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HomeMy WebLinkAboutDWG 403-7A; CT 01-02; CALAVERA HILLS VILLAGE K; 01-07GRAJJINC NOTES {IN AOlJ/llON TO TH£ REOIJ!RDKNTS OF CHAPTE!? 15.16 OF TH£ CARLSBAD 1,1//N/CIPAl COO£.) 1. THIS PLAN S/JPERSEDES All OTHE'H PU.NS Pf?El,f/J/JSl Y APPROVEJ) BY TH£ CITY OF CARLSBAD REGARDING GRADING SHOIW ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORllON OF TH£ CARLSBAD MUNICIPAL CODE. RESOI.UllON OF CONO/llONAL APPROVAL, CITY STANDARDS OR OTH£'R AOO!llONAl DOCUMENTS l/STEO H£R£ON AS THEY MAY PERTAIN TO THIS PRO.ECT. TH£ ENGINEER IN RESPONS7BLE CHARGE SHAU REVISE 7H£SE PU.NS lfffEN NON-CONFORMANCE IS DISCOV£R£!J. J: CITY APPROVAL OF PLANS DOES NOT RE.1£V£ TH£ 0£VE10PER OR ENGINEER-OF- 1117RK' FROM R£SPONS781UTY FOR TH£ CORRECllON OF ERRORS AND CMIISS/ONS DISCOVERED DURING CONSTRUCTION. All PLAN REVISIONS SHAll 8£ PROMPll Y SUBMITTEJJ TD TH£ CITY ENGINEER FOR APPROVAL. ,/,, A RIGHT-OF-WAY PERMIT fROAI THE CITY ENGINEER /ffl.1. 8£ REOUIREO FOR ANY lll7RK' IN TH£ PUBLIC RIGHT OF WAY. PRIOR TD PERU/T ISSUANCE, A CERllf/CA TE OF INSURANCE MUST BE f/lEO NAMING TH£ CITY OF CARLSBAD AS AN AOOIT!ONAl INSURED ON TH£ PERMITTEE's POI.ICY IN THE MINIMUltl AMO/JN T OF 11,000.000.00 FOR EACH OCCURRENCE OF UABll/TY. lf#. INSURANCE ~~rY ':"1i_5lfv~~1~i!J.¼f/SH/'t'fr 4Es~U~~Y irwf cJ':. A SIZE 5. UNLESS EXEAIPTEO BY SECllON 301.(bft OF TH£ UNIFORM BUil.DiNG COOE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TH£ 8/Jll.OINC OEPARWENT. 6. NO lll7RK' SHAll BE COMMENCED IJNlll All PERMITS HA VE BEEN OBTAIN£D FROM TH£ CITY AND OTHER APPROPR/A TE AGENCIES. 7. APPROVAl OF lHES£ PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE' ANY IKJRK OR GRADING TD 8£ PERFORMED IJNlll THE PROPERTY OIINER's PERMISSION HAS BEEN OBTAINED ANO A VAl/0 GRAD/NC P!.7?11/T HAS BEEN ISSUED. 8. NO REVISIONS #Ill 8£ MAO£ TD THESE PLANS lfflHO/JT TH£ IW?ITTEN APPROVAl OF THE CITY £JIG/NW/, NOTEO It/THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE llllE SHEET. 9. ORIGINAL ORA/lfNCS SHALL BECCNrlE TH£ PROPERTY OF TH£ CITY I/PON BEING SIGNED BY TH£ CITY ENGINEER. 1a TH£ ORIGINAL ORAIIINC SHAll BE /f£0,,SET) TO Rffl.ECT AS-8/Jll.T CCMJ/llONS BY THE ENGINEER-OF-1117RK' PRIOR TD FINAL ACCEPTANCE OF TH£ llfJRK BY TH£ CITY. ff. ACCESS FOR FIRE ANO OTHER EJIERGENCY ',OUCf,ES SHALL 8£ MAINTAINED TO THE PRO.ECT SITE AT All THIES DURING CONSTRUCllON. 12. lfffERE ll?ENCHES ARE lffTHIN CITY £ASEIIENTS, A SOILS REPORT COMPRISETJ OF.· (A) SUMMARY SHEET, (8) l.ABORA TORY Hm1< SHEETS ANO (C) COMPACllON CURVE'S, SHAll 8£ S/JBMITTEO BY A PROFESSIONAL ENGINEER OF THE: STA TE OF CALIFORNIA, PR/NC/PALLY OOINC BUSINESS IN THE flE1I) OF APPLIED SOILS JIECHANICS. THE SOILS REPORT lffll BE SUBMITTED TO THE CITY ENGINEER/NC INSPECTOR 'MTHIN TM! 'MJRK/NG DA IS OF THE COMPLET!ON OF f/E/.0 TESTS. 1J: A SOILS COMPACllON REPORT ANO COMPLIANCE V£Rff/CAT10N RECAROING ADHERENCE TD RECOMMENOA llONS 0/JlllNEO IN THE SOILS REPORT IS REQIJIR£J) PRIOR TD TH£ /SS/JANCE OF A 8/Jll.O/NG PERMIT. All CONTROi.LEO GRADING SHAU 8£ DONE UNDER THE 0/RECllON OF A PROfESSIONAL ENC/NEER OF THE STA TE OF CAl/FORNIA PRINCIPAll Y DOING BUSINESS IN TH£ f/E/.0 OF APPLIED SOILS MECHANICS. All fill OR FVTUR£ FH.l AREAS SHAU 8£ CONS7RIICTEO IN ACCORDANCE llfTH THE CITY OF CARLSBAO STANDARD SPEC/f/CA llONS ANO TH£ • £AR!l{llfJRK SPECIF/CA llONS • A TTACH£0 TO TH£ PREL/1,f/NARY SOILS INVE'SllCA llON. OA/l Y FIELD COMPACT!ON REPORTS ltfl.l 8£ SUBMITTEO TD THE PRO.ECT INSPECTOR. 1,/,. A PHECONSTT?IJCllQN IIFFTTNG SHAii Flf HFIQ AT TH[ !VE eetQ/? T7J THf BFGINNING IF /WRK AND Wt BF ATIT;MJFQ BY AIL RFPRFSFNTAT/1£5 RESPONSIBLE FOR CONSTRUCllON. INSPECllON. SUPERVISION, TESTING AND All QTHFR ASPECTS IF THf /fl1Rti'. TH[ CONTRACTOR SHALL SCHEDULE TH£ M££llNC THROUGH THE PERMIT Cl.ERK( 4.JIJ-.1891} AT LEAST f/VF:(5} IK.IRKINC DA IS PRIOR TD STARTING CONSTRUCTION. APPROVEJ) ORA/lfNGS MUST 8£ AVAll.ABL£ PRIOR TD SCHEO/Jl.lNG. THE GRADING PERl,(fT #Ill BE PR0',1()£0 BY THE PROJECT INSPECTOR AT THE 11££1/NG. 15. All INSPECTION REOl/ESTS OTHER THAN Fl'R PR£CONSl81/CTTQN IJl'£'llNC llfll l1f AIADF BY CAIi/NG THF ENr:tNFFRING 24 HOUR /NSPf'CTIQN REO//EST f/Nf AT (76Q} 138-3891/NSPECTION REO/JESTS MUST BE RECEJVEQ PRIOR TO 2:00 eM. ON TH£ OA Y BEFORE THE INSPECllON IS NEEDED. INSPECllONS llfl.l 8£ MAO£ TH£ NEXT IKJRK DAY UNLESS YOU REQUEST OlHER#IS£. REOU£STS MAO£ AFTER 2: 00 P.11. HILL 8£ SCHEOUlEO FOR TM! F7Jl1 IKJRK DA IS lA TEI?. 16. TH£ O/INER AND/OR APPl/CANT THROUGH TH£ OEVElOPER AND/OR CONTRACTOR SHAll OESIGN. CONSTRlJCT AND MAINTAIN All. SAFETY DEVICES, INCI.IJOING SHORING, AND SHAll 8£ SOl£l Y RESPONSIBLE FOR CONFORMING TO All LOCAL. STATE AND FEOE:RAl SAFETY AND HEALTH STANDARDS. lA~ AND REG/JlAllONS. 17. TH£ CONTRACTOR SHALL CONFORII TD LABOR COO£ SECTION 6705 BY SUBMITTING A OETAll. PLAN TO THE CITY £NC/NEER AND/aR CONCERNED AGENCY SHOl+fNG THE IJESlGN OF SHORING. BRACING Si.OPING OR OTHER PROVISIONS TD 8£ MAO£ OF IKJRKER PROTECllON FROM THE HAZARO OF CAVING GROUND l)IJR!NG THE £XCAVA llON OF SUCH TRENCH OR ll?ENCH£S OR DURING THE PIPE INSTAllA 170N TH£'REIN. THIS PLAN MUST BE PREPARED FOIi All TRENCHES FIVE FEET (5J OR MOR£ IN OEP!I{ AND APPROVEO BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO £XCAVA TION. IF THF PW( VAR/IT FROt,f THE SHORING SYSlDI STANOAROS [STABL/SHEP BY TH£ CONSTRIJCTION SAFETY ORDERS, llll£ 8 CALIFORNIA AOl,(IN!STRA Tiff COOE TH£ PLAN SHALL BE PREPARfP Br A RECIS7ER£{) £NCIN££R AT THf CONT8ACTORS EXPFNSF. A COPY OF THE OSHA £XCAVA 170N PERMIT MUST BE SUBMITTEO TD THE INSPECTOR PRIOR TO £XCA VA llON. 18. NO Bl.AST/NG SHALL 8£ PEfiRJRAIB) IJNlll. A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBIT APPL/CAT!ON FOR BLASllNC PERMIT ltcl.l IN AO VANCE OF THE SCHEO/Jl/NC OF BLASllNG OPERA llONS. 19. IF ANY ARCHAEOI..XICAL 8[SO(JRC£S ARE 0/SCOVE'REO lffTHIN ANY IIOl?K AREA DURING CONSTRUCllON, OPERATIONS l+flL CEASE IWEDIA m, Y, ANO THE P£RMITTEE #Ill NOllFY THE CITY £JIG/NEER. OPERAllONS llfLL NOT RESTART UNlll TH£ PERMITTEE HAS RECEIVED M?IT7EN AUTHORITY FR(}I,( THE CITY ENGINEER TD 00 SO. 20. All OPERA llONS CfMJIJCTEO ON TH£ SITE OR ADJACENT THERETO, /Nct.//0/NC WARM/NC UP, REPAIR, ARRIVAL. OEPART/J'1'E OR OPERA T10N OF 7RIICKS, EARTHMOVING EQUIPMENT, CONSTRUCllON E(}IJ/PIIENT AND ANY OTH£'R ASSOC/A TEO GRADING EQUIPMENT SHAU BE LIM/TEO TO THE PERIOD BE7JICEN 7.·00 A.II. ANO SUNSET EACH DAY, MONDAY !I-IRU FRIDAY AND NO £AR7HIIOVING OR GRADING OPERA llONS SHALL 8£ CONOUCTEO ON ltffKENOS OR HOI..IDA YS. (A LIST OF CITY HOI.IOA IS IS A VAil.ABLE AT THE ENGINEERING OEPARl7,(£NT COUNTER.) 21. ALL Off-SITE HAUL RO/JTES SHAil BE SIJBA(/Tlll) er THf CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TM! fl/ll IKJRKING DA IS PRIOR TD BEGINNING OF WORK. 22. IMPORT MA TER!Al SHAil 8£ OBTAIN£[) fTt0/,1, ANO WASTE MA Tll?/Al SHALL 8£ OEPOSITEO AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE R£SPQNS78l,E FOIi ANr {)EBRIS OH DAAIA,.l" OCC/JIIRING ALONG THF HA/Jl ROUTES OR ADJACENT STREETS AS A RESULT OF ll{E GRADING OPERA 170N. 2J: BRUSH SHAU 8£ REI.IOVEO ONLY /lfTHIN THE AREA TD BE GRADED. NO ll?£ES ARE TD BE REI.IOVEJ) UNLESS SPEC/f/CAll Y NO TEO ON THE PLAN. 2;1. All AREAS SHALL BE GRADED TO DRAIN. GRADING RES/J/. llNG IN TH£ PONDING OF WATER IS NOT PERMITTEO. All EARTHEN SWALES AND DITCHES SHALL HAVE A M/N/1,(/J/,( ON£ PERCENT Si.OP£ 25. THESE PLANS ARE S/JB.ECT TD A SIGNE() ANO Af'PROVEJ) SET OF EROSION CONTROi. PLANS. EROSION CONTROi. SHALL 8£ AS SHOWN ANO AS APPROVEO BY THE CITY ENGINEER OR AS DIRECTED er THE PRO.ECT INSPECTOR. 26. All Si.OPES SHALL 8£ 'fR/1,fJIEO TO A FINISH GRADE TO PROl)(JC£ A /JNfFORM SURFACE ANIJ CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT AND OROERL Y CONO/llON. All STONES. ROOTS OR OTHER 0£8RIS SHAU 8£ fl£1,(()VEJ) ANO DISPOSED OF AT A 57TE APPROVEO OF BY THE CITY £NC/NEER. 21. All Si.OPES SHALL BE /RR/CA TEO, STA8/l.ll'EO, PLANTED AND/OR H'r1JROSEEIJf1J /lfTH/N TEN (10) OA IS OF THE TIME /fffEN £AJJ! Si.OP£ IS BROUGHT TO GRADE AS SHOIW ON THE APPROVEJ) GRADING PLANS: CARLSBAD TRACT NO. C. T. 01-02 CALA VERA HILLS VILLAGE 'K' 1'O.RK TO BE JJONE TH£ GRADING lfffiK SHAU CONSIST OF Tl{£ CONSTRUCTION OF All curs ANO FILLS. REI.IEOIAL GRAlVNG, DRAINAGE FAC/l/ll£S, EROSION CONTROi. FACll/17£S. ANO fJENE:RAl NOTES CONTIN/JEO: 28. LANDSCAPING SHAU BE ACCOMPLISHED ON All Si.OPES ANO PADS AS REOIJIRET) BY THE CITY OF CARLSBAD LANDSCAPE: MANUAi., THE LANDSCAPING PLANS FOR lHIS PROJECT, DRAIHNG NO. -IOJ-71., ANIJ/0/? AS O/R£CTEO BY THE CITY ENGINEER 0/? PLANNING DIRECTOR. 29. 7H£ OIINER/APPLICANT SI/All INSURE THAT All CONTRACTORS SHAll COOROINA lF TH£ 'MJRK OF THESE GRADING PLANS 111TH THAT SHOIW ON 8011{ THE LANDSCAPE AND /RR/CA llON PLANS ANO THE IMPROVEMENT PLANS AS REOUIREO FOR THIS IKJRK IN ACCORDANCE llfTH THE LANDSCAPE MANUAL llME REOiflREl,fENTS. .Ia STORM DRAIN PIPE SHALL 8£ R£/NFOIICEO CONCR£TE PIP£ lffTH A M/N/1,(/J/,( 0-lOAO OF f.350. FOi? PR/VA TE STORM DRAIN PIP£S, UP TO 15• PH:' MAY 8£ Ulll./?£0 PR0',10£0 DEPTH IS LESS THAN 15 FEET ANO BACKf/llEO /ffTH 3/,f" ROCI( PER SDRS/J S-,f TYPE •c• AND PIP£ 11££75 AS17,1 STANDARD J034 FOR SOR 35 SOI.JO WALL PIPE. 31. IIH£R£ AN EXISTING PIPE lJN£ IS TO 8£ ABANIJQVEJ) AS A R£Sl.li. T OF TH£ GRADING OPERA 17/JN, IT SHALL BE REMOVEO IHTHIN T'KNTY FEET OF 8/Jll.OING OR STREET AREAS ANO REPLACE]) lffTH PROPERl Y COMPACTED SOILS. IN Oll{ER AREAS THE PIPE lffll 8£ PLUGGED /lfTH CONCRETE OR REI.IOVEO AS APPROVEO BY TH£ CITY £NGIN££R. J2. TH£ CONTRACTOR SHAU V£R/FY TH£ LOCA llON OF All EXISTING FAC/Lll/£S (ABOVE GROUND AND I.IND£R GROUND} IHTHIN THE PRO.ECT SITE S/JFTIC/£N1l Y AHEAD OF GRADING TO PERMIT THE REVISION OF TH£ GRADING Pl.ANS IF IT IS FO(JNl) THAT TH£ ACTUAL LOCAllONS ARE IN CONfl/CT MTH THE PROPOSED IKJRK. .lJ. TH£ CONTRACTOR SHALL NOllFY AFFECTED Ulll.lTY COMPAN/£S (SEE 8£l.OW} AT LEAST 2 FVLL 'MJRKING DA IS PRIOR TD STARTING GRADING NEAR 7H£/R FACll/11£S AND SHAll COORDINATE THE lll7RK' lffTH A COMPANY REPR£S£NTA llVE'. /JND£RGRO/JNO SERVICE: ALERT SOG&E PAC/f/C 8El1 AO£LPH/A COMMIJNICA llONS CITY OF CARLSBAO(STREETS .t STORM DRAIN} CITY OF CARLSBAO(SEM:R, WA TEI? .t REC/.Afl,(El) WA TEI?} .JI. PERMIT COI.IP/.IANCE REOUIREIJENTS: 1-800-422-,/,133 (619)696-2000 (800)750-2355 (800)626-6299 (760)267-3777 (160}839-#J81 A. FOR CONTROl1,El) Qli'A~-7H£ APPLICANT HIRES A Cl"'1. £JIG/NEER, SOILS ENGINEER, AND 1if GEOI..OGIST TO GIVE TECHNICAL A0',1CE, OBSERVE AND CONTROL TH£ IKJRK IN PROGRESS /15.16.120 A.8/ CARLSBAD MUNICIPAL COO£ B. f8ffl? ro RNA/ APPROVAi CF A Qli'AO!NG PER!,117' TH£ FOLLO/lfNG REPORTS MUST 8£ SUBMITTEO TO THE CITY £JIG/NEER VIA TH£ PROJECT INSPECTOR /15. 16.120 A.10/ CARLSBAD 11/JNICIPAl COO£.· (1) FINAL REPORT BY SIJPERO,,S/NG GRADING £NC/NEER STA TING All GRADING IS COMPLE:TE. All EROSION CONTROL, SLOP£ PLANTING ANO /RR/CA T10N ARE INSTALLED IN CONFORMANCE /lfTH CITY COO£ AND THE APPROVEO PLANS (OBTAIN SAMPLE OF C()l.(PL/ANCE LETTER FR(}I,( CITY £NGIN££RING otPARTMENl). (2) AS-8/Jll. T GRAD/NC PLAN. (.J) REPORT FROM THE SOILS ENGINEER, MUCH /NCI.VOES RECOMMENOEO SOIL BEAR/NC CAPAC/llES. A STATEMENT AS TD TH£ EXPANSIVE' QUAl/TY OF 11{£ sat.. ANO SfJMl,fARIES OF FIELD AND LADORA TORY TESTS. TH£ REPORT SHALL ALSO /Nct.l/0£ A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE: 'MTH 11{£ REQUIR£l,(EN7S ANO RECOM!.IENOA llONS OU7l/N£0 IN THE PR£l/AIINARY SOILS REPORT ANIJ ANY SIJPPI.D.(ENTS ll{£RETD. (4) REPORT lffTH AS-BUil. T GEOI..OG/C PLAN. IF R£QIJIR£J) BY THE CITY. 35. IJNL£SS A GRADING PE!?MIT FOR lHIS PRO.ECT IS /SS/JEO lffTHIN ONE (1) >!'AR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE R£(}1J/RED TO BE R£SUBM/TTEO FOIi PLANCH£CK. PLANCH£CK FEES llfl.L 8£ REQUIRED FOR ANY SUCH RECHECK. .J6. THE SOILS REPORT llllEO 1/POA TE cl': GEOTrCHN/CAL HEP&T: CAlA ICi'A H/11S, lf/lAOC rr C/Tr 0C: Q41?5lQAP, CALIFORNIA OA TEO OCT. 2{l 1999 PREPARED BY GcOSO!l5; INC. SHALL BE CONSIDERED AS A PART OF lHIS GRADING PLAN. All GRADING SHALL BE /JONE IN ACCORDANCE llfTH THE RECOMMENOA llONS AND SPEC/f/CA llONS CONTAINED IN SAID SOILS REPORT. ENGINEER NOTES 1. REVISION OF TH£S£ PLANS MAY BE REC)/j/RET) IF THE PROPOSE[) IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE IJ£AOI.INE OA TE OF THE /1,fPROVEMENT AGl?ED,/£NT. 2. THE EXISTENCE: AND lOCA llON OF UTILITY SlR/JCT/JR£S AND FACll.ll/£S SHOWN ON THE CONS7RI/CllON PLANS ~ OBTAIN£0 BY A SEARCH OF TH£ AVAILABLE RECORDS. A TTENllON IS CALLEO TO THE POSS/81.E EXISTENCE OF OlHER Ulll!TY FAClllllES OR STRUCTURES NOT SHOWN 0/? IN A lOCAllON 0/FFERENT FROM ll{A T SHOIW ON THE PLANS. TH£ CONTRACTOR IS REQIJIR£J) TD TAK£ DUE PRECA/JllONARY MEASIJRES TD PROTECT THE Ulllll/£S SHOIW ON THE PLANS ANO ANY OTH£'R EXISTING FACllll/£S OR STRUCT/JR£S NOT SHOHN. J: THE CONTRACTOR SHAll V£R/FY 7H£ LOCA llON OF ALL EXISllNC FAC/Lll/£S (ABOVE'GRO/JNO ANO IJN0£RGROUNO) llfll{/N THE PROJECT SITE sumct£N1l y AHEAD OF THE CONSTR/JCllON TO PERMIT THE REO,,S/ONS OF TH£ CONS7RIICl70N PLANS IF IT IS FOUND THAT THE ACTUAL lOCAllONS ARE IN CONfl/CT #Ill{ THE PROPOSED Htl'i'K. JJEC.LA.RATION OF .RESPONSIBLE CHARGE I HEREBY OEC/.ARE THAT I AM THE ENGINEER OF IKJRK FOR lHIS PRO.ECT, THAT I HA VE EXERCISEO RESPONSIBLE: CHARGE OVER THE OES/GN ON THE PRO.ECT AS DEFINED IN SECllON 6703 OF THE BLISIN£SS AND PROFESSIONS COO£, AND THAT 11{£ DESIGN IS CONSISTENT lffTH CURRENT STANDARDS. I IJNIJ£RSTANO THAT THE: CHECK OF PRO.ECT ORA llfNGS AND SPECIF/CA llONS BY TH£ CITY OF CARLSBAO 00£S NOT REU£V£ 11£, AS £NG/N££R OF HIAl'K, OF MY RESPONSIBHJllES FOR PRO.ECT O£SIGN. OZIA Y CONS/Jl. TANTS. INC. 2710 LOKER A VEN//£ /ffST, SUITE 100 CARLSBAD, CAl/FORNIA 92008 (16~~;1~100~~ ... -_..L~~~:.....~tt.4'..~-~-:::-:,;__-DATE.· "';f,'(,/4,-1 KEITH HANSEN R. C.£ NO. 60223 £XP. 06/30/{H SOILS ENGINEERS CERTIFICATE I, THE UNDERSIGNED, A REGISTERED Clv1L ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF OCTOBER 13, 1999 AND OCTOBER 20, 1999. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. REPORT NO. WO 2747-A-SC DATED OCTOBER 20, 1999. SIGNED: ILtw.4 P.£ NO.: 1-/2 B s-7 DATE.· eC (!, I '-I l '2.-c> v.1 l/CENSE EXPIRA llON OA TE: t)<.._( 3 I OW'NER's CERTIFICATE I ('M:} HEREBY CERllFY ll{AT A REGISTERET) SOILS ENGINEER OR GEOlOGIST HAS 8££N OR #Ill 8£ RETAINED TD SUPERVISE OVER-All CRADING AC17',1TY AND ADVISE ON THE C(}l,(PACT!ON AND STABILITY OF 7H£ SITE. CALA VERA Hll.lS fl, llC A CALIFORNIA /JMITEO l/A8/I.ITY COMPANY 2727 HOOVER AVE'Nl.lE NA llONAl CITY, CA 91950 (619} J.16-3673 8 Y.· Mcllll.l/N COMPANl£S. LLC A 0£LAWAR£ l/1,f/TEO l/A8/I.ITY COMPANY ITS.· MANAGER I . . I a~ i l,v l- BRIAN !,(fl/CH ITS.· SENIOR O,,CE PR£S/0£NT BY.· r-::,.,..,_ ~ DON Ml 'Ell DATE.· 2..,/ 14/ ti~ ITS.· !IC£ PR£S/0£NT \ ' \' \ PACIFIC 1 OCEAN PROJECT LOCATION \ \ . \\ \ \\ ' ' CITY or ENCINITAS VICINITY NAP NO SCALE lHIS PROJECT IS lOCATEO 'MTHIN ASSESSORS PARCEi. NO. 167-101-28 ANO PAR 168-M1-0J, 04, ~ 07, .t 1a 7H£ CAl/FORNIA COORDINATE INIJEX OF lHIS PRO.ECT IS N .J5.i £ 1llZ SOURCE OF TOPOGRAPHY NOTIO SCALE &3Alt;/,1/£ER. OF WMK Ft;R AS·/3t1IL-'f' Ptl/?PtJS/i.5 ONl Y. A'AYMONC> L. MA1?7'7N t:IAT~ ,R.C.e. 4.!Jf,,7o EXP. (,,/.&,lot, EA.RTEFrORK ()lJANTJT/ES CUT: 31.000 C. Y. fill: 31. 000 C. Y. EXPORT.· 0 C. Y. NOTE: THESE QUANl71/£S ARE FOR BONDING PURPOSES ONLY. THEY 00 NOT /Net.I/OE SHRINKAGE OR EXPANSION OR REMEDIAL GRADING OIJANl7ll£S. ACTUAL QUAN17ll£S MAY VARY. PLANllNC OF Pl!IMANENT LANDSCAPING AND PREPARA T10N OF AS-8/Jll T GRADING PLANS, AS-BUILT GEO/ XIC MAPS ANO REPORTS, All AS SHOIW OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANOAROS. SPECIF/CA llONS. REOIJIREMENTS, RESOI..UllONS AND ORDINANCES Cl TED ON THESE PLANS. THE GRADING IKJRK SHALL 8£ P£RFORM£O IN ACCOROANC£ MTH THE FOllO/ffNG OOCWENTS. CURRENT AT THE TIME OF APPROVAL OR AS DIRECTED BY THE CITY ENGINEER.· 1. CARLSBAD 1,1//N/C/PAl COO£ 2. CITY OF CARLSBAD STANDARDS. J: lHIS SET OF PLANS. ,/,, PLANNING C(Jl,(l,(fSSfON R£SOl.UT10N NO. 5290 and 5291, DA TEO OCTOBER 16, 2002. 5. CITY CO/JNC/l RESOI..UllON NO. 2002-.JW, OATEO NOV£1,f8£R 19, 2002. 6. THE STANDARD SPEClf/CAllONS FOR PIJBllC IKJRKS CONSTRUCTION {GREEN BOOK) . 7. SO/LS REPORT ANIJ REC(Jl,(MENOA TIONS BY C£0S0/l5; INC. OA TEO OCT. 20. 1999 177lEO Jlf'!M TE cl': GEQTECHNICAl R£POl?T; CALA l,fRA HILLS. 14LLAG£ 1<'. C/Tr OF CARSlBAO, CA/JFORNIA ·~ .. 8. TH£ SAN 0/[GO REGIONAL STANDARD ORAllff{(;S ANO AS MAY BE MOIJlf/EO BY TH£ CITY OF CARLSBAD STANDARDS. 9. EN',1RONl,l£NTAL APPROVAL OOCIJl,(ENTS DATED OCTOBER 16, 2002, RESOI..UllON NO. 5289. LECENJJ NOTE: OUANTITIE'S SHOWN HEREON ARE FOR BONO/NC PURPOSE'S ONLY. ACTUAL 01/ANTIT/ES MAY VARY. OESCRIPTION sro. owe. SYAIBOl O1/ANTITY St/BDl'AS/ON BOUNDARY ............•...... ------- LOT l/NES •..••..•.......•••..•... PROPOSED CONTOIJR . . . . . . • • . . • . . . . • . . . EXISTING CONTOUR • . . . • . . . • • . . . . . . , . . OA 't1..IGHT LINE . • . . . • • • . • • . . . • . . . . . . . ----r10- 2?:J.8 EXISTING SPOT El.EVA 1/0N. . . • . . • • • • . . • • . . • . . • • . . + · PROPOSED SPOT ElEVAllON ...•....•..... , . . . . . . __,0ll- LOT NO. ' . • . . . . . ' ' . . . ' • • . . . • . . . • . . • • . . . JO PAO El.EVA T10N , . • • . • • • • • • • • • . • • . . . • . . . . . . . .S.678 EXIST. STREET GRADES . • . . • . . . • . . . . . . . . • . . . . {275.8) RETAINING WALLS (PER SEPERA TE P!.7?MIT}. • • • • • • • . ------2, ,f(J() SF NOISE/J:IR£ PRO lFCllON WALL. . . . . • • . • • • • • • • . TOP OF WALL . , . , • . . . . . . . . • • • . • • . . • • . . . • . . . ~ BOTT(}I,( OF WALL (f/NISH SURFACE}, • • • • . • • . . . • . . • • . . . . r]W 400:00 SIGHT 0/STANCE . . • • • • • • • . . . • . . • . • • . . . -----___ ~ _ --- S/NWALK UN/J£RDRAIN . . . • . . . . . 0-27 . • , , . • , , . . • --- C/JT OR FH.l SLOP£ l/NES . . . . . . • • . . • . . . • . OlrNE.R/JJEVELOPE.R: ' CAlA VERA fHllS fl, llC A CALIFOl?NIA /ll,(f7EO l/ABHJTY COMPANY 2127 HOOVER AVENUE: NA TIONAl CITY. CA 91950 (619) 336-3673 C},flfl} NOTE NO GRADING SI/All OCCUR OVER £X/STING FAC/l/Tl£S 'MTHO/JT APPROVAL FROM TH£ DISTRICT. ALSO, All EXISTING FACll.11/ES MUST 8£ KEPT IN SERVICE UN Ill NEW FACIL/l/£S ARE INSTALLED, OPERAllONAL AND ACCEPTEO BY C.!.I. W.O. 2710 Loker Avenue We~t Suite 100 C<l•lsbod, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Pia Ming Processing Surveying CML ENGINEER ODA Y CONSULTANTS, INC. 5900 PASTEUR COURT, SUITE 100 CARLSBAD, CALIFORNIA 920()8 (760} 931-7100 ©2003 O'Day Consultants, Inc. DESIGNED BY: ~K,-H. ___ DATE: • ...!l!ll..2!!!1L_ DRAWN BY: J.S .• N.C, SCALE: AS__~Ol\'!l__ PROJECT MGR.· K,H, JOB NO.: 98-1020 ENGINEER OF WORK: ~/i ... _ w.tW-ISEN DATE: z/1'{/113 RCE: 60223 TOPOGRAPHY SHOIW ON THESE PLANS WAS GENERATEO BY SANlO AERIAL SURVE'~ DA TE JANUARY fl, 1999. .REFERENCE PLANS PLANNING DEPARTMENT APPROVAL "AS BUil T" -IOJ-7 ~ _.,.,, / LEGAL JJESC.RIPTION LOT 5 CT 00-02 MAP NO. m.i. NOTE II EI.ECTROMC OA TA FILES ARE FOR REFERENCE ONl Y ANO ARE NOT TO 8[ USED FOR HORIZONTAL OR 1-FRTlCAl SI/RI-FY CONll?Ol BENCHMARK: DESCRIPTION: STANDARI) 11-10 STREET CENTU?I./N£ ltcl.L MON/JMEJIT LOCATION: CENTE!?l/N£ OF El CAMINO REAL AT ENGINEER'S STA T10N 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH l£1,flS (No. COUNTY VERT. CONTROi.. DA TA} ELEVATION: 68. 479 OA TUM: NGVD OF 1929 DATE :f$g::$A MuLe~t~n~ »ATE: 3/5' /as ..._/Y~ .,,1_~ 'I r--HV_V0....::../9_-_3_7._:5:_3_17._'5_1_7 _________ --IIIICIIABL I. BOIZIIIIIER, PWIIING DIR!CTOR 7 ..,.;:;; D<P.&~c:,"' £ .ZDAfE CARLSBAD MUNICIPAL WATER DISTRICT ,-. tA ,,-, \ tiic'inm) M~ °) DATE:'> /-s /o;, l-?---,,""IE;_WE_p--,"1,i-l3Y:---~---------i R.C.E. 33698 EXP. 6-30-06 RECOIIIIENDIID BY: c-:'-1.<. Mvwo.I. ,t, ,/' L/C:.•'' .J _,./2Lof {PRINT N'AIO!) ' 'INSPEC.TOR DATE ~ CITY OF CARLSBAD I SHE7ETS I l----t---+----------------;----,----+----i----1 Ll_j ENGINEERING DEPARTMENT l-----l--+----------------1----+--+----I--.-J GIIAIJING Pl.ANS f'OH: YILL4G£ ~• APPROVED TITLE SHEET NOTES ANO LEGEND .J ,111Joi -~ 1'olt LLOYD B. HUBBS ~f/h> ~ 11o/.,;l«.?4' 1<'.l-YI I. AS-BL.Ill T #GW £;. O. W. RCE 2.J!r89 EX~ES12-31-05 CITY ENGINEER DATE ~ .. ~~ ''~tld 5-CY~-µt"~f2.~E:~v~i,:,~i~otf.J~5~i~o~sH~E:-~E:o"r~3~'14t'.-~====t:~~r=.:::1(4-'~uw,~~~ ~D;:W~N:;::;B~Y=, ~===:;-;:::==P=R=o=J E;C:::T:::::No=.===;;=D=RA=w==1N=G:==N:::O~. ' IJ'ATE ,-NITIAL DATE INITIAL oA'rE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-02 .f.03-7A G: \SDSK\:;R O,.J\98I D.?C\D\11/C\C,A.LA.V::::RA \9S2DKG01.0WG 2-13~/°0CJJ 1. ;)6: '1 j prn XRcfS 9820-VC; 98?0KC Q/10803 I 3,6 60' ROW 10' 20' 20' 10' 56' ow I 5.5' t 5.5' 18' 10' I 5.5' ~:,.. ,. VARIES BW/ -2.76% &: -2.0% t VARIES BW/ -2.0% & +0.33% o· 50• 200· \ \ ~ '+ '): 4 ~ EXIST. CURB____) EXIST. A. C. '+ &: CUTTER PA V£MENT EXIST. SIDEWALK /J' 0.5' 5' 7.5' 2% EXIST. TAMARACK A VE. NO SCA/.£ 11' /' VARIES BW/ -5,06% &: +5.58%, 60' ROW 17' VARIES BW/ -5. 06% &: +6. 61% IJ' 7.5' 5' /' PCC SIDEWALK J 6" PCC CURB & GUTTER AC PAVEMENT ON AB ~ SEE STREET NOTE #1 p) CR AO£ TO THIS UN£ 0.5' PCC SIDEWALK OR PER SOILS ENC/NEER PCC SIDEWALK 6" PCC CURB & GUTTER 6" PCC CURB & GUTTER · AC PAVD.!ENT ON AB SEE STREET NOTE #1 SAND COURT 16' NO SCALE (STREET' t'J 46' AC PA \IEMENT ON AB SEE STREET NOTE #1 16' ·;., 5 ~+ 'rP) PCC SIDEWALK CRADE TO THIS LIN£ o.R PER SOILS ENGINEER 0.5 (TYP) 4.5' /' /0' 5' -----CRAOE TO THIS LINE 0.5' 'r·' ~}i- PCC SIDEWALK OR PER SOILS ENC/NEER 100' SCALE: i • • 200' CRAOE' SE'[' STREIT BREAK 400' \ .'. ,;t' ,,,., · .. -J 1,....-,m1 \ ·._'_ \ • I ~• I 1,....-1:!'l'\ .. I c::.: : ~: \" L : \ \•. : \ (80' T'rP.) 70' LEVEL J' ~ J.5'-USE VARIABLE SLOPE' SECTIONS 1 ti,; :;: J.5'-/JSE VERTICAL CUT j k S/0[' SLOPE'S WITH ['LEVA/ION 0/FfTRE'NC[' KEY MAP SCALE 1 • • 200' le I • • 92 IJENERAL PlAN OPEN SPACE I , . :· '' /./'_. /_.-_--_····· < . -4,7 KEY MAP LEGEND PROPQSEQ -SEWER .................... -s- ACCESS HOLES. ........... . 0 IIHlE1i' ..•..........•.•.•••. -r/-- F!Rl' H'IDIWIT ASS'f.. . . . . . . . . - STREU L/GHl'.. .. .. .. .. . . . . ti-- STOW DRAIN . . . . . .. .. .. .. .. . : = = :::,i: =: SHEET INDEX SHEETNQ. 0£SCR/Pl!QN f 1171.E' SH/IT -NOTE'S ANO /£(;['NI) .aJSil!if 0 ROCK RIDGE RD .• FLAT ROCK ST.. & PEBBLE ST. .ROCK .RIDGE RD. CUL-DE-SAC __ .J'-._TOP OF CURB LESS THAN OR £0UAL TO 2' BETWEEN ft CR4~--__ PADS Will BE CUT VERTICAL. ________ .).~ 2 .J-4- 5 6-7 KEY MAP, SECTIONS. SH/IT INO£X ,t DETAILS GRAO/NG PLANS £'ROS/ON CONTROi. DETAH.S EROSION CONTROi.. Pl.ANS ©2003 O'Day Consultants, Inc. NO SCA/.£ (Sl/lttl :4; '/:I; AND 21J 2710 Loker A.venue We9t Suite 100 Carlsbad, California 92006 760-931-7700 Fax; 760-931-8680 LOT UN£ TYPICAL BLOC. FOOTPRINT "'!?; -"' 5' ~ <:, .... 14% MAX AT ST££PEST S/0[ OF ORIITTl/4 Y --, _ __J_.1.,,__-1..4---,,---+--,--'--,,WA""LK,.,........,,R.O. W NOTF: I) LOTS Will SURFACE OR4/N '= CURB &-CIJTT[R 2) TYPICAL LOT ORA/NACE PER CS-15. TYPICAL LOT DRAINAGE DETAIL Civil Engineering Planning Processing S1.1rveying NO SCALE DESIGNED BY: ~K.H=•--DATE: JULY 2002 DRAWN BY: J.S., N.C. SCALE: ~ SHOWN PROJECT MGR.· K.H. JOB NO.: 98-1020 1-----------------1 P. ENGINEER OF WORK: KEITH W. HANSEN NO SCALE (STREET' :4J AS-SUILT PAVEMENT se::noNS ROCI< RIDGE 1'.0AD 10•30 TO liol-00 " l(.tOO TO :U+o:> " :2.2,100 ro 21,,+!.0 II :2t,,t5o,o 3ot"k, PEBBLE STREET' ALL-STATIONS SAND COURT " " r::LA T ROCK. ST. ,, II "AS-BUILT " ,x EXP. (, (3o /()¥, I I (o/4/4<, 7 DATE ,,/z/o,f DATE 4" PCIC,.5" AGG P.rlSI'!-1:2. R-VALUE. 4" AC/4" " " u " 4-''AC/4' II ,, 72. .. 4"AC/4-' /I I I (;O " 4"AC/-I" II I/ ~ II 4"AC/4" II " (.,1 II 4 11AC/4" .. ,, l.B " ~ ,_.r i7S NOTE!! ll£CTRONIC OATA Rl£S AR£ FOR REfERENCE ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL OR o,,rn TlCAl Sl/Rl-1:Y CONTROi. BENCHMARK: DESCRIPTION S.TANOARO /,f-10 ST!?£IT CENTFRI.INE /Jell MONWENT LOCATION: C£NTERilN£ OF ll CANINO REAL AT ENCINEER's STATION 454+92 P£R R.S 1800-f RECORD FROM: CO/JNTY BENCH lE//El.S (NO. COUNTY '£RT. CONTROi.. OA TA) ELEVATION: 68.479 DATUM: NG'ID OF 1929 If: T, I -:::::--[ - -IT = = IX:: = = = . I -...... ...... 1 1 t-iEB---: EB: EB i1 1 I l'rfffe1~K i,R.OH. L!Nti 11 I 1-<1 uNr I I e-J L :1 ,1,1 I I lV1 • 2% / J : 1% $ LEVEL : /% I I ~ lf--(J'I I I 111 1 ~ l I I l----f-8LAOlV SWALE I I ~ I/ I I I I I I i':l 'L<i t i _ I I l ! !1 1 L1fil I EB I EB v-1 ~--4= J=--=--=-:.:-::..·£:?£[ l}fRMl!!_ETA!l __ -~~I I EB PAO CERT/FICA/ION SHOTS t I' MEASURED FROM BACK OF CURB CRAOJNC DETAIL C0-1 . ~ -~ . NO SCA/.£ !" ,• ~V,L;:;~u1u1~ ~J> ()l•ll l. ,i,4 ~ .HUNSAKER ,..._ j ii .& :,>, (;:r ~ ~f-~~~½TES ~ " NO C-48670 SJ Exp. 06-30-06 10119 HU!NNIKENS ST. ~ °q~ CIVIi- r l A N M I N (; SN-I Dtl!C,(), C\ '2121 ~ &NC::INEEIINC: PH"U8).551MSOO -,Q..'t:;:' , SUIVEVINO l'X(8'8)!198-1.U.4 ~ o,· I" .,··.,/' .. ,, .,. --- '\. I S2ET I CITY OF CARLSBAD [SH7TS I ENGINEERING DEPARTMENT GRADING l't.ANS FOR: Vil.I.AG£ :f' KEY MAP, SECTIONS SHEET INDEX AND DETAILS ... APPROVED ,4 ii: ""If'-11 :i K ,...C LLOYD B. HUBBS ~~:S RCl 238--EXf-' ts 12-31-05 Cln' ENGINEER L>AfE. lo(.· ' /2. '-NI /1\ ,4<;.-~t/ll, r -Al&W e.t'), ~ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:. ~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-02 403-lA G: \'.)[::>K\f:'IW,J\ 981070\cw:· \•::AL /I.VI__ U,\98?0f<G02.DWG 2·-· J-20J3 2: 10: 00 pm XRE"S: 98:00kS""R; 9B207::TR: 98207J"L: 982Ckutl: 9828K~e.P; 9820KG 040803 \ \ \ \ I I I \ \ I I I I ©2003 O'Day Consultants, Inc. NOTE ll £1.ECTRONIC OATA flt.£S ARE FOR /?£F£R£NC£ OM. Y ANO ARE NOT TO 8£ /JSEO FOR HORIZONTAL OR vV?llCAL SURVEY CONTROL (1NOTE: IMPROVEMENTS FOR TAJIAHACK AVENUE, HARWfCH DRIVE. Bl/Jfr COURT. lill/JS WAY, CAY DRIVE ANO COASMEW COURT ARE PER 0/Wi. JOJ-2 NOTE,· CAlJTJQN !! U) EXISTlNC .aNT /JTTLITY l1?ENCH t 10' ? 20' tff 80' SCALE: 1 " = 40' 2710 Loker Avenue West Suite 100 Carlsbad, Colifomia 92008 760-931-7700 FolC: 760-931-8680 Civil Engineering Plonning Processing Surveying DESIGNED BY: _,_,K,...H.._. -- DRAWN BY: J.S. N.C. PROJECT !AGR. · K.H. ENGINEER OF WORK: DATE: JULY 2002 SCALE: 1 • • 401 JOB NO.: 98-1020 '"AS-BUILT ~U_£_'}'~ EXP (e (.3o/t>(p :, //' / ,_J.! .. \ ,,--::; BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD M-10 SmEET CEN1ER!.IN£ #EU MONIAIENT CENTERLINE OF El. CAl,f/NO REAL AT ENCINEER's STA TlON -154+92 PER R.S 1800-1 COUNTY BENCH I.EW/.S (Na CO/JNTY ££RT. CONTROL OATA) 68.479 OAllJM: NC>fl OF 1929 .l-. ··-rt --421J'S 11 -----jzj.92-~, -~S! ,--~.. f',G \ ~ --~G-s~ t...::: ·0 SJ -' i / / I SH3EET I CITY OF CARLSBAD 1-----1------1-------------------+----+---+----+------1 ENGINEERING DEPARTMENT 1-----1------1-------------------+----+---+----+------1 I SH7TS I GRADING PLANS FOH: Vlll..4fJ£ :\" GRADING PLAN APPROVED 11..r, IV81/ .e.o.w. ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: PROJECT NO. C.T. 01-02 DllAWING NO. 40J-1A G: \SDSK\PR0J\98' C2C\0'iVC\CA _ _I, V[R A \93?0KC0J.D'I\IG 2-' 4~ ?C0J 8: 52: J' cm X~EFS: ~!8207ul'; 98/r,,c::,TR; 98)0,C, Tl, 9R/OKG; 98/0kqrd: 9820KMAP; 98207ST~; 9828TP05-· A Oli0803 57 ..., 56 -:-... V, I ·. I --. '\ I re I I lb-T1\ - I i ~\ IP+t' \ ~ \ ;:s 5.'J ~ \ \ \,. / ,, _,..,~ ,~\ ' l3 ©2003 O'Day Consultants, Inc. 16 425.lJ 4J' i \ \, I I lJ 426.9 70 425.5 1J 1,f. 421.8 426.6 F 15 427. 1 35' C~~TS 2710 Loker Avenue West Civil Engineiering Suite 100 Planning Carlsbad, Colifomio 92006 Processing 760-931-7700 Surveying Fax; 760-931-86B0 DESIGNED BY: K.H. DRAWN BY: J.S., N.C. PROJECT MGR.· K.H. ENGINEER OF WORK: J!dt .. KEllli W. HANSEN 11 424.2 + DATE: JULY 2002 SCALE: 1· • 40• JOB NO.: 98-1020 10 423.f I'-_; \ ' ' \ \ \ ) / / \ 9 4222 ' \ r ' .: r / ' { ' • ,, ' " 7 419.3 "AS-BUILT ~~~ __,,,~ijor P~; EXP ~-L3(Jil!JL DATE V D Y: 0 DATE: Z//1/v A/ .,f ,It_-" ;,b/of '1NSPEl:'.TOR RCE: 602 DATE ---·-------,-,----- 5 20' 18' SCALE: 1' = 40' NOTE!! ELECTRONIC !)A TA FllE'S ARE FOR REF£RENCE ONl Y AN!) ARE NOT TO 8£ USE!) FOR HORIZONTAL OR ',V?T!CAL SURVEY CONTROi. BENCHMARK: DESCRIPTION: LOCATION: STANOARO 1,1-10 STREET CENTEJ?UNE Hfll l,IONIJl,f£N T C£Nl£J?t./N£ OF El CA/,1/NO REAL AT ENCINEER's STATION 451+92 PER R. S 1800-1 80' RECORD FROM: CO/JNTY 8£NCH L£1f1S (NO. COUNTY 1£RT. CONTROL. OA TA} ELEVATION: 68--f19 OA TIJA/: NG'AJ OF 1929 NOTE: CAUllQN !! Qi EXISTING JOINT Ulll!TY TRENCH NOTE: - ,~ VILLAGE 'K' CUL-DE-SAC TO TAMARACK AVE. SIDEWALK TRANSITION SCALF: /" = !O' ( ' . . ",_,.~ ,, __ ---... __ ,. -. ·-' ',, -'" ', . -·. ' -~-"'-,, __ ·-' ,_ ,-~-·-. ''\. . . ' '. ·, ' ·, ' ·,, •,, " \, \ ', ·. \ . ' ' \ \ \. ' \ \ HUNSAKER & ASSOCIATES Sii.N DIEGO,INC. 10179 HLJENNEKE~ ST. 11,/PRO'IEJ.IENTS flJR J;,l,l44,lil4CK AW/J<, H4RWICH OR/VE, Bl/JFF COURT, TALUS WAY, CAY OR/VE ANO CCMSWIEW COURT AR£ PER OWG. .10.J-2 P L A N N I N r; SAN OlfCO, 0. 92121 ENGINEE~ING PH(8581558-4SOO SU It VE 'I' I 1'' G fX 18581558-1414 10' 2% SECTION A-A NTS SECTION 8-8 NTS CUL-DE-SAC -+-- CIIL-OE-SAC -+---- I SH4ET I CITY OF CARLSBAD SHEETS 7 ENGINEERING DEPARTMf.NT ·--·-···-· GRADING Pl.ANS FOIi: Vlll.40£ ~ GRADING PLA.N ., .. APPROVED • 'o/..)o/,;,+ RL,tf /. AS-B/.lll-T, New E-"•W, k'' ~.,,._,.~ A,,tllOYD B. liUBBS -¥~~2_ r'.;1~2-3)...3. eLf/. cu.:e, f'-£:.T"U¢.Nb, v'Ec.lVE:O\V.dY6, rr::r, ~Mr, -~ -;w I RCE 238 EXPi~1-05 CITY ENGINElcR DAE - v_ I <c>Tf1.£:.i::f L-1 tf Hf t f'Av' BWV. .L. DWN BY: DATE INITIAL PROJECT NO. DRAWING NO. DATE INlTl.4,l DATE INITIAL CHKD BY:~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-02 40J-1A G: \SDSK\,PROJ\981 D20\DWG\CA.LAVI: -/A \9E20KG04.DWG 2-1 L-2003 8: 46: 01 arr XREFS: 98207utl: 9920KSTR; SB20KUTL; 9870KG; 9870kcnJ; 9520KMAP; 9820/5 IR; 98;,QTP05--A. 040803 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CO/>ITACT IIIARK CARPENTER AT 619-520-9557. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAU. 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. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVE:D OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION 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 WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVE:D GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND 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 PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OT/-/ER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. JO. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIT/-/ J/4 INCH MINIMUM AGGREGRATE. I 1. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVE:RAGE OF GRADED SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSfALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: B. C. 1. ALL SLOPES THAT ARE GRADED 6:1 (HOR/ZO/>ITAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE 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 FLATTER 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. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE 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 TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100-" COVERAGE. b. GREATER THAN B FITT IN HEIGHT SHALL BE WATERED BY A CONVE:NTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE 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. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA "· J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHbLECA g. IT£MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSITDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WITTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. O. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEP£R THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONOITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONOITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAl/>ITAINED 10 PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. ©2003 O'Day Consultants, Inc. PUBUC RIGHT- OF-WAY /"' 8;1-M~INO.: ,~rr-i'f 'J,/1 ,.1. E:XISTING GROUND I 14'MIN. PROFILE PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIA mANSffiON BETWEfN STABILIZED CONSTRUCTION fNTRANCE AND PUBLIC RIGHT-OF - WAY STABILIZED CONSTRUCTION ENTRANCE ~I~: 1,,,111, ,,llJ,,Ul,cpl~~ I" I~ . . J!l;;;ill I II, c,IJ~ill;;;W, .W~i--; · 4 • VERTICAL FACE fMB£DDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---.. Fl.OW ----1► ;~·{~~? r~_,%fi _ ;~,,--- ,. ~ WIRE OR Mt.ON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS,STEEL PICKETS,OR 2"X 2• STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAIL • DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE I. SET POSTS AND EXCAVATE A 4 9Y 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO Tl-IE POSTS. ~ ,,--,,·'' ~~ ~ 1}!1 1111 4 IN (10 CM) J. ATTACH Tl-IE FILTER FABRIC TO Tl-IE WIRE FENCE AND EXTEND IT INTO Tl-/£ TRENCH. 4. BACKFILL AND COMPACT Tl-IE EXCAVATED SOIL. SILT FENCE 9 IN (2J CM) MIN. 2 FT (0.6 M) EARTI-/EN RIDGE UNLINED SWALE & BERM FILTERED WATER GRAVEL FILTER ,. RUNOFF ~ 11~1'~111u111~111~11i1 111~11 11~ ~" WATER WIT/-/ ·=1 I ..I I =I I l=:c, I 1=0•1 1 ·11 " • DROP INLET WIT/-/ GRATE SEDIMENT ··,, 11=111 •111•=•111=•1 I' b ·,11=11. II a SEO/MOO CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WIT/-/ GRATE COMPACTED SOIL TO PREVOO PIPING STAKEO STRAW BALE RUNOFF WATER .....,r,,L,L. FIL TERFJJ ~WITH SED/MfNT m1r,.in-n,i £ATER n -Tf==lil. II I '1 I I 1'.~·y..,:..::/.:..:....:..:...:.:. . , 1 •:. I ·. /\ . I 0:\ __ ,.' '' ,--. - STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS Fl.OW HAY BALE SILT BARRIER - GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEfN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 0 0 0 0 0 0 0 0 0 0 0 0 4'-6" LOGS 11 r1 l I " LOG CHECK DAM LEGEND A POINTS A SHOULD BE HIGHER THAN POINT 8 HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) (A) ~-~·- COARSE AGGREGRATE "" ~ .. )"'"' a I (B) L=DISTANCE SUCH THAT PO/N1S A AND B ARE Or EQUAL ELEVATION GRAVEL CHECK DAM FIBER ROIi 4" MIN. DESCRIPTION STABil.!ZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLlNED SWALE & BERM D-'75 UNED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMlTS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP HYDROSEED FIBER ROLLS /2" MIN 3/4"x3/4" WOOO STAKES MAX 4' SPACING VERTICAL SPACING VARIES BETl'IFFN 8° TO 10' NOTE: INSTALL FIBER ROLL Al ONG A LEVEL CONTOUR FIBER ROLL NTS \[,• '<::: . "_,.· .. - ,.,, SET DETAIL ABOVE ?.710 Loker Av,inue We!lt Suite 100 Ccrlsbod, California 92008 760-931-7700 Fox: 760-931-8680 HUNSAKER & ASSOCIATES SAN f11ECO,INC. 1017'9 HIJEl'fNU(fNSS[ P L A N N I N C. SAN DIEU), CA '12121 E N G I N U It l N (l Pl-I 11153) "l'i&-<ISOO S IJ RV E YIN C Fl( {85111S58--1414 Civil Engineering Plonning Processing Surveying SYMBOL ----- -- ~/ ~/ ~/ ~/ • CXXXXXX:X:X:XXXXJ _ _.. .. ,_ ..... w NOTE!! .QUANTITY 2 EA 1,?25 LF 2,240 EA 48,!I00 SF 1,900 LF ElECTRONIC OA TA FU.ES ARE FDR REFERENCE 0/lll Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SI/RWY CONTROL ©2003 O'Day Consultants, Inc. DESIGNED BY: K.H. DATE: .•. JU~'f .2002 DRAWN BY: _J,_s...Jt(;c_ SCALE: AS SHOWN~ PROJECT MGR.: K,H. JOB NO.: 98-1020 __ ENGINEER OF WORK: ~~--~)/.~-"-•~··-· DATE: ~,N//43 KEITH W. HANSEN RCE: 60223 "AS BUILT" -✓~'= 4{~c,__,, -""2"-L'O"'-EXP. C./,3,,/bl,:,_ Dfo.TE 1-----l--+-----------4---l-----le-----l-----l I SHSEET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ~='....'.::::::========::::'...::====: £ROS/ON CONTHOI. PLANS FOR: VfllAG£ :f' TITLE SHEET APPROVED LLOYD B. HUBBS -f/~11/• "5 CITY ENGIN~ER IJA~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAi. PROJECT NO. C.T. 01-02 DRAWING NO. 40J-1A (;: \SIJ~K \PhUJ\~8' U2C,\fJWl,\Ci\,.A VF.FU\ \9B70KGC5.DWC 2-1-3-20D3 2: 12: 26 pm X~ETS 9820KG 040803 , \ ' \ \ ' ' '\ \ I \ \ ' I I I \ I ' I \ I 1 I \ \ ' I \ I I I I ©2003 O'Day Consultants, Inc. NOTE: 11,(PROVBIEfo/TS FOR ~CK AlfMIE, HAHWICH ORM', Bl/JFF COURT, TALIJS WAY, CAY ORM ANO CQ4S714£W COIJRT ARE PER OWG: 303-2 +-'-------------__J .NOTE!! ELECll?ONIC OA TA FllES ARE FOH REIT!?ENC[ ONl. Y ANO ARE NOT TO BE /JSEO FOR HORIZONTAL OR VERTlCAl SURVEY CONTROi. --""""""'!II()~-" 7'7<Ciiiiiiiiiiiiiii.ii: t 10' f 20' 40' SCALE: 1 • • 40' 2710 Loker Avenue West Suite 100 CorlsbQd, Colifornio 92008 760-931-7700 Fox; 760-9J1-8680 Civil Enginee:rtng Planning Processing Surveying DESIGNED BY: __K,~_ DATE: _ JULY_ 2()()2 __ DRAWN BY: J.S., N.C. SCALE: 1 • • 40' PROJECT MGR.: K.H. JOB NO.: 98-)020 ENGINEER OF WORK: KEmt W. HANSEN RCE: 6022 -- "AS-BUILT " • <Y//,,.,-f- ,,/¥-Df DATE DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANOARO 1,1-/0 STREET CENlET?l/NE WELL l,l{K'{/J/,IENT CEN7lRl/N£ OF EL CAl,I/NO REAl AT ENGINEER's STA TlON 45~+92 PER R. S 1800-1 COUNTY BENCH LEID.S {Na CO(JNTY lfli'T. CONTROi. OA TA) 68. ~19 OA Tl/Al: NC'AJ OF 1929 ENGINEER OF WORK 421.5 20 406.4 ) / _/ \ \ ) ' I EROSION CONTROL PLAN APPROVED G: \SDSl<:\~)RUJ\~81 D/0\l)'N(;\c/\! A\/P~A \9820KC06 DW::_', 2-13--2JC3 2: 42: 3E pm 1/ \ \ I SH7TS I XREFS: 9d20/lJ~I; 9820KSII·~: 982DKUTL; 9g20KG; 9820kgrd; 9820KM.A.r; 98207STR; 9B20P0,'.'1-A; 9820K'.JW 040803 ----/ / ___ .,,.,..,. • ,/ ' ~. . ©2003 O'Day Consultants, Inc. "AS-BUILT 0 ./~~ DESIGNED BY: K.H. DATE: JULY 2002 alf,l'\,A ~ r ,«◄,:v..__ PROJECT MGR.·~K-~H. __ JOB NO.: 98-1020 - - -~ :? DRAWN BY: . _ J.S .. N.C. SCALE: 1" • 40' ~ / L,,,-?'J _L__ -----=c----=o----ccN----=s~u~~L-T~~1:N'c---cT~s~-1-----------------1 'P .. 48~10 EXP & /3o/o(q 2710 Loker Avenue West Suite 100 Carlsbad, Callfomlo 92008 760-931-7700 Fax: 760-931-8680 Civil Engineerin-g Planning Proce9sing Surveying ENGINEER OF WORK: " DATE ,,/4,/4( DAT BENCHMARK: DESCRIPTION: STANOAR/J M-10 STR!IT C£NTFRI.INE HEll l,((}MJM£NT LOCATION: CENTFRI./NE OF El CAMINO REAL AT ENCINEER's STAllON 45-1+92 PER R. S f 800-f RECORD FROM: COIJNTY IJ£NCH lEITT.S (NO. COUNTY ~T. CONTl?a. OA TA) ELEVATION: 68.179 OATIJM: NCW OF 1929 10/.J4-'09 RL.k-1 DATE INITIAL ENGINEER OF WORK I I SH7ET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 7 £HOS/ON COlm{(){, Pl.ANS FOR: 'Ill.I.A(;£ :f' £ROS/ON CONTROL PlANS APPROVED Lf $2:"~~,.-'1 JWLL0\1) 8. HUBBS .v~~~ /1\ AS•/31,//L..t, Nc:cW ,:;;c.,O,vv. RCE 23BBrEXPIFi•---:-12-l-05 CITY ENGINEER --DTE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION CHKD BY:~ C.T. 01-02 403-lA OTl-lER APPROVAL CITl' APPROVAl_ RVWD BY: ____ I , . G: \'.;,C'.)K\P~O,J\981020\0WG\CAU\VERA\-:i8/0KGC7.[,WG 2-13-20CJj 2 43: JS prn XRIJ"S: 982CJutl; 9,'l?OKSTR; 9R20KU IL: 9820KG: 982CKGRD; 9820KMAP; 9820/S iR; 9S20TPD5-/I; 9820kero