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HomeMy WebLinkAboutDWG 433-4A; PD 05-10; GOLDEN RESIDENCE; 01-05I I I I I I I ' I I L• GRADING NOTES (IN ADD/1/0N TO THE; REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE'AOUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHO~ ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR110N OF THE CARLSBAD MUNICIPAL CODE, RESOLU110N OF CONDl110NAL APPROVAL, CITY STANDARDS OR OTHER ADDl110NAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE'ASE THESE PLANS ~[N NON-CONFORMANC[ IS DISCOVERfD. 3. CITY APPROVAL OF PLANS DOCS NOT R[Ll[VE THE D[VELOP[R OR ENGINE[R-OF- WORK FROM R[SPONSIB/UTY FOR THE CORREC110N OF ERRORS AND OMISSIONS DISCOVERED DURING CONS11lUC110N. ALL PLAN R['ASIONS SHALL B[ PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER I\ILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA TE OF INSURANCE MUST B[ FILED NAMING TH[ CITY OF CARLSBAD AS AN ADD/110NAL INSUR[D ON TH[ P[RM/TTE['S POLICY IN TH[ MINIMUM AMOUNT OF $1,000,000.00 FOR [ACH OCCURR[NC[ OF LIABILITY. TH[ INSURANC£ COMPANY v.R/11NG TH[ POLICY MUST HAif A RA11NG OF "A'-OR B[TTER AND A SIZE CA1EGORY OF CLASS V OR BfTTER AS fSTABLISHE:V BY "BfSTS" K[Y RA TING GUID£ 5. UNL[SS [X[MPTED BY SEC110N J01.(b)5 OF TH[ UNIFORM BUILDING COD[, RETAINING WALLS OUTS/D[ OF PUBLIC RIGHT OF WAY R[QU/R[ S[PARATE P[RMITS FROM TH[ BUILDING D[PARIM[NT. 6. NO WORK SHALL B[ COMM[NC[D UN11L ALL P[RMITS HA VE Bf[N OBTA/N[D FROM TH[ CITY AND OTH[R APPROPRIATE AGENC/[S. 7. APPROVAL OF TH[SE PLANS BY TH[ CITY [NGIN[[R DOES NOT AUTHORIZ[ ANY WORK OR GRADING TO B[ P[RFORM[D UN11L TH[ PROP[RTY O~[R'S P[RMISSION HAS B[[N OBTA/N[D AND A VALID GRADING P[RMIT HAS BffN /SSU[D. 8. NO R['AS/ONS I\ILL 8[ MADE TO TH[SE PLANS I\ITHOUT TH[ v.RITTEN APPROVAL OF THE CITY ENGINEER, NOTED I\ITHIN TH[ R['ASION BLOCK, ON TH[ APPROPRIATE SH[[T OF TH[ PLANS AND THE 11TL[ SHEET. 9. ORIGINAL DRAI\INGS SHALL B[COME THE PROPERTY OF TH[ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAI\ING SHALL BE RE'ASED TO REFLECT AS-BUILT CONDl110NS BY TH[ [NGIN[[R-OF-WORK PRIOR TO FINAL ACC[PTANCE OF TH[ WORK BY TH[ CITY. 11. ACCESS FOR FIR[ AND OTHER [M[RGENCY VEHICL[S SHALL Bf MAINTA/N[D TO THE PRO..£CT SITE AT ALL 1/MES DURING CONS11lUCTION. 12. ~ERE 11lENCHES ARE I\ITHIN CITY [ASEM[NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SH[[T, (B) LABORATORY WORK SHE;[TS AND (C) COMPAC110N CURVfS, SHALL BE SUBMITTED BY A PROFESSIONAL CNGINffR OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DD/NG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT I\ILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR I\ITHIN TWO WORKING DAYS OF THE COMPLE110N OF FIELD TESTS. 13. A SOILS COMPAC110N REPORT AND COMPLIANCE VER/FICA 110N REGARDING ADHERENC[ TO RECOMMENDA 110NS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON11lOLLED GRADING SHALL BE DONE UNDER THE DIREC110N OF A PROFESSIONAL ENGINEER OF THE · STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL B[ CONS11lUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA 110NS AND THE " EARTHWORK SPECIF/CA 110NS " ATTACHED TO THE PRELIMINARY SOILS /NVES11GA110N. DAILY FIELD COMPAC110N REPORTS I\ILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSfflUCnDN MEETING SHAU BE HELD AT THE SITE PRIOR TO THE B£GJNNJNG Of WORK AHO SHALL B£ ATIDIDm BY All REPRESENTAD\,fS RESPONSIBLE FOR CONS11lUC110N, INSPEC110N, SUPER'Aflff/Ja TfS11NG AND ALL OTH[R A$fECTS OF . THE WORK. THE CON11lACTOR SHALL RE EST A PRECONSTRLJCflON ME[11NG BY CALLING THE INSPEC110N LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STAR11NG CONS11lUC110N. THE CON11lACTOR I\ILL THEN BE CONTACTED BY THE PROJ£CT INSP[CTOR TO COORDINATE A DA TE AND 1/M[ FOR THE PRECONS11lUC110N MfE11NG. APPROVED DRAI\INGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT I\ILL 8[ PRO'AD[D BY THE PROJECT INSPECTOR AT THE MEE11NG. 15. ALL INSPECTION REQUESTS OTHER THAN EDR PRECONSIRUCUDN MEETING IIILL BE MADE BY CAll ING THE ENGINEERING 24-HDIJR JNSPfCTIDN REQUEST I/NE AT (619) 4J8-J891. INSPfCllON REOIJEST MUST BE RECEl'£D PRIOR TO 2: 00 P.M. ON TH[ DAY B[FORE THE INSP[CTION /S NffDEO. INSPEC110NS I\ILL Bf MADE TH[ N[XT WORK DAY UNLESS YOU REQU[ST OTHERI\ISE. R[QUESTS MADE AFTER 2: 00 P.M. I\ILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE O~ER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CON11lACTOR SHA/,L DESIGN, CONS11lUCT AND MAINTAIN ALL SAFETY DE'ACES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA110NS. 17. THE CON11lACTOR SHALL CONFORM TO LABOR CODf SEC110N 6705 BY SUBMIT11NG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOI\ING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PRO'ASIONS TO BE MADE OF WORKER PROTEC110N FROM THE HAZARD OF CA 'ANG GROUND DURING THE EXCAVATION OF SUCH 11lENCH OR 11lENCHES OR DURING THE PIPE INSTALLA110N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL 11lENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 110N. If THE PLAN VAR/ES FROM THE SHOR/NG SY51EM STANDARDS £STA8LJSI-IEO BY THE CONSTRVCTIOtl SAFETY ORDERS. llTLE 8 CALIFORNIA ADl,1/N/STRA ll'lt CODE, THE PLAN SHALL BE PREPARED BY A REGISTffiED ENG/NfER AT THE CONTRACTORS EXPENSE. A COPY OF TH[ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE /NSP[CTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UN11L , A VALID BLAS11NG PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA 1/0N FOR BLAS11NG PERMIT l\£LL IN ADVANCE OF THE SCHEDULING OF BLAS11NG OP[RA 110NS. 19. IF ANY ARCHAEOLOGICAL RESQURCE;S ARE msCQVfRED I-IITHIN ANY IIQRK AREA DURING CONS11lUC110N, OPERAUONS IIILL CEASE IMMfDIATfLY. AND THE PERMITTEE I\ILL N011FY THE CITY ENGINEER. OPERA 1/0NS I\ILL NOT RESTART UN11L THE PERMITTE[ HAS RECEIVED v.RITTEN AUTHORITY FROM THE CITY ENG/N[ER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJAC[NT THER[TO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 110N OF 11lUCKS, EARTHMOVING EQUIPMENT, CONS11lUC110N EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPM[NT SHALL BE LIMITED TO TH[ PERIOD BETl\£[N 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMO'ANG OR GRADING OPERA110NS SHALL BE CONDUCTED ON l\£EKENDS OR HOLIDAYS. (A UST OF CITY HOUDA YS IS AVAILABLE AT THE ENGINEERING DEPARIMENT COUNTER.) 21. ALL Off-Sl1f HAUL ROU1fS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL Bf OBTAINED FROM, AND WASTE MATERIAL SHALL B[ D[POS/TED AT. A SITE APPROVED BY THE CITY ENGINffR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL ROUTE:S OR ADJACENT STRffTS AS A RESULT OF THE GRADING OPERAUON. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO 11l[ES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AR[AS SHALL BE GRAD[D TO DRAIN. GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLAN$ ARE SUBJ£CT TO A SIGNED AND APPROVED SET OF EROSION CON11lOL PLANS. EROSION CON11lOI. SHALL BE AS SHO~ AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE 11l/MM[D TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SEC110N. THE SITE SHALL Bf LEFT IN A NEAT AND ORD[RL Y COND/110N. ALL STONES, ROOTS OR OTHER DfBR/5 SHALL BE R[MOVED AND DISPOSED OF AT A SITE APPROVED OF BY TH[ CITY ENG/N[ER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED I\ITHIN TEN (10) DAYS OF THE 11ME ~EN EACH SLOPE IS BROUGHT · TO GRADE AS SHO~ ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAI\ING NO ____ , AI/D/OR AS DIRECTED BY THE CITY [NG/NEER 'OR• PLANNING DIRECTOR. 29. THE O~ER/APPUCANT SHALL INSURE THAT ALL CON11lACTORS SHALL COORDINATE THE WORK OF THES[ GRADING PLANS r.lTH THAT SHO~ ON BOTH THE LANDSCAPE AND /RR/GA 1/0N PLANS AND TH[ IMPROVEM[NT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE 111TH TH[ LANDSCAPE MANUAL 11ME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE U11L/Z[D PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 111TH 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MfETS ASIM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. J1. ~ERE AN EX/51/NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA 1/0N, IT SHALL BE REMOVED r.lTHIN Tl\£NTY FEET OF BUILDING OR 511l[ET AR[AS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER AREAS TH[ PIPE I\ILL B[ PLUGGED 111TH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. THE CON11lACTOR SHALL VERIFY TH[ LOCA110N OF ALL EXISTING FACIUnES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJ£CT SITE SUFF/CIENTL Y AH[AD OF GRADING TO PERMIT THE RE'ASION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA 1/0NS ARE IN CONFLICT 111TH THE PROPOSED WORK. 33. THE CON11lACTOR SHALL NOTIFY AFFECTED U11UTY COMPANIES /SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR FACIL/11ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTAnVE. UNDERGROUND SER'ACE ALERT SDG4tE PACIFIC BELL ADELPHIA CABLE COMMUN/CA 1/0NS •cox COMMUN/CA 110NS CITY OF CARLSBAD(S11lEETS 4c STORM DRAIN) 'CITY OF CARLSBAD(SEl\£R, WATER 4c RECLAIMED WATER) 'SAN DIEGUITO WATER DIS11l/CT 'I.EUCAl)IA COUNTY WATER D1511l/CT 'VALLECITOS WATER DIS11l/CT <OL/VfNHA/N WATER DIS11l/CT 'BUENA SAN/TA 110N DIS11l/CT 'AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: (800)422-4133 (800)660-7343 (800)892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-0460 (760)753-6466 (760)726-1340 A. FOR CONTROLLED GBAWt;f -TH[ APPLICANT HIRES A Cl'AL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL AD'ACE, OBSERVE AND CON11lOL THE WORK IN PROGRESS /15.16.120.8/ CARLSBAD MUNICIPAL CODE. B. PRJOR TO FINAL APPROVAL OF A GRAD//'IG P[RMIT -THE FOLLOWING REPORT$ MUST Bf SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR [15.16.120.9 4c 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPER'ASING GRADING ENGINEER STA 11NG ALL GRADING IS COMPLETE. ALL EROSION CONffiOL, SLOPE PLAN11NG AND /RR/GA 1/0N ARE INSTALLED IN CONFORMANCE 111TH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARIMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, ~/CH INCLUDES R[COMMENDED SOIL BEARING CAPAC/11ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCi.UV[ A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE 111TH THE REQUIREMENTS AND RECOMMENDA 1/0NS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. OWNER'S CERTIFICATE I HER[BY CER11FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BE[N OR WILL BE RETAIN[D TO SUP[RVIS[ OVER-ALL GRADING AC11VITY AND ADVISE ON TH[ COMPAC110N AND STABILITY OF THIS SITE. ( J I _c ._ o<c_1t::l-- NAME: STEVE AND KELLY GOLDEN ADDRESS: 1645 SOUTH RANCHO SANTA FE ROAD, SUITE 208 SAN MARCOS, CA. 92078 TELEPHONE: 760-431-9412 OR 760-213-6535 LEGAL DECRIPTION ·LJAIE LOT 69 OF LA COSTA MEADOWS UNIT NO. 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO STA TE OF CALIFORNIA, ACCORDING TO MAP THER[OF NO. 6800, F/L[D IN THE OFFICE OF THE COUNTY R[CORD[R OF SAN DIEGO COUNTY, DECEMB[R 9, 1970. APN: 215-250-21 I NOT TO SCALE --·----· ... WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONS11lUC110N OF ALL CUTS AND FILLS, REM[D/AL GRADING, DRAINAGE F AC/LI nES, EROSION CON11lOL F ACIL/11£5, AND PLAN11NG OF P[RMANfNT LANDSCAPING AND PREPARA 1/0N OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHO~ OR ll[QU/RED ON THIS SET OF PLANS AND TH[ CITY STANDARDS, SPEC/FICA 110NS, REQUIREMENTS, RESOLU110NS AND ORDINANCES CITED ON TH[SE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 111TH THE FOLLOI\ING DOCUM[NTS, CURRENT AT TH[ 11M[ OF CONSTRUC110N, AS D/R[CTED BY TH[ CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. THE STANDARD SPEC/FICA 110NS FOR PUBLIC WORKS CONS11lUC110N (GREEN BOOK). 5. SOILS REPORT AND R[COMMENDA 1/0NS BY CDG ENGINEER/NG DATED 7-19-2005 6. THE SAN DIEGO REGIONAL STANDARD DRAI\INGS AND AS MAY B[ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY C/'AL ENGINffRING DESIGN GROUP DA TED SEPT. 22, 2005. 8. CALIFORNIA STORM WATER QUALITY ASSOC/A 110N (CASQA) STORMWA TER BEST MANAGEMENT PRAC11CE, CONS11lUC110N HANDBOOK: AND THE STA TE OF CALIFORNIA D[PARIM[NT OF 11lANSPORTA110N CONS11lUC110N SITE BEST MANAGEMENT PRAC11CES (BMP) MM'.·AL. EARTHWORK: CU T / EXCAVATION = 422 CY FILL (INCL UDES 15% SHR INKAGE) 310 C. Y. EXC ESS (EXPOR T)= REMED IATION VOLU ME = 112 C Y. 4 74 CY ~ --'----~--'.,.---, -----~-T=---~•,:.:----. ,-,~•ro;•:•;•,,'"•~••-_y +'l-••..-i ---,----,--;-•.~-••••••,.,-.-•~•'' , ' ,i ' -~~ ~-----.. , -2 •--•' --------c_· _,,_____ • I A 'i''i; •! I I ---. -,- LE GEN D DESCRIPTION DIRECTION OF DRAINAGE EXI STING CONTOUR PROPOSED CONTOUR PROPERTY LINE SAND/GRAVEL BAGS SE-8 STABILIZED CONSTRUCTION ENTRANCE TC-1 SILT FENCE SPOT ELEVATION (PROPOSED)°'' SPOT ELEVATION (EXISTING) SETBACK LINE CONCRETE RETAINING WALL SEWER CLEANOUT ROOF DRAIN SUBDRAIN UNDER WALK STACKABLE RETAINING WALL DEEPENED FOOTING CUT/FILL PATIO / WALK PROPOSED SE'w'ER LINE PROPOSED 'w'ATER LINE EXSITING SE'w'ER LINE EXISTING 'w'ATER LINE FD MONUMENT AS NU TED ~ SYMBOL 509.8 -ljll.90 ' I• ··. ~; ·-· 1 E ----3 r{ ® ..... F _,_ C )d s w s w GAS VAULT -- .-.IL . . ,, ,'•:''. ' i /!i I . ,. i I I 1! ! ._, I·: ' :_,,I I ':'i . ! I (4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED MTHIN ONE (1) YEAR AFTER THE CITY ENGINffR'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES I\ILL BE REQUIRED FOR ANY SUCH RECH[CK. P/?OJ£C7' LOCAT/ON ■ ~ STORM BR AIN CATCH BAS IN FD, FOUND J6. THE SOILS RfPORT 1/TLED LIMITED GEOTECHNICAL INVES11GA 1/0N LOT 69 WANDA C[. PREPARED BY CDG ENGINEERING DATED JULY 19, 2005 AND ADD[NDOM DATED SfPL 21 •™ , SHALL BE CONSIDERED AS A PAR T OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE MTH THE R[COMMENDA 110NS AND SPEC/FICA 1/0NS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINE[R OF WORK FOR THIS PROJECT, THAT I HA VE [XERC/SED RESPONSIBLE CHARGE OVER TH[ DESIGN OF THE PROJECT AS DEFINED IN SEC110N 6 703 OF THE BUS/N[SS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CH[CK OF PRO..£CT DRAI\INGS AND SPECIFICA110NS CITY . OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBIL/11ES FOR PRO..£CT DESIGN. BY THE OF MY FIRM: CDG £NG/NEERING ADDRESS: 1057 SYCAMORE AVENUE CITY. STA TE: 'ASTA. CA ,,.,---7. TELEPHONE: 760-599005 "--=-1 ~ (!{§ (~ NO. C<17303 --~ I DATE:_\_/~-~~/-· _D_, __ l[*~,pc ,v:,iil• .,,:~ / Br· _ 41 • MASSOOD GASKARI ~ ~,,. -~--cf.'- R.G.E. N0,:_4~,~JOJ~------,,...,,.------:---_t:.__~\'i' R[Gl511lA nON EXP/RA 1/0N DA TE: ...c12"-'/2-"0"-6 _,1'~---- SOIIB ENGINEER'S CERTIFICATE /, MASSOOO GASKARI , A R[G/ST£RED Cl'AL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLl[D SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL COND/1/0NS PREVALENT WITHIN THIS SIT£ WAS MADE BY ME OR UNDER MY DIREC110N BETWEEN THE DA TES OF JULY 10, 2005 AND JULY 16, 2005 . TWO COP/[$ OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDA110NS, HAS BEEN SUBMITTED TO Tlj[-'OFFICE OF THE CITY ENGINEER. \ . " {\{\ -;?; ' SIGNED: \V \ I ) MASSOOD GASKARI P.E. NO.: C47303 DA TE: __ \[.a...,(p (~o_1 _____ _ ' ' LICENS[ [XPIRA 1/0N DA TE: 12/2005 · ,' .\ '' -. .-. ' VICINITY MAP SCALE: NON E SOURCE OF TOPOGRAPHY TOPOGRAPHY Sl-10~ ON THESE PLANS WAS GENERA TED BY NICK KAZEMI FROM FIELD INFORM A nON GATHERED ON MAY 05. 2005 TOPOGRAPHY SHO~ HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PRO.£CT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-250-21-00 THE CALIFORNIA COORDINATE INDEX OF THIS PRO..£CT IS: N 1982 E~6=25=5~-------- BENCH MARK FOUND l\£LL MONUM[NT AT TH[ INTERSEC110N OF BASALTO S11lEET AI/D ABEDUL 511lEET. POINT NUMB[R : JJ , STA 110N NAME : CLSB-033 , NGvV29 ELEVA nON = 422.601 ' I N1'v 1 i" '•·•I ENG INEEFi OF WORK MASSOOD GA SKARI DATE: CDG ENGINEERIN G O· ENGINEER fv\_ ~ R.C .E. NO. 473C3 ~ [1J ~ I!] ,I' PPe o--<>-0 0--0 =-<> WR '-- © H.C. @,] C Tl/ BIi CF VATER VALVE --BOUNDARY LI NE ~o ' GAS VALVE AREA LIGH T ELE CTRIC PUI L<J) BOX 4•0 TREE ELECTRIC VAULT BE LL VAULT el STREET SIGN ' BELL MANHOLE G.A. GUY ANCHOR POVER POLE -= =-CDNC BLOCK \/ALL STREET LIGH T & TRAFFIC SIGNAL . + SPOT ELEVATION TRA FFIC SIGNAL -~-FENCE STR EET LIGH T VATER ME TER FIRE HYDRANT SANITARY SEVER MANHOLE HANDI CAP CABLE T.V. BOX ELEORIC MANHOLE TOP OF VALL BACK OF VALK CURB FACE ~- e PARK ING MET ER 0 VAT ER VAULT I!] NEVS STA N□ I,] PUBLIC PHONE © STO RM DRAIN MANHOLE • SEVER CLEAN-OUT I!! GAS METER TC TOP OF CURB FL FLOV LINE EG EDGE OF GUTT ER CIVIL ENGINEERING D!SIGN GROUP CIVIL & STRUCTURAL ENGINEERS 1057 SYCAMORE AVENUE VISTA, CA 92003 WWW.CDGENGINEERING.COM 11 17601 599 8585 II (760) 599 s901 Pst:N~EPARTMENT APPROVAL DATE 3 /9' j(X; C,,,., ~~NNING DIRITIOR {SIGNED) · }f s fn:pi BU IL T11 CJ/1~/tJS ea-, ---z::>Aaj) (SIGNED) RECOMMENDED BY, DATE:3 ;, /do 1-R_E_V_I_E'w'-ED_B_Y_, ------------- (} 7 ') (, J.. 3-'A.M, wRr;;W' 3/8/o<,, (PRINT NAME) DATE lf)j~E C T □Rr IZ-"l-08 DATE l---+--1--------------+---+--+--+--l I SH~ET I CITY OF CAR LS BAD I SH ~E TS ~==--==:::E::N:::G::IN:::E:::E::Rl::N:::G:::::::DE:::P=A::R=T=ME:::N=T==:::...':=== ~/12 MG ~ A<o ~U\LT OA'IE INI rlAL DATE INITI AL DATE INI TIAL ENGI NEER m· WORK REVISION DE SCRIP TION OTH!="R APPROVAL CI TY APPROVAL PRECISE GRADING PLANS FOR LOT 69 , VI ANDA CT. CARLSBAD, CALIFORNIA 92009 BUILDABLE PAD AN[/ -DRIVEWAY ---.. _ APPROVED f3 I"" _ GLENN PRU IM Ar~~~~ J/f'"'" CITY ENQNEEll E 51274 XPm 9/30/07 DAT OWN BY: CrlKD BY: 611.li' RVWD BY: ,J/IT,] : PROJECT NO DRAWING NO. PD050010 433-4A _, ,, ' ' . . ' '. i ' : i " ' I, ' .. ' 'I l Ill "' I --¥------+-26 ·-~~-------.~ _J LL Oil ..... lri 0 " I Ill Ill I 0 1/) ai o, "<t-r- I 5 , 26' 1261 412,94Fl FD. SSM REC. 9416 ELEV =411.45 W------W-----+- 40 NOTES: 404.14 AF;\J 215 250-20 OT 68 !V!AP NO. 680 -l-4o3,9s 404.10 GARAGE '171'' ,-,,!,~ ,--.,~.,7 /'.~'\' /!'•,--/.'•,·, ',' ,' L.''--J L•_1l_1 J 'j LL r·· r 1-, :) ,. , ;,, r~ 1..J / I,.._, /Vi'/-\ ,I /\/(-,: (-' ,-) /-·1 /-, [) C) I_; LJ ·"'-"· GARAGE PAD EL =413.50 "B'GARAGE ~ X PAD EL =413.50 ~~ F.F. EL =414.00 9 "' I 3' ~\\:l ' MAIN LEVEL PAD EL =414.0 0 F.F. EL= 414.5 "E" -s= 6' HGT MAX, CONSTRUCTION LEGEND: 0 ® 0 0 ® RETAINING WALLS AND STAIRS ARE REQUIRED TO BE A PART OF THE STRUCTURE; A SEPARATE PERMIT IS REQUIRED. CONSTRUCT DRIVEWAY PER STD. GS-12. SEE ARCHITECTURAL PLAN FOR PERIMETER OF (MAIN LEVEL FINISH FLOOR.) REMOVE EXISTING CURB, INST.\LL A NEW DRIVEWAY PER STD. GS-12. MATCH THE EXISTING E~EVATION @ STREET. CONNECT 4" SEWER LATERAL TO CLEANOUT, INV. = ±405.60 REQ'D.) EXISTING SEVICE WITH (TRAFFIC RATED COVER CONNECT WATER METER TO EXISTING WATER SERVICE (TRAFFIC-RATED METER BOX REQUIRED) @ @ @ @ @ -X ~ - 406.15 41 ~43) 1~ I I I I I I a' -~ I I I '--I 1 ' 7 2 \ 10· \ -to515 A~-f>UILT ADDED DRAINS,~ 4." PVC PIPEO W/!::,Lc,PE; f~FliWt-JT \ I A-~--=++-~~ ri---1--<-=Z~A~ e,UILT-ELIJ-1\l~ATED PROPOSED LOWE~et\:L PAD EL: 404.00 F.F, EL =404.50 .. -~ "D 2" <J' 16 - ~ --~--9- -X --------X I I POSTS FOR PATIO COVER ARCHITECTURAL (PER SEPARATE PERMIT.) TEMPORARY SLOPES OF 1:1 MIN. GRADIENT IS REQUIRED DURING ROUGH GRADING FOR THE RETAINING WALLS SHOWN INTEGRAL TO THE STRUCTURE. CONNECT FLOOR DRAIN TO SUB DRAIN 1'1PlV 215-250-11 LOT 65 MAP NO. 6800 APN 215-250-18 LOT 66 Iv/AP 1\JO. 6800 CONSTRUCT 3" DIA. SUBDRAIN UNDER WALK PER SDRSD D-27 CONSTRUCT STACKED BLOCK RETAINING WALL, (2' HGT. MAX) PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL'S D-1 AND D-2. ENGINEER OF WORK MASSOOD GASKI\R' DATE, R C.E NO, 47303 o· 5' 10' 20' GRAPHIC SCALE: 1" -1 O' CIVIL ENGINEERING DESIGN GROUP CIVIL & STRUCTURAL ENGINEERS 1057 SYCAMORE AVENUE VISTA, CA 92083 WWW.CDGENGINEERING.COM D 11601 599 8585 II 11601 599 8901 11 PS :3UILT 11 rn -1--CJ. · . ""' 12148 C:XP. /,;}/o"J DATE, 1 THIS EXISTING SURVEY SHOWN ON THIS PLAN WAS PREPARED BY: NICK KAZEM, INC. MAY 05, 2005 © 0 ® FINISH GRADING SHALL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO SWALE 3' AWAY FROM THE BUILDING. BIO SWALE @ 1.0% PER DETAIL "E-E". CJG ENCINFFRING n ENGINEER /\fl. -I? -··· EXP _12-30-Df "f·· RlVJE'v/ED BY, NICK KAZEM L.S. NO. 7022 EXP. 6-30-2006 ® DEEPENED FOOTING TO 4' -0" BELOW THE GRADE LEVEL, PER THE SOIL REPORT. 4966 TOPANGA CYN. BLVD., WOODLAND HILLS, CA 91364 PHONE: (818) 999-9890 2. THE LEGAL DESCRIPTION, BOUNDARIES AND EASEMENT SHOWN HEREON ARE PER RECORD DATA. @ DIRECTION OF SURFACE GRADING, MAINTAIN A MIN. SLOPE OF 1% MIN. 3. MISC. DATA TOTAL PROPERTY AREA: 9,913 SQ.FT. @ SUB DRAIN (PUMP TO BIO SWALE AS REQUIRED) L--·c·,, ['E""'PIP-I"'1 L J/~.L 1 ~-:.::1(____, 1J1\ LOT 69 OF L/1 COST/, !'v!El,DOWS U1\1!: NU i. ,1,\1 U--/C '..,'.1 ,i Y 0,1--C,L,,i<i_SOAC, C'JU,1\/ ,1 "r' C,' SAN D1£GO STAT[ or CALiFORN,'/\, /1,CCO,'?Di,\'G re ,,\;!/,,/--' ,':' iU,?i_J),' .'\'G. Eb'.X1. ; ,:~:_,') iii,! Tl-I[ orrtC[ 01 fl,,'L CCUN i Y i,!,L(:(;,·m; /,? ~)~ _<-,-.J,i'-.: ,'),',~ :,':) c:)U:\/ i"/, or--:_;~-.\1,S,CP 9, :.'?70 APN.· 215-250-2' Ill NCI llvl;\l?K rOUi\/0 W[LL ,l;!QN'UM[i\' T AT Ti-IP .IN TFF?.Srr:T.1(),\1 OF RASAi TC STR[ET A,1\,10 ABEOL)L STl~t[T. POlNT NUMBE,R : 33 , STAT/ON NAM[ : CLSB-CJ3 , NG'✓C29 [LEV/1.T/ON = 422.60,1 IZ-"l-oi DAT[ ---+---1-----+---1 I SH ~"T] +-----------------+---+----! CITY OF CARLSBAD I SHlETS ENGINEER!N[ DEPAR-MENT . 5 , ace "'s D.t..TE IN1 TIAL DATE \JIT!A.L i ENC:Nc_rn Or l'\ICJR< kf VISION UlSCRIPTION OTHER APPROVAi E GRAD ING PLANS FOR: PRECIS LOT 6 9 , VIANDA CT, CAHLSIJAD, CALJl'ORN!A 92009 BUILDABLE PAD AKD DRIVEWAY APN # 215-250-21 APPROVED$ A_,'➔ /7 ~·. ' ~_,, td~ ... --~· CITY E.,GIN" . PF 51 4 EXPIRES 9 -+----l liWN BY ---1 l1 RUJlC I NU. DA'T INITIAL G'l'l CR~✓K1"~ 3FlYY•. ,:,,, p J O 5001 0 C TY APP~OV/\_ ,u ,.,., GLTNN PRUlf~ 111,/,:,4 Joo; J.liL CRAWING NO. !\.33-4A . \ 'I, 011209 ! I jl\ . l' .. :·." \. '·,. -,I . '. "'·-~ ;! . ~--. '! ~," __ ,,.. '' :, ' . ::1' I \, :, 1.!' ' I I ,, I :., [,, ! ' i I ' .I I [, ' t i·' i I l , --,l''---------5.5''-----~i<- SECTION A-A FOR G-14B DRIVEWAY SECTION B-B FOR G-148 DRIVEWAY DETAIL "C" 1YPICAL DRIVEWAY SECTION ,.L. SCALE: 1"=2' •1,1 ·,b ENTRY TO GARAGE SLOPE ,L ENTRY TO GARAGE SCALE: 1"=2' 4" CONCRETE W/#3 STEEL BARs@ 18' O/C EACH WAY 4" OF CLASS 2 SUB-BAsE (COMPACTED TO 90% DENSITY) , __ ------ SLOPE -;~---.---; . •, SCALE: 1"=2' 'E"'r, o·,-c:c-·R1=1 -r1r,. :_ un_ [_,_, \ · , _ _,,1~ LOT 69 OF LA COSTA iA[ACOV\iS UN,'T N:J. i, ,'N Ti.,'~ CF;-Y 01' Ci',,'?i_S[3,L:~, CC(l1\•·,r:·· OF SAN mrco STAT~ or CN_/,i:-C)R/V//1, /,.CC(),f:/[)l,f\lG TC) ,\;//1P T/ /[,'~CO-' NC) ,.~,'!_CO lN n--it_ Of-F/Ct. of-tHt couN 1y H~_e,'cJeof_,c,; o,L SA/J ;;,,,;-c:::i CO-'../,\'; Y. ri.ccr:,11:,s_,_-;,:' <J, -.1D:n APN: :?/5-?SO-?I EXISTING 5' HGT. CMUWALL P.L. ,7 I I I -------7 STACKABLE RETAINING WALL PER MANUFACTURER'S RECOMMENDATION. PROPOSED GRADE ---- • 6 1611 TYPICAL uAROEN ~~ OR.Al N '""1-PeR PLAN t GARAGE F.F.• 414.00 ,,. FOOTING ----------- BW EXISTING GRADE SECTION Dl-Dl (1YPICAL) SCAl.E: 1"=2'(HORIZ.) 1"=2'(VERT.) p(i 2% SECTION D2-D2 (1YPICAL) SCALE: 1"=2 '(HORIZ.) 1"=2'(VERT.J \ : :I( EXISTING 5'HIGH I V CHAIN LINK FENCE I (LOCATION VARIES 1 ALONG PROPERTY LINE) I 1( STACKABLE RETAINING WALL PER MANUFACTURER'S RECOMMENDATION. -,f--t -----r,6' 6"-----+-r MAI~LEVEL\ F.F.-414.50 DEEPENED FOOTING TO 4' BELOW THE GRADE, PER THE SOILS REPORT PrL. In I I EXISTING 6' HIGH I V WOOD FENCE 11 (LOCATION VARIES I ALONG PROPERTY LINE) I 11 I II 11 Ii _,-----.....1 --'~-.JI I '--._/EXISTING GRADE " ' ' l I I MAIN LEVEL F.F.e 414.50 I l:th~LEY'EL F.F.e 404.50 \ . ' ... . ir .. : : ,· ··• ·-.. ·•' • .. . ·.· k •· -~-·. ~--•. _: • •a.-, ~. ':..._ ~ ... ,;~_,., : ' . '.. . .. . ' . .. . . . . ◄ .: . . . • • :11• ·: . . ·U-. SECTION F-F SCALE: NONE ENGINEER OF WORK MASSOOD GASKARI 4/j(Jj R.C.E. NO. ~--- ' . .,. :: . ; . '. ,·. ~,: ·:-~ . ' . 2% RETAINING WALL BY sEPARATE PERMIT SUB DRAIN, (PUMP TO BW SWALE AS REQUIRED) CIVIL ENGINEERING DESIGN GROUP CIVIL & STRUCTURAL ENGINEERS 1057 SYCAMORE AVENUE VISTA, CA 92083 WWW.CDGENGINEERING.COM D 17 60) 599 8585 II 17 60) 599 8901 // I\ s BIJIL T 11 M--+~-9/ l:2/tfJS [~T[ CCG ENGl~EERING _o ENG ,cm fl\. J;:, EXP ·,2~30~0/, r REV!E',iED BY DATE SECTION E-E ,---t--------------t---c------f--~____, ~ CITY OF C .4.RLS BAD ~ ~ EN~:NEE,:~G DEPl'RTMENT I _" _J SC~LE: 1"=2 '(HORIZ.) 1"=2'(VERT.) 3ENCHvlARK r:-oUNO v1/ELL M()i\lU,,l}.!:_Ni Ai' Ii-It-i'tv'ii-:k'Sf-CUOtv' Of-HASAi ro Srl-?f"/---i ANO li[J[OUL STt{[[ .'. ,,-JDi,\1 i !\'UMHt.k· JJ , SI A I/ON .r\iAMi:_ C)_SH-OJJ , ,'~'(;i/rJJ.9 FlFVAT!'Jill 422.601 kl:. Vi'.)l:JI~ Lli:.SCkll-' I IU~ D/\TE INIT /\L D.1\TE NITIAL OTHER APPRC\i.A,:... CITY _1\PPROV/,L ===:::'...::::====~~----_'._'.:__::_=-c::=:::; DETAILS FOR: LOT 69 VIANIJA CT, CARLSBAD, CALWORNJA 92009 IJUILDAIJLE: PAD AND DRIVEWAY APN # 215-250-21 APPR:JV=O Y G_ENN PRUII~ 4·#:e ZA'. ~ _ ~-.1./t 1o(.. CITY ENGl~IEC:~P 0 512Jl!r EXPl~ES 9 30 07 DfTE/, -======::::;-;=====~ OWN 3Y: ---~ROJECT N:J. DRA\/1/ ~~G i\O. ~0~;~ ~~. 6,-%., PD CJ 5 U U 1 O 4.3.3-4.A ,,,, ,• ,:!.-,- ' }(_ -, .. 't / "--- ) 011209 . ,,. ' . ' I ! j ,i 1 ! I ! I ' ' 11 I ! '11 ,! ··-'I ·1 1, ' EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQU/RED,CONTACT --~S""TE'-'VE.;;;;..GQ~W=EN-'--____ AT 260-431 9412 OR 760-2/,3-65.3.5 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY S£ASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENI£NT LOCATIONS TO FACIUTATE RAP10 CONSTRUCTION OF T£MPORARY DEv!CES WHEN RAIN /S £MIN£NT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT TH£ APPROVAL OF TT-/£ £NG/NEERING INSPECTOR. .f. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF 11-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDl110NAL EROSION CONTROL M£ASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OP£RATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£. 6. 1HE 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 TH£ CONCLUSION OF EACH WORKING DAY. 9. ALL R£MOVABLE PROTEC11VE 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 OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSITDED SLOPES FAIL TO PRO'v1DE EFFECTIVE COVERAI:>£ OF GRAD£D SLOPES (90n CO\IE'RAGE) PRIOR TO NOVEMBER 15, 11-IE SLOPES SHALL BE STABILIZED BY PUNCH S1RAW INStALLED IN ACCORDANCE Wl1H SECTION J5.D2J OF TH£ 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 FOLLO'MNG: A. HYDROSE£D/NG SHALL BE APPLIED TO: · 1. ALL SLOPES THAT ARE GRAD£D 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 Fl.A TT£R 1HAN 6: 1 WHEN ANY OF THE FOLLOWING COND/110NS EXIST: a. NOT SCHEDULED FOR IMPROV£MENTS(CONS1RUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY TH£ PARKS AND RECREATION DIRECTOR AS HIGHLY 'v1SIBLE TO THE PUBLIC. e. HA VE ANY SPECIAL CONDl110N 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 ST££PER AND THAT ARE: a. THRE:E TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM CiUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSIDA OF LOW PRECIPITATION SPRINKL£R HEADS PROVIDING 100% CO\,f'RAGE. b. GREAT£R THAN 8 FEET IN HEIGHT SHALL BE WAT£RED BY A CONVENTION- AL SYSTEM OF LOW PR£C/PITATION SPRINKLER HEADS PROVIDING 700:lf COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE IRRIGATED AS APPROVED BY TH£ CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOP£R SHALL SUBMIT A PROPOSED SCHEME TO PRO'v1D£ IRRIGATION TO THE CITY ENGINEER. TH£ 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 1HE SOIL AT THE OPTIMUM LEVEL FOR TH£ GROWTH OF TH£ HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 2D lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE e. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE: OF DIMORPHOLECA g. IT£MS 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 INOCULA T£D WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. /. ALL SEED MAT£RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAJNERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY B£ ADDED TO 1H£ HYDROSEED SLURRY AT JHE DISCRETION OF 1HE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBST/7UTED, ALL OR PART. FOR HYDRAULICALLY APPLIED FIBER MATER/AL. WHEN STRAW IS USED IT MUST BE: ANCHOR£D TO THE SLOP£ BY MECHANICALLY PUNCHING NO LESS THAN 50% OF TT-/£ STRAW INTO TH£ SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE: OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHEN/NG 1HE SURFACE TO BE PLAN1ED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEf PER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLA TT£R 1HAT ARE SUFFIC/EN7l Y FRIABLE. e. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE'. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLAN11NG BY: a. ADJUSTING THE SURFACE: SOIL MOISTURE TO PRO'v10£ A DAMP BUT NOT SATURAT£D SEED 8£0. b. THE ADDl110N OF SOIL AMENDMENTS, PH ADJUSTM£NT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROW1H. HYDROS£EDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL 1HE PROJECT IS PERMANENT!. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL 1HE PROJECT IS COMPLET£D AND ALL BONDS RELEASED. EX!STWG GROUND JO' MIN. ! 50'MIN. 12" MIN. 2" MINUS ROCK PROF!/£ " ' . " STEEL SHAKER PLA TtS/RUMBLE RACKS euauc F?!:JHT-or -WAY '\.--. FiL T[R FAB,~IC PUB IC R!GHT-O,-WAY F[NC[ BA,'!FIIER TO RES TR!C I ---------- lRArr1c TC CONSTRUCT/ON ----- [NTRANCE PROV/Of APPROPRIATE T.RANS/T/ON BE /WEEN STABfUZED CONSTRUCTtON ENTRANCE AND 1-'UBLIC RIGHT-OF--WAY STABILIZED CONSTRUCTION ENTRANCE PFR CAL/FOC?NIA STORMWATER BMP DVIG, ... JC-1 FLOW-'---- • VERTICAL FACE ANGLE: F/RST STAKE TOWARD PREVWUSL Y LAID GALE -- WIR[ O,q NYLON BOUND BAL[S PLACED ON !Hf CONTOUR 2 R£-BAF?S,STE£L PfCKETS,OR 2"X 2" STAKES 1 1/2' TO 2' IN GF?O/JND ANCJ-!OF?iNG DETAIL NAG[ AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND [XCA VAT[ A 4 BY 4 :N (/0 BY 10 CM) TRENCH UPSLOFE rROM ANO ALONG T!i[ LINE OF POSTS. J. ATTACH THE FILTER FABRlC TO THE \-\JR[ FENCE AND E.X TEND / T !N TO TH[ TRENCH. 2. STAPLE W!R[ >ENC/NG TO THE POSIS. 4 IN (10 CM) 4. BACKrtLL AND CCMPACT Tfi[ [XCAVA TED SOIL. SILT FENCE 9 IN. / [ARTHFN R!DGF UNLINED SWALE & BERM -,. . · .. ' ... ,., . .....,,_ . .. .,.,. f\1RE SCFIEEN FIL T[F/£0 VIA TE.R GRAVEL FIi !ER RUNOFF WATER VHTH SED:ME/\/T SEDlMENT DROP iN1ET WITH GRATE '---coNC.~[TE BLOC.'< BLOCK-SCREEN-GRAVEL SILT BASIN OROP INLET WITH Gi?AT[ COMPACTED SOIL TO PREVENT PIPING RUNOFF WA T[R WI fH S[OIMEN T I STAK[D STRAW B £ 12x. STRUT(S) . rtLT[1?[D WATER • STl?A ~V BAILS STAKtD Wllh' rwo STAKES PE.R !JAL[ cor?NERS ·'I Ill 2X6 STRUT(S) R[QU:.R[D WHE.N NO TED ON PLANS ' HAY BALE SILT BARRIER GRAVEL BAGS OVE:RLAP ONTO CURD -----_____ _., RUNOFF / / GAP BE TWEEN BAGS AC!S AS SP:1./.WAY 3 FT (0.9 M) .i\A/.f..J. /HREE LAYERS Of GRAVEL BAGS I.J✓,ITH ENDS OVER!.APPED GRAVEL BAGS c,,_;_ •. _,.,. -""' 4"-6" LOGS 24" LOG CHECK DAM • C ' • :--. ' LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSlRUCTlON ENlRANCE 300 SQ. FT. SILT FENCE 275 LI. FT. UNLINED SWALE & BERM LIMllS OF CLEARING & GRADING 245 L.F. GRAVEL BAGS FIBER ROLL 63 L.F'. HAY BALE CHECK DAM SANITARY /SEPTIC WATER MANAGEMENT !('MA-9)! 5 IN (15 CM) MATERIAL STORAGE AND COt-lTAINMENT AREA l(WM-1)1 MATERIAL USE !(WM-2j 24 IN (61 CM) STOCK PILE MANAGEMENT !{WM-3)! COARSE AGG.~E.GF/A T[ ~ SOLID WASTE MANAGEMENT !(WM-5)! FLOW 24 !N (61 CM) 0 L=/)ISi NCc SUCH THAT POINTS A ND B AR[ OF EQUAL [LEVA TION GRAVEL CHECK DAM ENGINEER OF ,VORK lv1ASSOOD GASKARI DATE: 1/ '-/" :,_ CDG ENGINEERING Q ENGINffR fY\_ 1~·-· R.C.E, NO. 4 lJOJ. CIVIL ENGINEERING DESIGN GROUP CML & SfRUCTJRAL ENGINEERS 1057 SYCAMORE AVENllf VISTA. CA 92083 WWW.CDGENG!NEERING.COM ■ (7 60) 599 8585 II (760! 599 s901 II ns BUlL T 11 ff\ _J).,.; 9/ J~/t>-4 l~/(J't DATE REVJEwlD BY, tZ·"l·o( CT □R DAT~ 1------l---+----------------+----+---+---J-----f J,;tWSJON CONTROL PLANS FOR: ENGINEER OF WORK REV so~ DESCRIPTICN ' ' ' .. ", .. , ,_, LOT G9 , VIAND A CT, CARLSBAD, C ALJFORNIA 92009 BUILDABLE PAD AN'D DllJVEWAY APN # 215-250-21 '· .....,.~ __ ,_ ... --•--- ' 0 111 Cl) 0 ..,., 5 I 26' 26' - - -.~ ........... ----------~ 412,94FL F!8ERROU.~ ~sM REc. 9416 :}-mrE ELEV,=411.45 41!,B~G L 7,49' A=t7•□9'19' GRAVE).. BAGS~ STABILIZE!> · \ CONSTRUCTION ~ \ ENTRANCE \ , ' <, \' ""\v.0 404,03 404,14 SU. T FENCE-· · 403.98 404,10 GARAGE j ---------J (410) GARAGE PAD a =413,5 F.F. EL =414.00 LEGAL JECRIPTION GARAGE \ PAD Et. =413.50 ] F.F, EL =414.00 . 411.41 PROPOSED LOWERLEVa PAD EL= 404.00 F.F. EL =404.50 MAIN LEVEL F.F. EL= 414.50 I I I ·rr-____ :!!] I 1-. ---• Ill,-""<::.'! i \\.,.,._..,,f--.._--~,r-- 1 w++-~ 1 I Q: ~ --_--;;;_ -----~ 411,11 MAINLEVa PAD EL =414.00 F.F. a= 414.50 -- I GRAVEL BAGS___,/ 406,58 O' 'fl 1 O' 20' / GRAPHIC SCALE: 18 = 10' / / BE~1CHM.ARK I --·-I I J , I ~ / -- I I ~ ! I I I I l I 406,15 408,75 41 ,43 0 12' 41 , 7 0 10• 405,15 -r---GRAVEL BAGS C"! r--0 ... ' 08.58 w • M If) SU. T FENCE -(\J "" • 00 (l) z I I I 41 ,08 406,25 I I I I , · 405,05 407.49 408,lt LEGEND DESCRIP]ON OUANJIIX SYMBOL STABILIZED CONSTRUCTION EN1RANCE 390 SQ, FT, SILT FENCE 270 L.F, UNLINED SWALE & BERM - LIMITS OF CLEARING & GRADING GRAVEL BAGS 310 LS, FIBER ROLL 63 L.f, SANITARY/SEPTIC WATER MANAGEMENT J(WM-9)! MATERIAL STORAGE AND CONTAINMENT AREA MATERIAL USE J(l'IM-2~. STOCK PILE MANAGEMENT l(WM-J)f SOLID WASTE MANAGEMENT J(WM-5)1 ENGINEER OF WORK M1\SSOOD GASKARI DAT':: CDC Et~GlhE[RING2 UIC secq /l,1 ..... -:..p.-... R.C.E. ,o. 47303 !(WM-1)! CIVIL ENGINEERING DESIGN GROUP CIVIL & STRJCTURAL ENGINEERS \C57 SYCAMORE AVENUE VISTA, CA 92083 WWW.CDGENGINEEl1'NC.COM ■ 17 60) 599 85S5 ■ 1760) 599 8901 ,1 A" .0 BU!L T 11 ff\~' '1/12 / 6"i D'ITE ~EVIE',/ED BY, DAIE 1------i----+---------------------+--+----+-----· -f LJ cr1·1 ·)···'. OF' CARI ... 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