Loading...
HomeMy WebLinkAboutDWG 435-4A; PIP 05-07; OPUS POINT LOT 20; 01-05I OPUS POINT WORK TO 8£00N£ THE GHAl)INfJ WORK SHAll. CONSIST OF 7HE CONSTR//Cl!ON CF All. CUTS ANO fll.LS. R£Al£lJIAI. GRAOINC, !Wt/NACE FACfl.lTIES. EROSION CONTROL FACIUTIES. ANO GHAOINQ NOTES PRECISE GRADING & LOT 20 EROSION CONTROL PLANS PlANTINfJCF~"4NCNT~~mANOPREP~l!ONCFAS-8UllTfJRAOINfJ~S. AS-8/111.T CEOLOCIC 11#'5 ANO RU'ORTS. All. AS SHOWN OH REQIJIREO ON THIS SET CF Pl.ANS ANO TH£ CITY STANOARfJS. Sf1£CJfl<:ATIONS, Rt(}{J/R£NENTS, RfSOLIJTIONS AN!) ORIJINANCES CITED ON lH£S£ Pl.ANS. I IN AOOI TION TO THE R£()1//Ro.ENTS OF CHAPT£R /ti. /6 OF THE CARLSBAD MI/NIC/PAL COD€./ /. TH/$ Pt.AN S//PERS£l)c$ ALL OTH£R Pt.AN$ PR£VIO//SLY APPROVED BY THE CITY OF CARLSBAD R£GARfJ/NfJ GRAO/NfJ SHOWN ON TH/$ S£T OF Pt.AN$. l, APPROVAL OF THI$ Pt.AN 00£$ NOT ££$SEN OR WAIVE' ANY PORTION OF THE CARLSBAD MI/NICIPAL COPC, R£SOLI/TION OF CONDITIONAL APPROVAL, Cl TY STANl)ARDS OR OTH£R AODITIONAL DOCIJIENT$ LISTED H£REON AS TH£Y M<IY PERTAIN TO TH/$ PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL R£VISE TH£SE Pt.ANS /l'H£N NON-CONFORMANCE IS DISCOV£R£!). 3. Cl TY APPROVAL OF Pt.ANS DO£$ NOT R£1. IEVE' THE iJE:VflOPER OIi £NGIN£ER-Ol'- WORK FROM RESPf)NS/8/LITY FOR THE CORRECTION OF ERROR$ AHi) OMISSIONS D!SCOV£R£0 DI/RINfJ CONSTR/JCTION. ALL Pt.AN R£YISIONS SHALL BE PRCN"llY SI/BMITTEO TO THE CITY £NG/N££R FOR APPROVAL. 4. A RIGHT·OF·WAY PERMIT FRCN THE CITY £NG/N££R WILL BE R£01/IREO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INS//RANCE MIIST BE FILED NAMIN(J THE CITY OF CARLSBAD AS AN ADDITIONAL INSI/RtO ON THE PERMITT£E'$ POI.ICY IN THE MINIMIJM AMOI/NT or $1,00(),000.00 FOR EACH OCCURRENCE OF LIABILITY, [HE' INSURANCE COMPANY WR/ TINfJ THE POL ICY MUST HAVE A RAT/NI OF "A.• ANO A SIZE CATEGORY OF CLAS$ VAS ESTA8L/SH£0 BY "B£STS" KEY RATINB GI/IOE. ti. I/NI.ES$ £XEMPTEO BY SECTION 301. {11/S OF THE 1/NIFORM BI/ILl)/N(J COPC, ReTA/NING WALL$ 01/TSIOE OF PUBLIC RIGHT OF WAY ReOI/IRE SEPARATE PERMITS FRCN TlfE BI/ILDINfJ DEPARTMENT. 6. NO WORK SHALL 8E CCNENCEO 1/NTIL ALL PERMITS HAVE' BEEN OBTAIN£0 FROM THE CITY ANO OTH£R APPROPRIATE AG£NCI£$. 1'. APPROVAL OF TH£$£ Pt.ANS BY THE Cl TY £NG/N££R DOES NOT AUTHORIZE ANY WORK OR GRAD/NB TO BE PERFORt,EO UNTIL THE PROPERTY OWN£R'$ P£RMISSION HA$ B££N 08TAIN£0 ANO A VALi!) GRADIN(J PERMIT HAS BEEN ISSl/£0. 8, NO ReVIS/ONS WILL BE MADE TO THESE Pt.AN$ WITHOUT THE WRITTEN APPROVAL OF THE CITY £NG/N££R, NOTEO WITHIN THE R£VISION BLOCK, ON THE APPROPRIATE SH£ET OF THE PLANS ANO THE TlllE SHEET. !J. ORIGINAL DRAWING$ SHALL BECOME THE PROPERTY OF THE Cl TY //PON BE/NfJ SIGN£!) BY THE Cl TY £NGINE£R. 1 /0. THE ORIGINAL DRAW/NfJ SHALL 8E R£VISEO TO R£FLECT AS-BUILT CONDITION$ BY THE £NG/N££R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACC£SS FON FIRE ANO OTH£/1 EJERG£NCY V£HICL£$ SHALL BE MAINTAIN£0 TO THE PROJECT SI TE AT ALL TIA£$ 01/RIN(J CONS THI/CTI ON. ll. WH£HE TReNCH£$ ARE WITHIN CITY EASEJENTS, A SOILS REPORT COAl'RIS£0 . ------T OF: {A/ SI/ANARY SH£ET, /8/ LABORATORY WORK SH££T$ AND (CJ CCN"ACTION Cl/RV£$, SI/ALL BE SU8MITTED BY A PROF£SSIONAL ENGINE£R OF THE STATE OF CALIFORNIA, PRINCIPALLY OOIN(J BUSIN£SS IN THE FlaO OF APPt.lEO SOil$ IECHAN/CS. THE SOILS RtPOHT WILL OE SUBMITTED TO THE CITY ENG/N££RINfJ INSffCTOR WI THIN Tlltl WORKINfJ DAYS OF THE COl#'lETION OF Fial) TESTS. 13. A SOILS COAl"ACTION REPORT ANO CCMIPLIANCE VERIFICATION REGARl)/NG AOHF:RENCE TO RF:CCNENOATIONS 01/TI. /N£0 IN THE SOIL$ RtPORT /$ R£0UIREO PRIOR TO THI ISSIIANCc OF A 81/ILOINfJ PERMIT. ALL CONTROi.LEO GRAPING SHALL BE DONE I/NOEil THE 0/Rf:CTION OF A PROFESSIONAL £NG/NE£R OF THE STATE: OF CALIFORN(A PRINCIPALLY 00/N(J 81/S(NESS IN TIIE Ftao OF APPi.{£/) SOIL$ MECHANICS. ALL FILL 0/1 FIITURc FILL AReAS SI/ALL BE CONSTRI/CT£0 IN ACCORDANCE WITH THE CITY OF CARf.SBAD STANDARD SPECIFICATIONS AND THE • EARTI/WORlf SPECIFICATION$ • ATTAC/1£0 TO THE PREl. I Ml NARY SOILS INV£STl6ATION. DAILY F/El.O COAl"ACTION REPORT$ WILL OE SU8MITTEO ro TIIE PROJECT INSPECTOR. 14. A fRECQNS[RIICr!QN 6Ef[INq SHALL BE' HELD Ar [HE' SITE PRIOR lQ [Hf BEGINNl(m 0/I'. IIQRK ANO SHAU Bf ATTFNDEQ BY ALL REPRESEN[AUVE$ RESPONSIBLE FOil CONSTRI/CTION, INSPECTION, SIJPERYISION, TESTINfJ AND ALL OTHER ASPECT$ OF [HE' IIQBK, THC CONTHACT0/1 SHALL SCHF:0/11.E THE M££T/ NfJ THRO//GH THE PERMIT CLERK /760 438-3B!JI/ AT LEAST FIVE' (5/ WORK/NfJ DAY$ PH/fJR TO STARTIN(J CONSTRI/CTION. APPROV£0 DRAWINGS MUST PE AVAILABLc PR/OIi TO SCH£l)tJLING. THE GRADING PERM/TWILL Be PROVIDE!) BY THE PROJECT INSPECTOR AT THE IEETINfJ. IS. All INSP(CTION REOI.IE$TS Q[HER THAii FOR PRECQNSTl?(JCTIQN IEETIM WllL Bf MADE BY CALL/N(J THE ENGINEER/NI 24-HOUR INSPECTION R£(}/JfST l lNE AT 17601 ffl-3891 INSPfCTION REO/JESTS Mllsr Bf RECEIVED PHI0/1 TO 2:00 PM, ON THE DAY BEFORE THE INSPECTION IS N£EDEO. INSPECTIONS WILL BE MADE THE N£XT WORK DAY I/NL.ES$ YO/I RtOUEST OTl/£RW/Sc. Re(}IJ£ST$ MADE AFTE/1 2,00 P.M. WILL Be SCH£0lll£0 FOR Tlltl FIII.L WORK DAY$ LATE/1, 16. THE OIINE/1 ANO/fJR APPLICANT THR0//6H THE l)cVflOPER AN0/0/1 CONTRACT0/1 SHALL l)cS/GN, CONSTRI/CT ANO MAINTAIN ALL SAFETY !)£VIC£$, INCLUDING SHOR/NII, ANI) SHALL BE SOLELY RESPONSIBLE FOil CONFORMING TO ALL LOCAL, STATc ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATION$. 11'. THC CONTRACT0/1 SHALL CONFORM TO LABfJR COOE SECTION 670$ BY SI/BMITTINfJ A /JETAIL PLAN TO THt CITY £NGINE£H AN0/0/1 CONCERN£!) AGENCY SHOW/NB THE DES/6N OF SHOR/NB, 8RACIN(J SLOl'INB 0/1 OTHER PROVISIONS TO BE MADE OI" WORKE:R PROTECTION FROM THE HAZAR/J OF CAV/N(J GROUND 01/HIN/I THE EXCAVATION OF SI/CH TRENCH OR TRENC/-1£$ OR DVRINII THE PIPE INSTALLATION TH£REIN. THIS Pt.AN MUST BE PR£PAREl1 FOH ALL TRtNCH£$ FIVC FEET (5'/ OR MORc IN /JEPTH ANO APPROVED BY Tl/£ CITY ENGINEE/1 AND/OR CONCERN£{) AG£NCY PRIOR ro EXCAVATION, IF [ti£ PLAN VARIES FRCW THE' SHORING SYSTEM STANDARDS £STABLISIIEO BY THE CONSTRIICTION SAFETY ORl)cHS. T/Tl.E 8 CALIFORNIA AIJMINISTRATlvt! CODE, THE Pi.AN SHALL BE PREPAR£0 BY A REGISTER£0 ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT Ml/ST BE SUBMITTED TO THE INSPECTOR PR/0/1 TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORIED UNTIL A VAL/I) 81..ASTINB PERMIT HAS BEEN OBTAINED FRCN THE CITY OF CARLSBAD. Sl/81,//T APPLICATION FOR Bi.ASTIN/$ PERMIT lfE'LL IN ADVANCE OF' THE SCHEO/JL/NfJ OF BLASTING OP£1/ATIONS. l!J. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO WITHIN ANY WORK ARCA 01/R{NfJ CONSTRIICTION, OPERATIONS WILL C£ASE {t.l,E{}(ATaY, ANO THE PERMITTEE WILL NOTIFY THt CITY ENGINEER. OPERATION$ WILL NOT RESTART UNTIL THE PERMITT£E HAS REC£IV£0 WRITTEN AIIT/10/1/TY FRCN THE CITY ENGINE£/1 ro DO so. 20. ALL OPERATIONS CONOI/CT£11 ON THE SITE OR APJACENT THERETO, INCLUD/N(J WARM/NfJ /JP, R£PAIR, ARRIVAL, OEPAHTI/HE OR OPERATION OF' TRIICKS, EARTIMJVINfJ E(JII/PAENT, CONSTRIICTION E(JIIIPIENT AND ANY OTH£R ASSOCIATE!) GRAOINB EOI/IPIENT SHALL BE LIM/TEO TO TH£ PERIOD BETIIE'EN 1',00 A.M. ANO SUNS£T EACH OAY, MONDAY THR/J FRIDAY ANO NO EARTINOYINB 0/1 GRAOINB OPERATIONS SHALL 8E CONDUCTED ON IIEEKENOS 011 HOLIDAYS. {A LIST OF CITY HOI. IOAYS IS AVAILABLE AT THE ENGINEERING IJCPARTACNT COI/NTER. J ZI. All OFF'-SI Te: I/AUL ROI/TES SHALL BE SUBMI TTEO 8Y THE CONTRACT0/1 TO THE CITY ENGINEE/1 FOR APPROVAL TltO FULL WORK/Ntl DAYS PRIOR TO BEGINNING OF' WORK. 22. l/l'ORT MATERIAL SHALL BE 08TAIN£0 FROM, ANO WASTE MATERIAL SHALL BE /JEPOSITEO AT, A SITE APPROVED BY THE CITY £NGIN£ER. THE CONTRACTOR SHALL BE R£SPONS/8LE FOil ANY DEBRIS 0/1 OAMAGE OCCIIRRINB ALONfJ THE HA/A. ROI/TES OR AOJACENT STREETS AS A RESULT OF' THE GRADINfl OPERATION. 2S. ORI/SH SHALL BE RENOV£D ONLY WITHIN THE AREA TO BE GHAOEO. NO TRtES ARE TO BE REMOV£0 I/NI.ES$ SPECIFICALLY NOTED ON THE Pl.AN. 24, ALL AREA$ SHALL 8E GRAl)c0 TO DRAIN. GRAOINfJ RESIILTINfJ IN THE PONO/N(J OF WATER IS NOT PERMITTEO. ALL EARTHEN SWALES ANO DITCHES SHALL HAVC A MINIMUM ONE PERCENT SLOM. ZS. TH£SE Pt.ANS ARE Sl/8J£CT TO A SIGNED ANO APPROV£0 S£T OF EROSION CONTROL PLAN$. EROSION CONTROL SHALL Be A$ SHOWN AN!) AS APPROV£0 er THE CITY ENGIN££R OR AS DIH£CTEO BY THE PROJ£CT INSP£CTOH. 26. ALL SLOPE$ SHALL BE TR/1,1,E/) T() A FINISH GRADE ro PRODI/CE A UNIFORM SIIRFACE ANP CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT ANO ORDERf.Y CONDITION. ALL STONES, ROOTS OR OTH£H DEPRIS SHALL BE REMOV£0 ANO DISPOSED OF AT A SITE APPROVED OF er THE CITY ENGIN££R. P.I.P. 05-07 TH£ GRALIINfJ WORK SHAll. 8£ PEJ/FOR/,/f]} IN ACCOR04NCE WITH 7HE FOl.lOW/NfJ OOC/JMENTS, CURRENT AT THE llllE CF Atl"ROVAL OR AS 0/RECTED BY TH£ CITY ENCINEEH: 21. ALL SLOPES SHALL BE IRRIGAT£0, STAB IL IZEO, Pl.ANTED ANO/OR HYOROS££0EO WITHIN TEN /10/ OAYS OF' THE TIIE WIEN EACH SLOPE IS BROUGHT TO GRAOE AS SI/OWN ON THE APPROV£0 GRAOIN/1 Pt.ANS. 28. LANOSCAP/N8 SHALL BE: ACCfN>L/S/1£0 ON ALL SLOPES ANO PAO$ AS R£01//HEO BY THE Cl TY OF CARLSBAD LANDSCAPE MANI/AL, THE LANDSCAPING Pt.ANS FOR THIS PROJECT, ORAW!NfJ NO.'=-__ , AND/OR AS OIRECTEO BY THE CITY ENGINEER OR Pi.ANNING OIReCTQR. 2!J. THE OWN£R/APPLICANT SHALL INSI/RC THAT ALL CONTRACTORS SHALL COOROINATE THE WORK OF THESE GRADING Pl.ANS WITH THAT SHOIIN ON BOTH THE LANOSCAPE ANO IRRIGATION Pt.ANS ANO THE IAFROV£!ENT Pt.ANS AS ReOUIREO FOR THIS WORK IN ACCORDANCE WI TH THE lANOSCAPE MANI/AL TIA£ REOIIIREIENTS. 30. STORM ORAIN PIPE SHALL BE REINFORCE!) CONCR£TE PIPE WITH A MINIMUM 0-LOAO OF l,:J50. FOR PRIVATE STORM DRAIN PIPES, 1/P TO 15" PVC MAY BE 1/TIL IZEO PROVIOEO DEPTH /$ LESS THAN IS FEET ANO BACKFILL£!) WI TH S/4" ROCK PER SOHSO S-4 TYPE •c• ANO PIPE IEETS ASTM STANDARD 303-1 FOil SOR 3$ SOLi!) WALL PIPE. :JI. WH£Rc AN £XISTINfJ PIPE LINE IS TO BE A8A/{00N£0 AS A RESULT OF THE GRAD/N(J OPERATION, IT SI/ALL BE REMOV£0 WITHIN TM:NTY FEET OF 81/ILOING OR STREET AREAS ANO R£Pi.ACEO WITH PROP£Rt.Y COll'ACT£0 SOILS. IN OTH£R AREAS THE PIPE WILL BE Pi.1/GGEO WI TH CONCRETE 0/1 REMOV£0 AS APPROV£0 BY THE CITY £NGIN££R ANO/OH THE GEOTECHNICAL ENGIN££R. 32. THE CONTRACTOR SI/ALL V£RIFY THE LOCATION OF ALL EXISTING FACILITIES {ABOVE GROI/NO ANO 1/N/JER GROI/NOJ WITHIN THE PROJECT SITE SI/FFICl£NllY AHEAD OF' GRAOIN(J TO PERMIT THE REVISION OF THc 6RADING Pl.ANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. :JS. THE CONTRACTOR SI/ALL NOTIFY AFFECTED 1/TIL I TY COAFAN/£$ {SEE BaOWJ AT L£AST 2 F/11.L WORK/NII DAY$ PRIOR TO STARTING GRADING NEAil TH£IR FACILITIES ANO SHALL COORl)INATC THE WORK WITH A COll'ANY REPRESENTATIVE. UNl)cRGROI/NO SERVICE ALERT $/)Ga£ /800/422-41:JS (800/660•7343 (800/892-0123 (760/438-71-1/ (760/434-2980 ( 760/438·21'22 PACIFIC BELL AOaPHIA CCMJUNICATIONS CITY OF CARLSBAD (STReETS a STORM ORA/NJ -CI TY OF CARL SBAO { SEHER, WATER a RECLA I Al£!) WATER J 34. PERM/ T COi.Ff. lANCE R£0UIREJENTS: A. FOR CONTROi.LEO GRADING-TH£ APPLICANT I/IRES A CIVIL £NGIN£ER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE T£CI/NICAL ADY/CE, OBS£RI/E ANO CONTROL THE WORK IN PROGRESS (15. 16. 120 A. 8} CARLSBAO MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT-THE FOLLOWING REPORT$ MUST BC SUBMITTEO TO THE CITY £NGIN£ER VIA THE PROJECT INSPECT0/1 {IS. 16. 120 A. /0} CARLSBAD MUNICIPAL CODE: I I I FINAL REPORT BY SIJP£HVISIN(J GRAO/NG ENGINEER STATING ALL GRADING IS COAl'L£TE. ALL £ROS/ON CONTROL, SLOPE PLANTING ANO IRRIGATION ARc INSTALLE/) IN CONFORMANCE WITH CITY COOc ANO THE APPROVE!) Pt.ANS (OBTAIN SAAPLE OF COI.Ff.lANCC LETTER FROM CITY ENGINEERING DEPARTMENT/. {2/ AS-BIi/LT GRAOINII Pl.AN. {SJ RE:PORT FROM TI/E SOILS ENGIN££R. IIHICH INCLUOES RECOI.IEN0£0 SOIL BEAR/NO CAPACITIES, A STATEMENT AS TO THE EXPANSIVE OVAL I TY OF THE SO IL, ANO SllANAH I ES OF FIELP ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATE/ENT 8Y THE SOILS £NG/NEER THAT THE GRAOIN/1 WA$ DONE IN ACCORDANCE WITH THE REOI/IREAENTS ANO RECOI.IENOATIONS 01/ll/NEO IN THE PRatMINAHY SOILS REPORT ANO ANY S//PPi.EJENTS THERETO. /-IJ REPORT WITH AS·PI/ILT GEOLOGIC Pl.AN, IF REOIIIR£0 BY TH£ , Cl TY. UNLESS A GRAO/NfJ PERMIT FOR THIS PROJECT I$ /SSIIEO WITHIN ONE fl/ YEA/1 AFTE/1 THE CITY ENGINE£R"S APPROVAL, TH£$£ Pt.ANS MAY BE H£01/IREO ro OE RF:SU811/TT£I) FOR Pt.ANCH£CK. Pi.ANCl/£CK FEES Will BE R£01/IREO FOR ANY SI/CH RECHECK. I 36. 7HE SOILS f{[P(;WTS llllEJ) !11!1}A}E' OCQTECHNICAl IN'.fillGA TlON. CARiSBAO RACEWAYBUS/NfSSPARI<, c,: 98-IQ. CARr.SBAO. w1-OA'fED A/)(;//Sf 17, 2004 AND PRWMINARY CEO TECHNICAL RtPOR r. OPUS PQIN[ Ar 'THE RACfWA Y. LOTS 5 lllHOIJGH 25 DATED A/ARCH 7, 2005, PREPARED BY G£OCON, INCORPORATE!) SHAl1. 8£ CON510EREIJ AS PART CF lHIS G/?A/)/NfJ PlAN. . ENGINEERS NOTES f. RC',.fSION CF THESE Pt.ANS AJAY 8£ REQIJIREO IF 7HE PRCPOSED IAIPROl£MENTS AR€ NOT CONS TR/JC TEO PRfOR TO 7HE OcAl){JN£ OA Tt CF TH£ ,. IAIPR0',0/£/(T A(iRHJ.1£NT. 2. TH£ £XISTENC£' AND LOCA l/ON CF unurr STRUCTUR(S ANO FACft.lllES SHOIIN ON THC CONSlR//Cl!ON Pt.ANS HERE OBTAINED BY A SEARCH CF THC A VA~ RECCY?OS. ATTENTION IS CAIJ.£0 TO THC POSS/Bl£ £XIS7£NCE CF OTHER unurr FACIIJ11£S OH STRUCTURES NOT SHOIIN OH IN A LOCATION O/FFER£NT fl?OAI lliAT SHOIIN ON THC Pf.ANS. !11£ CONTRACTOR IS REQUIRED TO TAKE 011£ PRECAUTIONARY AICAS//RES TO PROTECT TH£ //l!Lll1£S SHOIIN ON TH£ Pf.ANS AND ANY OTHCR (X/Sl!NG FACIIJTlES OH STR/JCTURES NOT SHOl'IN. .I TH£ CONTRACTOR SHAU. l£7i'/FY THC LOCA l!ON CF All. EXISllNG FACIIJllES (A80',CfJROI/ND ANO UNIXR6ROUNO) l'lll!IIN THE PRO.ECT Silt SUFFICl(NlLY AHEAD CF !11£ CONSTRUCTION TO PCRMIT THC 1£',fS/ONS (F l1IE CONSTRUCTION Pt.ANS IF IT IS FoiJND l!IA T THC ACTUAL LOCATIONS ARE IN CONR.ICT l'IJTH THC PROPOSED HtWK. ~ All. H.0.P.C. STORM DRAIN TO 8£ INSTAl.l.EI) PtH HANCOH BACKFIU R£COMM(NOA l!ONS FON lfl-(J Pff. TREATMENT CONTROL BMP TABLE MAINTENANCE SHEET lYPE DESCRIPTION OWNERSHIP AGREEMENT NO. 8/{Y'l ll?A TION TC-30 J.EG£TA TED SWALE PVT CC,kH .J FLOW THROUGH SEPARATUR IIP-52 DRAIN INSERT PVT CC,kH .J PROJECT LOCATION THIS PRO,£CT IS LOCATED l'IITHIN ASSESSCY?S PARCEL Na 221-881)-08. TH( CAUFCY?NIA COORl)INA!t INO(X CF THIS PRO,£CT IS N 1ii2 E §2ff6, SOlJHC£ OF TOPOGRAPHY TCRXiRAPHY SHDIIN ON TH(!£ Pl.ANS WAS GENERA TED BY A£R/AL rr:Y'OGRAPHIC SUR',CY BY SAN-LO ACR/Al. SUR',CYS ON J/ILY 4 1997. EX!SllNG I/ASS GRAO/NfJ SHOIIN PCR APPRO',fJJ CITY CF CARLSBAD OWG. Na 40fJ-1A. LEGAL OESCH/PT/ON LOT 20 CF CARLSBAD TRACT Na fJ8-10, CARLSBAD RACEWA r, IN l1IE CITY CF CARLSBAD , COUNTY CF SAN 0/ECO. STA Tt CF CAUFORNIA, ACCORDING TO MAP 711{R£(F NO. 1501.J, Fl/£0 IN Tl/( (fllCE OF THE COUNTY RECORDER OF SAN 0/£()() COUNTY, MAY .J, 2005 AS Fil£ NQ. 2005-0371022 OF (fllC/AL RECORDS. HtFERENCES (j) H'tVFKK.OGY AN!) H'/DHA/Jl/CS BY OVAY CONSIA.TANTS, INC. OATED SEPTENBER, 2005. @ STORM WAT& IIANAGEIICNT Pl.AN BY OVAY CONS/H.TANTS, INC., DATED SEPTENBEN, 2005. @ STORA/ WAT& POll.UTION PR£'.£Nl!ON Pl.AN BY OVAY CONS/H.TANTS, INC. OATED ,AJN£ J4 2005 @ G£0TECHNICAL H£PORT BY G£XQ,',! INC. OA TED AUfJIJST 17, 2001 ,k MARCIi 7, 2005 REFERENCE Pl.ANS CITY CF CARLSBAD ORAl+fNG N0.11 40fJ-I, 40fJ-1A CITY OF OCEANSIDE HIGHWAY. PACIFIC OCEAN "¥7 I i e1~=• SITE ~~~L~~l~~~--;::-BUS/NESS PARK DR. CITY Of' ENCINITAS VICINITY MAP NO SCALE OF MARCOS EARTHWORK QUANTITIES CUT: T. 121 IVS fTll.: T,JT{) IVS 11./PCWT: 1fJO IVS. REME!JIAL: -0- NOTES: 1. lH£S£ Ql/ANlll1£S ARE FOR BONO/NG PURPOSES ONLY. MAINTENANCE FREQUENCY ANO ASS/JAi£ NO SHRINKAGE. CONT!?ACTOR TO VERIFY TO HIS SAT!SFACTION. 2. CONTRACTOR SHAll. SVBAIIT AND REC£!'.£ r4f'PROVAL FROM CITY FOH HAUL ROUTES PRIOR TO HAIJIJNfJ DINT OR CONSlR//Cl/ON MATERIALS TO OH FROAI THE SITE. rl BENCHMARK: SOILS £NGIN££H'S CERTIFICATE ' W!..IAIZ t1() C-' f'IW A REGISTERED Cl',f. CNGINE£11 IN TH( STA TE CF CAIFORN/A, PRINCIPAIJ.Y DOING 91/SINESS IN TH( FlElO CF APPllED SOI£ MECHANICS, HEREBY CERllFY THAT A SAIIPUNfJ AN!) ST/JOY CF THE SOI£ CONO/TIONS PRCVAIENT l+fTHIN THIS STE WAS AJA/£ BY G£OCON INCORPORATED BCTYHN TH( 0A TES OF FElJRI/ARY 2005 ANO NOJ.E!.IBER 2005. I HA',£ RflfE'IEIJ TH( Sat.S REPORT AN!) AGREE l'lllH THE CONa.U510NS AN!) RECO/,/MENOATIONS PCR MY I.ETTEN DATED JANUARY 10, 2006. 1IIO C(pf(S OF TH( SOl£S R(P(JRT COIIPll£lJ fRO/,/ l1!. STI/Or, 111TH RECOAIMENOATIONS,, AN!) IIY I.ETTEN HAS BEEN SUBNITTED Tr) Ofli'Gl10F TH( ~ SICNED: R.C.C. NO.: __ ~?_-,~Z_I_-, _____ _ OAT£.• ~--zz-t>ti, /.ICENSE EXPIHAT!ON OAT£: _J OECI.AHATION OF RESPONSIBLE CHARGE I HEREBY OEa.ARE THAT I Ml THE CNCINE£11 OF IIOO( FOil THIS PRO.ECT; THAT I HA'.C (XERCJSED HESPONSl8l( CHARGE OVEH TH( OESICN ON TH£ PRO,£CT AS lJEFlNED IN !£CT/ON 6703 CF TH( 9IJSNESS AN!) PRrFESSONS COO£ AN!) THAT TH£ OESICN IS CONSISTcNT 111TH CURRENT STANOAROS I UNOERSTAN[J THAT TH£ CHECK CF PRO.ECT ORAHfN/lS ANO SPEC/FICAT!ONS BY TH( CITY CF CARLSBAD fJOES NOT REl.l(',C Al£, AS ENCINEE/1 OF HO'il'I; CF AIY RESPONS1811.1l1£S FOR PRO.ECT DESIGN. O'OAY CONSIA.TANTS, INC. 2710 LMR A ',£N{J( HEST; S/Jllt 100 CARLSBAD, CAIJFCY?NIA 92010 Ess1 -(160~00-t,., .,--OAT£.· NO. 60223 ~ EXP. s/~o/oa ~ KBTH W. HANSEN R.C.C. NO. 6022.J EXP. 06/30/06 OWNER'S CEHT/flCATE * ~ CIVIi. ~~ OF CA\.I~ I (WE) H£RE8Y CERllfY THAT A REGISTERED S0/1.S CNGINE£11 OH CEOLOC/ST HAS BEEN OR IW/1. 8£ RETAINED Tr) SI/PEIMSE OVEH-AIJ. V ANO Al/115£ ON TH( COAIPACTION ANO STABf/JTY CF /-,,-(':-r __ Ji:A( .. PAUL IIAl?SHALL SR. WCl' PR£SUJENT OA Tt OWNER OP/IS /'EST CORPORAT!Cn',! A MINNESOTA CORPORAllON -l350 lA Jal.A WACE ORI',£', S/JITE 110 SAN MG4 CA 92121 PHONE: (8fj8) 546-4100 DEVELOPER OPUS HEST CORP. ~350 lA JOI.LA IN.LA 6£ ORI',£ S/JITE 1111 f. C4RlS8AD AI/JNICIPAL COO£ 2. STANOARfJS FOR OESIGN ti CONS7RIJCTION CF PIJBUC HQRl(.5' IIIPROl1Jl(f{lS IN TH£ CITY CF CARLSB4D. .I THIS SB CF Pf.ANS. -1. RfSOL/JTION NO& 502-1 THI/OIJCH 5030 OATED XTOBEH 17, 2001 AND TH( CONO/l/ONS CF Aff'ROV,41. FOR PIP (}5-07 /Jl,TED J4NUARY TO. 2006. 5: TH( STANCW?I) SPECIFIC4TlONS FOR PIJBUC WORKS CONSTR//Cl!ON {GREEN BOOJ<l 6. SOILS REPOR15 AN!) RECOAlll£NIJ4TIONS BJ;,O WP OATED AiJCOST 17, 200-I ,k A/ARCH .!t. 2005 7. TH( S4N 0/EfXJ REfJION'i. STANlHRD ~ ,w-1 110/JlflED BY TH( CITY OF C4RlS8AD SlirlOARDS 8. 0MRONMENTAL Aff'ROV,41. OOCVMENTS OATED XTOBEH 17. 2001, RES. NO 5031 fJ. STORIIWATER POLL/JTION PRfYENllON PlAN (SWPPP) BY O~Y CONS/Jf.TANTS OATED JVNC 30, 2005, WOii} NO. qsH~401rr_. NOT£· QUANTITIES ARE FOR BONOING PURPOSES ONLY. ACTVAl QUANTITIES At4Y 11,4/i'Y. LEGEND 0£S CRIPT/ON STD. OWC. (SIJRSO} SYAIBOl SUBOMSION BOUNDARY. • • • • • • • • • • • • • • • • • • • • • • • ------- LOT lJNES •••••••••••••••••••••••••••••• ------ EXIS·nl.V' /Vll.n"nll'fl •• -~-----.~ 180 ----U1"1 ovmvv, • • ••••••••• • • • • • , • • • • • • • • • ·~ " CONTOURS F£H owe 409-tA ••••••••••••••••••••• ---JBO- PROPOSED CONTOIJR. • • • • . • • . • • • • • • • • • • • • • • . • ----JBO-.__ Ql,'/'/JCHT UN£ ••••••••••••••••••••••••••••• ..i. -_._ - cur/ fll.L UN£. • • • • • • • • • • • • • • • • • • • • • • • • • • -// f // - EX/Sl/NG SPOT EIEVAllON. • • • • • • • • • • • • • • • • • • • • • • {380.0) FC • EX/Sl/NG flOWfJNE ET.EVAllON. • • • • • • • • • • • • • • • • • • • • 0 {380.0) fl SLOPfS PCR DWC .JfJfJ-'IA •••••••••••••••••••••• --r-------.r-·· __ ...{. '--·----'-'---- cur OR fll.L SLOPE UNES. • •• • • • • • • • • • • • • • • • • • • ~ ~2:1 l,IA)(. PAV/NfJ (#" Al;/6" AB -MIN). • • • • • • • • • • • • • • • • • • • CONCRE!FPA'.fJl(NC • ---• --•• --• -• ----•••••• I'.·, . " .. '• ~::] CURB. • • • • • • • • • • • • • • • • • • • • G-6 •. . .... ~------ P.C.C. 6" C/JR8 ti Cl/TIER. • • • • • • • • • • 0-2. • ••••• ~====== P.C.C. Sl)£WALK {PCR ARCHITECT Pf.AN) ••. 0-7 ••••••••• j.•j .. j.'j..j.,i•l-·l"+ Vl··i·I Wi3/lf.lfu. Cfl:fjf5TRIAN.RMIP ••••• _r;-.11 •••••••• .r1·r+ l•J,ij'•f·!· t·•'., CONCRETE SWALE. • • • • • • • • • • • • • • 0-IJ •••••• ~,,,,, ,,,., •.•:•• TOP CF CURB EIEVAllONS ••••••••••••••••••••••• flOWfJNEE/.£VATION •••••••••••••••••••••••••• f!NISH SI/RFACE SPOT E/.£VATIONS • • • • • • • • • • • • • • • • • 0 J80.0 n:: 380.0 R. 0 0 380.0 fS 380.0 n; 0 RN/SH CHAO£ SPOT El.EVATIONS • • • • • • • • • • • • • • • • • • • E'ARTH SWA/£. • • • • • • • • • • • • • • • • • • • • • • • • • • • • --EXIST. STORM ORAIN • • • • • • • • • • • • • .0:-60. • • • • • • • =S= = EXIST. TYP( :4' ClEANOlff. • • • • • • • • • 0-a-fJ. • • • • • • • • @l EXIST. TYP( r CATCH BASIN. • • • • • • • • lh-7. • • • • • • • • l8J - f2" PVC STORM 01/A/N • • •••••. 0.60. • • • ••••• = = = ~O= 8"PVCSTORMORAIN. •••••••••••••••••••••••• --so---- #" PVC STOR/,1 ORAIN. • • • • • • • • • • • • • • • • • • • • • • • • --SO---- 3"PVCSTrJRl,IORAIN. •••••••••••••••••••••••• --SO---- PROPOSED TYPE '8' CVHB /NI.ET. • • • • • • D:-2. • • • • • • • • 1£1 f2"K12" PR!YA!t CATCH 8AS/N. • • • • • • • • • • • • • • • • • El 18"i<18" PRIVA!t CATr:H8AS/N W/!RAFFIC OR PARKWAY CRA!t. • • • • §I (AS SP£ClflEJ) ON Pl.AN) ::1::1,, fl;~~~). . . . . . . . . . . . 7 7 7 7 7 J J :t AS l,IOOlf/E/} BY CITY CF CARl.S8AO STANOARIJS fiJH Pl/81../C /IIPRO',fl/£MS :t:t PVC PIP£ Tr) El£ SOR-35 ON APPRO',€/J EQUAL QUANTITY 18,256 SF 830 SF BJ:J LF 15fJ LF 1546 LF # £A 675 SF 515 LF 225 LF !JI LF 20 LF 28 IF .. f EA 1 EA 2 EA ©2006 O'Day Consultants, Inc. DESIGNED BY: A. V.L DATE: MAR 2006 '2121 SA~O/ECO. 9. A 8, 546-4100 ~9-0fESSrs ~ :'< '/1, lf4,t ~ /:? t, C~~TS DRAWN BY: B.O'D •• G.E.C. SCALE: AS SHOv.tl ,.. ~,,,_, B'f. . . W££H/l4NO SUHVEYQN CIVIL ENG!. TS, INC. OVAY CONSlllTAN 2711) LMR A '.£N/J£ G:4/i!SBAa CA. 92' {760) f}Jf-7700 HEST; SIJITE 100 t)({) PROJECT MGR,• K.H. JOB N0.:05-1130 "' -;; NO, 60223 ~ 'i\i EXP, &/30/Da 'V 2710 Loker Aven1Je West Civll En~ineering ENGINEER OF WORK: * * Suite 100 Plonnlni; £':/IA,-:').i~ Cl V I\. ff,.~ ... Curlsbud, Culifomia 92010 Processing DATE: 'l/4/~ 760-931-7700 Surveying OF CA\.l~cy fox: 760-931-B680 www.odoycon8ultonta.com KSTlf w. HANSEN RCE: 60223 P~~EPARTMENT APPROVAL "AS BUILT" u ./4 . ·---ilftf& DATB:Sj8 jX ,j (SIGNID) 7 r , Do N£u, t!Ssttt?'Wll'WNIII m.'111 RCE~0ZZ3 EXP. ~/-l'.'7/4,d DATE -4--=7>z ,;J DATIi: f/8 /of., ~ED B1//~ (SIGNID) 'h .. h . ~K. RICDllllENDED BY: ----r>,._M ~~e.\,,J . IPRIIIT N!JRJ PECTOR " ATE I SH,ET I CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT PNfC/SC flNAO/NfJ AND (ROS/ON CONTROi. PUNS FOR: OPUS POINT AS NEEOEO AIONTHl Y 0/IRING TH( DESCRIPTION: STANDARD STREET stJR',CY MONUMif.lT LOT 20 RAINY SEASON AN!) AFTER AIAJ0/1 STORVS LOCAllON: APPROX. 1400 FEETfSOUTH OF PALOMAR AIRPORT ROAD ON NTERLINE OF (I. CAMINO RCAL RECORD FROM: NORTH COUNTY ',£Rl/CAL CON!Ra. DATA R-1800 308+76 ELEVATION: 2fJ7.25 M.S.L DATUM: NCvD 192fJ ,/2e.lo1 /1\ A,-L .. ; [t.,. IJIITE INITIAL ENGINEER OF WORK t\051130\0530GGD1.dwg Mar 20. 20011 l:2Jpm Xre&: 053b\'!c; OS~IICG REVISION DESCRIPTION APPROVED: GLENN THOMAS PRUIM dY &~ .. ~ ~~-"' .S-/tfi4-PE 51274 ~:"°"09-30---:_ CITY ENGINEER ATE OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: ,; PIP 05-07 4J5--IA Ji' i I I OT ::1-::1 .;...J ..:....,v I I \ LOT 4 \ I I I I / I I t 12.6' I I I I I 8' ..... ----- 1 or ;::;1 I LOT 5 Lo ?o , L II .,,,L/ KEY MAP SCAlf: 1 " = 1()0' C//li'8 OPENING IN C//li'8 FACE I ~ I ""' , 2:1 U4K. EXISTTNG SLOPE PER owr; ./Q9-1A SEE SOli'SO NO. FfY? SECT/a,/ A .t NO. 'c-J2' CENERAL NO T=1.5' ;:-, I J16.05 fl I _ ___J_5['.__, .:::::::r,.-; BACK/NC llfTH f.. J/16" Qi'A Ill Fll. TER RIP RAP PAO O0£TAIL 81.ANKU PER SOli'SIJ 0-,/0 2' NOT TO SCALE BACK CF C//li'8 FACE CF 6" TYPE 1.' CVli'B .t GUTTER 15" l,la,{a.JTH/C 15• /Cf/RB 4' MIN. ' . ... . ., . . . -. . . . . -~ . . ... • • . . . , : . .' . CCWCR£7E S/[)£1f'Al/( ·. A ··: , ' .-.. (ltfOTH PER Pl.ANS ·: '. ' • . . . . N,I' MIN.) I I _ _L_J,..:...=.=ltttf-,:' • •· · · I-+ . . ·~ :• -~. --. .:. . -· ... 12" llfOE 80/i'DER If'/ 1/4" C//001£.S" APPROX. J/-1" ac INSTALL RAMP If'/ PLAN YIEW HE.A yy EJROal "RJPP!E" T£XT1M FINISH TRANS'rf:RSE TO AXIS CF li'AMP {SHALL CONTRAST WSIJALL Y If/ AO.DNINC S/Jli'FACES} MO{){flEQ TYPE Zl' ADA RAJIP W/ MONOLITHIC CUHBS NOT TrJ SCALE ~ioFESSts c9,~;2,,, J>~~ll-~~ .,, -ci NO. 60223 if; '.;t EXP. 1/30/0t. !;; * * 2710 Loker Avenue West Civil Engineering ~1° (:IV\\.~,._ Suite 100 Ptonning Carlsbad, ColifOf"nia 92010 Processing OF C,1.LI 760-931-7700 Surveying Fax: 760-931-8680 www.odoyconsultonts.com J ----\ LOT 1{) 7 1 I LOT 17 O' 25' µ too· li'/Wt---+:------c;;;,.----------'1."'-'2_' _________ ..:ali'/W 10' 26' q_ 26' 1.5' 5.5' ~,, -,v,,,-f' ~~-';:J----W ~~2%~~~~t 2~~~~~~~~~2~~~~~C,.----ijl--~-/ r' ~ ~ 7 0.5' (TYP.)~ PARKINC , EXIST. 15• P.C.C. EXIST. 4" P.C.C. aJRB &, CUTTER SIDEWALK EXIST. A.C. Pl/MT. 01/tR AGGREGATE BASE PER DWC. ,/09-1 EXISUNC LJONSHEAQ Art Pf/BllC NO SCALE 61' PARK/NC 1 , \ L01 1B 50' 200· (T'IP.) (T'IP.) 2' OVERHANG EXISTING Gli'OlJNO LOT 7 sH££TtNh£x SHEET NO. OESC/i/PnDN 1 2 J ,/ 5 NOTES .t YICINllY JIN' KEY "4P, TYPICAL SECTTONS, .t DETAILS GRAOING PLAN EROSION CONTROL NOTES EROSION CONTRa. PLAN ~-_.,EXIST/NC RIM -_.:l.16.5_ -. ,-rr' ...--.--r. LOT B SCAlf: 1· = 100· 6. T'rP£ 'G-21 C//li'8 .t GUTTER EXIST1NG GIK)(JNO 7 i-,lO' ~ SWALE ~ I SEE DETAIL 1.6X 6" TYPE 'r;...1• C:-H-a5' {T'IP.) C//li'8 -I" A.C PA',9f£NT O'fU? 6" A.O. (1,/IN.} CW AS li'£COMll£NO£l) BY sat.s tNCINEER. 25• 1,6X SECTION B-B NO SCALE 2X - 6• TYPE 'G-1' C//li'8 -1• A.C PA',9f£J/T O'fU? 6" A.O. fAIIN.) CW AS li'£crMIENIJ£I) BY sat.S £NC/NEER. SECTION C-C NO SCALE .,----, EXIST/NC RIM = _.:l.16.5 __ -,-INSTAll NEW T>ff 21' C//li'8 I 1 -------7 I ~~ ~ :81) LOT 21 EMl..0/NG WALL FF. E1£Y. = Jl,/, RN/SH I 1 _T>ff _;c'_ ---7 I I INLET I 315.9 RIM RN/SH I I I I PER SOli'SO owr; NO's 0-2. D-11A .t 0-118 Gli'AOE: __i-~- S41f' CtlT .t REMOVE TOP SEr:TlON • ., 314.5 fl INSTALL REBAli' llfTH SIIIPSa'{'s --nl¾=-==EPOXY-TIE SET AIJHESIVE CW £QI/Al -ANCHCWS SHALL 8£ INSTAl.1£D PER I M I I MANIIFACTIJli'ER's INSll?f/CTKNS. (T'IP.) ...L,.L -1..J_ IT ...---._ TT I 1-=u 1 \II I I I \ I I /JRII.J. TO DEPTH OF 12-0IWETERS OF li'£Q/Jlli'EO RfBAli' PER HOli'IZONTAl li'EINFDli'CINC SCHEO/Jl£ SHOWN IN SOli'SO owr; NO. 0-118 I I \ I I I I 171 --~ I li'£MOl/£ EXIST. 18" HOPE I L _ _ _ _ . _ J'i--CRO/JT EXIST/NC INLET L _ _ _ _ _ _ J AROi/NO PfrOPOS£ 12" M PIP£ EX/STINC BOX~64.0 12• Fl 364.5 EX /8' fl TO li'DIAIN Gli'AOEE' _Ji..-- 315.01 fl RN/SH GRADE '-= INSTALL REBAli' llfTH SlMPStW's EPOXY-TIE SET AIJHESIVE fY? £QI/Al 1-:1-----ANCHCWS SHALL 8£ INSTAl.1£D PER I r I I 1,/ANI/FACTIJli'ER's INSll?f/CTKNS. (T'IP.) ...L,.L -1..J_ L=•770N IT l'T RfBAli' INSTAl.1£D O DEPTH CF ..,..,, .1 J-' r-r --12-0IAMETERS OF li'£Q/J/li'E1) OF S4lf'CIJT --I I I I RfBAli' PER SOli'SO owr; 0-118 I l I I __ _j_j "-r-- 1 L -------J 1---._ EXISTlNC INLET/OUll.ET EXISTlNC BOX ~--------J PIPES TO li'£MAIN 1' ,. 5,J' 2' OVERHANG;----, (llfTH 18' PARKINC) PARK/NC 15'-18' (T'IP.) 6" TYPE 'c-1' 7 j-a5' {T'IP.) CIJli'8 YAli'l£S 55'-61' £llil't,f'WAY 25' f PARK/NC 15'-18' (T'IP.) 2'0VERHANC (llfTH 18' PARKINC) -I" A.C PAYEJIENT O'tER 6" A.O. (/,/IN.) fY? AS li'£C(Mll£NO£l) BY sat.s E}IC/NEER. TYPICAL P8/VAT£ DRIVEWAY EXISllNC SLOPE PER owr; ./Q9-1A NO SCALE i 10' MIN rtPE t' C//li'B .t CUTTER 'IN?!£S t:t-5X ----,...1...::-~ ASPHALT 2.·1 U4K. PARK/NC AR£4 I YAR/£5; 6" 11/N. 2:1 U4K. (TYP.) SLOPE li'OIJNl¥NC PER CS-f-1 TYPICAL GRASS-LINED SWALE 0 BACK OF LOT NOT TO SCA/.£ 3• I SECTION E-E [ .. -· • ;• t· a . ;, • . 1 ]1• .• 4 .· . . .. :. .. • ~ _. •. _ .. : .. 1 .· 560-C-J250 CONCRETE ___ _, NOT TrJ SCALE ff. DETAIL -CONCHETE str~tf NOT TO SCALE f-5•+5,5• 1ar _..,___ 5• --u.- J,,>4' LOT 20 Bt/lllJINC WALL J' SECTION A-A NOT TO SCALE NO TIIANSITlON NECESSARY ti (=JMY I' Cl/li'B FF. E1£Y. • 318.5 S/ODfA/J(- Bt/1/.0/NC , ... ...._ JIIAl1. RN/SH fl()(Y? 1' MIN. SECTION 0-0 NOT TrJ SCALE NOTE!! EIEC'!RCWIC OATA FILES ARE FOR REFERENCE a;L r ANO ARE NOT TO BE USED FOR Hooza;TAL OR ',fRTlCAL SURVEY C(NTR(l TYPE t' INLET I NORTH SID£ TYPE '8' CURB INLET I £AST SID£ DETAIL CUHB 7}('£NINC FINISH Sllli'FACE DETAIL i1 ~-ADJUST EXIST. TYPE i1' G1fANOIJT NOT TrJ SCALE NOT TrJ SCALE 1 s2ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT PR£C/S£ GIWJING ANO EROSION CONTHOt. PLANS FDH: "AS-BUILT " BENCHMARK: DESIGNED BY: A. V.L DATE: MAR 2006 ~/ DRAWN BY: EIO'D., G.E.C. SCALE: AS SHOWN 11/4),7 DESCRIPTION: STANDARD STREET SURVEY MONUMENT PROJECT MGR.· K.H, JOB N0.:0}-11JO / 7~ LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR P.E . .;02::1.3 EXP . t. L3D LoB DATE AIRPCWT li'OAO ON CENTERUNE OF / 7 ENGINEER Of WORK: EL CAMINO REAL ~£ lf1/4 r RECORD FROM: NORTH COUNTY VERTTCAL CONTROt. DA TA DATE: f~ R-1800 308+16 lHW.HANSEN RCE: 60223 c!ATE ELEVATION: 291.25 M.S.L DATU M: NCW 1929 OPUS POINT LOT 20 APPROVED: GLENN THOMAS PRUIM q,-__,,, ---,,,,,,,,;, . --. --s Lfl/<><- PE 51274 EXP:"M-30-07 -✓ CITY ENGINEER 7 i3ATE J>h6 l01 /1\ A,_l. i It, DWN BY: PROJECT NO. DRAWING NO. D~TE INITIAL DATE INlTIAL DATE INITIAL CHKD BY:~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PIP 05-07 '35-,1,4 I;\051130\05XlCQ.l2d,rq /lt,pr 19, 2006 J;JJpm Xrffl: ~JOCC: ~; 05JOOCRO; ~; CIOJCIX1W; ~GRO; 05J07UTl; 97~SlR; 517~AMAP 051706 0¼0B0B 0 :E I\) G') O,i::. 'Tl w (J1 '{I .i::. )> L __ - ---- \ MJTEJt All EXIST. POl'O P<X£S WTHIN GRAOING AREA TO 8E REMOV£0 NOTfJI B£CTRONIC OA TA FILES ARE FON REFERENCE ON£ Y ANO AR£ NOT TO 8E ()S£0 FON HORIZONTAL OH VE:RllCAl SVRV£Y CONTROi.. ... • • • • • • Ess, tf -i 6/30/01 CV\\. o, ().I.I~ / / / ,.,, .. / / / / -;)-! .,_..,J / 377.f. F(J Jl/J.5 BROOKS C.8. 1818 w, Sa.to COVER 76.5 RIii 371. -IJ IN (127 371.f.1 0//T (127 (J74.5 FG) J75.0ffl J75.2 ro Jll.5 FC BROOKS C.8. '1/(1.1818. W, 'ARKWAY Cl/A lE" 371.0 TG 372. 6 IN (121 372.3 0//T (f2J 371.9 'GB (318.3 FC. 1£GETATEO SWALE----tl ti I X AflN (TrP.) / / J','! / Fl BROOKS C.8. 'No. fate. 378.15 FG / c~~rs DESIGNED BY: A.V.L DRAWN BY: BO'D. G.E.C. PROJECT lilGR.; K.11. 2710 Loker Avenue Weat Civil En'ilineerin'il ENGINEER Of" W7 Suite 100 Planning 1/, Corlsbod. CoUfornio 92010 Processing 760-9.31-7700 Su~ying ~-'"7"• Fo,i:: 760-931-8680 www .odoyconsultonts.com W. HANSEN • -\ . ' 376.2 FG / i r, IIIOf.ilif/J.8 Mf''f '!1l__ - ,,/--(5 [OTAJ. THIS LOT-T'/P.) ' ·---···-· 1/ 316.55 TC . \. 376.05 fl 6/?ASS,-/JN£fJ SWALE ti 1~ /,{IN (TYP.) 376.17 EP 317. FC 377.0 Fi ,I Hl~J-'fl 78.0 FG 78.0 FG NBJ'O '0l'W 95.01' :J. RI. 8( REJ/()1£1) 78.5 FS 378.5 FS --·--~ 5' wot.A.0 • .4.RAMP PER. 0£T-'!( SHEET 2 5' W!JC A.O.A. l?ANP PER 0£TAIL SHEET 2 --, LOT 20 /'. \ '-,/··, \, "===aftf! lll---c-c--c----------------,"-· -'-'---~·I' , FF=J78. 5.11 · !-------'Ffl 377.5 FG PAD=Jll,/7 ! , I f : I / I / 8' lll!JC A.O.A. liAMP_ffR-, ' ' OETA/1. SHEET 2 , , L-. // 378.3 1 · NO TE: ~EJ/JH.0/Nfl Pf.ANS FOR CON'rc~ TrJ R()(fl}RAfNS. ·I -------------_, ---------------------------- / p MEZZANINE / ,,--377.0 IE ti WALL--... fe;J~'78.[;;2;;;..,FS~==;,,.Ji~37c;;;c!;;;;.5=;FS~ 378.5 FS ~ . ~ ~ Fi-'E'-'1--'--'-'·-~-,· . • J-78..15 . • • .._ 378.35 FS ;< ----378.I FlAIP , +- s "AS-BUILT ,, DATE: MAR 200II ui SCALE: 1' " 20' 11/zt/47 JOB N0.:05-1130 1 ~ . P.E. ,02i 3 EXP. ~bo Lod DATE 7 7 R;J;;~ DATE: f.a,/~ ¢07r RCE: 60223 !~SPECTOR ATE 376.95 TC 376."5 376.57 3792 FG 311.3 ! \ -----~ ----~---- IEJ8'.:".l.:::5:::Fi::::Gc-·-:~·::::::.---~ _ ~ ,//~~~ -----~ _...----:: . ~ :¾-=c=~~ ,· -----.\' . -----. ~~b,;::i'~oootl~*~~~ ,-' I ~l's 1a, / ···-. r I' Ii ' I I 1 I I I 382.0 FG ., •. ''"" . ·/)" .,,. 382.5 FG 383.0 FG Pl?OPOSEO 20' 1110£ PIJfl./C /Jlll.lTY £4~F PRrPOSEO 8" PVC WATER UN£ (SEE D/lf: NO:-· 435--4) \ \ \ O' 5' 20' ---10 SCIJ..E: 1 • = 20' ~ 4 8 9 16 17 18 23 24- 25 17 10 - - - - 40' l:!J!fENTS OF RECORD 1 SEJENTS PfR PR£W/NARY llllE IIOJ()NT BY C1IICAfJO llllE CXW'ANY, NO. 5.101075I-IJ1-t DA TED NO'.ENIEII 14 2005 EASEMENTS / ENCUMBRANCES: ·Ni.( PIJRPOS£ R£FER£NCE / D4TE OISPOSITION tt& ROAD /IAINTENANCE ACl/£E/IENT F /ff 78-076066 aH. REC. FEB. 27, 1978 TO HDIAIN TERIIS, ~0/llONS tt/2\ REC/P/lOCAJ. £4!DIENT ACl/£E/IENT 1/N 200.1-0101717 a11., t?Ec. .!JN£ 1-t 20fJJ • • t/3\ RECIPHOCAL EASDIENT ACIIEEN[NT F/ff 200.J-088189.1 aH. /?EC. JU.Y 2i 200J • • ·& ABilTTEH'S l?IGHTS (F Acr:ESS PER CA/?I.S8AIJ er 98-10. MAP Na 150rJ • • l?EIJNQIJISHEIJ (SEE L£(EJ{{J) ·& SIGHT DISTANCE CORRI/JON PER CA/?I.S8AIJ er 98-14 IIAP Na 150rJ • • •£ SIGHT DISTANCE Wl?IIXJR RECITAL PER CA/?I.SBAO er 911-10. A/AP NO. 15013 • • t/A COl£NANTS, ~0/~S ANO F /N 2005--091710f. aH. /?EC. OCT. 2-41 20(}! • • /?ESTR/CllONS/GIWIT lJEEI) LOTS ~ 6 .t 18-25 t£ COl£NANTS, ~/)/l10NS ANO F /N 2005-0958611 aH. REC. NOV. -t 20(}:, • • /?ES!RfCllONS t£. SIGH A/iE4~ Sll?fU LAWSCAPINC F /N 2005-9586fl aR., /?EC. NOV. .t 2005 A/?£4S INSPECllON ANO ENromI-• • A/ENT ANO Rr-£NTRY •A~ Pl?IVA lE 0/?AINAfE £A!DIENT PER CA/?I.SBAO CT 98-10. MAP NO. 15013 • • t,11. NOllCE (F /?ES!RfCllON ON REAL PllOP0?TY F /N 200f.-Of098!Jf. O.H. /?EC. FEB. ff, 2001 • • ·& 36' ABilTTEH'S RIGHTS-rT-Acr:ESS Pl?IOH TO Cl/AD/NC ff:Rf,//T P/?OPOSEO l?E/JNQIJISHED ms1. •••. ;;.~or.-~, 1-1 "'"' I ·A Q/J/7r:UI/I JO' ABIJTTEH'S l?IGHTS-rT-Acr:ESS • • • • l?E/JNQIJISEO ·A SIGHT 0/STANCC COl?l?IOON • • • • •£ pl?(p()S£0 20' PIJBUC WA TmlJNE ,,g.,-." ,10. • zooC.-049C.'f 15 • • EASDfENT lrJ CAlltD • SHOIIN HEREON. t NOTE: EXACT LOCAllON CANNOT 8£ PLOTTED. tt NOlE: EASDl£NT [l(£S NOT AFFECT ANY PORllON rT lHIS LOT. TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTllY TC-30 1£~TEO SWALE 2001.F AIP-52 f.Jl?AIN INfLRT 1 EA PRIVATE STORM DRAIN DATA @ DELTA/BEARING RADIUS LENGlH SLOPE REMARKS I N 80'32~1• W !J0.!18' f.lX 8"Pvr: 2 N 0!1'26~-E 75.00" f.lX n• PIK! J N 0!1'26'.14" E 85.f/5' ,.ox r9• DII' 4 N lf¥J11., E 60.51' TO.IX n•pyr: 5 N O!l'28'o7" E 12.66' 2.1.f~ 4"£:&.. 6 N 0!1'28 'Or E i.66" 22.6X 4• PIK! STOl?/1 0/WN SHALL 8( SIJH-35 OH APP/?01£/J EQIJAI. NOTE: TH£ flNISH FLOOR tZEVA TIONS SHOIIN ON THESE Pf.ANS Hfl.l. DICTA lE" TH£ PAI} ELEVATIONS BASED ~ Bll/LO/NC FLOOR THICKNESS PER SOILS /?EPONT. fsHtIT1 CITY OF CARLSBAD I SHEETS I l-----it----+-----------------11----+---+---+---i ~ ENGINEERING DEPARTMENT 5 1-----it----+-----------------it----+---+---+----t BENCHMARK: DESCRIPTION: STANDARD STREET SUR'IEY MONUMENT LOCATION: APPl?OX. f,10() FEET SOI/TH OF PALOMAR AIRPORT /?OAIJ ON CENTERtJNE OF El CAMINO /?EAL RECORD FROM: NOl?TH COUNTY 'IERTICAL CONTROi. DA TA R-1800 308+78 ELEVATION: 2117.25 M.S.L DATUM: NGVD 1929 DAE INIWJ. ENGINEER OF WORK REVISION DESCRIPTION 1:\051130\0530CGOJ.dw; Ai, 79, 2()06 3:34pm Xref'I: 05307Ull.; 97JSAGR0; 05JOOO; 9735ASTR; O~lkgrd; 0530CMAP; 0530CUTI..; 053DCPA\I; 97J5At.lAP; 9735AUll DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISC GRADING AND £ROS/OH CONTROi. PL4NS FOR: OPUS POINT LOT 20 ~OVED: GLENN THOMAS PRUIM <.1 )" ,.,.& .. -ce ..-z .v.e--':;1'c ·..t r/Y/c..n PE 51274 EXP: lfi9-J0--07 CITY ENGINEER ' CATE DWN BY: PROJECT NO. DRAWING NO ~t~g ~~'.~ L.,__Pi_1P_0._15_-_Q._7_..,,__4J._-_'5_-_.fA__, f )' ' ., ., l ' ' " l l i , ' rt ~ i C j ' 1 ) EROSION CONTROL NOTES f. IN CASE" £MEJ?Gf:NCY WORK IS R£QUIR£0, CONTACT ElAM WALSHE , AT (949) 622-2174 2. £QUIPM£NT AND WORKERS FOR £M£RGE:NCY WORK SHAU.. BE MADE AVA!LABLE' AT ALL TIMES DUR/NI) THI! RAINY SEASON. ALL N£C£SSARY MATERIALS SHALL BE STOCKPll.£D ON SITE AT CONV£Nl£NT LOCATIONS TO FACILJTA TE RAPID CONSffiUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. D£V/C£S SHOWN ON Pl.ANS SHAU.. NOT B£ MOVED OR MODIR£/J WITHOUT THE APPROVAL OF THE £NGIN££RJN() INSPECTOR. -4. THI! CONTRACTOR SHALL RESTORE ALL £ROS/ON CONTROL D£V/C£S TO WORKING ORDER TO THI! SATISFACTION OF THI! CITY ENGJN££R AFT£R EACH RUN-OFF PRODUCING RAINFALL /J. THI! CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL MEASURES AS MAY BE R£QUIR£D BY TH! CITY £NGIN££R DUI! TO UNCOMPL£T£D GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE". II. TH! CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE N£C£SSARY PRECAUTIONS TO PREVcNT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER TH! APPROVED GRADING PUW SHAU.. B! INCORPORATED H£R£0N. 8. GRADED AREAS AROUND THE PROJECT Pf:RIM£T£R MUST DRAIN AWAY FROM THE FACE OF SLOP/! AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE" PROTECTIVE: DEVICES SHOWN SHALL Bf" IN Pl.ACE AT n-11! £NO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABH.JTY FORECAST D<CffDS FORTY PF:RCF:NT ( 40%}. SH..T ANO 01H£R DEBRIS SHALL B£ R£MOV£0 AFTER EA.CH RAINFALL 10. ALL GRAVEL BAGS SHALL Bf" BURI.AP TYPE: WITH .3'/4 INCH MINIMUM AGGREGATE 11. SHOULD GERMINATION OF HYDROS££0£D SLOPES FAIL TO PROVIDE £FF£CTl\lf: COVERAGE OF GRADED SLOPES {90,r COV£RAGE1 PRIOR TO NOVEMBER 7 /J, THE SLOPES SHALL BE STABILJZED BY PUNCH STRAW INSfALl.£0 IN ACCORDANCE WITH SECTION J/J.02J OF TH! £ROS/ON ANO SEDIMENT CONTROL HANDBOOK OF THI! DEPARThfF:NT OF CONSF:RVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY £ROS/OH CONTROL Pl.ANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINEO AS REQUIRED IN SECTION 2 I 2 OF THE STANDARD SPEC/RCATIOHS AND THE: FOLLOWING: A. HYDROSEED/NG SHALL B£ APPLJ£D TO: I. ALL SLOPES THAT ARE GRAD£/J 6: I (HORIZONTAL TO \/£RT/CAL) OR STEEPF:R WHEN THEY ARE: a. THRF:I! FEU OR MORE IN HF:IGHT ANO ADJACf:NT TO A PU8LIC WALL OR smm. b. ALL SLOPES 4 FEIT OR MOR! IN H£/GHT. 2. AREAS GRADED ftATT£R THAN 6:1 WHEN ANY OF THE FOLLOWING COND/TIONS EXIST: a. NOT SCHEDULED FOR IMPROV£ME:NTS(CONSTRUCTION OR G£N£RAL 1.ANDSCAPJNGJ Wm-t/H 60 DAYS OF ~GH GRADING. b. IDENTIREO BY 1HE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c, HAVI! ANY SPECIAL CONDITION IDENT/REO BY THE CITY £NGIN££R THAT WARRAN1S IMMEDIATE ffiEAThf£NT. 8. HYDROSITD£D AREAS SHALL BE IRRIGATED IN ACCORDANCE: W/1H 1HE: FOLLOWING CRIT£R/A: c. I. ALL SLOPES THAT ARE GRADEO 6; I OR STEEPER ANO THAT ARE: a. THREE TO EIGHT F£ET IN HEIGHT SHALL B! IRRIGATE{) BY HAND WATERING FRO/I QUICK COUPL£RS/HOSE BIBS OR A CONVENTIONAL SYST£11 OF LOW PRECIPITATION SPRINKL~ HOOS PROVIDING 100,r C0\1£RAGE". b. GREATER THAN 8 F£ET IN HF:IGHT SHALL BE WATEREO BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HOOS PROV/DIN() 100:ir CO~Gf". 2, AREAS SLOPE:D LESS THAN 6: I SHALL BE IRRIGATED AS APPROV£/J BY THE CITY ENGIN£F:R, PRIOR TO HYDROSITOING. TI-IE DEV£LOPE:R SHAU.. SUBMIT A PROPOSE{) SCH£ME TO PROVIDE IRRIGATION TO 1HI! CITY ENG/N££R. THE PROPOS/IL SHALL BE SPECIFIC REGARDING THE: NUMBF:RS, TYPES ANO COSTS OF THE fl£ME:NTS OF 1HE PROPOSE:D SYSTEM. J. IRRIGATION SHALL MAINTAIN 1HE MOISTUR! L.£Va OF THE SOIL AT THE OPT/MUii L.£Va FOR 1HE GROWTH OF 1HE: HYDROSITDE:D GROWTH. HYDROSE:EDING MIX SHALL CONSIST OF ALL OF 1HE FOLLOWING: f. SEED MIX SHALL CONSIST OF NO LESS THAN: 2. a. 20 lbs. PER ACR£ OF ROSE: CLOVER b. 20 lbs. PF:R ACRE OF ZORRO FESCUE a. J lbs. P£R ACRE: OF E SCHOOL CIA CALIFORNICA d. 4 lbs. P£R ACRE OF ACHILLl;A Mll.l.£FOLIA o,. J~s. PER ACRE OF ALYSSU/1 (CARPE:T OF SNOW., f. I 2 lb. P£R ACRI! OF DIMORPHOLECA g. I S c,d,t, ANO f OF THIS SUBSECTION W.Y BE OMITTED OH LOCATIONS WHERE THE ARfA BEIN() HYDR05££DE:D IS NOT VISIBI.E: FROM £/THER A PUB/JC S/R£E/ OR RESIDENTIAL smucTURES. h. /1'£11 a OF 1HIS SUBSECTION MUST BE INOCUI.A TED WITH A N/TROGF:N RX/NG BACTERIA ANO APPI.IE:D DRY EITH(:R BY DRH..LJNG OR BROADCASTING BEFORE: HYOROS££D/NG. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPE:N£0 CONTAINE:RS W/1H THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURI! C£RT/FICATION TAI) ATTACH£/J TO, OR PR/NT£{) ON SAID CONTAINERS. J. NON-PHYT0-10XIC WITTING AGENTS MAY BE: ADDED TO 1HE HYDROS££/) SLURRY AT n-lE DISCRETION OF 1HE CONTRACTOR. TYPE I MULCH APPi.JED AT 1HI! RATE OF NO LESS THAN 2000 lbs. P£R ACRE". TYPE ti MULCH (STRAW) W.Y BE SUBSTIJ1.JT£D, ALL OR PAKr, FOR HYDRAULICALLY APPL!£/} RB£R MATER/AL. WHEN STRAW IS USED IT MUST BE: ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50~ OF 1HE STRAW INTO THE SOIL J. FF:RTILIZER CONSISTING OF AMMONIUM PHOSPHATE SUI.FArr, 1~-20-0, WITH I 5,r SULPHUR APPL/£/J AT 1HE RA TE OF 500 lbs. PER ACRE". D. AREA.S TO Bl! HYDROSITD£0 SHALL BE PREPARE:D PRIOR TO HYDROSITl)/NG BY: e:. 1. ROUGHENING 1HE SURFACI! TO Bl! Pl.ANTED BY ANY OR A COMBINATION OF: a. TRACK WAI.KING SLOPES STEEPER THAN 6: I b. HARROW/NG AREAS 6; I OR ftATTfR THAT ARE: SUFFICIENTLY FRIABLE". c. RIPPING AREAS THAr WILL NOT BREAK UP USING /T£MS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE" FOR Pl.ANTING BY: a. ADJUST/NI) THE: SURFACE: SOH.. MOISTURE: TO PROVIDE A DAMP BUT NOT SATURATED S££/J BED. b. 1HI! ADDITION OF SOIL AMENDMENTS, PH ADJUSTMF:NT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLf' CONDITIONS FOR GROWTH. HYDROS£ED£0 AREAS SHALL B! MAINTAINEO TO PROVIDE A VIGOROUS GROWTH UNTIL THE: PROJECT IS PERMANENTLY LANDSCAPE{) OR, FOR AREAS WHERE: HYDROS££DING IS THE PERMANF:NT LANDSCAPING, UNTIL 1HE PROJECT IS COMPL£T£0 AND ALL BONDS RELEAS£/J, 50'MIN. PU/JLJC RIGHT- OF-WAY • -11 Tf PROFU FILTER F'ABRIC :2" MINUS ROCK D<ISTING GROUND JO'MIN. T STEEL SHAK Pf.AT£S/RUM81.£ RACKS PROVIDE APPROPRIATE: TRANSfTION /JtTWfEN STA/3/LIZ£D CONSTRUCTION £NTRANCE AND PU/JLIC RIGHT--OF- WAY FENCE/BARRIER TO R£STR!CT TRAfF1C 10 THE: CONS7RIJCTION ENTT?ANCE: STABILIZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 I. S£T POSTS AND D<OIVATE: A 4 BY 4 IH (10 BY 10 CM) TRENCH UPSLOPE: F'ROM AND ALONG THE: LJNE: OF POSTS. " ----~ ~~ / ,::.,,,.- . ,, --- ~~mi,' ~,UC: J. ATTACH THE FILTER FABRIC TO THE WIRE: f£NCE: AND £XT£ND IT INTO THE 7RENCII. Z. STAPLE: WIRE: FENCING TO THE: POSTS. 4 IN (10 CM) 4. /JACKFIU AND COMPACT THE: D<ci\VATE:D SOIL - GRAVEL BAGS OV£RI.AP ONTO CURB .. RUNOFF GAP /3f:TW£E:N G\GS ACTS AS SP/l.LWAY J FT (0.9 M) MIN. THREE: I.AYERS OF GRAVEL BAGS WITH ENDS OVE:RWP£D GRAVEL BAGS 9 IN (2J CIA) + 2 FT (0.8 M) ™THEN RIDGE: UNLINED SWALE & BERM " 1/0?l!CAI. SPACING "-"- VAR6 B£T'IEEN 8' TO 10' NOTE: /NST.4ll fl/JEH Ha./. Al.ONG A t£16. CONTOIJR 12• MIN f//JEH '-1,, t- ROl.1S FIBER ROLL J/;21,Jo-//\ A,_.h .. ;/fs DATE INITIAL ENGINEER Of WORK 1:\0511:xi\oo:xicG04.dwg AfW 19, 2ooe J:J5pm Xre&: 053bCG REVISION DESCRIPTION x,V#" WIJOOS TAKfS MAX#' SPACING DATE DESCRIPTION QUANTITY SYMBOL STABll.IZED CONSTRUC'l'ION ENTRANCE 1 EA. UNLINED SlfALl!l & BERM 515 LP LIMITS OF CLEARING & GRADING Sil.T FENCE 185 LP a a a FIBER ROLL ■ ■ ■ ■ ■ • • • • • • • • • GRAVEL BAGS 420 EA. CX.:X:::X::,· GRAVEL BAG CHECK DAM HYDROSEED 2520 SF NOTE!! ELEC'fl?a-1/C DATA Rl.ES ARE FOR R£FER£NC£ ONlY ANO ARE NOT TO 8£ VSEO Fa/ HORIZONTAL OH l,fRTJCAl .SVHlfl' CON'!Ra. C~TS DESIGNED BY: A. V,L DATE1 MAR 200II DR.A.WM BY: B,!!'I!. 6,E,C. SCAI.£: AS SHov.M PROJECT MGR,I K.li. JOB N0.:05-]!J!! 2710 Loker Avenue We:at Civll Engineering ENGINEER OF WORK: Sulte 100 Planning Kdi.!~-Carlsbad, C,;ilifomia 92010 Processing D.t.TE: f/~!i 760-931-7700 Surveying Fa~ 760-931-8680 www.odoyconsultonts.com RCE: 60223 "AS BUILT" u 1'.. • 11/4J1 , p • RCE 60:2_2., :}_ EXP. ,110/oa DATE 7 r ~t¼: IN ECTOR -f;rja~ DTE I SH5TS I I SH4ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT £HOS/ON CONTHOI. Pl.A#S FOH: OPUS POINT LOT 20 APPROVED: GLENN THOMAS PRUIM,91-' ~ ::(.:: ,:.~ ~ ~ c: .. , .s/~,.,,,,,. PE 51274 ~ 09-Jo-o77' CITY ENGINEER ,.-ATE DWN BY: PROJECT NO. DRAWING NO IHITJAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: e, PIP 05-07 #5-4.4 I ! I I I ' I ( ) ' ' I 05i 70.6 ) ; ' -1 II / / 1 - --- NOTE!! ALL EXIST. PO/'€R POl£S MTHIN CHAO/NG AR£A TO 8£ REMOvEO NOTE!! ElEClRONIC OAT.4 fll£S ARE FOR REFERENCE ONLr ANO AR£ NOT TO 8£ I/SEO FOR HORIZONTAL OR VERTICAL SIJRIC'f CONTRa... - ESS/ ti ci o. \;l • 1/30/01 IV\\. Cle' e>.U~ 2710 Loker Avenu• West Suite 100 C0rlsbod, C.ilifarni11 s20, 0 760-9J1-7700 F°Ql(t 760-9.31-8680 www.odayconsultonta.com Civll Enijineering Planning Proces:,ing Surveyinljl DESIGNED BY, A. V.L DRAWN BY: BO'D, G.E.C. PROJECT MGR., K.H. i_ I \---f \-i -~---~ ,/ -I - / ·1 r--r--f I ./ -- NOTE.-STABIU{ED CCWSTR/JCT!ON /fOl1/)IYAY TO BE) 11 LOCATED AL~ S0/llHEHN PROPERTY UN£ IJNlESS / Y [! Ollf£RHISC APlj'RO',£/J er /NSPECTOH. 1 ltflEN NOT IN VS£, r: STA/Jl/ZE DffOSED GRO//NO/SLrffS llfnf HYDROSE{IfNG J' ~ Cl/! Ol11£/l/APPRO',£/J !.IETHOO. I ; 1 f 1, I/ / 11 I I if i """"'----C J I l---.. J I "IE'-,_ / I DATE1 t.lAR 2008 SCALE: 1• a 40' JOB N0.:05-1130 "AS-BUILT #/4'11---- .. 1-----------------1 P.E. i. ()22. ':, ~bo/48 EXP. r 7 DATE ENGINEER or WORK: t!4A~~~=---_l:D~AT~E•_21/µ~~k~~ ~lf4 • RCE: 60223 1oslt1t I ifATE I -w::::_- BENCHMARK: DESCRIPTION: STANDARD STREET SIJR'IEY MON/JMENT LOCATION: APPROX. 1400 FEET SOI/TH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAMINO REAL RECORD FROM: NORTH COIJNTY 'IERllCAL CONTROl DA TA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NG'ID 1929 I /I i \ I / ' / \\ 3h.,Jo~ ' DATE INITIAL ENGINEER OF WORK • I I\ A•. l.., ii~, REVISION DESCRIPTION l:\051130\0530CGC!e.dwt A.pl 19, 20013:J7pm Xref9: 0530Cll: 0SJOCGAD; 05307Ull; 0530Ct.lAP; 9735aslr, 9735>.GRO; 0530CUTI.,: 9735AMAP I __ ,., I / / I .r / DATE INITIAL OTHER APPROVAL DATE \ I I \ I I I I ' ' I ' . INITIAL CITY APPROVAL I o' 10' 40' ----5 20 SCALE: 1. ~ 40' NqTE!I. ___ .fl --El.EClRONIC OATA RL£S ARE FOR REFER£NCE ONL r.ANO AR£ NOT-TO 8£ USEO FOR HORIZONTAL I OR 1£/?ncAl. SIJRIC'f CONll?a. I SH5T I CITY OF CARISBAD I SH5TS I ENGINEERING DEPARTMENT £ROS/ON CONTHOI. PLAHS FOR: OPf/S POINT LOT 20 APPROVED: GLENN THOMAS PRUIM d r A ~c~e-47. ~o/i:::; ·L PE 51274 EXP:"tlg::-30-07, "'"' CITY ENGINEER ¥~.k" Q/(TE OWM BY: PROJECT NO. DRAWING NO. CHKO BY:~ PIP 05-01 ,IJ5-,IA RVWD BY: ~ 1- , " ' 051706 ' I