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HomeMy WebLinkAboutDWG 435-5A; PIP 05-08; OPUS POINT LOT 21; 01-05LOT 21 WOHK TO 8£ QONf TH£ lllWNJ llrJIIK SIW.1 CONSIST CT Tl£ CONSTRIJCTK)N CF N.1 Cl/TS ANO ms, GKADING NOTES PRECISE OPUS GRADING & POINT EROSION CONTROL PL ANS IIEJE1lA/. Gl'i4t;w; UNWJC FN:IJT6. EROSION CQNTT/Ol FACL/TES, ANO fL.WTNG OF PERIWIENT -ANO -TIQN OF AS-8/JLT lilWllNG PIANS. AS-8/JLT GEOLOGIC AW'S ANO fl£1'0NIS, N.1 AS SHOflW OIi RBIUl1fO CW THIS SET OF PLANS ANO TIIE CITY ST~ SPEr:#/f:ATIONS, IIE(IIJIROIEMS. f/fSO/.IITKJNS ANO IYlf1NNiCES CIIED ON TIESE PlANS. ( IN AOOI TION TO THE REOUIREMENTS OF CHAPTER /5. 16 OF THE CARLSBAD MUN ICIPAL CODE./ I. THIS PLAN S/JPERSEOES ALL OT/£R Pl.ANS PHEV/0/JSLY APP/IOVEO BY rHE CITY OF CARLSBAD REGAROIN6 GRADING SHOWN ON THIS SET OF Pl.ANS . 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OIi WAIVE ANY P//flTION OF rHE CAHLSBAO MINIC/PAL COO£, RESot./JTION OF CONDITIONAL Alff/OVAL , CITY STANOAROS OIi OTHER ADDITIONAL O<JCIAENr5 LISTED HEREON AS THEY AC4 Y PERTAIN TO rHtS PROJ£Cr. THE £N6/NE£R IN RESPONSIBLE CHARGE SHALL REVIS£ THESE Pl.ANS IIHEN NON-CONFORIIIANC£ IS 0/SCOVEREO. 3. Ct TY Alff/OVAL OF PLANS DOES NOT REL /EVE THE OEVELOPER //fl ENG INEER-OF- IIORK FROM RESPONS/8/LtrY FOR TH£ CORRECrtON OF ERRORS ANO OMISSIONS DISCOVERED DI/RING CONST11/JCTION. ALL Pl.AN REVISIONS SHALL 8£ PROl#'rLY S/JBMITrEO ro TH£ C/rY ENGINEER FOR APfflOVAL . ~-A RIGHT-OF-WAY PERMIT FROM THE CITY ENGI NEER WILL BE REQ/JIREO FOIi ANY IIORK IN TH£ PUBLIC RIGHT OF WAY. Pffl//fl TO PERMtr /SSI/ANC£, A CERTIFICATE OF INS/JRANC£ MIST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INS/JR£0 ON rHE PERMITr££'S POi./CY IN rHE MINI-AMO/INT OF" $1,000,000.00 FOR EACH OCCURf?CNC£ OF LIABILITY, THE INSUHANC£ CCW'ANY HR IT!Ne THE P(&ICY MUST /l'!VE" A RATING Of "A-• ANO A SIZE" CATEG//flY QF CLAS$ VAS £STABL /SHED BY "BESTS" KEY RATING GI/ID£. 5. IJNL£SS EXEMPTED BY SECTION 301 . (b/5 OF TH£ 1/NIFOfN 8/JILD/NG CODE, RETAINING WALLS oursto£ OF P/JBL/C RIGHT OF 1#4Y REQ/JIRE SEPARATE PERMITS FROM rHE 81/ILO ING OEPARnENT. 6. NO IK1i/l( SHALL BE COMENCED IJNTIL ALL PERMlrS HAVE BEEN OBrAINEO FROM THE Cl TY ANO OrHEN APPNOPNIATE AGEltCIES. 7. APfflOVAL OF THESE PLANS BY TH£ Cl TY ENGINEER 00£5 NOT AI/THONIZ£ ANY IK1i/l( //fl GRADING TO BE PEIIF//fllEO /JNTIL THE PROPERTY OltN£R 'S PE/NISS/ON HAS BEEN OBTAIN£0 ANO A VALID GRADING PERMIT HAS BEEN /SSl/£0. 8 . NO REVISIONS WILL 8£ AC40E TO THESE Pl.ANS WITHO/JT THE '1R!Tr£N APPROVAL OF TH£ CITY £NG/N££N, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF rHE Pl.ANS ANO TH£ TlrL£ SHEET. 9. //fllGINAL OIIAWINGS SHALL BECOME THE PIIOP£NTY OF TH£ Cl TY I/PON BEING SIGNED BY TH£ Cl TY ENGINEER. /0. THE //fl/GINAL DRAWING SHALL BE REVISED TO REFLECT AS-8/JILT CONDITIONS BY THE ENGIN££H-0F-IK1i/l( PNl//fl TO FINAL ACCEPTANCE OF THE IK1i/K BY THE CITY. II. ACCESS FOR FIR£ ANO OTHER EAERGENCY VEHICLES SHALL 8£ M4INTAINED TO THE PHOJECT Sir£ AT ALL TIJES OUR/NG CONSTRUCTION. 12. 1#1£RE 771£NCHES AR£ WI THIN CITY EASEMENTS, A SOILS REPORT COMPIUS£0 OF, /Al SI/AN4RY SHEET, (8/ LABORAT//flY IK1i/l( SHEETS ANO /Cl COl,l'ACTION CURVES, SHALL BE SI/IMIITTEO BY A PROFESSIONAL ENGINEER OF TH£ STATE OF CAllFORNIA, PP/NC/PALLY' 00/NG BUSINESS IN THE FIELD OF APPLIED $OILS IECHANICS. THE SOILS REPORT WILL 8£ S/JBMITTEO TO THE CITY ENGINEERING INSPECTOR WITHIN net, tltJRKJNG DAYS OF TH£ COMPLETION OF FIELD TESTS. 13. A SOILS COl,l'ACTION REPORT ANO COWL IANC£ VERIFICATION REGARDING ADHERENCE TO RECOMENOATIONS 0/JTL /NED IN THE SOILS REPORT IS REO/JIREO Pffl //fl TO TH£ ISSUANCE OF A 8/J/LOING PERMIT. ALL CONmot.LEO GRADING SHALL 8£ DONE I/NO£N THE OIRECTION OF A PROFESSIONAL ENGINEER OF TH£ STATE OF CAL/FOHN/A PRINCIPALLY DOING 8/JSINESS IN TH£ FIELD OF APPLIED SOILS IECHANICS. ALL FILL Of/ F/JT/JRE FILL AREAS SHALL 8£ CONST11/JCTEO IN ACCOIIOANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND Tl£ • EAHTI/IIONK SPECIFICATIONS • ATTACHED TO TH£ Pll£L IIIINAJIY SOILS INVESTIGATION. DAILY FIELD COl,l'ACTION REPORTS WILL 8£ SIIBMITTED TO Tl£ PROJECT INSPECT//fl. 14 . A PRECONSTRUCTION IEET/IKi SHAll BE /flQ AT THE SITE PRIOR TO THE BEGINNING OF NQi¥(' AND $HALL BE ATT£NJJED BY A1L REPRESENTATIVES RESPONSIBLE FOIi CONSTRIJCTION, INSPECTION. SIIP£NVIS/ON, TESTING AND ALL OTHER ASPECTS OF THE ltWK. THE CONTRACT//fl SHALL SCHEDIJLE THE IEETING THIIO/JGH TIE PERMIT CLERK (760 4.JB-3891/ AT LEAST FIVE (51 IK!Rl(/NG DAYS PH/Of/ TO STARTING CONST11/JCTION. APfflOVEO 0/IAWINGS WST BE AVAILABLE PNl//fl TO SCHEO/JL/NG. THE GRADING P£RM!r WILL BE PflOVIOEO BY TH£ PROJECT INSPECTOR AT THE /EETING. 15. ALL INSPECTION HEOUESTS OTHER THAN FOIi PR£CONSTHIJCTION JEFUNG WILL BE MADE BY CALLING TH£ EN(j{lfCQ/1116 21-HQl/8 INSl'[CUON ~Ill/CST LIN( AT /760/ 436-J{n( INSPECTION NEOUCS[S wsr /J£ HCC£/V£0 PR/Oil TO 2;00 P,M, ON TH£ DAY 8£FOf/£ TIE INSPECTION IS NgOEO . INSPECTIONS WILL BE AC40E rHE NEXT IKJRK DAY /JNf..£SS YO/J REO/J£ST OTHERWISE. REO/JESTS MAOE AFTER 2 ,00 P .M. WILL 8£ SCHEO/JL£0 FOIi 7JIO Fl/LL lltWf<' OAY.r LATER. /6 . TH£ OltNER ANO/OR APPL /CANT THRO/JGH TH£ 0£VELOPEN ANO///fl CONTRACT//fl SHALL DESIGN, CONSTR/JCT ANO MAINTAIN ALL SAFETY DEVICES, INCL/JOIN6 SHORING, ANO SHALL BE SOI.ELY 11£SPONS/8LE FON CONFOfN/NG TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAlt5' AND REGULATIONS. 17. THE CONTNACT//fl SHALL CONFO/lf/ TO LAB//fl COO£ SECTION 6705 BY SIJ/JMITTING A DETAIL Pl.AN TO TH£ CITY ENGINEER AND///fl CONCEIINED AGENCY SHOWING THE DESIGN OF SH//fllN6, BRACING SLOPING Of/ OTHER Pf/OVISIONS TO 8£ MAOE OF IK1i/K£N PROTECTION FROM THE HAZARD OF CAVING GROIINO DIHIING THE EXCAVATION OF SI/CH 771£NCH OIi 771£NCHES //fl DI/RING THE PIPE INSTALLATION THEREIN. THIS Pi.AN WST BE Pll£PAREO FON ALL TRENCHES FIVE FEET /5 ' I Of/ MORE IN DEPTH ANO APPROVED 8 Y TH£ CI TY £NG I NEER ANO///fl CONCERNED AGENCY PRIOR TO EXCAVATION. If THE Pl.AN VARIES fRfll THE SHORING SYSTEM STANDARDS ESTABLISHED BY rHE CONSTR/JCTION SAFETY ONOENS, TtrLE 8 CALl[Q(ff(IA AIJMINISTRATl'rf COOE, T/fC PLAN SI/ALL BE ('RfPAR(D 8Y A ~(jlST[R(D ENelNEE/f AT THE CONTRACTOf/S EXP£NSE. A COPY OF TH£ OSHA EXCAVATION PERMIT WST 8£ S/JBM/TTEO TO TH£ INSPECTOR PII/Ofl TO EXCAVATION. /6. NO BLASTING SHALL BE PENFOIIJED /JNTIL A VALID BLASTING PEl/f/lT HAS BEEN OBTAINED FN<N THE CITY OF CARLSBAD. StJBMIT APPLICATION FOIi BLASTING PERMIT HELL IN ADVANCE OF THE SCHEO/JLING OF BLASTING OPERATIONS. 19. IF ANY AflCHAEOI.OGICAL 11£SO/JRCES ARE DISCOV&ED WI THIN ANY lleyi'/I' AREA DI/RING CONST11/JCTION, OPEflAUONS WILL CEAS{ IIM;DIAT£lr, AND THE PERM/ TT££ WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART /JNTIL THE PERMITTEE HAS RECEIVED "'1/Tr£N Al/THON/TY Ffl(MI THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONO/JCTED ON TH£ SIT£ //fl ADJACENT THERETO, INCL/JO/NG WARMING /JP, REPAIR, ARRIVAL, 0£PARTIJII£ //fl OPERATION OF TRIJCKS, EARTHMOVING £0/J/PIENT, CONSTRIJCT/ON £0/J/PIENT AND ANY OTHER ASSOCIATED GRADING EO/JIPIENT SHALL 8£ LIii/TEO TO TH£ P0/100 BETltEEN 7,00 A.M. ANO SI/NS£T EACH DAY, WJNOAY nmtJ FRIDAY ANO NO EAHTIMJV/NG //fl GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS //fl HOLIDAYS . (A LIST OF CITY HOl. IOAYS IS AVA ILABLE AT TH£ ENGIN£Efl/NG OCPANTIENT CO/JNTEN. I 21 . ALL OFF-SITE 114Ul RQIITES SHALL BE SIJfMITTCD BY THE CONTRACT()// TO Tl£ CITY ENGINEER FOIi AffflQVAL 1"0 FIA,L WORKING DAYS PfllQR TO BEGINNING OF IIORK. 22. lll'OIIT AC4TER IAL SHALL BE OBTAINED FROM. AND N14STE MATERIAL SHALL 8£ 0£POSIT£0 AT, A SITE APfflOVED BY Tl£ CITY ENGINEER. THE CONTRACTOII SIIAI.L BE 8E"Sf'QNSl8lE FOfl ANY OE/JfllS Ofl IIAM4G£ QCC/lf/RIN6 ALONG THE 114VL NO/JT£S OR ADJACENT STll£ETS AS A IIESIII.T OF Tl£ GRAD ING OPENATI/JI/. 23. BR/JSH SHALL BE l/£MOVEO ONLY WITHIN THE All£A TO BE GRADED. NO Tll£ES AR£ TO BE REMOVED 1/Nf..ESS SPECIFICALLY NOTED ON TH£ Pl.AN. 24. ALL AREAS SHALL 8£ GRADED TO ONA IN. GRADING RES/IL TING IN Tl£ PONDING OF WATER IS NOT PEl/f/l TTEO . ALL £ANTI-EN SWALES AND DITCHES SHALL HAVE A II/NI-ON£ PERCENT SLOPE. 25. THESE PLANS ARE SI/BJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTNot. PLANS . EROSION CONmot. SHALL BE AS SHO#N ANO AS APPROVED BY TH£ Cl TY £NGIN££N ON AS DINECT£0 BY THE PIKJJ£CT INSPECTOR. 26. ALL SLOPES SHALL 8£ TR/1,MEO TO A FINISH GRADE TO F¥/OO/JCE A 1/N/FO/lf/ S/JRFAC£ ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERL Y CONDITION. ALL STONES, ROOTS //fl OTHER OEBNIS SHALL 8£ NEMJVEO ANO DISPOSED OF AT A SITE APPROVED OF BY Tl£ CITY £NGIN££N. P.I.P. 05-0B 21. ALL SLOPES SHALL BE /1/NIGATEO, STABILIZED, Pi.ANTED AND/ON HYOROSEEOED WITHIN TEN (/OJ DAYS OF THE TIIIE I/HEN EACH SLOPE IS 8RO/J0HT TO GRADE AS S-ON THE APPROVED GRADING PLANS. 28. LANDS CAP I NG SHALL BE ACCIM'L I SHED ON ALL SL OPES ANO PADS AS REO/J I RED BY TH£ CITY OF CANI.SBAD LANDSCAPE MAN/JAL, THE LANDSCAP ING Pi.ANS FOIi THIS PIKJJECT, DI/AWING NO.=:----' ANO///fl AS DIRECTED BY TH£ CITY ENGINEER //fl PLANNING 0/IIECT//fl. 29. Tl/£ OltN£/I/APPL /CANT SHALL INS/111£ THAT ALL CONTRACT//flS SHALL COORDINATE THE wrlflK OF THESE GRADING Pl.ANS WITH THAT SHOltN ON BOTH THE LANDSCAPE ANO lllfl/GATION Pi.ANS ANO TH£ /APf/OVEIENT Pl.ANS AS NEO/JIREO FON THIS ltf'JRK IN ACC//flOANCE WITH TH£ LANDSCAPE MAN/JAL TIii£ NEQ/JIR£M£NTS. 30. STOfN OIIAIN PIPE SHALL 8£ REINF//flCEO CONCRETE PIPE WI TH A MIN IMAi D-LOAD OF 1,350. FOIi PRIVATE STOl/f/ OIIAIN PIPES, /JP TO 15• PVC AC4Y BE /JTILIZEO ff/OVIDEO DEPTH IS LESS THAN /5 FEET AND BACKFILLED WITH 3/4. ROCK PEN SOI/SO S-4 TYPE •c• ANO PIPE IEETS AST/,/ STANDARD 3034 FON SOR 35 Sot. ID WALL PIPE. 3t . llHEREAN£XISTINGPIPELINEISTOBEABANOONEO AS A R£SI/L T OF TH£ GRADING OP£RArlON, IT SHALL 8£ REMOVED WITHIN Tl+CN TY FEET OF BVILOING OR STREET AREAS AND REPLACED WITH PNOPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PUJGG£0 WITH CONCRETE //fl NEMJVEO AS APPROVED BY THE CITY ENGINEER AMD///fl THE GEOTECHNICAL ENGINEER. 32. THE CONT1/ACT//fl SHALL VERIFY Tl£ LOCATION OF ALL EXISTING FACILITIES (ABOVE GH0tJN0 AND I/NOEi? GHO/JNOJ Wt THIN TH£ PROJECT SI TE S/JFFICIENrL Y AHEAD OF GRADING TO PERMIT TIE REVISION OF THE GRAD ING PLANS IF IT IS FOi/NO THAT THE ACT/JAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED ltOIIK. 33. THE CONT11ACTOR SHALL NOTIFY AFFECTED /JTILITY COl,l'ANIES (SEE BELOW/ AT LEAST 2 Fl/LL wrlflKING DAYS PNl//fl TO STARTING GRAD ING NEAR THEIN FACILITIES ANO SHALL COOIIOINATE THE lltWf<' WITH A COl,l'ANY REPRESENTATIVE. /JNOEflGIIOtJNO SERVICE ALERT (800/422-4133 SOG8£ /800/660-1343 PACIFIC BELL (800/892-0/23 ADELPHIA CCM«INICATIONS /760/438-ll,f.! CITY OF CARLSBAD (STREETS 8 STO/lf/ 0/IAINJ (760/434-2980 • CITY OF CARLSBAD /SDl£R,WAT£R 8 RECLA /I/ED WATER / (760/438-2722 ~-PERMIT COAl'I.IANCE /1£0/JlflBENTS , A. FOfl CONTIIOI.LED GR,W{NG-Tl£ APPLICANT HIRES A CIVIL ENGINEER, SOILS £NG/NEER, ANO///fl GEOI.OGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROi. TH£ IK1i/K IN PROGRESS (/5. /6.120 A.Bl CANI.SBAD li//JNICIPAL COO£. B. Pl/{QR TO FINAL AfHi'OVAl OF A 6RAQ/N6 PEIIMI T-THE FOLLOWING REPORTS MIST BE StJBM/ TTEO TO TH£ ct TY ENG INEER VIA THE PIKJJ£CT /NSPECT//fl (15. /6. /20 A. 10} CARLSBAD MINIC /PAL COOE.- /1/ FINAL FIEPOIIT BY S/JPENVISING GRADING ENG INEER STATING AL L GRADING IS COWi.ET£. ALL £ROS/ON CONTROL , SLOP£ PLANTI/IG ,, •. ANO IH/1/GATION AR£ INSTALLED IN CONF//flMANC£ WI TH CITY ~ COO£ ANO Tl£ APfflOVEO Pl.ANS (OBTA IN SMIPLE OF COW/..IANCE LETTER FROM Cl TY ENGINEERING DEPARTIENT/. (2/ AS-81//LT GRADING PLAN. (JI REPORT FROM TH£ SOILS ENGINEER, "'I/CH INCLI/OES NECOMENOEO SOIL BEARING CAPACITIES, A STATEJENT AS TO TH£ £,)(PANS/VE 0/JALITY OF TH£ SOIL, AND SI/AN4N/£S OF FIELD ANO LABONAT//flY TESTS . THE REPORT SHALL ALSO INCL/JOE A STATE/ENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCOIIOANC£ WI TH THE REO/JlflBENTS ANO RECOMENOATIONS 0/JrL /NED IN Tl£ PNEL Ill/NARY SOILS REP//flT PROJECT LOCATION THIS PNO.ECT IS LOCA TED IWTHIN ASS£SS(11S PANCEI. Na 221-BIK}-09 THE CAUFC1/NIA COOIIOINA TE INDEX CF THIS Pfl0,£CT IS N Im E §156,, SOUHCE OF TOPOGRAPHY TrY'O{RAPI/Y SHOltll CW Tl/ESE PI..ANS /l'AS CEJIBIA TEO BY ,'£//IA/. TrY'O(RAPl/fC SUR>f:Y BY SAN-LO ,'£//IA/. SUR>f:'IS CW .I/LY~ 1991. EXISTING I/ASS /RAD/NC !}/()/ti/ P£J/ APPl<OfW CITY CT CANI.SBAO DIIC. NQ 4()9-/A. LEGAL DESCH/PT/ON LOT 21 OF CARLSBAD TRACT NO. 98-10, CARLSBAD RACEWA r, IN TH£ CITY OF CARLSBAD , COONTY OF SAN 0/ECO, STA TE CT CAUFOfrNIA, ACCORDING TO MAP THEREOF NO. /5013, RlEO IN TH£ OFFICE OF THE CO/JNTY 11£CORDER OF SAN DIEGO CO/JNTY, I/A Y J, 2005 AS RLE No. 2005-0371022 OF OFFICIAL RECORDS. RUERENCES G) HlUflOLOCY ANO H)'[)(IA/JI.ICS BY OVAY crHi/A.TANTS, INC. DATED SEPIEJIBEII, 2005. @ ST[)'III #'ATER IIANAIDIENT PI..AN BY OVAY CQ{S/JLTANTS, INC., OATED SEPIEJIBEII, 2005. @ STrY/11 WATER PW.UT/CW PflnCNTICW PI..AN BY OVA Y COiS/JlTANTS, INC. OATED .AJIIE Jl), 2005 @ CEOTf'CllN/CAL llfP(YIT BY CEoca-J, INC. OATED A/JC/JST 17, 20/U .t IIAI/CH 7, 2005 REFERENCE PLANS CITY CF CANI.SBAO ORAllfNC Nas W/1-1, W/1-IA CITY or OCEANSIDE "-v-'l i c1 o; VISTA 0 ~ BUSINESS PARK DR. .. --UONSHEAD AVE. ANO ANY SIJPPLEJENTS TI-ERETO . Po\CIFIC ~-,,If CITY OF /'ll~\J SAN lolARCOS /4/ REPORT WI TH AS-8/JILT GEOLOGIC PLAN. IF NEQ/JINEO BY THE OCEAN CITY. 35. tJNf..ESS A GRADING PERMIT FON THIS PROJECT IS !SSl/£0 WITHIN ON£ II/ YEAH AFTER TIE CI TY ENG I NEER ' S APPROVAL , THESE PLANS AC4 Y BE REOII I RED TO B£ RES/JBMITTEO FON PLANCHECK. PLANCHECK FEES WILL BE 11£0/JIREO FOR ANY SUCH RECHECK. 36. THE SOLS f/EPa/TS Tin.El) 1/PDA TE /JEJJTECHHICN,. IN'rBTIGA llal CNILSBAO R.ACEWA Y lJIJS/NESS PARK. CT. WI-ta CABL:iW/, t;1. DA TF:D AIJQJST 17. 20<H A/IJ fflf/flll{ARY GEOT(CHNICAL (IEP(RT. ®S P(INT AT TH£ RACl'WA r: LOTS 5 '[}R(J/J(if 25 OA TF:D I/ARCH 7, ~ PflEPAllfl) BY GEO,XW, INCOIIPOIIA TF:D SHALL BE CQiSlOERlIJ AS PA/IT CT THIS GRAO/NC PIAN. CNGIN!£8S NOlfS /. Ht',fSKN CT llfESE' f't.AHS NAY BE IIEWlflED IF TIIE Pf1rRJSEO /IIPRO>EJIENTS ARE NOT CONSTRIJCTF:D Pf/fa? TO THE OEAOIJNE OA TE CF THE IIIPl?O>EJIENT AGRfDIE](T. CITY OF ENCINITAS VICINITY MAP NO SCALE 2 TIIE EXISTENCE ANJ LOCAT/Qi CT 1/TllJTY STRIJCT/JIIES ANO FAC/UTIES SHOltll CW TIIE CCWSTRtJCT/Qi f't.AHS 1/EffE (XJTAJIED BY A SEARCH CT THE AVAIi.A&'.£ IIEC(l/[JS. A 17l]{TIO( IS CAliDJ TO Tiff POSS8.E EXISTENCE CT OTHEII 1/TllJTY FACIUTIES a? STRIJCT/JIIES NOT SHOIIN a? IN A LOCA 1/Qi IJIF1'fRENT F1/al THAT SHOWN CW THE f't.AHS. TIIE CQiTRACTrYI IS IIEWlflED TO TAKE OIi[ Pf/ECA/JTICWARY ll£ASUR£S TO PROTECT TIIE 1/Tll/TES SHOWN CW THE RANS ANO ANY 011£R EXIST/NC FAC/1.JTIES a? STRIJCT/JIIES NOT SHOltN. EARTHWORK QUANTITIES J. Tiff CQiTRACTrR SHALi IE7ill'Y TIIE LOCA IT{W CT ALI EXIST/NC FACIUT/£S {ABO>f:GRO/JNO ANO /JNOEJIGRO/JN{J) 111/11/N THE Pl?O.ECT SITE SVFRaENTL Y AHEAD CT TIIE CCWSTRtlCT/Qi TO Pflll#T TIIE flE'tfSKNS CT THE CCWSrR/JCTICW f't.AHS IF IT IS FWNO THAT THE ACTIIAL LOCA IT{WS ARE IN CONFUCT llf/11 THE Pf1rRJSEO IKY{f(. ~-ALI H.O.P.£ STrRII DRAIN TO BE INSTAIJ.ED POI HA/ICU? BACKFI..L IIECfNIIENDA TICWS FON HI-IJ f'ff:. WT.· !,_#0 IVS. Fll: 711(/ IVS. EXPa/T.· !,_660 IVS. R€MEIJ/AL· -0- NOTES: /. THESE (IIJANTIT/£S ARE FOf? BCWDING PURPOSES CWL r. ANO ASS/JNE NO SHRINKAIE. CONTTIACTrYI 71) VElllFY TO HIS SATISFACTICW. 2. CONTTIAC71JII SHALi S/J61,QT AND //£COVE APPROVAL Fl10II CITY FOf? HAIJL RO/JIU PRIOR 71) HAIJLING DIRT Cf? CONSTRUCT/CW /.IATf'I/IALS 71) Cf? Fl10II THE SITE. SOILS ENGIN££R's CERllflCAT£ I, o--\?V,.ILC'b (.., Plt-D/J 'A 11£QSTUl£1) CIVIi. ENQNEEJI II THE STA Tf' CF CA!.lFOINIA, PIIINCIPALI Y ~ 8/JSINfSS IN THE fEl1) CT APPi.LI} SUL 1/ECHANICS, I/ElllBY CEJITFY THAT A SAIIUiC ANO STIJOY CF THE 5a. IXNXTICNS PIIEVALENT llfl/1/H /HS SITE WAS IIAlE BY C£ot:a( IICOf/POflATED lE7IIEEN THE OATES CT FEBIIUANY 2005 ANO NOlf'JIBER 20/J!i I HA 1£ flElfE'llfD TIE SULS llfP(YIT ANO A611EE 111TH TIE txWa./JSICWS ANO 11£callEN)A TICWS PfR 1/Y l.ET7lJI DA TF:D JAN/JANY ta 2006. 00 CtY'IES CF THE SULS NEl'Of/T COIPllfO fll(M :5 STIIOY. 111TH flECOIMENOATIONS, ANO IIY I.ETTER HAS lEEJI SIBIITTEO CF Cl~ SfGNED: ~ i:;-rz I 1 fl.C.E NO.~· _____________ _ ~Tf'.· '.z--Z.'Z -O(. ..J DECLAHATION OF HESPONSIBL[ CHARGE I HfREBY OEaAf/E THAT I AN THE ENQNEEJI CF fKIII( f1JN THS Pfl0,£CT, THAT I HA If" EJ/1JIC1SEO flfSPCWSIHE CHAIIG£ O'tfll TIE lJESICN CN THE Pfl0,£CT AS IEINE1) II SECT/CW 670J CT THE 8USIIESS ANO PflfYESSICWS Cal!; ANO THAT TH£ lJESICN IS <XYISISTENT 111111 aJflf/fNT STANOAl10S. I i.llllRSTANO THAT THE CHECK CF PNO.ECT ORAI/INGS AND SPEClflCA TICWS BY THE CITY CT CARLSBAD IXES NOT llfJ.IE>f: 11£., AS ENCINEETI CT #!1ill; CT IIY IIESPONSHJ11.JTIES FOf? Pf/OECT lJESICN. OWNER's C£HTlflCAT£ f /lie) HERH1Y CE1llJFY ~T A IIE/lfSTf'l/EO SOlS ENGINEER Of1 GEOLOGrST HAS lEEJI Of1 llfll FE l/£TAfl/€0 71J S//Pf/MSE Ol£!/-N.J. GPAOING ICTMTY ANO NMSE ON TIE COi/PACT/ON ANO STABII.ITY CF r;2,✓.,,~ PAIJ/. IIA(l9(AJ1 OWNER OPUS /EST COflPOflAT/al, A 11/NNES()TA COflPOflA"CW Af50 LA .aLA 11tLACE 0/1/fC, SV/TE 110 SAN DIEGO, CA 92121 Pl/CW£: (858) ~-~100 PMI.OPCR OPUS /EST ctYIP. Af50 IA .KUA 'IUAIE Oll/fC, SUITE 110 ~~ 92121 ,-,,F;}?'I. 5-16-l/lJ() /--✓-8~ ------- CIVIL ENGIN££H/LANO SUHV£YOH OIJA Y CONSL TA/ITS, INC. 2710 la<ER A lfM.£ IICST, S/J/Tf' 100 CARLSBAD. CA. 92010 {760) 931-7100 THE GIWJING IIQf/f( SIW.1 BE POIF1JfllEI) II ~ WfTH THE flJI.LOWING OOaJfENTS. CIJRfl9(f AT TIIE TIC OF APPlil?ll4l OR AS 0/RfCTED BY THE CITY ENCfNEFfl: I. CARI.SIMO IIIJNK:PAI. tm: 2. STAMWUi f1JN NSICN ,t CONSTRrK:TION CT PtRK: ~ WPflrM1IENTS II TIIE CITY OF CN?l.SlWJ. J. TIIS SET CT PlANS. f. RESUL/JTKJN lf(b. 502.f /llflQ/JGH 50.JO ~TEO OCTOBER 17, 2001 ANO TIE CVIOTIONS CF -f1JN flP 05-08 ~TED JAN/Ml' 10, 2006. .i THE ST-Sl'ff1FK'ATIONS f1JN PUU: lltl,!I:, IXINST1M:T10N {GIIEEN IIOOI(}, 6. SOfl.s flO'ONTS ANO flECfMIIIEND4TIONS 8Y ~TED A/JCIJST 17, 20/U ,t IIWICJl ,!, ,_2f!!!2._ 1. TIIE SIii OIEC(J RE'C10IW. STN((Jll/f) £194 8Y TIIE CITY OF CARI.SBW STlll't£WtV>. 8. EMIR(NENT'Al APPlil?ll4l lJOClflO(f'S ~TED OCTaJEII I { 2001, RES. NO 50JI 9. S1lllHl4 ~Wf,_~(dr_~"'liii.W PIN( (Sll'PPP) er O:D4Y CCWS/JI.TANTS ~TED JIN Ja 2005. 111)1) NO. J!Q/~; QUANllTlES ARE FDR BONO/NC PURPOSES ONLY. ACTUAL Q/JANTTTlES AblY ~Y. L£G{NO QfSCHIPT!ON STD. Qtfri. 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SCAI.£: AS SHOIIN PROJECT WGII,._; .,,K....,H~, -~ JOB N0.:0?:-]I JO [~i~----- RCE: 60223 RCE (,()223 EXP (,/30108 DATE (-) lllD:S/~ /~ REVll!WED Y, /J /I /J -BY: "t"'A IU\ "Q~'=-'d (niiir-) )1., ,. . CI I ( , f'A . INs:I ECTOR 5/'Sfo"i ATE TREATMENT CONTROL BMP TABLE I SH,EET I CITY OF CARI.BEAD I SHEETS I 1--~1----l-------------------l------1----+-----l----~ ENGINEERING DEPARTMENT 5 I---J----+-------------+---J----+--1----1 IWNITNANCE SHEIT IAAINTENANCE 1YPE DESCRIPTION OWNERSHIP AGREEMENT NO. FREQUENCY a<TI.Tl1Allal 17:-30 VE/icTA TED SWALE PVT Cr:dfl J AS IIEE1J£IJ flO#' IHIOtJQ/ SEPAIIA71JII IIP-52 lJNM{ INSERT PVT CC4R J /.IONTHI. Y 0/JRING TH£ RAINY SEASOI ANO AFTER I/A.KY/ STOf/1/S BENCHMARK: DESCRIP]ON, STANDARD STREET SIJR'-E:Y MONUIIE'NT LOCA]ON, RECORD FROM , ELEVATION, APPROX. 1400 FEET SOI/TH OF PALOMAR AIHPORT flOAli ON CENTEF/UNE OF EL CAJ./INO REAL NOfl/11 CO/JNTY VEJlnCAL CONTNO/. DATA N-1800 .108+76 297.25 M.S.L DA TU ~, NG',f) 1929 612210 K.H . ' DAl'E ( INITI AL £MGINEER OF WORK 'I\ fl S-&UIL T5 DAT£ INmA.L REVISION DESCRIPTION OTHER APPROVAL OJ.TE IMITl.4.l CITY _.,PPROV,._L l'lfCCISC lilWJIMi AKO OiOSION CQNTl/0£ l'tANS fOI(: OPUS POINT LOT 21 APPROVED: GLENN THOMAS PRUIM er L?a<sc ~~ ~ •If PE 51274 ~£o;r CITY ENGINEER OWN BY:~ CHKD BY: RVWO BY: PROJECT NO. PIP 05-08 DRAWING NO. "35-5A \ i 051706 01 3009 I LDT 23 \ LDT 4 2' \ ------ Lor ::11 \ LDT 17 12' ,o· 26 ' fl 26' 10· EXIST. 5• P.C.C. C/J/?8 .t GIJTTER EXIST. A.C. P'NT. 0111:R AXR£GA1£ BAS£ P£R OH<;. 409-f UQNSH£AD A VENUE EAGtf DRIVE eusuc NO SCALE Ff. 2' OlfRHANG-- (ilTH T6' PNl'KNC} Lor 20 LDT 1/J LD11B o· 25• 100' ---- -50' 200' l-5'-J-s5' LOT 20 BIJ!LO!NC WALL 2'0',/JiHNK;----t LDT 5 K£YMAP SCAl.E: t" = 100" FACE fT8' 11K tr ct/1111 • QJTTER 6.IIClia.llllC 6' ct/1111 ., .. -• • •I-• -:.· . .. '.•., ' .•·,. ctJIKRETFSl:EJl4LJ( ~. : . :-A ··: ·: .;.: {ilOTH P£T{ PUNS . ;· / ..... •, . . . --. ,_,_. 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GIIASS-l/NEO SW~ff tl BACK Of LOT NOTT'OSCME • J' 0. 12· [.-:. z ;-. t: ~. :. ~-~;-.. '~ }· 560-C-J2SO CCWCR£Tt --- OCTAIL -CONCR£T£ SWAff NOT 1D St:MI /i\AS-BLJILTS DATE INITIAl [)AT[ (rlP.} f I 2'0',fR;/N(G (ilTH 18' PANKNC} 4• A.C PA'BENT O',fR B6 A.a (JIW.} CW AS R£CtMIEMJE1) BY S<XS tN9t,tg_ D1'&AL PRNATC I.WMWAY PARl(N(; 18' (rlP.} INITW. NOSCMI 61 ' (TIP.} 2 '0'rERHAN(; ~ ~ ~tilf/f'~~r6Jf J::k. SECTION 6-1 NOSCME SECTION c-c NOSCME , . W◄« -CUli8 OP£N/NC NOTTOSCAIE IJQTE!l BECTRrNC 0A TA F1lES AH£ FtR REFfHENCE tN. Y ANO AR£ NOT TO IE IJSED FtR H<R/ZatTAL OR ~TICAl SUI~ CXBTNa. I S2ETI CITY OF CARU3BAD I sH5s I' ENGINEERING DEPARTMENT lll!im' Ql.aN' NI) Df05ION COIITllOt !'WIS FfJII: OPUS POINT LOT 21 APPROVED: GLE NN THOMAS PRUI M(jl'y ,,.-.z !!!!i • r ---=:fl!,"' ~1 if""'" PE 51274 ;:;a;--'og...;»-~ CITY ENGINEER --ATE PROJECT NO. 2710 Lok..-itwnu. Wnt Suit• 100 Cortsbad, CQ!ifQJ'nia 9?01Q 1$0-$3t-7100 Fall: 780-Q-31-8680 •-.oda)oot 1111.Jltants.com DM.L:WOf a? ~ .. RCE: 60223 sfs!ag 6ATE El.EVA TION: 297.25 11.S.L DA TUM: NGltfJ 1929 (NGIHEER or WOftl( REVISION DESCRIPTION OTHER APPROVAL CITY Al'PIIOVAL OWN BY: I CHKD BY:~ RVWO BY: PIP 05-08 I DRAWIN G NO. "15-5A 013 009 \ NOTEll l \ \ \ \ \ ALL EXIS T. POWER POLES #!THIN CRAOINC AHl"A TO 8£ R£JIO.cD NOTE!! ElECTR(NC OA TA RlES AH£ FOR RtftMJvC£ OM. Y ANO AH£ NOT TO 8£ USED Fa? HOR/ZafTAL OH ~llCAl SIJR~ CfNTRa.. LDT 2-~ .. 5 312 49 FS ... ------------------------------------------------------------------------. , -, c.o. ---------EXIST. FXIST. /8' HOPE SO. P[R OJK;. 4/J!I-IA (313 4} FC ~:::/:.:::-;~~~I...L~J'.'.:15~.l~.FC:___ ________ _ l 5 6 DOST. T'tPE :4 ' t::O. I IX DOST/NC 60' 1o. I ! 0 £)(/ST. 66' $.0. j f 'p ,1.J FS FS LOT 21 FF--374.3 PAD=Jll5 \ \ J?J.8 IF O lf'Ail 373.55 fl J7l.O fl -- Jf8 • • I I .. ' 311.J FC 311.4 FC m, fl 318.2 FC 318.5 FC Lor 20 o' s· ·xi' 10' ---- -to· SCAl.E: 1 • ., 20· ~ ~ . . ~ N~/ -fxisr, M'f'._ :.i: ;a ~ · , ·• . : ~;::;:;;:~:;;:::~=7i',--,,,.~C~ D(IS C-2 WA T£R SERVICF --1 \ )=__c ~_~ _~_ ---~-:_::i=--~~=+~_ :_L~c,.-x,_..;;;;;.;:J;=;;:;:=::_c;::=ct-;t=-==___=_=_=:~:= _= _:;:::_ I I I I I ,I CIYit EhginMring Plonnirlq Procentng ,.._ \ -~H '-FX!Sl 8" REC WA TfR 11114 rs l<t' (JN .74 FS) so· l<t' I En: 1 '5.49 FS 31149 FS !~ £X!SllNC IJ' WA TfR AVE. DEslGIIED BY, A.V.L DATE, MAR m "2 -B~I LT " DIIAlrll BY: ~ GfC. sew:: I'• fll i/ ,,I -· _ //4 /.1 j{,c,<,f-"' y/d l'ROJECT WGR.;,_.,.IC.H,..,.__ JOI N0.:0}-11JQ I ' 1---------------t P.E. 60 ;,.;,.3 EXP . fe,(30)10 DATE I ··d4 318.49 FS \ £X/SllNC 8' SEIICR \ BENCHMARK: DESCRIPTION: STANOAHO STTrEU Sl/HlfY 1/0NUIIOIT LOCATION: APPROX. f«JO FEET SOUTH OF PAI.OMAR AIRPORT ROAD ON CENTERUNE OF El. CAMINO REAL b[l LIU, KH . l1\ A'?i-BVIL TS DAT£ INITIAi. EAS£1,1£NTS / £NCU1,18£RANC£S: ~ M ~ liE1E1IENC£ / DATE a5/J0.9{0f 3 tt& 1/0A/) IIAINTENANCE AGREDIENT FIN 18-016068 aH., REC. fEB. 27, 191B TD REMAIN TERIIS, CQOTIONS 7 t t/2\ Rfl:JI lft1C4I. EASBltNT AGl/£DENT '/1( 20DJ-07fJ1711 aR., REC. DE 1.J. 2Mi . • 8 t/3\ RECIIWOCAI. EASEltltNT AGREDIENT FIN 2(J().J-(J88IIJ aR. REC. .u. r ~ 200J • • ·In A8UT1ER'S'I/JQITS CT Aca5S PER C4'i'l..l840 CT 98-10. It/AP NO. 15013 • • 15 RE1IH1JISHW (SEE l.£GEM}j •£ SIGHT DISTANCE CdiRNXR 16 PER CN//..SBAlJ CT 98-10. It/AP NO. f5IJIJ • • 17 ·&. SHRT IJISTAM::C CO'IRIXR l/ll1TM. PER CN//..SBAlJ CT 96-fO. I/AP Na f50IJ • • t& CO~TS. t:aO"fltllS NI) FIN 2(J05-.0917f(U QR. HEC. OCT. ~ • • 22 RESTRICDS/QWIT Oll]) LOTS ~ 6 ,t 18-25 23 t.£ CfMNAN1S CtNXTT<NS AID FIN 2005-0!l!ill6fr aH. REC. NOV. ..t 2005 • • RESTRfCTKNS 24 t£ S1'N Alif'AS 511/EET UMJSCN'fNC FIN 200!'r!/58611 D.R., REC. NOV. J 2005 Alif'AS NSKCllON NI) EJtFalCC-• • MENT NI) RE-ENlfiY 20 'AU\ ~ EA:B/ENT FIN 2005--0111197 aR., H£C. AVG 2:11 2005 • • 16 •£ PRIVATE lRAINACE n'iFltfNT TD LOTS fl!, 19 ,t 2(1 It/AP 15013 FIN 2()05-0.171022 aH., REC. 11A r-~2'XKi • • 9 tLfu NOTTC£ a-l/£S/1/IC11CB a, F /f{ 2rXH-otO!llltH M, REC. FEB. 11, 20tH • • REN.. PR(l'(R1Y -·& PHrPO!D) 20' Pl.llJC /lfA TER I.IE PR1<R TD QWJM; l'ERIIT PHfPOSlO £ASEJIENTS TD Cll#D -·& PHa'OSCJ) PR/VA TE SfrlliM l1MIN PR1<R TD QWJM; PERIIT PH(P()S£J) £ASDID(T 016? M.l (T LOT 22 IN FAIQI' CT All fT LOT 21 • SHO#N H£REa'I t NOTE· EXACT LOCA 110N CAIINOT BE Pt.0'1EJJ. t t NOTE: EA!DIENT 00£S NOT Nm:T ANY ff.WTK1i fT T1IS LOT. THEA Tl,IENT CONTROL BMP TABLE DESCRFOON QUANTl1Y TC-JO 1£GCTATED SIIUI.E J50LF IIP-52 ORAIN NSERT 2 EA PRIVATE STORM DRAIN DATA NOTE: T1£ f1ISH flOOH EIEVATKNS SHOfN tM T1£SE PUNS al. at:TATE T1£ PAD EJ.£VATKNS 8ASED IIPtM 8fAJJIN(; fLOOH THQtN£'SS PER StJI.S REl'(RT. I SJET I CITY OF CARLSBAD I ENGINEERING DEP ... RTMENT I SH5TS I Max /illllaltM AWi OIOSIDlt ctJIITIIOI. PWIS F'OIIJ OPUS POINT Lor 21 APPROVED: GLENN THOMAS PR UIMQt-~" "V ""11""'~• -~ s-t.v/~ PE 51274 ~.-09--30--" CITY ENGINEER 7 iJlTE OWN BY: PROJECT NO. DATE ll<ITIAI. DATE IHITW. 271 0 Loker Awnu. West S~t• 100 Corttbod. Coflfomta 92010 760-931 ~7700 Fa:r: 760-SllJ1 -8880 W'lfW.odoyeonsultonb.c-om HJ: st DATE:~a&, s lsjor 1 ATE RECORD FllOM: NORTH COi/NTY VEHTICAL C'avTROL DA TA H-f 800 J08+ 76 ELEVATION: 297.25 M.S.L DA TUM: NGjl() 1929 ENGI NEER or WORK I I DR ... WING NO. CHK O BY: ,\llil..-REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: / A-' PIP 05-D8 a5-5A RCE: 051706 01 3009 EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK /5 REQU/R£D, CONTACT El.AM WALSHE , AT (949) 622-2174 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MAOE AVAIU\Bt.£ AT ALL TIMES OUR/NG THE RAINY SfASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILEO ON SITE AT CONVENIENT LOCATIONS TO FACILJTATE RAPID CONSTRUCTION OF TEMPORARY D£v/CES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED Wffi/OUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE C/1Y ENGINEER AFTER fACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE C/1Y ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROV/DEO PER THE APPROVEO GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADEO AREAS AROUNO THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PU\CE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (S) DAY RAIN PROBAB/LJTY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. AU GRAVEL BAGS SHALL BE BURLAP TYPE Wffil J/4 INCH MINIMUM AGGREGATE 11. SHOUtO GERMINATION OF HYDROSEEDED SLOPES FAit TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STAB/LJZED BY PUNCH STRAW /NSfAUED IN ACCORDANCE Wffil SECTIDN J5.02J OF THE EROSION ANO SEDIMENT CONTROL IWIDBDOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALJFORN/A. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTAUEO AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOUOW/NG: A. HYDROSEEDING SHALL BE APPLJED TO: 1. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE rm OR MORE IN HEIGHT AND ADJAC£NT TO A PUBUC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADEO FI.ATTER THAN 6:1 WHEN ANY OF THE FOUOW/NG CONDmONS EXIST: a. NOT SCHEDULEO FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) Wffi/lN 60 DAYS OF koUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VIS/Bl.£ TO THE PUBUC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE C/1Y ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE Wml THE FOUOW/NG CRITERIA: c. I. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY IWID WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF tow PRECIPITATION SPRINKL.ER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF tow PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEO/NG. THE DEVELOPER SHALL SUBMIT A PROPOSEO SCHEME TO PROVIDE IRRIGATION TO THE C/1Y ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE E1.£MENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE tEVEt OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOUOW/NG: 1. SEED MIX SHAU CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J /bs. PER ACRE OF E SCHOOi.. CIA CALJFORNICA d. 4 lbs. PER ACRE: OF ACHILLEA MILLEFOI..IA •· J /bs. PER ACRE OF AL\'SSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOI.ECA g. ITtMs c,d,e, ANO f OF m,s SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BE!NG HYDROSEEOED IS NOT VISIBLE FROM Effi/ER A PU8LJC STREET OR RESIDENTIAL STRUC11JRES. h. ITEM a OF THIS SUBSECTION MUST 8E INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLJEO DRY Effi/ER BY DRIWNG OR BROAOCASTING BEFORE HYDROSEEDING. I. ALL SEEO MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENEO CONTAINERS Wffil THE CALJFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHEO TO, OR PRINTED ON SAIO CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEEO SLURRY AT 1HE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPi.JED AT THE RATE OF NO LESS THAN 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SU8STl11JTEO, ALL OR PART, FOR HYDRAULJCALLY APPUED FIBER MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECIW/ICAUY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL J. FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, Wffil 15.ff SULPHUR APPLJEO AT THE RATE OF 500 lbs. PER ACRE. D. AREAS 10 BE HYDROSEEDED SHALL BE PREPARE:O PRIOR TO HYDROSEEDING BY: I. ROUGHEN/NG THE SURFACE TO 8E PU\NTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FI.ATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT Witt NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SO/ts SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOit MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, !£ACHING OR COVERING SALJNE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHAU BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTI. Y LANDSCAPEO OR, FOR AREAS WHERE HYDROSEE:DING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND AU BONDS REI.EASEO. 50°1,f/ll. 12· l,f//1. PROO/£ PUBUC R/GlfT- OF-WAY 2• MINUS ROCK EXISTING GROUND _j_ JO'M/N. T Slffl. S-£R--_, PlA1£S/RUMBtE RACKS PROVIDE N'PROPR/ATE TRANSITION BE1WEEII STABILJZEO CONSTRUCTION ENTRANCE AND PUBUC R/GlfT-OF- WAY -OF-WAY F£NCf/!WIR/£R TO RESTRICT TRAmC TO THE CONSTRUCT/OIi ENTRANCE STABIIJZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 I. SET POSTS ANO EXC<\VATE A 4 BY 4 Ill (IO BY 10 CM) 11lENCH UPSI.OPE FROM AND ALONG THE: LJIIE: OF POSTS. J. ATTACH THE: FII.TER FABRIC TO THE WIRE: FENCE: ANO EXTEND IT II/TO THE Tl?DICH. il17Qilj;'----- -~,-' ~ffi111-'· >-~ 2. STN'tE ltlRE FENCING TO THE: POSTS. =-• Ill (10 CM) 4. £/ACKF1LL ANO COMPACT TH£ EXC<\VATED SOIL SILT FENCE GRAVEL BAGS OVERLAP Of'ITO CURB GAP BETWEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIii. THREE LAYERS OF GRAVEL BAGS W/Tli £/IDS 01/fRLAPPED GRAVEL BAGS 9 Ill (2J CM) 2 FT (0.6 ,.,, fA/(/f/EN RIDGE UNLINED SWALE & BERM ..,____ '.£Rl1CAI. Sf'ACINC ----.._ ----.._ VARfl' 8£TIIEEN 8' TO 10' NOTE: /NSWJ. RBER fl(}/J. A/.ONfJ A Lflf1 CONTOIIH ~ - FIBER ROLL "'2.110 KH. 11\ AS ·BUILT5 DA,s INITI.6.l RBER fl(}/J. 4• NIN. SH OUA/1. ADOif' ENGINEER Of WORK REVISION DESCRIPTION DATE LEGEND DESCRIPTION QUANTITY S)'MBOL STABilJZED CONSTRUCTION ENTRANCE 1 EA. UNLINED strALB Ac BERl,I 550 LI' LIMITS OP CIEARIIIG & GRADlllG Sll.T FEliCJ: 195 LI' □ □ □ FIBER ROLL ■ ■ ■ • • • • ■ ■ • • • • • GRAVEL BAGS 530 EA. GRAVEL BAG CHECK DAM HYDROSEED 2040 sr ( ,. . --__ ,_ NOTE!! ll.EClRaV!C DATA fH.£S AR£ FOR ROTRENC£ ONLY ANO AR£ NOT TO 8£ USED FrYi Ha?fZ~TAL rYi lUllCAl SUR'.O' CONTR<L C~/??~TS DESIGNED BY: A,V.L Di.TE: MAR 2008 DRAWN BY: B,O'D., G,E.C. SCAu:: AS SHO'IM PROJECT MGR.• K.H. JOB N0,:05-IIJO 2710 Loker A¥enue West Clv!I Engineerino; ENGINEER or WORK: Suite IOO Planning ,/-:~~ Cor111bod, Colifomia 92010 Proces~ing DATE:~~ 760-931-7700 Surveying Fox: 760-931-8680 www .odaycon~ultonts.com ~lH W. HANSEN RCE: 60223 "AS BUILT" Ml~.... ,/41tn RCE ~a :,.;;2.3 EXP.-,1/J.¢a-DATE Rwda. IAS CTO,-• stslo~ -dATE I SH4ET I CITY OF CARISBAD I SH5TS I ENGINEERING DEPARTMENT £ROS/ON CO/ITROI. PUNS FOH: OPUS POINT LOT 21 APPROVED: GLENN THOMAS PRUIM Qr .de~-~-~~ 3/~<>&. PE 51274 ·--. 09-J0-0_7. _ ciTY ENGINEER ---TE OWN BY: PROJECT NO. DRAWING NO. INITIAL OAT£ INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: PIP 05-08 #5-5A • , :· ) I I • ,, • '0)170'6 , __ _ L . ,1, / / / --ii I ' ,+; ' t ,,, i .·' ,, --- ,' i ! i -.. -i;,:.:;,_!/ l _,, ;~- J{;t,-.. i,. ---,,,.------ LOl22 ------<1i' ------R//'C: ------.. ---, 5---------....,,___ / /' ,_./ ,/ NOTE/I All CXIST. POWEi? POI..ES WTHIN GRADING AKA TO 8£ REMOW NOml E'lEClRONIC OATA RLCS ARE FOR R£F£R£NCE ONLY ANO AK NOT TO 8£ /JSCO FOR HORIZONTAl OR ;fRT!CAl SURVEY CONTROL / • I .' I -.Y ~- ·.·. ,- -- C~~TS 271 O Loker A.venue Weat. Civij Engineerin.g Suit& 100 P-lannin9 Carlsbad, California 92010 Processing 760-931~7700 Surveyir;g Fo,;: 760-931-8660 www.odc~nsultOnts.co-m. ( ' ,_ ' -l ·-. )' G'?A 1B. BAG l:fl£t'( OAAIS AT LOCA l!ONS SHOIW ( OH_f!BfH RalS-T'rP.) l£l. SAC /NlET CONlR(X AT All STORJI f)lrlt!NS (TTPJ LOT 21 , , t.f'.•J71.J PA£J;,J7J.5 -·---:- I Ii I I ! -- LOT 20 NO !f; " srABH.!ZED Co/STRIICT!ON ROAOWA Y ro BE _ locAl@ Al.ONC SO/JTHERN f'RfP£RTY UN£ UNLESS - OlHERMSE APP/i'Olt}] BY INSff:CTOH. Ytlf£N NOT IN U~ STAI.LIZ£ £XPOSE/J GNOflNO/Sl.(HS IIUH H'tlJROSEEJJING OH 01HER APPROVED M£7H(JI). DESIGNED BY: A. V.L DATE: MAR 2008 "AS-BUILT #~---DRAWN BY: BO'D •• G.E.C. SCALE.: 1" " 4f/ PROJECT MGR., K.H. JOB NO.:05-1130 P.E. 60:.a 3 EXP.-~7ho , ENGINEER or wz REVll 'f/ED .lil. (, ' DATE: 1/ftJ/~ ,/,f,, . ~J ~. u .. K£1lH W. HANSEN RC£: 60223 IJllSffECTOR ' ,,, ' ' ,, ,µj_f I DATE s/,;/og DATE • • I I l- I -, ' f--ft' _, --' ·, ,..... ', ~--_ ..-1/~ ' . ~ \ ,_ LOT 19 ,. -, -.._ . .,.__ . ~. '· -· ., ·r BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD Sll?E£T SURVEY MON/JAIENT APPROX. 1400 FEET SOf/lH OF PALOMAR AIRPORT ROAi) ON CENTERIJNE OF R CAMINO REAL NORTH COUNTY VERT!CAL CONTROL OATA R-1800 J08+78 297.25 M.S.L DA TUM: NCVO 1929 J I -I . ~' /;/2. 7..107 DAT£ Y. KH- INITJAL ENGINEER OF WORK ""--~-~>~ ,: -------- -~-~-----~----~ ~-- -' · ~ D>----s---------··---··----··-·---,_, . . ·-----s- ' e'. _, --·,' 11\ AS ·BVILT5 ,-• ' ' . ' ,. , 'j.·, LOT 18 , .. - \ \_ ! ,,_, o----Ht REVISION DESCRIPTION ' :•,..'' . .,, ' DAT[ ~ \ .. '.._ c·· INITIAL OTHER APPROVAL \ >r \ \ \ . -_, ,.-- \ ! \/ i ' ( ' H ---~ ' , __ - · ... , " \.c I I \ ' -, -_, ' ' \ '. \ 40' -----,·;-. .:.·.r: .. ;,l , _ _,-,0 \ _~~:-:-\J \\ii ' .. -·w· (ft' 1 o· -,"f 20· SCALE: 1 • a 40' 80' ---· -_, ,,...-7 / --- \ '.,\ ' ' ' I ' OAT£ INITIAL CITY APPROVAL \ I I \ \ /_, ',..;_ ... ,, -- / I .,, ;, \ \ I \ \ I I \ ti I \ I I \ \ I \ I I / ' -I \ \ I \ I I \ I \ ' \ I I \ \ I ' ",--. ' ' \ I \ ' \ ' I ' f1 'I :·-i ' ' I -- ' ,'--".i I / . ~. . .-f· •.· _.· . __ ,. '?✓ ' , ' / / 1 -----; / I I l ' ' ' -;,!,'-, .. \ ', I -/' \r ~,.,'··~-- TRONIC OATA f/l.£s A~FOH RFHR£NC£ ARE' NOT TO BE iJSEO Ff.W HOHIZONTAl OH ;fRllCAl SJRVCf CaiTRa. 1 sH;T I CITY OF CARI.SBAD I SH5TS I ENGINEERING DEPARTMENT £HOS/OIi CONTROl. Pl.ANS FOR: OPUS POINT LOT 21 APPROVED: GLENN THOMAS PRUIMSJ'" & IC ~ ~ 'fllr'e ;",( _ .J,#~ PE 51274 ~ • 09-30-0 ·-CITY ENGINEER D TE OWN BY: PROJECT NO. DRAWING NO. CHKO BY: PIP 05-08 4J5-5A RVWD BY: , i 051706.