 0 CONSmt/CT -1-• THICK ~ 2.600 SF INSTALL 1• A.o.S. STrJNAI 0/WN PIPE Bllfl.lJfN6 Tr)T, LOT LOT 81111. 81111. 81111. fZOOR fZOOR l)fl{(; H£lCIIT ALLOlfEl) OINC H£lCIIT PRrJPQS[l) .JO'-o· P.a 80)( 8-1-8 25'-6" OCEANS/OE, CA 920-l9 PHONE: (76Q) -I-J.l-!785 0 !27LF .. . ••' ~ t1, ·fd·pl JlJ-01/ 0 INSTALL a• Aas; .WC. ORA/N4CE BASIN Jll!lH 04ST /NON CRA1E OR Al'PROV£l) £r)(JA!. 2 EA /)fl{(; STrJRl£S AREA ALlOlfEI) AREA PRrJPQS[l) INRJRAl4710N: ~ CENE/?41. ZO!i rM;' SETB4CKS. : FRONT SfOE N£4R PLAN PRO. VECT A.P.N.: 206- PROJ. 150-2100 'ECT ADDRESS: 1280 CARt.SBAO. HOOVER STREET , CA 92008 2 B,{)(J(J S.F. Al«. fw4RACE:-711 .S:F. 1ST flOOR .J,.J.f5 S.F. 2NO flOOR 2,6-1-1 S.F. CWE-FAJl/l. Y li'ESIOENTAL R-1 20' '· 5' 15' 'RCE OF TOGOGRAPHY SOU, FM'.· (76Q) -IJJ-2810 ENGINEER: ARAISlli'ONC .t ~ CONSVl llNC ENCfNE£li'S 15.JO CONS/11,/£7? CIRCLE, l/N/T "8" CORQIII,( CA92880 PHONE· (909} .172-8#/0 FM'.· (!109} .172-8-1.JO LEGAL DESCRIPTION: '!,' ALL OF~ 2 OF PMt'll Al4P M?. !Wit, IN THE CITY OF CARl.584L}, CO{JNTY OF S4N OIB'a STATE OF Q4l/RJRNIA, RLElJ IN THE OFRCE OF THE COl/NTY RECOROER OF S4N IJIECO COl/NIY, APRIi. ~ 19!10. £)(C£PllNC THERErROAI THAT POR!lON BEJNC /,/OR£ PART/Cl/lARY OESCRIBEO IN CERllflCA1E OF COAIPUANCE RECORDED DECEMBER I!), 19!10 AS RLE Na !I0-67-1 I 51 OF Ofl1CIAI. RECORO.S: Y?APHY SHOMV ON THESE Pf.ANS /#'AS CENERATEO BY REI.O TrJPOCRAPH/C mPOCi O£S/6N roP06RAPH. Sl/RVEY BY FCS Sl/lMY!NG IM:: (909} 2,1()-2579 IN NOVEA/8£7? 17, 2001. Y SHOMV HEREON CONHJRAIS TrJ NA110N4L. AIAP STANtMROs. 84£ 'IS OF BEARINGS N26 RL£ M?. V!J '-1-8 • E BE/NC TH£ f OF HOOVER ST. PER Pl,/ !WI! . !I0-!83952 EARTHWORK QUANTITIES Cl/T.• !IOI CY Rl.l: 5J.J CY 11,/POR,:-0 CY 0 CONSlli'/ICT 6'la4SSY /Nfl!JRA710N/RE7lM10N BASIN PER C/fRCQ8 Bl/P's 1 EA © CONSmt/CT 1• THICK PCC SP/l.LIYAY PAO 25L, D 0 CONST. CRIB IYALL OR APPl?O//£lJ Efllt4f. (HEJCHT PER PLAN .J-RJOT Al«. PER C4Ji'I.SBAO vt.WD'Al ~6ji gzos.F. 0 CONSlli'/ICT 6' PCC C/JRB PER S.O.R.S.O. MJ. G-1 ..._ ~ 0 REJI0/1£ EXIS11N6 TREE -~ .J £4 @ CONSlli'/ICT Sl.tJAIPS!rJNE ""'5'0M\'Y RETAININ6 IYALL t_l'Ee SfRUCTUl!Al f>C4 _/111 ) (PER S£PERA1E P£l?N/1) 6JOSF ~@ CONSmt/CT R£1NRJRC£l} roM:l'i'l7F IYALL rrPE IA PER S.O.R.';IJ. /.10.C·IZ, (PEH SEPERA!E PEl?Nll} 220SF SEWER CONSTRUCTION NOTES ® INSTALL 1• S£/f£R lA!lRAL PER CAnJ[) S-7 I £4 @ INSTALL I" P.V.C. S£ll'ER lA!FRAL PIPE JJ8 LF @ INSTALL CLEAN-OUT PER C/!Y OF C4RI.SBAO STAM:Wim S-7 -1-EA WATER CONSTRUCTION NOTES @ INSTALL .J/-1--INCH JIIAlFR JIElEl? PER C/!Y OF C4RI.SBAO SllJ. 0/WJ. M?. 11'-J 1 Ei4 1'1/ INSTAl.l I• IYA1EN/RRE S£1MCE PER C4Ji'I.SBAO Af!!!!!C!PAL /YATER 0/SlRfCT mw;. M?. ll'-.14 1 EA { L@ //./Sfl',U. z,i· f/Of'E so Hr AP.S. {TYl'E "N"-PEl!.FOl2ATEJ)} rOR & . 375 17·• STCl!A45' \.i?l, l5ot.F ' -.., JJJ Ai'JNJNu-DEPARTMENT APPROVAL "AS BUILT" ~,.~1~ 0NEi DATE:10 /31 /07..-lvifa ot',.// J·Jfoy MICHAEL I. HOLZMILLER, PLANNING DIRECTOR CAL RCE 5°,{j)~ lXP 6' )<>-0 7 DATF: IF. COORDINATE INDEX EXPORl-.J6B CY (Assl/Al£s {5¥ SHRINKAGE) (-:'.RI¼> (x,ca.£ DATE: I'( 3cjo2. J59- PRO.J. 1668 'ECT LOCATION 'TIS LOCATElJ IY/1HIN THIS f!'iWR: 206 ~ PMt'EZ Nl/AIBER(S} -150-2100 BEM 'CH MARK '710N: SP/K£ IN E'.l'. ~ [2llfJ l lJ£SCRIP. LOCA 110N.· .st?J.lll1Jf£SL OF THE /NTER.SECllON OF H/Cfi/ANOJJRM.A:._HOOVER .smEfI. : _C/.!Y OF .Q4/ft.S!Nl.Jlffe.r/./Ll,/MK_ Ll4ll.lAI: AIEAN S£4 lE'r!L RECOROm £l£VA 110N.· {!2,§~7 Cf,RLSB/ID MUNICIF'AL VvATER DISTRCT RDBERT J WOJCIK DAlE DEPUTY CITY c~GINEER R.C.E. 33698 EXP. 8/30/06 REVElJIAI.: 0 CY~ (SIGNED) RECOMMENDED DY: Ch.vi) i)e{;.,l,o (PRINT NAME) }~'I f.,,01< 9•~jlLA 2·20<:n. -~-/J(/91 If ~y /,gTA/N/NC WU~ ~ -A U.t,, II:_ IN: !IAL • trllSl/11 DAT[ INITIAL '"'LJ/l, :'[_ INfilAL ~NGINC[R :)t WORK REVISION DESCRIPTION OTHER APPROVAL CITY ArPROVAL - ~w~ th c./ ~ q ,NSPFCT:7R DATE I SH'T I CITY OF CARLSBAD I SH4TS I ENGINEERING DEPARTMENT GRADING AKD EROSION CONTROL PLANS FOR: PATEL RESIDENCE PARCEL 2 OF P.M. NO. 16041 APPf!OVED LLOYD B. HUBBS Jr &4,ffir~Ts~ /~~;z CITY ENGi R f'E ~; [XPiRES 21/31/05 DATE DW\J R'( -----------,...-PROJECT NIO. DRAWING NO. Cl IKD DY· CA. 5-> RVWfl f,Y: Qi -It. CDP 01-35 405-5A · 110702 HAROSCAPE 0 CONSTRtlCT J• A.C: Ol£l? -1• A.8. 0 CONSTRIJCT -1• 1HICK CONClrE7F HElNmlrCED lff1H flBEN AIESII 0 INSTAil. ,1• A.0.S. S7TJRV /JIWN PIPE 0 INSlJ/1.L a• A05; All:: /JHA/NAG£ S4S/N lff1H CAST II/ON CHA!E OR APPNO/IEO 8lU4f: 0 CONSTRIJCT rms.s'Y INFll.TRAllON/RE1EN110N S4S/N PER CIWiYX/8 BNP's 0 CONSTRIJCT v• SH4PllJ CIMNNEl. PER DETAIi. 74• ON SHEET Na 2 0 CONSl CRIB lfALL OR Al'PROlflJ £(Xiii. (HEKJHr PER PLAN J-fWT .ta.r. PER CAHI.SIWJ 0 CONSTRIJCT 5• AX' CtlHB PER S.O.R.S.O. Na (J-f 0 R8KM D'JSllNC Tlrff @ CONSTRIJCT Sl.lli/PSTON£ ~ M7il,MM; IIIAI.L .Pel!. 5TR,!CTUIZAI., ow,:;~. {f't!'IZ ~~T @ CONSTRIJCT RE1NflJRWJ CONClrE7F WAf.L TtP£ IA PER S.O.R.S.iJ. SEWER CONSTRUCTION NOTES INSTAil. -1• SEJIIE1i' LA1E!W. PER CAlllfJ S-7 INSTAil. -1• P. 11.C: SEJIIE1i' LA1E!W. PIPE INSTAil. ct.EAN-ot/T PER CITY OF CAHI.S84D STANa4HOS WATER CONSTRUCTION NOTES @ INSTAIL J/-1-/NCII WATE7? V£7lH PER CITY OF CAHI.S84D SllJS. W-J @ INSlJ/1.L I• WAlll?/Rli'E SEJMCE PER CAHI.SIWJ vtJNICIPAI. WATE7? OISlRICT 1)//(;. M?. Ir J4 NOTE:· CONTO(JRS SHOWN ON PAHCEl. M7. 2 PN 160./1 WEl?E GEMRATE1J fl?OAI REZO lJESl(JN SIIRVEY. CONTW/?S ANO HO//SE LOCA110N RJ/i' PA/i'Ctl. I PN 160./1 ARE B4SEO ON CITY or CARI.S840 745-91/ILr (Jf?Af)fN(J PIAN M7. J/2-.9. f/0//SE LOCA110NS ANO CONlO(ff?S RJ/i' Al.L 01Jf£R PAHCEZ.S ARE 8'1SEO ON IJ/(iff1ZEO INRJ/i'Ml!llON OBTAINEO fl?OAI 1HE CITY or CAR/.S/141} ANO ARE SHOWN FOR REFERENCE ONLY AS REQl/ESTE1J or CITY PIAN CHECK. 2.0' 6. • ~ • ' -. . A @) "U" SHAPED CHANNEL DETAIL N. T.S. RETAINING WALL Sl/lllJRAIN SJ-STEJ/ PER CEOTFCHNIC41. ENC. REPORT .Jt CITY \ STANlWi'OS-SEE RE7lllNINC WALL NOTES (ORAIN nl/?OI/CH :. ·::::. WALL AT Al.L WALL LOIY -:·o·:-:- POINTS) ·: ... ::: WALL SUBORAIN DETAIL NOT 77JSC41£ NQTE ,, 1. CONSTRUCT WAI.LS IN A~ IYf1H CEO. REPORT li'ECOI.INEN/MllONS .t-CITY PERA/IT RB}(J!RENENTS. NIN. flJOllNC 8l8llJAIENT SHALL BE 18-/NCIIES. 2. AIIN. !J411.ICHT !J411./CHT DISTANCE IN CEO. REPORT IS NOT APPI.IQI/BI.E S'/lia' WALL HE1CHlS ARE LESS THAN ./-fEll J. /i'lTAINING PORllON TV BE WA7El?l'l?OOl'El) INSTALL SCH. ./0 P.11.C: IY/ PERRJl?AllONS OOWN ti SLOPE=/% MIN W/ 1.5 C:F. OF PEA ~m (PER l.F. OF WALL} IYRAPPEO Ir. flllll? FABRIC (NIRAFl 1 -ION OR Bltl!VALENTJ. Pi. VAHtE., /'rtf.1,<f' Ii DP/, 1 l{fJl/)c,{l l O IZ-5 EXIST. 8 .. /IIAiL msr a·CJIP , .. 5ccr1ot..1 D-0 EXIST. F.F.=f-16± FX6T. POO!_ /$!/. /2, IZ'f. '/J:)./7) '"'7;;"o_ 11-r 12. :.,,-& a11'/ '1J3./0 ·-, ~•c \\ -.. ......._ ------ fJO.{f(J '/f?A. AIK)t,E' £NP JC.HAIi''"" wAu... JU, 3-1 1',J I\ fll,41/J /.'. w · tb,J3~ ? SCALE: f • = 20' /10.'f~Tw & 12,~11-.,.; 11 , fJ-10 fCC swAl-" \ ~ EASElfENT LIAl/lS-L ' 5.0' ' SECTION ·c-c NOT 77JSC4LE E%/ST1NC. G(/17ER ' ' ' -EXIS1lN(; lflAl.1. I ' I, ,! ' ' i \\ RECONSTRI.JCT PCC 'Y OITr:fl IF !J4M4CEO IJlllrlN(; CONSmVCllON (rO NEMEST EXIST COUJ .JOINT} \ \ \ \ \ \ \ \ \ \ \ \ I I t\~)( ~' 1, I:: Sr1arr"0 fli!M ffllf lfALL 1-u'/:_;· .. 1/ ~ ~ .~, $ (,,JtN,, ' 114 1\ * Exp.6:~J ..,_. " ~ -~ ,A '• 11>~ C/.\ll'-~~ 0,: CAl.lfO •~w" 31,""1- J·!,/-o'( \Af08 .. As -i 1°/LT" -Z·2o•OJ . ''~ "'~y ~ """'JJ DATE INITIAc.-. I ENGINEER OF WORK REVISION DESCRlrTION ... PLANNING ---- --.,,...,,..--------------------- 845£ LEVELING PAO NOTES: 1. Tl£ l.El£lN'J PAO IS IV /IE awsn/VCTHJ ar CRtlS'ElJ sn:ME" av ,l',(J(JO FS1r ~ = 2. Tl£ IMS£ ~/Mf./§JrJ ~11£.1!J!il'MD % 'J!§Jl,fu-lZff~. PIIK.Jlr ~I/MT Jl10nt· ,a· NPllf: f.2" HE1CHT: 8" ll'EKJH1: 85lBS st.tJFF cur INTF/l&E" COMPAC UNIT/BASE PAO ISOMETRIC WEW ~-NOT 7rJ SC4IE -----~_,,,,-"" / ....._________ --------------------_--~ EX/Sl 5' IJIWN4C£ (,,,-( EASOLNT 127..9./ ,r: 127.# R. \ I 111 msr 8• so 126.0 Rl "'--. PIPE PENETRAllON ___ ---'---s::-\- lHRO{J(;H WAIJ. I I I I '\™'/1,'eMV46"E'S_.-__ --·•'"°"~~ \ . \~ '~-_I -.. ·r E}(ISl J' JfllJE AX' • V" mcH !'· \ EX/Sl ~ CIJTJE1i' 025.11 $) __ -- (125.11 fl} a· so • '\ DETAIL '\ SCALE: I "--5' \ '\ ~ \ '\ ~ \ '\ ~ LEGEND =========------:='\ <l I PROPOSED ./ • PCC '\ PROPOSElJ AC PAV!N(; 0 IJENOTES IJEEPENEO flJOllNC DEPARTMENT APPROVAL 11 AS BUIL T11 w.;Jw-h@o_. - DATE:/0 /3 I /4z.._ W/vV\ ( NED (J t~ 3-;1-01 MICHAEL J. HOLZMILLER, PIANNING DIRECTOR RCF flJJ'-/ FXP {-Jo-OJ C)h(St?£~ DATE DATE: 10/:yi/~-~ ('~,rt~ b.,G.-io C./2~/e:1,y RECOMMENDED BY: {PRINT NAMF,) INSPECTOR DATE I 52' I CITY OF CARLSBAD I SY4TS I ENGINEERING DEPARTMENT GRADING AND llHOSION CONTROL PLANS F'OR: PATEL RESIDENCE PARCEL 2 OF P.M. NO. 16041 APPROVED LLOYD B. I IUOOS4'Y 4~•·-,,f' Jcr;tw ·,§. ✓~DZ Cl I Y cNGIN ~ PE 2 ,89 EXrlRES 21 /31 /05 Ji;T[ • OWN BY PR8JECT NO. DRAWING NO. , DATE INITl,11.-_ DATE INITIAL CHKD BY(lf.T OTHFR APPROVAL CITY APPROVAi_ RVWD BY: .D.£2~ CDP 01-35 405-SA 110702 EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT DR. SHANTIJ PATEL AT 760-806-5829 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHO'Mv ON PLANS SHALL NOT BE MOVED OR MODIFJED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES ro WORKING ORDER TO THE SA TISF"ACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WA7FRS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIME7FR MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PR07FCTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FJVE (5) DAY RAIN PROBABILITY FORECAST EXC.EEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA\IE'I. BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE' OF GRADED SLOPES (90'1: COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF B. C. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF TI-IE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFJCA TIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES TI-IA T ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. n-lREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLA T7FR THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFJED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION /DENTIRED BY THE CITY ENGINEER THAT WARRANTS IMMEDIA 7F TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA 1ED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100'1: COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100'1: COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. TI-IE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/RC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN TI-IE MOISTURE LEVEL OF TI-IE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF A CH/LLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF n-llS SUBSECTION MAY BE OMIT7FD ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED /5 NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURE5. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN RX/NG BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO TI-IE JOBS/7F IN UNOPENED CONTAINERS Win-I THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIRCATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ). NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED RBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE 50/L. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15'1: SULPHUR APPLIED AT THE RA 7F OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: E. I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: I OR FLA T7FR THAT ARE SUFFICIENTI. Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS 50 THAT IT /5 SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA 7FD SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS WHERE HYDROS££DING IS TI-IE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PUBLIC RIGHT- OF-WA Y i-----501""--'M'"'IN.,.__ ___ -t __l EXISTING GROUND 14'MIN. • ""ln I -I BTElfi=,~ 8 MIN. ~11--ll=ileellt'ellEllr PRQFllE EWJ. PRO~D£ APPROPRIATE 7RANSITION BEntITN STABIUZED CONS7RUCTION ENTRANCE ANO PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE ANG/..£ F"IRST STAKE TOWARD ,,, i PRE~OUSLY LAID BALE --....... , •;'~~ l,;~J~'tfrt = FLOW ., 'ce-'.-i'; • _, -MR£ OR NYLON -,~ 'i~L"--BOUND BALES ,.;_;: ------PLACED ON THE _ CONTOUR ·-~ -_ 2 RE-BARS.STEEL PICKE1S,OR -, --2·x 2· STAKES I 1/2' 1V ifiill~--·;, '-_ _ 2' IN GROUND // ANCHORING DETAIL # DRAINAGE AREA LESS THAN I ACRE STRAW BALE DIKE 1. SET POS1S AND EXCAVATE A 4 BY 4 IN (10 BY 10 Cl.I) TRENCH UPSLOPE FROM AND ALONG THE LIN£ OF POSTS. 2. STAPLE IWRE FENCING 70 TH£ POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE 9 IN. EARTHEN RIDGE ....&.------,/- UNLINED SWALE & BERM ' SEDIMENT DROP INLET WITH GRATE c_ __ CONCRtTE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN COMPACTED SOIL 1V PREVENT PIPING RUNOFF' WATER DROP INLET IWTH SEDIMENT WITH GRATE 2X6 STRU1(S) -~,!_ -. STAK£D STRAW BALE 2X6 STRUT(S) FILTERED WATER -,n_ =i..,= . -----;-.. ,. STRAW BALES STAKED IW1H TIM) STAKES PER BAL£ END AND SIDE OVERLAP AT CORNERS 2X6 S7RUT(S) REQUIRED WHEN NOT£D ON PLANS HAY BALE SILT BARR!ER GRAVE!. BAGS OVERLAP ONTO CURB ~--~ ~-., ~-....:r-~,~~~ . -~ , ~~ ~,. ----~.......__, --,~ _· ---_,.,. ------- J tr (0.9 M) MIN. RUNOFF / / GAP BE1WEEN BAGS AC1S AS SPILLWAY THREE LA YE:RS 10f' GRAVE!. BAGS Wl1H ENDS OVERLAPPED 0 0 0 /lilt--- ~ (1 0 \ 0 GRAVEL BAGS LOG CHECK DAM 24• ,a· 4 A B ~~ -T]j = ---, -")·-=m -'..-<1= - -1 I L,iJl --~j'.j'fi.tftilt"~~-..-=1 " . 1 I I -71 1mrnmw1-;JUm-W , POIN1S A SHOULD BE HIGHER 1HAN POINT B HAY BALE CHECK DAM 6 IN (15 Cl.I) (A) COARSE AGGREGRA TE now --~~uw)mcoJ -~ocB--l (B) L=DISTANCE SUCH THAT POIN1S A AND B AR£ OF EQUAL ELEVA 110N GRAVEL CHECK DAM A J,EGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE BLOCK-SCREEN-GRAVEL Sll.T BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAlol HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP QUANTITY SYMBOL 1 EA N/A ----- N/A N/A N/A N/A N/A 150 EA N/A N/A N/A N/A N/A c::x:::JD□cx:::x:x= V/ V/ V/ V/ cxxxxxxL -► .. 1--.. 1 PLANNING DEPARTMENT APPROVAL HAS BUIL TH 'J/JA. ~ w (-/'f•O'f DATE: /0 _ht /o?,, MICRAF.1, J. HOLZMILLER, PLANNING DIRECTOR RC E f3 /l'I ("d lv'Y4 (xv,,£ DATE: V>I !:,o I oz._ iSIGNED) "'f /' EXP (-Jr•f DATE REco1111ENDED er, C hv:,l beC'</44 iPRINT NAME) INSPECTOR 1---t----+-----------t---+--t-----t---t I SHJEET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ::=='...'.::=:==========-====: 1-----t---+----------------t---+--+----t---t GRADING AND EROSION CONTROL PLANS FOR: FNGINEER OF WORK REVISION DESCRIPTION PATEL RESIDENCE PARCEL 2 OF P.M. NO. 16041 J1PPROVED LLOYD B. HUBBS.di'" CITY ENGIN R ~~ ~PIRES 21 31 rJWN BY: -,~--DAT£ INITIAL DAT[ INITIAL Cl IKD f3y~:5" OTHER APPROVAL CITY APPROVAL RVW[J BY: Qc.R. PRO.IFCT NO. CDP 01-35 DRAWING NO 405-5A 110702 EROSION CONTROL NOTES A/.1. ERrJSION COMRa MEi4S/IR£S Pm IX S11JRMWATER BMP'S A /NS1i4ll. S/NClE ROW ~1£l B4GS" -J 84G HIGH B CONSmf/Cr SrABfl/ZEI) CONS11NICT10N ENmANCE SEE SHEFr NO. J RJR OErA/l.S --- EROSION CONTROL PLAN I ~ EX!SllNG 5' WlfJ£ l'llfVA'/F ORAIN4GE 11 £AS81EM RESE1Ml) PER NOTE ~-ON PARCEL M4P Na f 6658 7rJ ACCEPT ~ I I /JRAINAGE /MJII PARCEl. M7.5: f tk 2 i'i:;> @$)~ PARC£l M4P f 6(}{-f <ff,@ @Pr II ~~~~ 11 ~ I I I 111 I I I \ \ \ \ \ \ \ \ '\ \ \ \ \ \ --------- \ \ -=-- \ ~ I --~----...._ \~~-=--'( r: ' \ ~~~-~~_;I I ~-✓---l ~s---+::::::i==--t -. ---------- B )'<J i-i- lt: I SCALE: I"= 20~ PLANNING DEPARTMENT APPROVAL ~~~•ak-DATE:lf)/JI /o1, MICHAEL J. HOl,ZMILLER, PLANNING DIRECTOR 0~ (},_~ DATE: l<Y 3al,;'l. (SIGNED) 7 7' R~COll\lR~DED BY: C,_(J f'tl !),p (e./4, 0 (PRINT NAME) \ ' ' \ '\ \ \ \ HAS BUIL TH w~ 0 ~ (-,,..~ EXP ~Jo••J DATE REVIE\JEO BY• c:2./£/J INSPECTOR 1 s~4EET I CITY OF CARLSBAD I SH4EETS I ~====;===~==========================:1====t====!====t==~ ENGINEERING DEPARTMENT t---+---+-------------+---i--~--+----1 GRADING AND EROSION CONTROL PLANS FOR: PATEL RESIDENCE PARCEL 2 OF P.M. NO. 16041 APPRO\l[D LLOYD 8. HUBBS d Y t---+---+-------------+---1--~--+----1 4d , ... ~4!( 14&ie' 41 L~/4-;t !-r,:.--,rt;~rl,r....-;:;;-::---:;i,---------+---+----4--+---l CITY ENGIN~ PE 2ite,9 EXPIRES 21 31 05 lJ ll OWN BY _ _ _ DATt IN: 'IAL ENGIN[C:R or WORK R[VISION DFSCRIPTION DATE INITIAL DATE INIIIAL CHKD GY: '4 c.;s" 0 IHER APPROVAL CITY APPROVAL RVWD ElY: J2_/LlL_ PROJ[CT ND. CDP 01-35 DRAWING NO. 405-5A 110702 1