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HomeMy WebLinkAboutDWG 403-6A; CT 01-01; CALAVERA HILLS VILLAGE L-2; 01-05CJW)JNC NOTES (IN ADD/110N TO TH£ REQUIREMENTS OF CHAPTER 15.16 OF lHE CARLSBAD MUNICIPAL COD£) f. THIS PLAN SUPERSEDES Ali OTHER PLANS PRflfO/JSL Y APPROVED BY lHE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAil€ ANY PORl!ON OF TH£ CARLSBAD MUNICIPAL CODE, RESOI.Ul!ON OF CONDll!ONAL APPROVAL, CITY STANDARDS OR OTHER ADO!l!ONAL DOC/JMENTS USlED HEREON AS THEY MAY PERTAIN TO l!-1/S PROJECT. 1HE ENG!Nfr.71 IN RESPONS/Bl£ CHARGE SHALL RflfSE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RWEvf THE OEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECllON OF ElrRORS AND OMISSIONS DISCOl!EREO D/JRING CONSlRi/Cl!Ofl. All PLAN REVISIONS SHALL BE PRWPll Y S/JBMITTED TO l!-IE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER MU BE REQIHRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERllRCATE OF INSIJRANCE MUST BE RLED NAMfNG THE CITY OF CARLSBAD AS AN ADD!llONAl INS/JRED ON THE PERMITTEE'.S POUCY IN THE M/Nfl,(IJM AMOUNT OF 11,000,000.00 FOR EACH OCC/JRRENCE OF UABIUTY. THE INSURANCE COMPANY M?lllNG THE POUCY Mt/ST HAVE A RAllNG OF ':4' ANO A SIZE CATEGORY OF aASS VAS ESTA8LISH£D BY "8£sfs" KEY RA llNG Gl/10£ 5. UNLESS EXEMPTED BY SECl!ON 30l.(b)5 OF THE LIN/FORM 8/JILDING CODE, RETAINING WAi.l.S OUTS/OE OF PUBLIC RIGHT OF ~ Y REOIJIRE SEPARATE PERMITS FRW THE BU/WING DEPARTMENT 6. NO WORK SHALL BE COMMENCED /JNTll All PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF !HES£ PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNT!l. THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VAUD GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS IWlL BE MADE TO THESE PLANS l'f!THOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED !lfTHfN l!-IE REWSION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE llllE SHEET 9. ORIGINAL DRAl'rfNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BE/NC SIGNED BY THE CITY ENGINEER. !a THE ORIGINAL ORAYtfNG SHALL BE REVISED TO RmECT AS-BUflT COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY iHE CITY. fl. ACCESS FOR RR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAIN£!) TO THE PROJECT SITE AT Ail l!MES DURING CONSTR/JC110N. 12. WHERE Tl?ENCHES ARE MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTlON CURVES, SHALL BE SUBMIT7EIJ BY A PROFESSIONAL ENGINEER OF THE Sl:4 TE OF CAUFORNIA, PRINC!PAil Y DOING BUSINESS IN 1H£ REI..O OF APPLIED S0/1.S MECHANICS. THE SOILS REPORT Will BE SIJBl,f/TTED TO THE CITY ENGINEERING INSPECTOR l'dTHIN TIIO MJRKING DA Y.5 OF THE COMPLEllON OF RELJJ TESTS. ',,fl,',"< 13. A SOILS COMPACTlON REPORT ANO COMPlfANCE VER!RCA TlON REGARDING ADHERENCE TO RECOMMENDA l!ONS 0/JllJNE[} IN THE SOILS REPORT IS REOIJ!RED PRIOR TO THE ISSUANCE OF A BI/ILDING PERMIT. Ail CONTROLLED GRADING SHAl.l. BE DONE UNDER THE DIRECl!ON OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINC!PAll Y DOING 8/JSINESS IN THE REI..O OF APPUEJ} SOILS MECHANICS. All f7I..L OR Fllll/RE Rll AREAS SHALL BE CONSTR/JCTED IN ACCORDANCE l'tfTH THE CITY OF CARLSBAD STANDARD SPEC/RCA TlONS ANO THE • EARl!-IWORK SPEC/RCA l!ONS • ATTACHED TO THE PREl.11,1/NARY SO/lS INVESllCA 110N. DAILY f7E1fJ COMPACllON REPORTS Mil 8£ S/JBMITTED TO THE PROJECT INSPECTOR. t 4. A PRFCONSlR/JCJJQN NEFllNC SHAU BE HELD AT 7HE SllE PRIOR TO THE BFGINNINC 0£ m'i'll'. AND ,MAit BF ATTFNIJF!J BY Ali REPRFSFNTA T!WS RESPONS/Bl£ FOR CONSJRUCllON. INSPEC710N. SlH"t7i'lfSI~ 1ES77NG ANO All Q7HfR AS"PEC/S OF THE /!Wk'. !HF CONTRACTOR SHALL CHEJ)/J{£ THE Mti.ttNG THROUGH THE PEl?M/T CLERK (760) 438-3891 AT LEAST RVE(5) IKJRKING DAY.5 PRIOR TO STAR77NG CONSTRUCllON. APPROVED DRAHfNCS Ml/ST BE AVAILABLE PRIOR TO SCHEOUUNG. THE GRADING PERI.Ill MLL BE PROV/OED BY THE PROJECT INSPECTOR AT l!-IE MEEllNG. 15. All INSPFCllON RFQUESTS OlHER THAN FOR PRECONSlRIJCllON AIFEllNG /lf!.L Bf MAIJF BY CA!l!Nfi TH£ FNGINFFRING 24 HOUR INSPFCllQN RFQ(JFST L/Nf AT {76(2! 438 389l !NSPECl!ON RFO/JESlS MUST BE RFCfJVED PRIOR TQ 2: 00 P.V. ON THE DAY BEFORE THE INSPECllON IS NEEDED. !NSPECllONS IIILL BE MADE THE NEXT WORK DAY 1/M.ESS REQIJESTEO OTHERWISE. REMSTS MADE AFlER 2· 00 P.M. l'tfl.l. BE SCH£0(jl£f) FOR TWO Rill IKJRK DA IS LATER. 16. THE 0/WER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY DEvTCES. INCLUDING SHORING, AND SHALL BE SOl£L Y RESPONSIBLE FOR CONFORMING TO All LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANO ARDS, LAWS AND REG/JLA 1!0NS. 17. THE CONTRACTOR SHAl.l. CONFORM TO LABOR CODE SECllON 6705 BY SUBM!TllNC A OETA!l PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOMNG l!-1£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROWSIONS TO 8£ MADE OF WORKER PROTECllON FRO/;f THE HAZARD OF CAV!NG GROl/NO DURING THE EXCA VA TlON OF S/JCH Tl?ENCH OR TRENCHES OR DURING THE PIPE INSTALLA 110N THEREIN. THIS PLAN WST 8£ PREPARED FOR All Tl?ENCHES RV£ FEET (5') OR MORE IN OEPl!-1 AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO D'CA VA l!ON. IF 7HE PLAN VARl£5' FROM THE SHORING S"fS'fEA{ STANDARDS ESTABUSH£D BY THE CQNSTR/JCllON SAFETY ORDERS. llll£ 8 CALIFORNIA AOMIN/STRA llVE CODE. THE PLAN SHAil BE PREPARED BY A REGISlERED ENC/NEER AT 7HE CONTl(ACTORS EXPENSE. A COPY OF THE OSHA EXCA VA 710N PERMIT MUST BE SUBMIT7EIJ TO THE INSPECTOR PRIOR TO EXCA VA TfON. 18. NO Bl.ASllNG SHALL BE PERFORMED UNlll A VAUD BlASllNG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. S/18/T APPI.ICA TlON FOR 81.ASllNG PERMIT W£l.L IN ADVANCE OF THE SCHED/JUNG OF 81.ASllNG OPERA l!ONS. 19. IF ANY ARCHAEOLOGICAL RESO//RCES ARE DISCOvfJ?ED /WlHIN ANY WORK AREA DURING CONSTR/JCllON, OPERA llONS Mil CEASE fNJ}IA lfl. Y. ANO THE PERMITTEE Wll.l. NOllFY THE CITY ENGINEER. OPERAllONS Mil NOT RESTART UNlll 1ll£ PERMITTEE HAS RECEIVED WRl77EN Al/THOR/TY FROM THE CITY ENGINEER TO 00 sa 2a Ali. OPERA llONS CONO/JCTED ON THE SITE OR A[),IACENT THERETO, INCL/ID/NC WARMING UP, REPAIR, AliWIVAL, OEPAR11JRE OR OPERAllON OF lRUCKS, EARTHMOVING EQ/J!PMENT, CONSlRUCTlON £0/.IIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHAl.l. 8£ LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY 1HRIJ FRIDAY AND NO EARTHMOVING OR GRADING OPERA l!ONS SHALL 8£ CONDUCIED ON WEEKENDS OR HOUOA Y.S: (A UST OF CITY HOUOA Y.5 IS AVAILABLE AT THE ENGINEERING DEPARTAIENT COl!NiER.) 21. ALL OFF Sl7E HAUL ROUTES S/{Al.l. BE SI.JBI.IIT7f/J BY 7HE CONlRACTOR TO l!-1£ CITY ENGINEER FOR APPROVAL TWO F//1.1. WORKING OA IS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAIN£!) FROM, AND JIIASTE MA lER/Al SHAil 8£ OEPOSllED AT, A SITE APPROVED BY THE CITY ENC/NEER. TH£ CONTRACTOR SHALL BE RESPONS/8!£ FOR ANY DEBRIS OR DAMAGE OCC/JRRINC ALONG 7HE HAUL ROUTES OR Ao.MCENT STREETS AS A RESULT OF THE GRAD/NC OPERAllON. 23. BRUSH SHAil 8£ REMOVED ONLY lfflHIN THE AREA TO BE GRADEl). NO llfEES ARE TO BE REMOVE]} /JNLESS SPEC/RCALLY NOIED ON THE PLAN. 24. All AREAS SHALL 8£ CRADEl) TO DRAIN. GRADING RES/IL l!NG IN THE PONO/NG OF JIIATER IS NOT PERMIT1ED.'7W,_EARTHEN SJIIALES AND DITCHES SHALL HAVE A MINIM/JM ONE PERCENT SLOPE. . 25. !HES£ PLANS ARE SUBJECT TO A SIGNElJ AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOMI ANO AS APPROVED BY 1HE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. All SLOPES SHAU 8£ TRfMl,f[JJ TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS S£Cl!ON. 1ll£ SITE SHAU BE LEFT IN A NEAT ANO ORDERLY COND/110N. Ali. STONES, ROOTS OR OTHER DEBRIS SHAil BE R0,!0VED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENC/NEER. 27. All SLOPES SHAU BE !RR/GA TED, STABll!ZED, PLANTED AND/OR HY!JROSEEOEJJ WITHIN TEN (10) DA Y.5 OF THE llME ilffEN ~ SI.OPE IS BROUGHT TO GRADE AS SHOHN ON THE APPROvE!J GRADING PLANS. CA SBAD CALAVERA 28. LANDSCAPING SHALL BE ACCOMPUSHED ON All SI.OPES AND PADS AS REQ/J!RED BY 1ll£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAMNG NO. 403-6L, AND/OR AS 0/RECIED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPUCANT SHALL INSURE THAT All CONlRACTORS SHAl.l. COOROINA TE THE WORK OF THESE GRAD/NC PLANS YlflH THAT SHOIIIV ON BOl!-1 1ll£ LANDSCAPE ANO !RR/GA 110N PLANS ANO THE IMPROIIEMENT PLANS AS REQl!fREO FOR 1ll!S /I/ORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL llME REQ/J!REMENlS. 3Q STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE Hfl!-1 A MINIM/JM D-LOAD OF 1,35a FOR PRIVATE STORM DRAIN PIPES, UP TO 15' PVC MAY 8£ Ul!LIZED PROVI/JED DEPTH IS LESS THAN 15 FEET AND BACKRLLED HfTH 3/4' ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOUO W,All PIP£ 31. HMER£ AN EX!Sl/NG PIPE /JIVE IS TO BE ABANDONEO AS A RESl/l T OF THE GRADING OPERA 11/JN, IT SHALL 8£ REMOVED HfTHIN TWENTY FEET OF Bl.lflDING OR SlREET AREAS ANO REPLACED MTH PROPER£ Y COMPACTED SOILS. IN 01llER AR£4S THE PIPE Ml1 BE PLUGGED llfTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32 THE CONTRACTOR SHALL ',€!?/FY THE LOCATION OF Ali. EX!SllNG FAC/1.!llES (ABOVE GROIJNI) MID /JNfJ£R GROUND) lltflHIN THE PRO.ECT SITE S/JFRC!ENll. Y AHEAD OF GRADING TO PERMIT THE REV!SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACllJAl LOCAllONS ARE IN CONRJCT MTH THE PROPOSED WORK. 33. TH£ CONTRACTOR SHAil NOT!FY AFFECTEO Ul!UTY COMPANIES (SEE BELOW) AT LEAST 2 F/Jll WORKING DA J'S PRIOR TO STARllNC GRADING NEAR 1llEIR FACIUlJES ANO SHALL COORDINATE THE /I/ORK HfTH A COMPANY REPRESENTA 11/IE UNl)£RGROUNO SERVICE ALERT SOC&£ PAC/RC 8El.l. AOELPHIA CABl.EWS!ON CITY OF CARLSBAD(STREETS & STORM DRAIN} CITY OF CARLSBAO{SFYIER, WATER & RECLAIMED· WATER) 34. PERMIT COMPUANCE REQ/J!REMENTS: 1-800-422-4133 (619)696-2000 (800)750-2355 {760)626-62!}9 (760)267-3777 (760}839-4681 A. FOR CONTROt.J..EIJ GRADING THE APPlfCANT HIRES A CIV!l. ENGINEER, SOILS £NC/NEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONlROL 1ll£ IKJRK IN PROGRESS {15.16.120 A.8/ CARLSBAD MI./N!C/PAl CODE. 8. PRIOR TO RNAL APPROVAL OF A GRA(JING PfRl,(IT-THE FOLLO/'tfNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER 11A THE PROJECT INSPECTOR {15.16. 120 A.10/ CARLSBAD MUNICIPAL CODE.· (1) RNAl REPORT BY SUPERVISING GRADING ENGINEER STATING Ali. GRAOING IS COMP!.DE All EROSION CONTROL, SI.OP£ PLANllNG ANO IRRIGA 110N ARE !NSTAl!E) IN CONFORMANCE WTH CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPUANCE LETTER FROM CITY ENGINEERING OEPARlMENT). (2) AS-8/JIL T GRADING PLAN. (3) REPORT FRW THE SOILS ENGINEER, IIHICH INCLI.JOES RECOMMENDEl) SOil BEAR/NC CAPAC!l!ES, A STA 1EMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIE1.D ANO LABORATORY TESTS. THE REPORT SHAl.l. ALSO INCLUDE A SllJJEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE R£QIJ!REJIENTS ANO RECOMMENDA llONS 0U1lJNEJ) IN THE PRElfMINAR Y SOILS REPORT AND ANY S/JPPLEMENTS THERETO. (4) REPORT WTH AS-Bllll T GEOLOGIC Pl.AN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR 1lllS PROJECT IS ISSl/£0 llfTHfN ONE (l) lf"AR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESIJBMIT7EIJ FOR PLANCHECK. PLANCHECK FEES Mil BE REWIRED FOR ANY S/JCH RECHECK. 36. THE SOILS REPORT llll£0 /JPOA lf OF GEOTECHNICAL REPORl CALA IO?A HD(£ 141,LAGE i 2'. CITY OF CAR5{(1AO. CALIFORNIA DATED OCl 2(J, 1999 PREPARED BY GEQSOILS, INC. SHALL BE CONS!IJERElJ AS A PART OF THIS GRAD/NC PLAN. Ali. GRADING SHAil BE DONE IN ACCORDANCE IWTH THE RECOMMENIJAllONS AND SPEC/RCAllONS CONTAINED IN SAID SOILS REPORT. ENG/NEEB NOTES 1. REVISION OF THESE PLANS MAY BE REQIJIRE!) IF THE PROPOSE/) IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROIIEMENT AGREEMENT. 2. THE EXISTENCE ANO LOCA l!ON OF Ul!lJTY SlRUCllJRES AND FAC!UlJES SHOWN ON THE CONSTRIJCl!ON PLANS WERE OBTAIN£IJ BY A SEARCH OF THE A VAILABL£ RECORDS. ATTENllON IS CALLED TO THE POSS/Bl.E EXISTENCE OF OTHER Ul!UTY FAC!LlllES OR STRIJC11JRES NOT SHOIIW OR IN A LOCA TlON DIFFERENT FROM THAT SHOIIIN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUl!ONARY MEASURES TO PROTECT THE U7JU11£S SHOW!v ON THE PLANS AND ANY OTHER EX!SllNG FAC!Ul!ES OR STRUCl/JRES NOT SHOJ1IN. 3. THE CONJRACTOR SHALL l/£RIFY THE LOCAllON OF All EX!SllNG FAC!UllES (ABOVEGROIJNI) ANO UNDERGROUND) IWTH!N THE PROJECT SITE SumetENllY AHEAD OF THE CONSJRUC710N TO PERMIT THE REVISIONS OF THE CONSlli'IJCllON PLANS IF IT IS FOUND THAT THE ACll/Al LOCA TJONS ARE IN CONRJCT WITH THE PROPOSED lm'i'K. JJECLABATION OF RESPONSIBLE CIIABCE I HEREBY DECLARE lHA TI AM THE ENG/N££R OF /I/ORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONS/Bl£ CHARGE 01'£R THE DESIGN ON THE PROJECT AS /JEFlNEO IN SECl!ON 6703 OF THE 8/JS/NESS ANO PROFESSIONS CODE, ANO 1llAT THE DESIGN IS CONSISTENT l'di'H · CURRENT STANDARDS. .•< I /JNDERSTAND THAT THE CHECK OF PRO.ECT ORAIWNGS ANO SPECIRCAl!ONS BY THE CITY OF CARLSBAD [J(J£S NOT RElfEVE ME, AS ENGINEER OF WORK, OF MY RESPONS!B!LlllES FOR PROJECT DESIGN. O'oAY CONSULTANTS, INC. 2770 LOKER A',fN/JE WEST, S/JllE 100 CARLSBAD, CALIFORNIA 92008 (760) 931-7700~ _.L.~~'5:'._~~~-~~~~-:::::::::,~0A~ 2/z/43 KEITH W. HANSEN R. C.£ NO. 60223 EXP. 6/.J0/04 TRACT HILLS 0. C. T. VILLAGE 01-01 1.-2' SOILS ENCJNEER's CERTIFICATE ....... . I ( Rf Plt€$6'TI .. ~ ) !, ~Ow. ~e\ ";\ G.6osoil5;:r.,o. . A REG/STEREO C/Wl. ENGINEER OF THE STA,TE OF CALIFORNIA, PR/NC/PALLY DOING 81JSINESS IN THE RELO OF APPLIED SOILS MECHANICS, HEREBY CERT!FY 1llAT A SAMPUNG ANO S11JOY OF THE SOIL CONOll!ONS PREVALENT IWTHIN TH!S SITE WAS MADE BY ME OR UNDER MY DIRECllON J_ETWEEN THE OATES OF oc.-rotxiz. 1 C , ff/ ft ~ Grr t.,-J() Z.7'19-,f 1#_. ___mo COPIES OF 11{£ SO/lS REPORT COMPILED FROM 11{/S SllJO Y, HfTH MY RECOMMENOA llONS, HAS BEEN S(J8/,(IT7ED TO l!-1£ OFFfE OF THE CITY ENGYNEER. ? ~/w O'IYNEB's CERTIFICATE SIGNED: ~/,J. ~ P.£ NO.: </7 /3 e; 7 DATE: RS 121 "Z..oo.3 LICENSE EXP/RA llON OA TE: IL I?. • J O :J I (JI!£) HEREBY CERllFY THAT A REGISTERED SO/LS ENGINEER OR G£0L{)G/ST HAS BEEN OR MLL BE RETAINED TO SUPERVISE OVER-Ail Gl?AOING ACllVITY ANO ADVISE ON THE COMPACllON ANO STABIUTY OF THE SITE. CALA lfli'A H/1.1.S II, 1.1.C A CAUFORN!A LIMITED LIABILITY COMPANY 2727 HOOVER AVENI/E NA llONAl CITY, CA f/1950 (619) 336-3673 BY: Mcl.llll!N COMPANIES, 1.1.C A DELAWARE l.lM/lED lfABll!TY COMPANY ITS.·8:.\4. NAG£R4. ·t I; ,. -~~ -~ DATE.·£•(.-()! N MIUCH ITS: SENIOR VICE PRESIDENT BY.·cl~A.~ATE: Z-G-03 THOMAS A. FIJLLER ITS: SENIOR VICE PRESIDENT CITY OF OCEANS/OE HIGHWAY SITE VICINITY //0 SC~LE MAP /I\ PROJECT LOCATION EAHTHIYOBK OlfANTITIES lHIS PROJECT IS LOCAIED /II/THIN ASSESSORS PARCEL NO. 168-280-49 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N .,IM £ 1677 SO(IHCE OF TOPOGRAPHY TOPOGRAPHY SHOIIIN ON THESE PLANS 1-mS GENERA TED BY SANLO AERIAL SURVEYS, DA TE JANUARY 11, 1999 AND DWG 390-9A. Cl/7: RLL.· EXPORT: .J,500 C. Y. 3,500 G. Y. 0 C. Y. NOTE: THESE QIJANllllES ARE FOR BONDING PURPOSES ONl Y. THEY 00 NOT INCLUDE SH!f!Nl(AGE OR EXPANSION OR REMEDIAL GRAO/NG QUANllllES. ACll/Al Cll)AN1177ES MAY VARY. -,YORK 1'0 BE DONE THE GRADING /I/ORK SHAU CONSIST OF 11{£ CONSTRUC110N OF All CUTS ANO flllS, REMEDIAL GRAO!NG, DRAINAGE FAC!l!llES, EROSION CONlROL FAC!UllES, ANO PLANllNG OF PERMANENT LANDSCAPING ANO PREPARA 710N OF AS-8/Jll T GRADING PLANS, AS-8/J/l T GEOLOGIC MAPS ANO REPORTS, Ali. AS SHO'Mv OR REQIJIRED ON THIS SET OF PLANS ANO 1llE CITY STANOAROS, SPEC/RCA l!ONS, REOIJIREMENTS, RESOLUl!ONS ANO ORO!NANCES CITED ON THESE PLANS. THE GRADING WORK SHAU BE PERFORMED IN ACCORDANCE /II/TH 1ll£ FOLLOWING DOCUMENTS, CURRENT AT THE l1ME OF APPROVAL OR AS DIRECTED BY l!-1£ CITY ENGINEER.· 1. CARLSBAD Mt/NIC!PAL COIJE 2. CITY OF CARLSBAD STANDARIJS. 3. THIS SET OF PLANS. 4. PLANNING COMMISSION RESOLUl!ON NO. 5296. DA TED OCT. 16. 2002. 5. THE STANDARD SPEC/RCAl/ONS FOR P/JBLIC WORKS CONSTRUCllON (GREEN BOOK). 6. SOILS REPORT ANO RECOMMENOA llONS BY GEOSO/LS. INC. DA TED OCT. 20, 1999 llll£0 //PIJA!f OF GEO!ECHMCAL REPORT. CALAIO?A HILLS. /1llAGf 2-2'. CITY OF CAIR'i(B4[!. CAiJF0RNIA 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY l!-IE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL OOCIJMENTS OA TEO JAN. 15, 2002, RESOLUl!ON NO, 2002-016. AND PLANNING COMMISSION RESO/.U110N /5112, DA TED JAN. 2, 2002. T -,;,,r,p.•J1.rn NOTE.· OfJAN1JTf£S SHOWN HEREON AR£ FOR BONO/NG PURPOSES ONLY. .IJ.£,I.T.DJ.fU ACTfJAl OIJAN1JTl£S AIAY VARY. 0£SCRIP1JON STD. /JWG. SYMBOL O!JANlJTY S/JBDIVISION BO/JNOARY. . . . . . . . . . . . . • . . . . . LOT LINES ....................... . PROPOSED CONTOUR . . . . . . . . . . . . . . . . . . . EXISllNG CONTOUR . . . . . . . . . . . . . . . . . . . ------- ,. ~------wa•-···-»•-s--. ______________ i DA YUGHT LINE . . . . . . . . . . . . . . . . . . . . . . _:!I __ -:!'.. --y - CUT/ Rll LfN£. . . . . . . . . . . . . . . . . . . . . ~ II --;c 8 EX/SllNG SPOT ELEVA 110N. . . . . . . . . . . . . . . . . . . . . . . + L,, .-04-PROPOSED SPOT ELEVA l!ON. . . . . . . . . . . . . . . . . . . . ! Cl!T OR f7I..L SI.OPE LINES . . . . . . . . . . . . . . -~-r7y2·f-_ _J _.il :.._ ['. :._ _ PAO £LEVA TION RETAINING WAl.l. (BY SEP. PERMIT} . . . . . . . . . . . DRAINAGE DITCH (075) . . . . . . . . . . . . . . . . . O'ffNERIPEVELOPER: ' CALA vVi'A HILLS If, 1.1.C A CALIFORNIA LIMITED LIABILITY COMPANY 2727 HOOVER A 'i'ENUE NA TlONAl CITY, CA 91950 {619) 336-3673 CJllf]} NOTE NO GRAO!NG SHAl.l. OCCUR 0',€1? EX!SllNC FAC/LlllES HfTHOUT APPROVAL FRW THE DISTRICT. ALSO, Ali. E)f!SllNG FAC!UllES MUST BE KEPT IN SERWCE /JNlTL NEW FAC!UllES ARE INSTAllEI), OPERA llONAl AND ACCEPTED BY C.M. W.O. REFERENCE BBA.1'/NCS 390-9 .J90-9A 403-6 273.1 PAD cmz Mkms& O'oA Y CONSIJL TANlS, INC. 2710 LOKER A~lVt" MST, SUITE TOO CARLSBAD, CAl!F°'fNIA 92008 (760) 931-7700 , 770SF 570 LF ' DESIGNED BY: ~K.,,,H~. ~-DATE: JUNE 20Cl2 271 0 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931 -7700 Fox: 760-931-8680 odoy@od-oyconsultonts.com Civil Engineering Planning Processing SwfVeying DRAWN BY: JS, SS, LT SCALE: ~,S SHOWN PR-OJECT MGR.· K.H. JOB NO.: 98-10.20 ENGINEER OF WORK: )2i,L_ KEITH W. HANSEN DATE: 41/--¾i',,3 RCE: 6022.3 PLANNING DEPARTMENT APPROVAL "AS BUILT" lECAL BESCH/PT/ON LOT 6 OF MAP NO. /'{St// lAAµ,Qw\••!11 We,,, DATE: s /11-/o 3 ~ r e ~ /9'iJA.,, .---C-A_R_L_S_B_A_D_M_U_N_·_IC-IP_A_L_W_A_TE_R_D_IS_T_R_IC-T---l.llICJW!L s. lilllZl(ll.l.ER, !'WINING Dll!EC'l'OR ~&7o EXP <i,/3t>/o{p DATE ~tt .. u;~ . DATE: 5 /S / 03 )DitEWEfe )}Y: I ~ ·~ <: DATE' 0. C;Q1STRIGT ENGINEER R.C.E. 33698 EXP. 06-30-06 DCODINl)El) BY: Ell.;(! /.1<Jivoe., / / // Mt:;~A . ,, (PRlffl' Nm) ,/"'. INSPE~TOR , ,,,/~n-f. DATE WOID /9 37S317517 BENCHMARK: DESCRIPTION: STANDARD M-10 SmEET CENTERLINE WELL MO/VllMENT LOCATION: CENlEl?LINE OF EL CAMINO REAL AT ENGINEER'.S STA 110N 454+92 PER R.S fB00-1 RECORD FROM: COUNTY BENCH LEVELS (NO. CO/JNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATVM: N.G. V.O. OF 1929 ~---+---+---------1----1------l--..+---l I SH,EET I CITY OF CARLSBAD ~ ===.==::E:::N:::G:::IN:::E:=ER::::l::::N :::G :::D:::E:::P:::::A:::::RT:::M::E:::N::::T==:::::.::LLJ:::::::=:::: fJIWJIN(J ,t £HOS/ON ctJN1lrOI. PL4NS FOil CAIAl'EKA HllJ.S Vll.lAGE t-1~ NOTES AND l£G£NO C.T. IJf,-Of AP_;'R~V-ED ar .. -✓ • ·-:: LLOYD HUBBS 4,/,r; lo.;4~.i...11. PE 23889 #XPIRE91"12-31-05 CITY ENGINEER ~ DATE INJTIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ~5~ PROJECT NO. CHKD BY: • .., C. T, RVWD BY: if/ r .. 0f-0f DRAWING NO. 403-6A . G: \SJSK\PROJ\98' 828\DVVG\C/-\LAVE?.~ \982JLG01.0'NG 2-5-2003 2: 24: 18 01: XREFS: 982CL.G I [16241 NOTE// El.£C7l?ONIC OATA f!/.£S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAl SIJRl£Y CONTROi.. PAD C RLSBAD CALAVERA TRACT NO. C. T. HILLS VILLAGE 56' ROW 10' 10' /8' 18' 10' 5.5' 4.5' 4.5' 5.5' 1.5' 1.5' h AC PAVEMENT OvER ~~ APPROltE BASE >,---e.:::2,;-:-~ LEVEL GRADE TO THIS UNE OR PER SOILS ENGINEERS RECOMMENDATION 10' 5.5' CRAMnl COURT (REF: CT 01-01 STREET '.{,) NO SCALE 60' ROW 20' 20' 5.5' EXIST. A.C. PA //EMENTJ\_ 2% 2% --,--=-~ _2% ___ 4= __ zy ~-~~~-< --,===-----+------=====i::rt~ W~CURB_j------------------\__ &, GL!TTER rnsr. SIDEWALK -.... EXISTING CAY DB. NO SCALE TYPICAL STREET SECTIONS 0-75 (TYPED) SLOPE VARIES I FlOllf.lNE ROW 5' 5.5' 4.5' 2% 2% • ..., 0-25 DRAINAGE DITCH TO CURB OUTLET TRANSITION NOSCAI.E R.OW!.INE PAD I HUNSAKER & ASSOCLATES S A N 0 I E G 0, I H C. ~0179 HUB>INEKl:NS ST. pl ANN ING SANOIE00,0.9212~ ENCilNHRlNG PH(858).S56-4S00 5 UR VEY ING FX (858)SSS441al "AS....:BUILT " 0 F,... ,A DESIGNED BY: K.H. DATE: JUNE 2002 ~ -· - / ~ DRAWN BY: J.S •• S.S •• LT.SCALE: AS SHOWN ,,,,./ ~ ~ -~Ad~ -~c~o~N~s~u~~L~T-hc-iN~T=---cs=---f-P_R_o_JE_cr_M_GR_._' _K_.1-1_. __ Jo_e_N_o_.,_ss_-_10_20---1 P.=-7~~xP /4 13olat,;;! I KEP JIAP SCAI.£: 1• = 100' SIIE.E'l' INDEX 1 NOTES & LEGEND 2 KEY MAP, NOTES, Jt SHEET /Nl)£X 3 GRADING PLAN 4 EROSION CONll?Ol DETAILS 5 EROSION CONll?Ol PLAN BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERLINE FELL AIONlJMENT LOCATION: CENlERUNE OF El. CAMINO REAL AT ENGINEER's STA 7lON 4-54+ 92 PER R.S 1800-1 11.:i1 ..... 1~ DATE 01--01 'L--2' ' - ~U/4 //\AS-BU/Lr J1/£W e.o. ,..,_ INITIAL ENGINEER OF WORK REVISION DESCRIPTION GRADE BREAK I I /0' (80' TYP.) 70' /% LEVEL /% fl I I I < 35'-USE VERTICAL CUT 2 35'-USE VARIABLE SLOPE 1tt'* I ~ SIDE SLOPES WITH ELEVATION DIFFERENCE I =:::t=-' ~ TOP OF CURB LESS THAN OR EOUAL TO 2' BETWEEN f 1 GRADE PADS WILL BE CUT VERTICAL. _ i ! f~~---~Ell=-c = F = Ell~= =Ell t I I ,,-FRONT VR.0.H. L/NEI 11 I f' SETBACK : LINE fl lJ / I 1% $ LEVEL I% : ( I I f-<1 t I I !1 I i / I \--(BLADED SWALE I i I I : f---<J LJ.ffi_ EB I EB : t>-i ~---h-J-----,_'L£!:Ef_B~D~'.f.._E~I I 2% EB PAD CERTIF!CATION SHOTS ;/c /' MEASURED FROM BACK OF CURB PAD GRADING DETAll NOSCAJ.E LOT UN£ ~ !% "" ":il Ir !,/IN. ~ ) I l TYPICAL BLOG. I .... 'MIN. "' FOOTPRINT ~1~ I I 5' MIN. ~jl l ~ .._, ~ .._, ~ I\ FF~PAD+0.5' I .._, ~ .._, I "':il ! I \"" ~1~ "' 14% M4X AT SlEEPEST -"" SIOEOFORMWAY a WALK ~ R.O.W. HOfE: 1) LOIS WflJ. Slf!lFACE fJRAIH 2) Tl1'IClf!. LOT IJIWH,l,CE PER GS-15. ~ C/JRB &, GI.ITTER TYPICAL LOT DBAQVAGE DETAQ, NOT ro SCAJ.E w CITY OF CARLSBAD ' ENGINEERING DEPARTMENT 1 sHrs I tilWllNG l lROSIOH CQNl!rOl. f'WIS flJR CALAl'BU !Ill.LS WUAGE t-.1~ KEY :JJAP, NOTES & SHEET /NOD( C.T. 01-,(JI APPROVED 'I ,All !!S; Ill!~ s,,:, . ,:; i!!t LLOYD HUBBS PE 23889~ PIRES 1i!l~1-05 CITY ENGINEER ~roe~ D TE DWN BY: PROJECT NO. DRAWING ~0. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY:, r Al ~ C. T. 01-01 403-6'A G: \SDSK\"'ROJ\981020\DWG\CALAVERP..\9820LGC2.DWG 2-12-2003 2: 19: 40 c:-n XREFS: 9820LG; 98207STR; 9820lSTR; 9820LMAP; 982GLGRD; 982GLUTl; 98207UTL; 982Q-:-;:,o5-A ,,/-- 0624 on ',' i/ /; /! 428.28 X ' . .-1 _;; -------\ j:5: -- \.__ I I I ~ "'-;__, "'\ ~ "' '-r; "'- \ "'- CARLSBAD CALAVERA TRACT NO. C. T. 3 427.7 PAO go• 2 427.7 PAO /01':::::., \ f iJ::,.=3877'00' ' R=12250' -'.L=8f.85' b=18"49'5t" ----::--R=130.00' , L=4273' 20 PIPELINE EASEMENT TO CMMJ F.N. 2638 DATED f/9/1967 HILLS VILLAGE 5: 1 -SLOP£-' ---I 1t21 13 414.0 PAD I I \ \ I \ 14 41f.O PAD \ EASEMENT TO CM/HJ PER ___ _ DATED, __ _ "AS-BUILT DESIGNED BY: K.H. DATE: JUNE 2002 ~ DRAWN BY: J.S •• S.S., LT.SCALE: AS SHOWN ',7~ PROJECT MGR.~· ~K=.H=·--JOB NO.: 98-1020 1------------------< P.E. 48(o70 EXP. <~ I mfo4, ENGINEER OF WORK: 271 0 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92008 Processing DATE NOTE!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO AR£ NOT TO BE l!SEO FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL BENCHMARK: DESCRIPTION: STANDARD M-10 Sll?EET CENTERUNE WEll MONUMENT LOCATION: CEN1ERUN£ OF EL CAMINO REAL AT ENGINEER's STAllON 454+92 PER R.S 1800-1 A· ,_ , DATE 01-01 1--2' ' I I RLNI /I\ AS-.ii.U).lT. A/.{iW .f3-0.I//, INITIAL 760-931-7700 su~eylog t t.l~.J.,,. ,4-RECORD FROM: COUNTY BENCH L£VELS (NO. COUNTY IIERT. Fa,o 760-931-8680 DATE: --~~•.!.c+, CON!ROL DATA) '-----a-da_y_@a_d_ay_=_o_su_1t_ao_ts_,c_o_m ________ _J_;K_;:E:;_ITc:.H:....:..:W.:.... -"HA=-'NSE=· :;_Nc_ ____ _;R.:.C=E:'-=='-'----'---------------D_A_T_E __ __, ELEVATION: 68.479 DAll/M: N.G. V.D. OF 1929 ENGINEER OF WORK REVISION DESCRlPTION - DATE ff 0-75 TYPE 'El' RETAIN/NC WALL PER SEPARATE PERMIT SECTION A-A JJHAINAGE JJITCB JJETAIL EASEMENT NOTES: PURPOSE OWNER CA8L£ TEZEVISION DANIELS CA8L£VISION INC. ( BLANKET IN NA l7JRE-NON PLOTT.48L£) o· 10· 40' 5 20 NO SCALE REF F/N 90-526046 80' REC. DATE 9/26/90 SCALE: 1" ; 40' NOTE: Cf) ll?ANS!T!ON DITCH TO MATCH Cl/RB OUTLET 1.£ SEE SHEET 2 FOR DETAIL GENERAL NOTE: RETAINING WALL lt!LL BE UNDER SEPARATE PERMIT. HUNSAKER L ~ ;s1'~?~~½}'ES)) 10179 HUeNNSCENS 51 p t A ,"I N l N G SAN DIEC(), CA 92121 • ENGINEERING PH (851!) 558-4500 ~ SURVEYING f)( {8S6)556-1<1l'4 / -•"-~ ---·- I SJET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT • ./JfWJING 4 fJlOSIOH aJNl1lOl_ PlANS flJH CALAl'EHA HIIJ.S ~-f-.t''.· GRADING PLAN ' fJ.T. 01-fJI APPROVED.ifY _ • ~"i<-0"'"~ LLOYD HUBBS &-,eJ/,-;,3 PE 23889 :,,,, -PIRES1 31-05 CITY ENGINEER 7 DATE PROJECT NO. DRAWING NO_ INITIAL DATE INITIAL CHKD BY:_ OTHER APPROVAL CITY APPROVAL DWN BY:-~ RVWD BY: C. T. 01 01 403 6:4 , G: \SDSf\P~OJ\881820\DWG\CALAVS~A \9820LG:J3.DWG 2-' 2-2-00.5 9: 32: 10 an XRE:FS: 982OLG: 982OLSTR; 982OMAP; 982OLGRC; 9820STR: 9Bnu.;T~; 982O7UTi...; 982O,_MAP; 982tr:ocs-A. 0101 C EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK CARPENTER AT 61;)-520-9557. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF TH£ £NG/NEERING INSPECTOR. 4. TH£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY 8£ REQUIRED BY TH£ 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 APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. 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 TH£ END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHA/..1.. BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO 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 IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL 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 ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. D. E. 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRJNKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHA/..1.. 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 ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. 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. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED 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 ANO APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHA/..1.. 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 WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 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. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER 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. CONDITIONING 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 CONDfTIONS FOR GROWTH. HYDROSEEDED AREAS SHA/..1.. BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. EXISTING GROUND 14'MIN. T PUBLIC RIGHT- OF-WAY ' 50'M/N, I l ' ' I, ' ' "ll,lffl ! ~ 'c; i 1'"w'"( ,;::, I ,'lfE'c, I,:", I c~' ,.::, r--0":,., OFlE Bes,c PUBUC RIGHT-OF-WAY PROVIDE APPROPRJATE TRANSmON BITWEEN STABILJZED CONSTRUCTION ENTRANCE AND PUBLJC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE !· 'iMl, FLOW----' V ? ' J, , I I;~ 1 I :J.i.:m~, I &"'~i'f'f'-""!'l'9' !li~~I i I:, . I : i I 1 -1"-•1-•11-· ,_ -:;=--1.:., , ,~, , ,1-, , ,u , ,JJ.,--.-;:.._ 4" VERTICAL FACE ElffJ)[)ING DETAIL ANGLE FIRST STAKE 1VWARD PREVIOUSLY LAID BALE -----,,, FLOW---- 2 RE-BARS,STEEL PICKErS, OR 2"X 2• STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAIL "' DRAINAGE AREA LESS THAN I ACRE STRAW BALE DIKE 1. SIT POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING ro THE POSTS. ~ _.,..---' -~':-~B"-'" ;m:::::;;;1~4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL SILT FENCE 9 IN (23 CM) 2 FT (0.6 M) EARTHEN RIDGE UNLINED SWALE & BERM WIRE SCREEN FILTERED WATER GRAVEL RLTER DROP INLET WITH GRATE BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET ( WITH GRATE COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT STAKED STRAW BALE FILTERED l WATER ,nu1111,m ~ / STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS FLOW HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB ________,.,, ------- RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS o· 0 4"-6" LOGS LOG CHECK DAM 24" ' 18" I A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) r 24 IN (61 CM) (A) j COARSE AGGREi~GRATE,: I FLOW -24 IN (61 CM) o I (B) L=DISTANCE SUCH THAT PO/MTS A AND BARE OF EQUAL ELEVATION GRAVEL CHECK DAM ,. ,:~\ '7\:S,1, -v.,.;,l..ii.4/ \ •· ,;_,,., iD' ·'>c'<c; ~\<.()fESS I 9ti, t''s', ,_c;,'/. C !/,f,);,:,~'$o\ J ) {§t...;,_~ ,,,..:-'% ~!(I ~)fr•\ \ {) ~W-~ ~ ; ,:(-1 \ NO. C-48670 'f;} §~ ~'t. \ \ Exp. 06-3i>O6 "' --NO. 60223 ifi \ \c~•\_ 7/ \ "" " ,c:'f• J ' {';~' ) Ii EXP. 6/30/04 f,rJ ~ ;,-,._ ,.. .•~0 ·' * * ; -c (;J.: 0 ,' \ \'i·\J /' ""',~": .. ~:.-·::.~··;,.,,-·, \ "q-1-CIVI'-~*"<-OF CALI ■ \ HUNSAKER ' ', ~ !'~?~~~~TES < 10179 HUENNEKENS ST. ~ I' LAHN INC SANOIE00,0.92121 ENGINEERING PH!8S8)SS8•000 5 UR VEY ING fX [858)556-1-414 -' - -, -· ', ,/0/.it>li>'l Rt.A1 /J\AS-Sl/lL.T N.f:"W ,:;.o.w, J,EGEND DESCRIPTION QUANTITY STABILIZED CONSTRUCTION ENTRANCE 1 EA. STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE llillli 1111111 llillll 11111111 11111111 o-------❖-----o 700 LF ===::> ===::> ===::> BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LEMITS OF CLEARING Ile GRADING GRAVEL BAGS = 650 EA. PUNCHED STRAW \JI \JI \JI \JI • LOG CHECK DAM cax:oarcccco HAY BALE CHECK DAM --1--1 GRAVEL CHECK DAM ~ RWRAP HYDROSEED 40,930 SF C~T DESIGNED BY: K.H. DATE: JUNE 2002 DRAWN BY: JS, SS, LT SCALE: AS SHOWII PROJECT MGR.· K.H. JOB NO.: 98-1020 s 271 O Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92008 Processing )!;;IC/4-.. 760-931-7700 Surveying DATE:z/tz/,_3_ Fox: 760-931-8660 odoy@odoyconsultonts.com KEITH w. HANSEN RCE: 60223 "AS BUILT" ~-./£~ 10/2,/41 RCE 48fo70 EXP. ~/3t;/tJI,, DATE _3.-·,~BY: ,4,:-. • I:::-) ~ /-/ 7/ o,/,,:./Q~ 1°NSPECl"OR DATE I s4ET I CITY OF CARLSBAD I SHSS I ENGINEERING DEPARTMENT stlAIJING ~ EflOSl()I{ C()l(ff{(Jl fl.ANS f7JH C4LAYDM llflJ.S WIJM£ 2-l'~ EROSION CONTROL DETAILS c.r. (Jf-fJf A';;ROVED tJI-" _.,,,_ ~~ , ..,,_ LLOYD HUBBS ~1-rt~ ·1 - ' PE 23889 IIO(PIRES 1.r--31-05 CITY ENGINEER DTE DWN BY: PROJECT NO. DRAWING NO. DATE INITlAL DATE INITIAL DATE INITIAL CHKD BY:_~ ENGINEER OF WORK RE\/IS10N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-01 403-6A G: \SDS;<\PROu'\981020\:JWG\CALAVERA \9820LGD4.DWG 2-12-2003 9: .37: ::2 am Xrefs: 9820LG I, .i: C - ,(. oFESS/ fi? ~ "' --NO. 60223 if; \i EXP. 6/30/04 f.J * C/V\\. fl:-.~":- OF CALl<Cl CARLSBAD 0. C. T. LAVERA TRACT HILLS VILLAGE 01-01 'L-2' / <i2B.28 X \::::::f::::::::::::::: HYDROS£EIJ AREA ---._ (TYP.) 4 2 + \:·J-:·.:-:·.:·.:•:· "\f:.::-:-::-::-::1------------../ ·\.··/· l \ \ \ \ 5 \ \ \ HYDROS£EIJ AREA-~ (TYP.) I :::::--------- "AS-BUILT 0 ~b _.lll!C DESIGNED BY: K.H. DATE: JUNE 2002 ,I ff-:? DRAWN BY: J.S., S.S .• LT.SCALE: 11S SHOWN f J~~ PROJECT MGR.~· ~K=.H~. __ JOB NO.: 98-1020 f ~ ---=cc--=o----cc-N --cs=---c-u,--,-L --=T=-:-.,.N'-:-=T,--s=---1--------------1 P. . 41131,, 70 EXP. 1,, I ~olo<,, ENGlNEER OF WORK: ---------- BENCHMARK: DESCRIPTION: STANDARD M-10 STREIT CENTERLINE HEl1. MONIJMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENGINEER's STAllON 454+92 PER R.S 1800-1 I I I /- /// !,! _/ ~ ~;6a/¢ Rt-M DATE INmAL ENGINEER OF WORK i i , 407.58 ·, \X _,...:1 'r I I I. • I i I I --_-r I I I I / INSTALL SILT FENCE (I 7VE 'ZED I I I I I I I I I / -+ + C170N ENTl?ANCE ~+----&AITT BAG CHECK DAMS 2 BAGS HIGH SPACING {STAGGERED) ~c+--~t--. INSTALL Sil T FENCE i l!i TOE l;\AS-8t/lLT Al£W .fi-0.-W. REVISION DESCRIPTION DATE INfflAL DATE !N1TIAL I SSET I o· 10· 40• 5 20 80' SCALE: 1" = 40' NOTE ff B.ECTRONIC OA TA fll.£S ARE FOR HEFERENC£ ONl Y ANO ARE NOT TO BE I/SEO FOR HORIZONTlil OR 11:RllCAl SVRIEY CONTROl CITY OF CARLSBAD w ENGINEERING DEPARTMENT 5 GKAIJING .I BHJS!(JN CQlllliOt. PUNS FON CAL41£//A HIIJ.S Yll1:A(;[ 2~J EROSION CONTROL PLAN c.r. (}f-(Jf APPROVED.&'Y" •• /4 ~ ~~LOYD HUBBS o/~P.:1 PE 23889 PIRES 12~TY ENGINEER D -E DWN BY: PROJECT NO. DRAWING rJO. CHKD BY: a ~ OTHER APPROVAL CITY APPROVAL RVWD BY: 1,(/11 .... C.T. 01-01 403-6A C: \SDSJ<\0 ROJ\98·: 020\DWG\::.ALAVERA \9820LG05.0WG 2-12-2003 9: 42: 09 orr XREFS-98207UT'L, 9820lG, 9820lGRD, 9820LSTl?, 9820LUTL, 9B2DMAP, 9820TP05 I