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HomeMy WebLinkAboutDWG 418-7A; SDP 03-12; VIOLI PROPERTY; 01-03GRADING NODS (IN ADDITION TO Tl-/£ RlQUIRE'ME'.NTS OF' CHAPTE'R 1!5.16 OF' 7H£ CARLSBAD MUNICIPAL CODE.) 1. 1llfS PLAH SUPD?SEDES ALL O»D /II.ANS ~ 'I' ~ BY TI/E' CITY OF CARLSBAD REGARDING GR.4DING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIi£ ANY PORTION OF THE CARLSB.4D MUNICIPAL CODE, RESOI.UTION OF CONDl110NAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL ltEVISE THESE PLANS WI/DI NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RE:LIEVE THE DEVELOPER OR ENGIN!ER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI. Y SUBMITTED ro THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER MU. BE REQUIRED F<I? ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR ro PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS 11£!.L AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLJCY IN THE /tl/NIMUM OF 11,000,000.00 FOR EACH OCCURRENCE OF LIAB/l.l TY. -i/r'!",U. PY Tl T,1¥,i[¼-~~ A y ,, IJM.ESS ntlt/PTED BY SCCTIOH J01.(b)5 OF THE' IJNtroRl!I IIIALl»NG CODE, RETAINING WALLS OUTSID£ OF PUBLIC RIGHT OF WAY REQUIRE SE:PARA rt PERMITS FROM THE BUILDING DE:PAR7MENT. 8. HO IIORI\' SHALL £If COMMfNCED UNTIi. ALL ~ITS HA',£ 8EEN 08TAINE:D FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOCS NOT AUTHOR!zt ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPfR TY OWNER'S PERMISSION I/AS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. a NO REVISIONS MII.L BE M.4DE ro THESE PLANS 'M THOUT THE WR/ TTEN APPROVAL OF THE CITY ENGINEER, NOTED 'MTHJN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITI.E SHEET. t. ORIGINAL DRAfllNGS SHALL BECOME THE PROPERTY OF THE CITY IR'ON 8£1NG SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA'MNG SHALL 111£ RE~ TO Rm.ECT AS-BUN. T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AHfJ 011-IElt ~y VEHICt.0 SHALL SE MAINTAINEO 10 THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/OH. 12. HR£ TRENCHES ARE WITI-IIN CITY EASEMENTS, A SC/LS RCPORT COMPRfS£1) OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACT/OH CURVES. SHALL BE SUBM!m'D BY A PROFESSIONAL ENGINEER OF 11-1£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT 'MLL BE SUBMITTED TO 7HE: CITY ENGINEERING INSPECTOR 1'1/THIN 711() r.oRl<ING DA 'IS Of' THE COMPLETION OF FlfLD rrsrs. IJ. A SOIL$ COMPACT/OH REPORT AHO COMPLIANCE I/ElflFICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTI.INED 1H THE SOILS REPORT IS REQUIRED PRIOR ro THE: ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING $HALL BE DONE UNDER TH£ DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUT/JR£ FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 'MTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THC • EARTHWORK SPECIF/CATIONS • ATTACH£0 TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS lflLL Bf SUBMITTED ro TH£ PROJECT INSPECTOR. 14. A PRfCQNSIRLJCT/ON llffl!NG S'Wt Bf Hf'tQ AT ff S!Zf P!IIJl IP ff ifG/NNING Of WORK AND $HAL/ Bf A UENQFQ BY AU Rf PRESFNTA llllES RESPONSIBLE FOR CONSTRUCTIONtiilNSPECTl°7!~PERVISION~ ~STING AND ALL ofHt& ASPtcts or mt &oRk ~ CONTRA sHALL ri;71Lt mt MEETING THROUGH THE PERMIT CLERK(760) 4JB-J891 AT LEAST FIVE(5) VIURK/NG OA 'rS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA 'MNGS MUST BC AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT 'MLL BE PROVIDED BY THE PROJECT INSPECTOR A T THE M£ETING. 15. All INSPECT((JN Rf:()IJfSTS Oll:ffR 11/AN [QR PRECQNSfflUCTION llfEDNG mu I/£ 7Hf fNGML -•cnoo RfC/1/fST I 1111• AT AY 'Fi TH IN P TION I NEED . INSPECTIONS WILL BE MADE f NEXT WORK DAY UNLESS YOU REQUEST 0TH RIMS£. REQUESTS MADE AFTER Z: 00 P.M. 'MLL BE SCHEDULED FOR TllO FULL WORK DA 'rS LATER. 16. 1HE OWNER AND/OR APPLICANT THROUGH THE 0£',flOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL ~ SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATr AND FEDERAL SAFETY ANO HEALTH STANDARDS. LAWS AND REGULATIONS. 17. 1HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A 0£:TAIL PLAN TO THE CITY ENGINfER AND/OR CONCERNED AGENCY SHO'MNG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THf EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN 1,//JST BE PREPARED FOR ALL TRENCHES FIVE FEET (5? OR /iORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR tciNCERNE:D AGENCY PRIOR TO EXCAVATION. If 11:£ PLAN VARIE'S [RO/I THE SHORING S)'.S)DJ miit tii!f~1<;r£*~tJr,:mi;,$9r%THJ~~t:,., EXCAVATION PERMIT MUST BE SUBMITTED TO TH! INSPECTOR PRIOR TO £XCA VA TION. 11. /tlO BLASTING SHALL 111£ l'EIWOll..t:D UN71L A VALID Bl.AST/NG P£Rl,IIT HAS 8C£H OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT 11£LL IN ADVANCE OF THE SCHEDULING OF 91.ASTING OPERATIONS. 19. IF ~NY ARCHAEOLOGICAL RESOURCES ARE QISCQ'r£Rff) 11!1HIN ANY MORK tREA DU ING CONSTRUCTION, OPERATIONS WILL CEASE 1MM£QJA TfLY, AND E PERM/TT££ 'MLL NOTIFY THE CITY ENGINEER. OPERATIONS IWLL NOT RESTART UNTIL THE PERM/TT£[ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUC7ED ON THE SITE OR ADJIIC£NT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPART/JR£ OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A rro GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.I.I. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON 'lt£EKENDS OR HOIJDAYS. (A LIST OF CITY HOLIDA 'IS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNfER.) 21. Al.I-~-SI~ HA~ ~Fa~~/~ BY 1!f CQNTR~C~ TO f citYJG!N(kJC fafv~ aKic DA PRIOR r; GINNING ~ 22. IMPORT MATERIAi. SHALL 8£ 08TAINEO FR0/,1, AND WASTE MA1f:RIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY 1HE CITY ENGINEER. THE CONTRACTOR SHALL BE RfSPQNSIBLE FDR ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL RQUifS QR ADJACENT S1REETS AS d RESULT Of THE GRADING QPERAUQN. 2J. BRUSH SI-IALL 8[ REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES AR£ TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. U ALL AREAS SI-IALL BE GRADED TO DRAIN. GRADING RESULTING IH 111£ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHE:S SHALL HA VE A MINIIIUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SU8J£CT TO A SIGNED AHO APPROVED S£T OF EROSION CONTROL PLANS. EROSION CONTROi.. SI-IALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIREC7ED BY THE PRO£CT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCC A UN/FORIJ SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL SE /RRIGA 7£0, STABILIZED, PLANT£D AND/OR HYDROS!EDEO 'MTHIN TEN (10) DA \1S OF THE TIME WHEN _E;M;H SLOPE JS BROUGHT TO GR.4DE AS SI-IOWN ON THE APPROVED GRADING PLANS. :ta. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJfCT, DRA 'MNG NO. 418-7L , AND/OR AS OIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSUR£ THAT ALL CONTRACTOf?S SHALL COOROINA TE . THE WORK OF THESE GRADING PLANS 'MTH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE /1,/PROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 'M TH THE LANDSCAPE MANUAL TIIJE REQUIREMENTS. JO. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE 'MTH A M/MMU/,1 D-LOAD OF 1,J50. FOR PR/VA Tr STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 'MTH J/4" ROCK PET? SDRSD :S-4 TYPE •c• AND PIPE M[[TS ASTM STANDARD JOJ.f FOR SDR JS SOLID WALL PIPE. 11. 'M-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF 1HE GRADING OPERATION, IT SHALL BE REMOVED 'MTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 'MTH PROPERLY COMPAC1f:D SOIL$. IN OTHER AREAS THE PIPE 'MLL BE PLUGGED 'MTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. THf CONTRACTOR SHALL 't£RIFY THE LOCATION OF ALL E:XISTII«; /:AC/LIT/ES (ABOVE GROUND AND UNDER GROUND) 'MTHIN THE PRMCT SITr sumctENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACT/JAL LOCATIONS ARE IN CONFLICT 'MTH THE PROPOSED WORK. JJ. 1HE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (5££ BELOW) AT LEAST 2 FULL WORKING DA 'rS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COOROINA TE THE WORK Y,ITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 800) 422-41JJ SDG.tE BOO) 660-7J4J SBC 800) 892-0123 AD£!.PHIA CASI£ COMMUNICATIONS 760) 438-7741 COX COMMUN/CATIONS 760) 806-9809 CITY OF CARLSBAD(STREETS ,t STORM MAIN) 760) 4J4-2980 "CITY OF CARLSBAD(SEll£R,WATER ,t RECLAIMED WA1TR) 760) 438-2722 GRADING AND PRIVATE IMPROVEMENT PLANS FOR 1265 CARLSBAD VILLAGE DRIVE ASSESSOR'S PARCEL NUMBER: 156-180-21 REFERENCE DRAWlNGS: 1J2-4 CITY OF CARLSBAD SHEET INDEX: 1 2 J TITI.E SHEET GRADING PLAN EROSION CON TROI.. Pt.AN ' SDP-03-12 LEGAL DESCRIPTION 1'BOSI PORTIONS o, l'RACTIONAL BLOCK 88, "1TlI1N Tl1B TOWN or CAIUSBAD, ACCORDING TO JIAP THEREOF NO. 636, l'ILED MAY Z, 1888, NINTH STREET ADJOINING SAID BLOCJC 88 AS CLOSED BY ORDER 01' THE SAN DIEGO BOARD 0, SUPERVISORS ON FEBRUARY 111, 1893 AND TRACT 119 rrrB1N TIU/ JIAP OT CARLSBAD LANDS, ACCORDING TO JIAP THEREOF NO. 1661, I'll.ED JIARCH 1, 1911, IN Tl1B CITY OF CARLSBAD, COUNTY o, SAN DIEGO, STAN OF CAID'ORNIA, AS JIORB PARTICULARLY DESCRIBED 1N A GRANT DEED RECORDED FEBRUARY tu, aao3 AS DOCUJIENT NO. l!OO/l-OIIOIUIU IN omCIAL RECORDS OF SAN DIEGO COUNTY. .., IIJ 0 20 DESCRIPTION EXISTING PROPERTY LINES EXISTING CONTOURS EXISTING SPOT ELEVATION EXISTING WA 1t1I ME1TR EXISTING RETAINING WALL EXISTING POWER POLE EXISTING STREfT UGHT 411 EXISTING GAS LINE -K LEGEND DWG.NQ, snmot I I --···-- __ ,60- JW:!3) --G-- --s-- VZZZZZZI ---- QUANTITY f'l)s.F. •AS APPROPRJA TE , ,,, ~ PROPOSED CONTOURS __..-160- 170.50 re J4. PERMIT COMPLJANC£ REOUIRE:MENTS: A [QR CQNJROI ! fD GR,,ING;-THE APPLICANT HIRES A CIW. ENGIN&R, SOILS ENGINEER, ANDOR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSE:RVE AND CONTROL THE WORK IN PROGRESS /15.16.120.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR ro f/NAL APPROVAL Of d GRADINfi_ F'@IIT-THE FOLLOWING REPORTS MUST BE SU8MIT1f:D TOTH£ CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120.9.t10j CARLSBAD MUNICIPAL COO£: (I) FINAL REPORT BY SVPERVISING GRADING ENG/NtfR STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE 'MTH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROIJ THE SOILS ENG/HEER, W1'IICH INC!.UDE'S RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMAR/fS OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STA Tr/JENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE r.rTH THf REQUIREMENTS ANO I ¢.., ~ V 9Z -, ts § ~ / - I i::::i ~ RECOMMENDATIONS OUTI.INED IN TH£ PRELIMINARY SOILS REPORT --1J.-..-l--lh; Cri ~ AND ANY SUPPLEMENTS THERETO. (4) REPORT 'MTH AS-BUILT GEOLOGIC />LAN, IF REOUtRED BY THE CITY. JS. UNLESS A GRADING PE:RMIT FOR THIS PRo.ECT IS ISSUED 'MTHIN ONE (1) YrAR AFTER THE CITY ENGINEfR'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESU81.1/T1EO FOR PLANCHECK. PLANCHECK FEES 'MLL BE REQUIRED FOR ANY SUCH RECHECK. u -~ I l I -:9 J\ I I + .l't ~ # ~ '·" '' . ' + ;+ / 1\'r' 7\ :o l \ + PROPOSED SPOT ELEVATIONS PROPOSED GR.4DE PROPOSED 6° AREA DRAIN (SPE:E-D-BAS1N) PROPOSED CONC. DITCH (APRON) -~~' _ ... , SDRSIJ G-2 SDRSD 0-75 PROPOSED 4• ,t 6° P. V.C. $lJR-35 . ,'DRAINPIPE PROPOSED VEGE:TA TED DRAINAGE SWALE PROPOSED 4° DE:TECTOR CHECK ASSEMBLY CSBD STD. W-22 PROPOSED 6° CURB SDRStl G-1 ---- 2:1 0 210 $.F. 85 L.F. 10 £A. J L.F. 21/J L.F. (U6LF ·~ /6tJLF 6°) 175 L.F. 40 L.F. 1 EA. 496 L.F. :16. THE SOILS REPORT Tin.ED PREIMNARY GfQTECHNJCAL EVAWAIIG't - 1265 CARLSBAD VILLAGE DRIVE PROPOSED 2-STORY MULTI-WIANT OFFICE BLOG, CITY Of CARLSBAD. SAN DIEGO COUNTY, CALIFORNIA i ~r TRENCH RESURFACING SDRSD G-24 TYPf: 'A'~ ~'~,j;~:~,,t~\;1/ff PREPARED BY _f,!QSOILS INC II'. 0 ,J9QI A-SC , lM 7£0 APRIL 29 ,2iiM .. ,sHALL 8£ CONSIDERED AS A PART OF THIS GRADING Pl.AN. ALL GRADING SHALL BE DONE IN ACCORDANCE 111TH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSI!II:E CHARGE" I HEREBY DECLARE THAT I AM TH[ ENGINEER Dr WORK FOR THIS PROJECT. THAT I HA VE EXERCISED RESPONS/8!.£ CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT Y,ITH CURRENT STANDARDS. I UNDERSTAND 1HAT 7HE: CHECK OF PROJtCT ORA 'MNGS AND SPECIF/CATIONS SY THf CITY OF CARLSBAO DOES NOT RELIEVE ME, AS ENGINEER OF ltORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: BUCCOLA ENGINEERING, INC. ADDRESS: Jl42 VISTA WAY, SUITE JOI CITY, STA IF: OCfANSIDE, CA. 92056 ~LEPH~;)f-2000:.z:_ BY: t:_J,. __ ~4,ut,,. ' PHILIP D. BUCCOI.A ~.C.£ N0.: __ ;:;.;277--'-"-'J2=------------ !llGISTRA TION EXP/RATION DA Tr: ---'ll"'J--J"-'1_-"'06'------ SOILS ENGINEER'S CERTIFICATE PACIFIC OCEAN I, &., JHJl!:wU.,J\ , A REGISTFREO CI\IFL ~l'!)fESs10-1< E:NGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS ,41-"\,,,_ <;,HAf//:/t 'f<~ IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A ti ,,,,,., ~ ~ SAMPLING AND STUDY OF Tl-IE SOIL CONDITIONS PREVALENT WITHIN THIS _ _j [E No 2296~ 'fi, . S/ MA E BY M. £ OR UNDER. MY DIRECTION BETWEEN THE DA TEf OF', "' 1\E j •!o~ 'l) , 20 O'?I I TWO \\ * .xp. ~l'.:--* c"'o"'P!:11 ':l!S~O!,-;;TH,!!ER::::::0/,:-LS· REPORT COMPILED FROM THIS STUDY, WITH MY \\ o>.\~(h c,'t" , ... RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OF E OF THE CITY \;/,:-;<•/"C~~'..;.,;f•/ ENGINEER. -'.:,..-::-=-.. '-..~:_?F C~I.':.>/ --•-• •:••=--~-r~• SIGNED: P.E:. NO.: ' DA TE: ___ .:s-'/_-z_o..c./_0_+ _______ _ LICENSE £XPIRA TION DA 1T: 12/o~ OWNER'S CERTIFICATE I ( WE' ) HERE'BY CERTl/:Y Tl-IA T A REGJSTE:RED SOILS ENGINE:E:R OR GEOLOGIST HAS BE.E.N OR WILL BE RETAINED TO SUPER\IFSE OVER-ALL . GRADING ACTI\IFTY AND ADVISE. ON THE COMPACTION AND STABILITY OF 7H/S SITE:~ (,/".._; (.__.>4.--..L .?I~; s-1t-~t: I NAME DATE PREPARED IN THE OFFICE OF: VICINITY MAP : i NOT ro SCALE SQURCI OF TbPQGEtAPHY WORK TO BE DONE THE GRADING WORK SHALL CONSIST CF 1HE CONSrtwcrtr:AY OF ALL curs Al«! nu.s. REJ.IEDJAL GRADING, DRAINAGE FACILITIES, £:ROS/ON CONTROi. FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLAN5, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl1f:D ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE ltlTH 1HE FOI.LO'MNG DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCTION, AS DIR[C1EO BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. CITY OF CARLSBAD RESOLUTION 110. '5QfS DA 1FD 12-QJ-:QJ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC IIORKS CONSTRUCTION (~ BOOK} . 6. SOILS REPORT AND RECOMMENDATIONS BY GfOSOII.S. INC, W.O. JfDI-A-SC ____ DATED APRIL 29. 200J 7. THE SAN DIEGO REGIONAL STANDARD DRA'll!NGS ANO AS MAY BE l,/00/FIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMIIIISS/ON DEVEl.OPltlENT mt.1/T CO/o/DITIONS DATED. ______ _,..,.,,__ _____ _ 9. ENVIRONMtNTAL APPROVAL DOCU!lmTS DATED. _ __,N,.,.I...,.~-- PROPOSED A.C. PAVEMENT PffDPOSED P.C.C. SIDEWALK PROPOSED DRl\£WAY PROPOSED CURB OUTI.[T D-25 PROPOSED 4° SEttrR (PRIVATE ON-SITE) PIWPDS£D 6" SEttrR LA l'E'RAL PROPOSED SEll£R CI.EANCUT PROPOSED 1 • /RR. S£RVIC£ SDRSI) G-7 SDRSD G-14A CSBD STD. S-7 CSBD STD. S-7 CSBD STD. W-J PROPOSED 12• X 6° TEE & s• GA~ VAL\£ (SEE PLAN) PROPOSED 6° X 4• P\IC REDUCER PROPOSED TRASH ENCLOSURE PER ARCH. PLANS EARTHWORK QUANTfflES Q .... ,-• ..,0 ~ rn 10,889 S.F. 520 S.F. (PUBLIC PORTION) IJ5 S.F. 1 CA. 12 L.F. 1 £A. 2 CA. o@ 1 CA. 1 CA. 1 EA. 1 EA. TOPOGRAPHY SHOWN ON THESE PLANS WAS GD/ERA 7£0 BY AERIAL SURVEY METHODS FROM INFORMATION GA THEREO ON MARCH 6, 200J BY MERCATOR PHOTOGRAIJMETR/C S'ISTEMS. 10. STORM WATER MANAGEMENT PLAN, PREPARED BY BUCCOLA [NGJN!ERING , INC. DA7f 5/5/04 CUT. ....•.••....•..•....••••..•.••.•..•. 2,345 C. Y. FILL.. ••.............•...•..•....•.......•..• 2 ,W C. Y. EXPORT. •..•.......•........•...••..••• 2, 106 C. Y. REMEDIAL ••.......•••......••••.•..•••.... O C. Y. OWNEB / DEVELOPft TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED 'MTHIN ASSESSORS PARCEL NUMBER(S) 156-180-21 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2,005,SOO E 6,229,000 BASIS OF BEARINGS; THE BASIS OF BEARINGS FDR THIS PROJECT IS rHl CAltroRNIA COORDINATE SYS1f:M OF 1983 (CCS8J}, ZONE 6, 1991.J5 EPOCH, 845£0 LOCALLY ON POINTS 122 AND 127 SHOWN ON RECORD OF SUfMY IMP NO. 17271 OF THE CITY OF CARLSlWJ SURVEY IMP NO. 17271 OF THE CITY OF CARLSBAD SURVEY CONTROL NETWORK. I.E. N J7'16'17.J2" E 11. CALIFORNIA STORMWATE:R QUALITY ASSOOATION, STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND THE STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (Bl.IP) MANUAL. CITY OF CARLSBAD FIRE DEPARTMENT QUANTITIES SHot'IH ARE RAW NUMBERS AND HA VE NOT BEEN ADJUSTED FOR SHRINKAGE, SUBSIDENCE OR REMEDIAL GRADING. CARLS/JAi!. .. VILLAGE DBm' JJViBSfl7Rs, jiff/ AVENIOA ENtlN.4S, Ill/~/~ . ;;, ;,, ,.,,,,. .,..., t,AJU..')Dall, t.&, IJIIJtll TELE: (760) 434-14(J(J/l'AX r.1/jlf•.,_ II AS BUIIL T" ~~4-,r< f-iLICBucfu RCE 27732 EXP. 3-3)-01!\ DATE CARLSBAD MUNICIPAL WATER DISTRICT I SHJEET I CITY OF CARLSBAD I SHEETS I ROBERT~ l----t---t---+--------------1---+--+----t---l ENGINEERING DEPARTMENT 3 I h'!/oS' t----i-----i-~------------+-----+----t----+-------t ~=:.=::::::::=:::::::=:::::::::::::=:::::=====::===:::..:::=====: fuE t-----+---+-----------------1----+---.i------t---1 GRADING PLANS FOR: DEPUTY CITY ENGINEER R.C.E. 33698 EXP 6-30-06 1265 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA BENCH MARK 780/721-2000 BUCCOLA ENGINEERING, DESCRIPTION: PQJNT NO, 122 INCLUDED IN '!'HE LEVELING RESULTS • 1.,nc II f 42 Viste, ,rc,y, Suite 301, Ocectn•ide, CA 9Z056 LOCATION: TABLE ON l/ECORP OF SURVEY NO. 17271 OF THE CITY OF CARLSBAD SURVEY CONTROL NETWORK RECORDED:------------~=---[LEVA TION: -~1=2~7.=19~0 ______ 0ATUM: fNGVh29) '/·!8·06 l'0/3 ,45-t!Ult..r DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: __ _ CHKD BY:~~- RVWD BY: Oi. C., PROJECT NO. DRAWING NO. SDP 03-12 418-7A -;j,; I ,, ..,, ., -~ ~ cl ~ -:g" 0 f =e -0 (i) I 11! --" g_ ,_. ,-. -/ f c.,, .- 0, I -'11 .9-~ > > " ,-. f J J 0 -1~ -1 I ~§ l :::..... ts I' I a.,· n.2· 1#.0' 42.0' I ,.,· ,. 1· 19.4' £X. GIISstRYIC! -l-1---+--l+---1 G -- lb. 115.22 1£ I l~ ex. ,·.w:,r;;-mff.1 ,,., I ~ ~ e ' ~ .., c:::s ,o,,, I I • mwmw. . W 6 .PK:' U,TERAJ.) • x, 4• l('P SEWER u, tx.~$£1/\IIC( I I CONSTRUCTION NOTES • ~CONSTRUCT AC. PAVEMENT J" A.C. CMR 6" Cl. NAB. (fltfN) ©-7::--coNSTl?UCT P.C.C. CUR8 ONLY 6" c.r. PER SDRSD G-1 (Jr-CONSTRUCT P.C.C. CUf?B ~ G/JT7ER 6" C.F. PER SDf?SD G-2 ©-=-CONSTRUCT 4• P.C.C. SIOfWALK, PER SDRSD G-7 @-CONSTRUCT P.C.C. CUR8 ONLY o• C.F. PER SDRSD G-1 ~CONSTRUCT P.C.C. DRMWAY APPROACH PER SORSD G-14.4 W=24' <2)--~ltCUT ,t REUOvf EXISTING CURB, GUTTER le SIDEWALK ®-=--coNSTRUCT RETAINING WALL PER ICBO POLICY 222 · @-CONSTRUCT TRASH ENCLOSURE, DETAIL le FINISH PER ARCH PIANS' @i---CONSTRUCT SPEE-D-~SfN. PER NOS / 201 W/6" GRATE. OR SIMILAR (f}--CONSTRUCT 4• PVC DRAIN PIPE. SDf?-J5 o-~ J Lr or BROW DITCH. PER SDRSD D-15. TRANS/r!ON rROltl CHANNEL ro CURB OUTLET ,,. t::. 8()Jl PER 7 4 3 , 63--:::-CONSTRUCT CURB OlfTLET rtPE A. P£R S!JRSD D-25 @,-CONSTl?UCT 6" PVC C-900 FIRE LINE @-::--CONSTRUCT 4 • OOUBt.E CHECK W VE DETECTOR ASSEM8L Y PER C!TY STD DWG W22 @-CONSTRUCT 4• PVC SE.'KR LATERAL. SOR-35, 0 2% SLOPE MIN., 92 Lr @--::--CONSTRUCT 1 • IRRIGAT/Olh.~ PER CITY STD DWG WJ ;,, ;,: /,,,., ,-, TW ,,~ c.-,, IS' 'b .29%~ .-s FIRE STA TJON Af'N J 56-1 !J0-4 I 'CONC -CON .,.-tlC. SDCC ESMT. 10 BE Q/JfTCJAIMED ,,-+~SC4PE' PER NlCH. Pl.MS ~ '> ~ " ,?>' ~ " ...., o--' -----~ \JN<v,r ORAIN 1YPICAI. 122. 00 FF HAR()SCNJr PER ~ 121. 33 PAD ~ IIIV.l (PfR ARCH PIANS) Qi ='()Ct,Tl()N . • 0 FS ro• RE:TAININC IIMLL (PER ARCH PLANS) ---------------IQ 0 10 Ill X J-~~f\.: . .>i-1 .. 12 t,;:g:::FS:::__;;~~~ -o!"-i'rh-----~==✓--;:f,(l.fr 'b -,,,.&Cl I I ~ :---~--+~~~-~---=~~=~~l~~~~~~i~~~-~~~-J 1::, ad ACCt:ss. NiD CAffl.SSAO () " -~ "" CONCRCT'£ Mll. STOPS PER TECTURE PLANS (TYP.) , ,P'J + " ~ '/ .,. I.._~ 4.~ ~ & 8.5' cotii:Ri WHECI. ll!CHfTfC 'Rf PLANS 5 o• CURB 1.00% - -~ --------r V[f;fTA TEO SWALE ~ -----~ -:.¥ --• --:s•RflAJ~ wi: MTAINING WAJ.l. • u I ~ z re§'·~ 0 0 I 10' @-CONS'TR/JCT 2· lJOMESTIC WArtA' SEIMCt PER CITY STD. W-4 3--:::--CONSTRUCT 6" PVC DRAIN PIPE. SDR-J5 EX --Cll'AOE, @-CONSTRUCT 6• TO 2(J? PfP! MANIFOLD -_.i @-:::-CONSTRUCT 2-J" PVC DRAIN PIPES SCHEOULl 40 ~roWJlm ---~ P/1. ! l?fTAININC WALL @-CONSTRUCT SIDEWALK UNDERDRAIN F'OR 2-J" PVC, PER SORSD 0-27 AC PVMT.-1_5, Lx @1----CONSTRUCT PRNATE 2• PVC WATERLINE. SCHEDULE 40, TD BUILOINC P.O.C. -~_,,..,:..._....,..9 -lll1fflilll :,i;;::~ii.iii @-CONSTRUCT 8" PVC CL 150 WATERLINE. AS NECES~RY TO MAKE 8"X6" TEE CONNECr/ON ANO 2• WATER SEIMCE CONNECTION. NOTE ACP REMOVAL NOTE ABOVE LEFT @-=-CONSTRUCT 6• G-IT[ ~VE ~CONSTRUCT 6" X 4• REJJJJC~ @-=-CONSTRUCT 8" X 6" TEE ®-TRENCH RESURrACING PER SOffSD G-2-IA @--::::-Rfl.lOVE PORTION or RAILROAD-Tl[ WALL @-CONSTRUCT 6"X4" REDUCERO PUBLIC LATERAL/PRIVATE S!WtR JOIN @-=--CONSTRUCT 4• PVC RISER/CLEANOUT PIU!PAlt8D IN 1118 Ol'l'IC8 01': BENCH MARK SECTION 8-8 NOT 10 SCA/I ...__ il l __ - OfSCRIPT/ON: P01NI NO. IP! lflC"m fr( m ntvltlJNC IJfS!JLTS ~ I~ / 'fTEC o· c,/$ 2./HX - ------- R.fl.lOVC EXISTING roe. TR, P,1 VJ~L / f'f ,,2.00-11r-a: .,..,--<___EXISTING \ HAROSCAPE/Pl),NTE!I C GRAD£ I/ 10· BUILOING,i_, RETAINING Ill 1 PA!IKII((; ----' !::, SECTION C-C NOr ro SCALE . . <f}-CONSTRUCT 6' CONCdiif OCKSCREEN WALL. FINISH PER WIDSCAPE PLANS @-:::-CONSTRUCT GRA~TY RETAINING WALL TYPE-A. PER SDRSD C-9 (?}--CONSTRUCT 45' BEND AND PVC SEWER CLEANOUT PER CITY STD. S-6 ~RfltlOVE EXISTING 4• VCP SEW£R LATERAL, REPLACE WfTH 6" PVC LATERAL PER CITY STD. S-7 BUCCOLA ENGINEERING, • 1,nc lOCA noN: '?#:'oPNc1::J&WW,&;z&i THI RfCORDE:0: ------------..--..,,....- 14-1:.,. P[)!J /1\ ,41'-t!dlt.r DATE INITIAL DATE INITIAL fLE:VA TION: _ _,J,_,.t?:,.,,.J..,,90...._ ____ DA TUM: fNCVD29J ' ' . ' I '! ENGINEER OF WORK I I I ! REVISION DESCRIPTION OTHER APPROVAL II - DATE 6' CONCRETE BLOCK SCRfENWAlL PER LOSCPE PLANS --....1 · EXISTING GRADE\_ 2'-5' RETAINING W~L). \_ 2' ..__, . WHEEL STOP X X ' '-/ AC PVMT. ... SECTION A-A NOT 10 SCA/.[ 6' CONCRC7t: IILOCK SCPFEN 11111.L P£ PLANS 29.6 '--...+-!if.+-EX/STIit; 01.IV! TRff (PROTECT IN PLACE) + <V ~ X APN I 56-1 !J0-36 ESSl,i® \ OJ <V ~ ,1).BUc~ ~ HAS BUIL TH Ne.17711 ( ...... ,, ... ~r:~ ~OM\. ~•!5-0•-'V --· lll'U. RCE 27732 EXP. 3-31-oe DATE . RE~~ l~PECTDR ~~ t, lr1,,/ ~ DATE I SH2ET I CITY OF CARLSBAD I SH3T$ I ENGINEERING DEPARTMENT GRADING PLANS FOR: 1265 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA APPROVED .tr L/tf/J C d".c, ~ u.-',j-~ CITY ENGIN -PE -EXPIRES DAT DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: CITY APPROVAL RVWD BY: :Qf i. SDP 03-12 418-7A i i 1:1· . . I I ; EROSION CON7RQL NOTES I. IN oot DttliGl!.'M.ir lf(JfllJ( JS ~ CClfffCT' tlfllE ~ Ar ~ Hl'MS ('ltsO) ll/4-1576 OR (MIJ) Jf,f-5495 1. £QIJfFIIOIT NIIJ ~ roR !IKNG£NCr Nr«ll' SHN.t. 11£ MJIIJ£ MI/.A/Jf.E AT AU 11/JfS /JURfN(; TH£ /IWNY StASON. M.L NECESSMY IIAT!R/1,/.S SfW.L Bf SIVCKl'll.f1J ON Sl1t AT CONl£N/£NT LOCATIONS TO FAC/l/TATf FW'ID CONST!WCTION OF TDIP(JIW(r lf£VfClS WH£N fWN IS E1tl1N£NT. .l lJC'IIC£S SHOWN ON l'tANS $Ml NOT 11£ tKMl> OR ft/00/flf.'D 1'/Tl{(JUt THt ~ Of TH£ ENCINffR/NG INSP!CTOR. 4. 1Nf: CONT'NCTOR SHILL /f!Srotft ML l1/0SIDN CllM'ffl. Mlt'l'S 11) IIDWIM fRJl1f TO TH£ Sl<TISFK/llON OF TH£ CITY £NGINE£Ji NT£R EACH RUN-OFF PRODUCING /fff/Nf AU.. 5. ff COtl11MCTOR M.l. lf5TN.I. AOffllrM. lMJSt»i CffiM!:I AIFASl.m AS MY flt l/£0/J/R£f) BY THE Cl1Y !NGIN££:R 0/JE TO UNCOMP!.fTl!J CfWJJN(; OP!RATIONS OR IINFORESlEt ClRW1IS1NiCtS WHICH AIMY NIISt. I. 1Ht CONT/1ICT()/f SWU. Bl lltSflONS'lfJII ANO Slflt1. TM\'E' NCCtssM'f fllffCCMlfK)NS Ill PR£YENT PUBLIC TRESPASS ONTO AR!AS MR£ lltlPOIJNf)ff) rtATfRS CREATE A W.ZAROOUS CONDITION. 7. ALI. l.1/CSKJh Q:Wl)tl ~ i'llltlta~ 1f.R 1'lf Ml ~Ml r'JfWJIIIC l'tAN !MLL IE INCORPORAT!D H£R!ON. I. Mlllm Mt'l6 IIIOOltO 'fHt ~ /11.iikil,llt .m fJI/IAIIII AaY F1l(}M 1Nl fACf (JI' $LOflt AT THE CONCI..IJSION Of £ACH WORK/NC CMY. l AU ~ /llfOl!'CM ~ 5HOtllt Ml IC If f'f.ACt AT 1Ht !ND OF !ACH 11/()f/1(/Nt; £MY WIEN TH£ FM (5) lMY HAIN Pf((J/!MJ{/_fTY FORECAST EXCEEDS fO{(f't PCRCM (4()Jl). SILT AND OTHER fXlJfflS SWtL BE RDOI(() NT£R EACH RAINFALL. 10. ALL ~ II/IICS SHILL IE ll/.ltUI' n,r llfl'1 J/4 INCH IIMftJftl AQ;tfl~,r. 11. WJllLl) Gi!~WriJ# ()f rMJIIVSI.EOCD 91.0l'D FM. 10 1'11!:1MDt. lfrlCIM W' Of GR.ADEO SLOPES (J()Jl C(M!W;f) PRIOR 10 NfMftllJfR 15, TH£ SlOPfS SHAU. Bl STA81Ul£0 BY Pl.INCH STRAW /NStALJ.fl} IN NXOROA/IIC£ Wl'lH SECTION J5.02J Of TH£ EROSION AND SElJIMCNT CONTROi. HAN(J(J()()K Of THE l)f PA/fT!,/£NT Of ~'T/Oli STATC OF CAI.IF'ORNIA. r£MPORARY EROSION CONTROL Pl.ANTING AND IRRIGATION Mi f'OtrtlAN£Nr NlfJ l'fWO;llllt tllO$IOn COHM Nil(t/Nf) M lfl/tlQATICN SH4!J. It INSTALi.ED AND ft/NNTA/Nf1J AS lt£QUIR£D IN SECTION 212 Of THl STANDNW SPECIFICA7/0NS AND THC fOUCWING; ~ ._ 1£ M'f'l..ta n►. 1. N..L Si.Ol'!S TW,T Ni£ GffADtD 1:1 {H(JlfJ10M1I/. 10 li!7l'l'JOO) Oft Si!t/'iR WH£N THEY AR£: ,;. T'Hfl££ rE£r OR 11/CRE ffl HDCHf AND NJJ4Ctlff It) A f'IS..IC IIMLL OR srR££T. b. N..L SLOP!$ 4 fEC'f OR 11/0ftC If ND(Jl,(I', 2. IIREAS CfWJt1J fl.Am:R 1lfMI 8:1 WH£N Mr Of THl fr.11.lOWliC CONDfflONS EXIST: 11. NOT SCHf.TJIJt.(1) !'(}ff IMPfl(N£M(JffS(CONS'fNIICT1CN OR ctNDk I.ANOSCAPING) WITHIN 60 ~IS OF f/0/.JGH GIWJINC. ;. ID£NTIFl£D BY THE PARKS ANO R£CR£ATION DIREX:TOR ~ HIGH/. Y VIS/Bl.£ TO TH£ PUBLIC c. ~\,f" ANY' SPfCW. CONDITION /IJDn/Fl!D f1Y THE CffY £NfJIN££R THAT 'M4RIWITS IIIMf0/,1,Tf TR£A11,1£NT. HrDlt()S(£l'Jt!J .«AS SHltL II£ llfflGAT£D IN KXORIWICt wrrH 'THC fOI.LOWING CR!T£RIA: I. AU 51.0lfS 1HAT JIIC '1WJtD 1:1 (If( ST!EF£R NtD 'THAT Mr: 11. THRCF: TO £ICHT FE:£7 IN H£lCHT SHAU. B£ mf/lG4'/£D f1Y 1WII) WATfRIN(; FROM OiHCK COI.Pl.!lfS/IIOSE IJl8S OR A CONVevTIONJlt S1S'1FIII OF LOW PREC/PrrATION SPRJNKL£R HEADS PRO¥IOING 100X COl,f]l'AG[. ;. GRrATER THAN B FEET IN H£/GHF SHALL BC WATERED IIY A rx»MNTION- M. SYSTEM OF LOW PlftCIPITATION SPflJNKI.CR Hl'ADS PRO¥IOING f{)(}Jl C(MFWif. I. All'!AS Sl.Cf'l1J l.l'S'5 1'M 1:1 .!MIL It Ml:ATtfJ AS Jl1flft(N£D fir THC Cf1'r £NC/NC£R, PRIOR TO HYDROS£EtllNG. THC DE.VCLOPCR SHAI.L SUIJMfT A PROPOS£D SCHflit TO PROVll)£ INRl(;ATION TO THC CffY CNGINEER. THl PROPOSAL SHA/.1. IIC SPCCJFIC ltCGAROINC THC Nl.lftlfJlf/S,TYPCS ANb COS/! OF THE El.£MEN1'S Of TH[ PROPOSED SIS/DC 3. l/f!fl/GA110N ,.,.t .,,,.,,., 'TH£ l/l(J/fflJ/f£ a,,n or 'fHt sn1. Ar 'THC OPTIMIJII LOO. F'OR TH£ Qfl/OWr1/ OF THt 11rOROSll'DlO GROWTH. C. lfltJltOSt£l/lN ,_ Mt «M$1ST l'Jf M.L l'Jf THC fOI.LOWfNfl, D. £. I. SEED MIX $H1UI. CONSIST Of' NO 1.£$$ THAN: ,,_ 20 .I'll. P£R ACRE Of' ROSC CL<MR i. 20 IN. P£'R ACRE OF 10RflO FCSCt£ 1t J ,,,._ !'£Ji ICllf OF £ SCHOOL c.M ~ ll 4 ,,,._ l'CFI ACRE OF ACHlf..L£A ft/11.LCrot.tl ._ J .I'll. PER AC11t Of AL'ISSIJM (CARPET OF .!Mlll') • f. 1 /1 lb. P£1t ACRf OF lilMORPHOLECA . • (1'tll$ r.O:•. AND f Of THIS SUBS£Crt0N M4Y 11£ Ollfm1) (JN LOCATIONS HR£ THE AREA ll£TNG HYDROS££IJF:O IS N/11' 1'1.51i!lt F1al F:f1HER A PI.JB/JC STREIT OR RCS1D£NTW. STRf/CTIJR£S. II. ITEM o OF THIS SIJBS£CTION ftllJST /IC INOCUlATCD MrH A "'l'f««w nxtNC l!ACT£flt4 AND APPl./£:D Dlf'( CITH£R BY 0/IIUING OR BRONJCASTING 8£FORE HYDRO$££DINC. I. ALL 5££0 M4Tl'li"4/.S SHAU. 8£ TRNISPOflT(I) TO 11£ JOIJSff£ Ill IJNOP[NfO CONTAINERS M1H TH£ CALIFORNIA f)[IW7Tft/£NT OF f(}()f) AND NlRICUl. TIJR£ CER'f/F/CAT/ON TAC 11rrACH£D ro, OR PRINT£[) ON SNO CONTAINERS. j. IKJN-PHYTO-roXIC lf£T11IC ~ MIIY It NJfJCD 70 'fH£ tlrf>l«'ISUD SL/IRRY AT TH£ OISCNCTlat Of TH[ ct'INTRACTOR. 2. 'f7"E I /ill.JI.Of AfJilllJCD AT l1E' 11141!' or NO Lffl TIM 2(!(J() • f'rR K::JfF:. 'IYP£ I MULCH {S11lAW) #!Y /IC SIJfJSTfTIITCO, .ALL OR PNfT. FPlr HYORAIJI.ICAll.Y IJ'PL/£f) FIBCR M41'£1l'W.. WHCN ST/'fAW IS tJS[f] IT 1111ST /IE ANCHORED TO TH[ SI.OP£ BY ll/fI:HANICAlLY PIJNCHING NO LESS THAN D OF 1H£ smAW fNTO TH£ SOil. .l ftJf1'/J.J1f.1f CONStffl#C fJf IMIICNIJlrl ~'IC SWJlrt 11-ta--O. llml 156 SULPII/JR APPUED AT THE HATE Of 5()(J k PfR ACRE. «AS TO flC HYtlflOS£E)[D Sli4LL B€ Pfl£PAll£1) PflfOR TO H'r'fJROSCE(J// Ill': 1. ROUCH£NINC TH£ SIJRFACE 10 fJE PWffEO FIY ANY OR A COUBINAT/ON Of! 11, 7Rl,C/( rtl4/.KINC Sl.0!'£5 5T££P£R 1HW 6:, b. ~llffOWING AREAS 6:1 OR f'lATT!R rHAT AR£ SlJF11CICN11.Y F1lllr8I..£. t:. ltlPPING Aft£AS TH4T lltL NOT BREAK UP /JS/NC ITEMS t1 OR b ABO!£ I. ~ rHC .SOfS JO IH!T ff IS Sl.ll'Ml.l FOR flW(f1N(; Ill': o. A()J(JSTINC THE SIIIIFACE ~ ft/0/STlJII[ ro PflO'IID£ A OAMP 11/JT NOT $1.TllrlA'/£D SECD 8£CJ. i. 1H£ ADOITION OF SOIL AMtNIJMOl'fS. flH MM/Srl,l£N7. LCACHIN(; OR COYCHING SAL/NC SOILS ro PRO'llfJCD IC4BL£ CONOITIONS FOR r;ROWFH, 1,fl'Jft()Sl.E1Jtl) Nl£AS SJW.l flC AIMINTIIINF:D ro PftO'IIDC A M'GOROt.G GROW1lf IINTIL THE PROJECT IS P(RMAN0(/1. Y WUJSCAP£0 OR, FOIi AREAS WHERE HY!JflOS[[()JN(; IS TH£ Pffil,/AN£Jff I.ANOSCAPING, UNTIL TH£ PROJECT IS COMPl.£T£l) AND All. lJONl)S R£LE:AS£!). ·---·----1 FIRE STATION APN 156-190-41 X X x- , D D D M:SCRIPTJON Jn1Jiw$tliJ) SUJl'f PR01Jell0... Sl'AJJf1JB1J Wiriii'Jt. ElfflWl(!E -'\..~ t !JIL'I 1'l.'IU X :g ..... ~~- OUA@11j fJ6(J a, -,OS, Mw ••• I --~~~~------~------~----~ " I <:, X <\',' + ..::,: --.J ~-------------------<c, I --•-_,!---~-•~-~,~-~ ---_.., -•~>~ M-1_ -----..J •••• _,_ ___ •-"''1.--~-(&.:J'"" •••~~W --.s••-~ •---+•- BAG RING 2' HIGH CONSTRUCT/ON NOTES (DS!Lr FfNC£------------ @Gle4m. BAGS------------- @STABILIZOJ CONSTRUCTION fNTRANC£------ PER CAL STORUWAT£R BIIP HANDBOOK, STD. TC-1 @ SLOPE PROTEC'TION---------- l)(R[CTTON Of FLOW----------- ·?II c PREPARED IN THE OFFICE OF: 0 0 0 Mw ... ¾) ~ . ,1-.. 760/721-2000 BUCCOLA ENGINEERING, • -ll<IHII! 1.nc 8142 ViBt« l'av, Suit• 30 f. Ooeanaide, CA 92056 OFFICE BUILDING APN 158-180-20 BENCH MARK OE:SCRIPTION: POINT NO. 122 JJVCll!Df;D 1N 'l'IJE JJ:;'EIJNG l/ESUL1'$ LOCATION: _IJD.IJLQ!f._fl£.C()RJ!..Qf'._/l.filifJlI !fQ~f1:t?1 .Of...'fllE .. _, CITY OF CARLSBAD S/!RVEY CONTROL !fJ.,"J'fOflK RE:COR0£D: ---,~=---------==n--flcVA i/ON: JZ'l.190 DA TUM: {NCYDe9J -~~~----- ~ ~ § <::; -~ "'!I---" Cl;; .... ~---~I-----;:--------- X L UNTIL SWALE JS CONSTRUCTED l "AS BUILT" 5· "". ,,,, EXP, 3-31-0! DATE IJJ 0 10 !Ill ~ CITY OF CARLSBAD I Sr!EETS I 1-----t--+----------------t----1------;1----+----t l_;:Lj ENGINEERING DEPARTMENT 3 l----+--------------------i---+----i---+-----1 1----+--+---------------1---+---,1----1----1 EROSION CONTROi. PUNS ENG1 NEER OF WORK REVISIOM DESCR!PTIOM 1265 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA -0 '.i 'j; ~ -._ _______________________________________________________________________________________________________________________________________ .,.,c 1 I i ' ' . I i "I