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HomeMy WebLinkAboutDWG 428-3A; PD 05-03; OAK AVENUE SINGLE FAMILY RESIDENCE; 01-04GRADING NOTES (IN ADDITION TO 11-11: Rf:QU/R£M£NTS OF CHAPT£R 15. 16 OF 11-1£ CARLSBAD MUNICIPAL CODE:.) 1. THIS PLAN SUP£RS£D£S ALL OTHl:R PLANS PR[VIOUSLY APPROVED BY TH£ CITY OF CARLSBAD R£GARDING GRADING SHOWN ON THIS SfT OF PLANS. 2. APPROVAL OF THIS PLAN DO£S NOT L£SS£N OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL COD£, R£SOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGIN££R IN RESPONSIBL[ CHARGE SHALL R£VISE THfSf PLANS WHEN NON-CONFORMANCE: IS DISCOVERE:D. J. CITY APPROVAL OF PLANS DOES NOT RE:LIE:VE THE: DEVELOPER OR £NGINEER-0F- WORK FROM R£SPONSIB/LI TY FOR THE: CORR[CTION OF E:RRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO TH£ CITY £NGIN££R FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY £NGIN££R lt?LL 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO P£RMIT ISSUANCE, A C[RTIFICA TE OF INSURANCE MUST BE FIL£D NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE: PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURR£NCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA\£ A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS £STA8LISHED BY "BESTS" KE-Y RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE: UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL Bf COMMENCED UNTIL ALL PERMITS HA V£ BEE:N OBTAINED FROM THE CITY AND OTHER APPROPRIA T£ AGENCIES. 7. APPROVAL OF THESE: PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE: PROP£RTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSU£D. B. NO REVISIONS 1-\lLL BE MADE TO THESE PLANS 1-\lTHOUT THE WRITTEN APPROVAL OF THE CITY £NG/NEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE: SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROP[RTY OF THE CITY UPON BEING S/GN£D BY THE CITY ENG/N[ER. 10. THE ORIGINAL ORA lt?NG SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENG/Nff:R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY V£HICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TR£NCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRIS[D OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURV£S, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAIE OF CALIFORNIA, PRINCIPALLY DOING BUS/N[SS IN TH[ F/£LD OF APPL/£D SOILS M£CHANICS. TH£ SOILS R[PORT lt?LL Bf SUBMITTED TO TH[ CITY £NGIN££RING INSPECTOR 1-\lTHIN TWO WORKING DAYS OF THE COMPL[TION OF Fl[LD TESTS. 1J. A SOILS COMPACTION R£PORT AND COMPLIANCE V£R/FICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT /$ R[QUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CON TROLLED GRADING SHALL BE DONE UNDER TH£ DIRECTION OF A PROF£$$I0NAL ENGINEER OF THE STAT£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE 1-\lTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIFICATIONS " A TTACH£D TO THE PR[LIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL Bf SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFCONSTRUCDON MEETING SHAI L Bf Hf( D AT THf S!Tf PRIOR TO THE B(GINNING Of WORK AND SHAii Bf ATTfNDfQ BY All RfPRESfNIADVfS RESPONSIBLE FOR CONSTRUCTION, INSP[CTION, SUPERVISION, TESTING AND ALL OTH[I? ASPECTS Of THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MITT/NG THROUGH THE PERMIT CL[RK ( 438-1161 ext.4323 ) AT LEAST FIV£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROV£0 DRAWINGS MUST BE AVAILABLI: PRIOR TO SCHEDULING. TH[ GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUC110N MEEIING WILL Bf MADE BY CAI UNG THE f:NGINITRING 24 HOUR INSPEC110N RFQIIFST I/NF AT (760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M, ON THE DAY BEFORE THI: INSPECTION IS NEEDED. INSPECTIONS 1-\lLL 8£ MADI: THE N[XT WORK DAY UNLESS YOU REQUEST OTH£RWISE. REQUESTS MAD£ AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWN[R AND/OR APPLICANT THROUGH THE DEV£LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY Rl:SPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND R[GULATIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A Df:TAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AG[NCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADI: OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE £XCAVA TION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST B[ PREPARED FOR ALL TR[NCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROV£0 BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE Pl AN VARIES FROM THE SHORING SYS![M STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRA Tl\£ COD£, TH£ PLAN SHALL BE PREPARED BY A RFGISTfRED £NG/NEER AT THE CON TRACTORS EXPENSE A COPY OF TH£ OSHA £XCAVA TION P[RMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO [XCA VA TION. 18. NO BLASTING SHALL B[ PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OP£RA TIONS. 19, IF ANY ARCHAfOLOGICAL RESOURCFS AR£ DISCOVERFD WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WJLL CEASE IMMEDIATELY, AND THE PERM/TT££ lt?LL NOTIFY THE CITY ENGINEER. OP[RA TIONS lt?LL NOT R[START UNTIL THE PERM/TT££ HAS RECE/V£0 WRITTEN AUTHORITY FROM THE CITY £NG/NEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THER[TO, INCLUDING WARMING UP, REPAIR, ARRIVAL, D£PARTURE OR OPERA T/ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETWE£N 7: 00 A.M. AND SUNS£T EACH DAY, MONDAY THRU FRIDAY AND NO [ARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY TH[ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL 8£ OBTAIN[D FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A S/7£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL Bf R£SPONSIBL£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN TH£ AR[A TO BE GRAD£D. NO TREES AR[ TO 8£ REMOV£D UNLESS SP[C/FICALL Y NOTED ON THE PLAN. 24. ALL AR£AS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTH£N SWALES AND DITCHES SHALL HAV£ A MINIMUM ON[ PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROV£D SET OF EROSION CONTROL PLANS. £ROS/ON CONTROL SHALL BE AS SHOWN AND AS APPROV£0 BY THE CITY /:NG/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMl:D TO A FINISH GRAD[ TO PRODUC[ A UNIFORM SURFAC[ AND CROSS SECTION. THE SITE SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER D£BRIS SHALL BE REMOV£D AND DISPOSED OF AT A SITE APPROV£D OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROS£EDED WITHIN TEN (10) DAYS OF TH[ TIM[ WH[N EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROV£D GRADING PLAN$. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIR[D BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. NIA , AND/OR AS D/R[CTED BY THE CITY ENGINE[R OR PLANNING DIR[CTOR. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE TH£ WORK OF THESE GRADING PLANS 1-\lTH THAT SHOWN ON BOTH TH£ LANDSCAPE: AND /RR/GA TION PLANS AND TH£ IMPROV£MENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE lt?TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORC[D CONCRETE PIPE 1-\lTH A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY Bf UTILIZED PROVID£D D£PTH IS LESS THAN 15 FEET AND BACKFILLED lt?TH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 31. WHE:R£ AN EX/$ TING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOV£0 WITHIN TWENTY FE£T OF BUILDING OR STREET AREAS AND REPLACED 1-\lTH PROPERLY COMPACTED SOILS. IN OTHER AR[AS TH[ PIP[ WILL BE PLUGGED WITH CONCRETE OR REMOV£0 AS APPROV£0 BY THE Cl TY ENGINEER. 32. TH[ CONTRACTOR SHALL V£R/FY THE LOCATION OF ALL EXISTING FACILITIES ( ABO\£ GROUND AND UNDER GROUND ) lt?THIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO P£RMIT TH£ R[VIS/ON OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 3.3. THI: CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE(: BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR Tl-/£/R FACILITl[S AND SHALL COORDINATE THE WORK WITH A COMPANY Rl:PRES£NTATIVE. UNDERGROUND SER VICE ALERT SDG&c 1-800-422-413.3 1-800-660-7343 1-800-892-012.3 (760)438-7741 (760)438-298D (760)438-2720 PACIFIC BELL AD£LPHIA CABLEVISION CITY OF CARLSBAD(STREETS & STORM DRAIN) "CARLSBAD M W D (SfWER, WATER & RECLAIMED WATER) 'SAN Dl[GU/TO WATER DISTRICT ~ 760~633-2650 76D 753-0155 760 744-0460 (760 75.3-6466 (760)726-1340 't[UCADIA COUNTY WATER DISTRICT *VALLECITOS WATER DISTRICT 'OLIV£NHAIN WATER DISTRICT 'BU£NA SAN/TA TION DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THI: APPLICANT HIRES A CIVIL ENGINEER, SOILS £NGINE£R, AND/OR G[OLOG/ST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL COD[. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENG/N£ER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPl:RVIS/NG GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP/: PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROV£0 PLANS ( OBTAIN SAMPLI: OF COMPLIANCI: LETTER FROM CITY ENGINEERING DEPARTM£NT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS l:NG/N[ER, WHICH INCLUDES RECOMMEND[D SOIL BEARING CAPACITIES, A STATEMENT AS TO THE 1:XPANSIVE QUALITY OF TH[ SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. TH[ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS £NG/NEER THAT THE GRADING WAS DON[ IN ACCORDANCE lt?TH TH£ REQUIREMENTS AND RECOMMENDA T/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEM[NTS TH[R[TO. ( 4) REPORT 1-\lTH AS-BUILT GEOLOGIC PLAN, IF R[QUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINE[R'S APPROVAL, THE$£ PLANS MAY BE R[QU/R[D TO BE RESUBMITTED FOR PLANCHECK. PLANCH[CK FEES lt?LL BE R[QU/RED FOR ANY SUCH RECHl:CK. 36. THE SOILS REPORT TITLED PRELIMINARY SOIL INVEST/GA TION FOR PROPOSED SINGL(: FAMILY DWELLING AND DETACHED GARAG[ PR£PARED BY NORTH COUNTY COMPACTION, ENGINl:ERING, INC. DA TED MAY J, 20D1 , AND AN UPDATED SOIL INVESTIGATION BY SOIL TESTERS DA TED JANUARY. 2004, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH TH£ RECOMM[NDA TIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGIST£RED SOILS ENGIN[ER OR GEOLOGIST HAS BE£N OR WILL BE RETAINED TO SUPERVISI: OVER-ALL GRADING ACTIVITY AND ADVISE ON 11-IE COMPACTION AND STABILITY OF 11-1IS SITE. AEL D. O'GARA SOILS ENGINEER'S CERTIFICATE 1, JOS£PH C. SMY1H , A REGISTERED CIVIL ENGINEER OF 11-IE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THI: FIELD OF APPLIED SOILS M[CHANICS, HEREBY CERTIFY 11-IAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY NOR1H COUNTY COMPACTION ENGINEERING, INC. ON APRIi 24, 2001. ON JANUARY 2004 AN UPDA T£D SOIL INVEST/GA TION WAS MAO£ BY SOIL TEST£RS BY ME OR UNDER MY DIR£CTION. TWO COPIES OF 11-IE OMPACTION ENGINEERING, INC. ALONG PRELIMINARY SOILS INVESTIGATION SOILS REPORT BY NOR1H COUNTY C WITH MY UPDATED REPORT OF THE W/11-I MY RECOMMENDATIONS, HAS BEE N SUBMITT£D TO THE OFFIC[ OF 11-IE CITY ' ENGINEER. ~ -' -. No.C 21,650 EXP.09/30/0 CIV\~ C. 6 SIGNED/~ P.E. Jo.._/ JOS£PH C. SMYTH 21650 3 l/1 Io~ DATE: () LICENSE EX • • PIRA TION DA Tf: 116 9-30-06 VICINITY MAP CITY OF OCEANSIDE HIGHWAY >s CITY OF VISTA ,; '£ W, ,,_o-f; CITY OF '.,, SAN MARCOS PACIFIC OCEAN CITY OF ENCINITAS "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA V£ EX£RCIS£0 RESPONSIBLE CHARGE OV£R THE DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TH[ D[S/GN IS CONSISTENT WITH CURRENT STANDARDS. I UNDl:RSTAND THAT THE CHECK OF PROJ[CT ORA lt?NGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGIN£ER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: DEV£LOPMENT DESIGN 41: CONSUL TAN TS ADDRESS: 42010 V£N[TO ORI\£ CITY, STA TE: TEMECULA CA 92591 ::EPHONI:: g;t:~5JO MO YENUDDIN A. SI RA JEE DA TE: _ __:Occ3_-.;...:15'--.;;..05:,__ R.C.£. NO .. ,·_ --------"-C---"6"'J"'86'--'7 _______ _ REGISTRATION [XPIRA TION DA TE: _____ 0_9-_J_0_-_0_6 _ PROJECT ADDRESS 1163 OAK A V£NUE, CARLSBAD, CALIFORNIA LEGAL DESCRIPTION PARCEL 2 OF PARC[L MAP NO. 18616, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THEREOF, FILED IN THE OFFICE OF THI: COUNTY RECORDER OF SAN DIEGO COUNTY, D[C[MBl:R 26, 200D. PROJECT LOCATION THIS PROJECT IS LOCATED 1-\lTHIN ASSESSORS PARCEL NUMBER($) 205-020-52 SOURCE OF TOPOGRAPHY .>: /~ i ,;. No.C 63867 EXP.09/30/0 C/V\~ • V' y ' FIELD SURV£Y PERFORMED BY DAVID JOLLY SURVEYING, EARTHWORK QUANTITIES '1 ' CUT: J.3.3 CY JOB NO. 04-06 7, ON NOVEMBER 4 TH, 2004. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL ~ FILL: 69 CY 0 1 & MAP ACCURACY STANDARDS. tJ./A CY • IMPORT: EXPORT: 6~ CY J REM£D/AL: J4J CY . • A - BENCH MARK DESCRIPTION: RIM OF EX. SEWER MANHOLE LOCATION: ±96' WEST OF WESTERLY BOUNDARY P£R TM 99-03 RECORDED: CITY OF CARLSBAD ENGINEER/NG DEPARTMENT ...- ELEVATION: 88.41 DATUM: M.S.L. 2-/2·0, 1\;1;.L-1,3\ AS HUIL T r, QE.l. C-:7 r-<.t:: T. Wt9LL , WORK TO BE DONE TH[ GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PR[PARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS S[T OF PLANS AND THE CITY STANDARDS, SP[CIFICATIONS, R[QUIREM[NTS, RESOLUTIONS AND ORDINANCES Cl TED ON THESE PLANS. THI: GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 1-\lTH THI: FOLLO!t?NG DOCUMENTS, CURRENT AT TH£ TIM£ OF CONSTRUCTION, AS DIRECTED BY TH[ CITY ENGINEER. 1. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD STANDARDS J. THIS SfT OF PLANS 4. THE STANDARD SP[CIFICA TIONS FOR PUBLIC WORKS CONSTRUCT/ON (GRl:[N BOOK). . 5. SOILS REPORT AND R£COMM£NDA TIONS BY NORTH COUNTY COMPACTION ENGINEER/NG, INC. DATED MAY 3k 2001, PROJECT NO. CE-6330, AND UPDATED Rl:PORT BY SOIL TESTE S FIL[ NO. 10707 DA TED JANUARY 27, 2004 7. THE SAN Dl[GO R[GIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N A 9. ENVIRONM[NTAL APPROVAL DOCUMENTS.DATED ---'-"N/.'--'-A'-------- LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY EXIST. SPOT ELEVATION EXIST. CONTOUR EXIST. TREE EXISTING HOUSE EXIST. WOODEN FENCE EXIST. CHAIN LINK FENCE PROPOSED CUT OR FILL SLOPE (2: 1 MAX.) DA'1\.IGHT LINE PROPOSED CONTOUR PROPOSED ELEVATION PROPOSED FLOW LINE ELEVATION GRADE BREAK RIGHT OF WAY LINE PROPERTY LINE EXIST. EASEMENT LINE BUILDING SETBACK LINE NEW BUILDING (SEPERATE PERMIT) X -O-----Cr------0- ---C;----'.)------------ CUT V v FILL f f CUT -"FILL"- ------@]--- \ss.OOFS \ss.OOFL GB ---- I I RETAINING WALL (SEPERATE PERMIT) DIRECTION OF FLOW THIS PLAN -&,~r~~--===-•ii= S.D.R.5-:1:r-C ~ 4' PAVING P.C.C. ON NATIVE DRIVEWAY APRON GS-12, THIS PLAN 5' \\1DE GRASS LINED SWALE THIS PLAN (SHEET 2) 1' \\1DE AGGREGATE FILLED TRENCH THIS PLAN (SHEET 2) (@ BACK OF WALL) EXIST. WATER METER TO REMAIN AND TO SERVE THE PROJECT EXIST. SEWER LATERAL TO REMAIN ANn Tn SERVE THE PROJECT 6"AREA lfJRAIN -----,[N[J ----® --• V ~ , ----0=---- 1100 SFT 3000 SFT 170 SFT ~ 3" P. v.c. DRAIN ------·-cw HAS BUILT" ----- , ·J$ir':'Ju-.. -; £ > 2-12·07 & RCE 66867 EXP. 9. JO. 08 DATE ► V REV'~°JI /J ► /j sAi I, /4, 't lflt,, SPEClDR DATE _, I S1ET I CITY OF CARLSBAD SHEETS 4 ENGINEERING DEPARTMENT GRADING PLANS FOR: 1163 PARC EL 2 lM 18616 OAK AVENU , CARLSBAD, CA i1,_;9-o T ' ' REV. GP.,An~, ADD Af<.EIJ DRA11v. it!II I 6/ () , (/Y}f APPF<OVED: LLOYD B. HUBBS 6'1' CARLSBAD MUNICIPAL WATER DISTRICT , ''D SuBuRA!N t..--~~E~ Yr--;-~PIRES 12/31/05 J,l,~5 -□EVElDPHENl DESIGN I [ONSUllANll I 1\ REV-EARTHWRk. CALC. _.,.,... -. DATE 5-/2·0~ ·"' 1""1-11\'cH, PAD /EL, AEVISE GRAD!: :$1--J,, A,>J,r Design ond Consulting Civil Engineer DATE INITIAL 'DAlF 1'1TIAL OWN LiY: PROJECT NO. DRAWING NO. ROBERT J. WOJCIK DATE DATE INITIAL CHKD BY: 420·. O Veneto Drive, Temecula, CA 92591 Ph: (951) 506-6530 REVISION DESCRIPTION PD 05-03 428-3A DEPUTY CITY ENGINEER R.C.E. 33698 EXP. B 30-06 ENGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY: ' ;062105 ' I ' ' ' ' t , ------------------ -------------- 'Cf z~ <{ ::. "" ~ w en '-" I gl ~, z1 ~~ ---I ~ --±15.0 _ ____.. ~-20.o'="'?;·c.._· -4 ~ :!: ~ ~11 a Q <t: ,t ~ 0 ,§) ~ f-z w ::. ~ <{ Q_ u ..: 3/,t/' R.OC /<. l/.-/1 TH Fil TE:R. Ff.At3RfC 92.69[1= 91.93FL MATCH EX. I ~~ '-..A...--"' 2/{ TYP, --. . . . . . . . . . . . PCL -J P J\JJ -J B 6 -J 6 EXISTING 1 O' DRAIN AND PIPELINE EASEMENT PER DOC. RECORDED ON JANUARY 9, 1934 IN BOOK 261 PAGE 221 OF O.R. 99.00TW. 96. DBW . : l ;,, 0 d N NOTE: FINISH GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE R l OF 2% TO SWALE 5' WAY FROM BUILDING 10.65' :++t---1--,-11 J}.~ · 11 G: 11 N Id iJ> ~ . . 1I ~--~.,u II. 9'1.5DlE \ 96.60TW 92.0DBW . ~3.'371E 200.36 ' - ~ '. -,"-._J',,--"', 9 , OTN 92.ooaw • •• • EXIST. WATER LATERAL TD SERVE 1173 OAK AVE. S 33'58' 40• E 2:1 MAX. - EXISTING 2' EASEMENT FOR MAINTENANCE AND REPAIR OF WATER LINE PER MAP NO. 1744 RECORDED ON JANUARY 3, 1923. ' I I 'J ~"~}-& .- a 0 N ~ .:::~ ~ • cil''_,,__....,.. / 5 _ :>:,_~-EXIST. 18" EUCAL YPT\JS TREE TO REMAIN 99.00TW 96.SOBW ~ II) -~ 1%M/N -- BUILDING SET BACK Ci.6.ZEL_/ N , (TYP) ·•. • -. I ----------------------------------------~t- PCL 2 PM 96.53FL. 18616 PAD 97,.0 97.7 I 199,00TW x9&.5DBW X 3 I 97.5DTW 97.DDBW x<n 1~ 'i 1x =E & j 1tl & -, t\l I:> • I ,. 95.8 FL'_ ~ti.e<;11: 9.00' / TW I""""·-~~~~~~------~ 8" MASONRY BLOCK W/ SOLID GROUT #4@16"0/C (VERTICAL) I 12" MASONRY BLOCK W/ SOLID GROUT 1'-3" BW 4#4CONTINUOUS • .• #4@24"0/C (HORIZO'JTAL) #4©16"0/C 1 "MAX. CRUSHED AGGREGATE, 4cft. PER 4"DIA DRAIN 'a I 4"DIA DRAIN WITH N ~;#,--1/4" GALV. WIRE ' MESH SCREEN, 8' ON CENTER . #4@16"0/C ' 0 I 1-----S-311 ---- DETAIL RETAINING WALL 0 NTS ,--------20' -------~'"' TW EL. (SEE PLAN) , _______ 14' -----~a\ 12" 2% 1"MAX. CRUSHED © AGGREGATE WI TH 6 FILTER FABRIC LINING RETAINING WALL 0 BW EL. (SEE PLAN) ,----------5' ~----------! ;,''~ .-J;E~X,... _,,,S1;;,EWf"E1'\'R'--"-'MA,:,,N..,,H.,_,O'=L=-E RIM=BB.41 PROJECT BENCH CONSTRUCTION NOTES G) MODIFIED P.C.C. DRIVEWAY PER GS-12 AND THIS PLAN @ 4" AC. OVER 4" AB MIN. 0 MASONRY RETAINING WALL PER THIS PLAN. (SEPERATE BUILDING PERMIT REQUIRED) 4 4° P.C.C. OVER NATIVE. ® 5' GRASS LINE-SWIil[ PER fl HrPl:Alr 0 1" MAX. AGGREGATE FILL PER THIS PLAN (SEE TYPICAL SECTION PRIVATE DRIVE @ 61 AREA DRAIN @ ::/ PVC PERFORATED PIP£ @ 3" PVC Pl PE 10 0 ~..J -""' GRAPHIC SCALE 5 10 20 l~I I ( IN FEET ) inch = 1 D ft. BENCH MARK DESCRIPTION: RIM OF EX. SEWER MANHOLE 40 I ll~[V[lOrM[Nl ~[SIGN & [ONS~llANlS Design and Consulting Civil Engineer 42010 Veneto Drive, Temecul □, CA 92591 Ph: (951) 506-6530 LOCA TlON: ±96' WEST OF WESJERLY BOUNDARY PER T1,A 99 OJ RECORDED: CITY OF CARLSBAD ENGINEERING DEPARTMENT ELEVATION: 8841 DATUM: M.S.L. 10.2cm (4 IN.)---< MOYENUDDIN A. SIRAJEE R.C.E. 63867 ROCK-UNED OPTION OVER GEOT£XTTLE LINING GRASS OR OPTION OVER LDC TURF" ORCEMENT ANCHOR PLACE 2" NA 7: SOIL OVER MAT OR UNI / I \ RETAINING WALL 0 SCARIFY A'ID RECOMPACT 6" 'JATIVE TO MIN. 90% OF MAX. DRY DENSITY. TYPICAL SECTION PRIVATE DRIVE NTS 71' PVC (PfRf'ORATEO) DAYLIGHT ro DRAIN "AS BUILT'' '2-/2-07 RCE 63867 EXP. 9-30-08 DATE. f----f----l------------+--+---l~--1--~ I SH2EET I CITY OF CARLSBAD I SHE4ETS I ::=::::::::=='-'==::::E::::N::::G::::IN:::EE=:R:=IN:::::G':::::::D:=EP:::::A:::R::::TM:::=EN::::T=:=:=.:=:::::::::::::::! 2-2- 03-15-05 REI//SE G A/)£ DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OA TE INITIAL OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: PARCEL 2 PM 18616 1163 OAK AVENUE, CARLSBAD, CA APPROVED: LLOYD B. HUBBS (Ji'" /4 ' ·4_54. ~~-CITY ENGINEERPE 2388 EXPIRES 12 31 05 DWN BY: ---1 PROJECT NO. CHKD BY: --PD 05-03 RVWD BY: -,pt/41' DATE DRAWING NO. 428-3A I 1. I EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT~-~=-'M=I C;c,H,;;A,';E;..;L'==Oc.,.'-=G=-A=-RA=',!-----0 'GARA CONSTRUCTION a LAND CO, CARLSBAD, CA, AT (760)434-7563 2. 3. 4. 5. 6. 7. 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. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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 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 3/4 INCH MINIMUM AGGREGRATE. II. 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 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 IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6: I (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:/ WHEN ANY OF THE FOLLOWING CONDITIONS EX I ST: a. NOT SCHEDULED FOR IMPROVEMENTS/CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTJFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: . C. D. E. I. ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER 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: I SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 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: /. 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 I 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 AND APPLIED DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW} MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 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 HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: I. 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 CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PUBLIC RIGHT- OF-WAY 50'MIN. 8" MIN. PROF /LE EXISTING GROUND l /4'M/N. PLAN PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE ~ll\,,ll\,,W~,l~~~~;,,,'i~~ :;=Jil I .......,_, -;-;_ I -ffi-1 -4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LA ID BALE --- FLOW---~~s- -- WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS, STEEL 2"X 2" STAKES I 2' IN GROUND PICKETS.OR //2' TO ANCHORING DETAIL • DRAINAGE AREA LESS THAN I ACRE STRAW BALE DIKE I. SET POSTS ANO EXCAVATE A 4 BY 4 IN ( IO BY IO CM} TRENCH UPSLOPE FROM ANO ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM} 4. BACKFILL ANO COMPACT THE EXCAVATED SOIL. SILT FENCE 9 IN. FILL SLOPE I ill ......... 11~ MIN. 2 FT EARTHEN RI OGE UNLINED SWALE & BERM GRAVEL FILTER .,, .......... , ... . ... , ... ,,,,,,.,,,.,,., . .. ,.,, ... , ...... , ...... , .. . , ... , -· --· ... . , ·--. --· ·; ... RUNOFF --ffi WATER w, TH , 1,111m111m111m 11 11 i 111 SEO I MENT --::111=111=111 111 -111:==11 SEDIMENT FIL TEREO WATER DROP INLET WI TH GRATE ------coNCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN COMPACTED SO IL TO PREVENT PIPING RUNOFF WATER DROP INLET WITH SEDIMENT WITH GRATE 2X6 STRUT/SJ STAKED STRAW BALE 2X6 STRUT/ S} FILTERED WATER D-vf-L''-.LJ:LLLL -TfT_ I If -:--:-• I> " STRAW BALES STAKED WI TH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS 2X6 STRUT/SI REQUIRED WHEN NOTED ON PLANS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB 3 FT /0.9 M} MIN. RUNOFF --- FLOW ---- GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENOS OVERLAPPED GRAVEL BAGS 0 0 0 0 0 0 0 0 0 0 0 0 0 I --- 4" -6" --- LOGS 6" " 24" I 18" t LOG CHECK DAM LEGEND DESCRIPTION QUANTITY SYMBOL A A B STABILIZED CONSTRUCTION ENTRANCE 1 STRAW BALE DIKE O -----' _ 11 I 11 ,Wffil I I II ,_!!, SILT FENCE 200 LF POINTS A SHOULD BE HIGHER THAN POINT B UNLINED SWALE & BERM 0 D-75 LINED SWALE O ==> ==> ==> BLOCK-SCREEN-GRAVEL SILT BASIN 0 HAY BALE CHECK DAM HAY BALE SILT BARRIER 0 6 IN /15 CM} LIMITS OF CLEARING & GRADING 0 24 IN /61 CM} ( A} l t IN (61 CM} t L.0/STANCE SUCH THAT POINTS A AND BARE OF EQUAL ELEVATION -m JI m' GRAVEL CHECK DAM GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP HYDROSEED "' /,,,· "'..1.:: ~ i3i \;\ !l/ No.C 63867 EXP.09/30/06 c,v11. 50 EA 0 0 0 0 1100 SFT T T + + + + + + + + + + + + + + + + + .L. .L. .I. + + ENGINEER OF WORK MOYENUDDIN A. SIRAJEE RCE 63867 BUILT" 03-15-05 DATE (ll\ ' II AS ,---_________ &_3--+1 _7)~'""1==+---- RCE 63867 EXP. 9,30. oe 2-/2-07 DATE ■DtVtlOPMtNT DtSluN & (ONS~lTANTS Design and Consulting Civil Engineer 42010 Veneto Drive, Temecula, CA 92591 Ph: (951) 506-6530 £-I t'il:/ CZ DATE t----t----+-----------+---+--t----+---I I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ::::=='.--'==========--==~ t---t----+-----------------t-----1---+----+----1 EROSION CONTROL PLANS FOR: PARCEL 2 PM 18616 1163 OAK A VENUE, CARLSBAD, CA APPROVED: LLOYD B. HUBBS ar /2', 6 • &;" ~~ .::J/;.'1/. 5 t---t-::-._--t----------------t---+--t---+---1 L.Cl!!:TY-EN""GC<IN._.E!]EE~~t:..P_E=23:.c8q.srTxi>i-Ee:!X'!<Pl'-RE-S-12--,-3-1 .,-05 r ifATE OWN BY: ---PROJECT NO. DRAWING NO. CHKD BY;__ PD 05-03 428-3A RVWD BY: ENGINEER OF WORK BUILT REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL "'"''"""'I., ' """'-'.1f! l;-~ r (_(.; f '0/ __ ..,_..:.., ', .. ,· 10 0 I ~-I I r - - - STABILIZED ENTRANCE re. GRAPHIC SCALE 5 10 20 I I I ( IN FEET ) inch = 10 ft. ------------,'- 40 I TEMPORARY EROSION CONTROL 1 ( ONE) ROW GRAVEL BAGS 2 (TWO) BAGS HIGH STAGGERED.(TYP) - HYDROSEED \ .'i + + +_-;·.:-.+ + + + + + + .( + + + + + ·-+ -,_+--+J~+ -+---.+ + .-t: + .,:+ + +-·+ +. +··.:,·+ -+ +----+-·;•--;,j.-+ •,I-,+. + +-... +. .+ + + + +--+.----,I,,_,_+ +· ·4,: ·+--+', +_.+_·_+·:·.+·-_·+•--·-+: .. + .. + + +· ,f + '+ +·>_+/,/'¥.<+ + +-+··.+ ___ ;4.--+·+-+:_::;+·-+---~--+-: + + .\:'---+ + + + -+-, + + .... ,.+_ + -+;:-··+ +· + ·+ +-·+ -f-+-+ + ,f(-,+,· "'T _+ + -+ +~· +----~"::,·+. -·+. ·-+..--+ 4·+ 4 :+·;·,*:-;1t· + -+ ~,+-~ +'·.;·+ :-+--+ + _;c+ +-+ + + + + + ±_+ *_4-+ + -t + 4--+ + -+--4-+ + +-fi;; +":·_-~ ~-··+·~~::; k-i_~:.-r>~, ._¥+ +,+-\:,-1:'+•---+ +· +· ·+ ·+·· + +-+ + + -+ + -+ -++.+ .. •.·+++·+-----F. +'._+_+_'"++<~--+·_-,+ + + +·;•L·+i +>,:+· +,'-·+./" + + . + + + + +---+ +r +·· +--·-+, :+ , + -+ /+'··-·+t. l: ::--:+ + / ----f + . /, -+ I + + +:,, + +· ,',+: 4c ! ,, G, - ' !,_. + .4-;. '.~ + '+ p _-·+- +. ; q.. + + tj z t:: 1- ...J Vi \ I I I I I I -;~•---, .. CC •• --'• •• -' .,_ --------.:,"•' j I ~. '+ -i. . +\ ,-.- ' + + + + +; + "A S BU IL T " RCE 638.;7 EXP. 9°30-0B 2 -I 2 -07 DATE i ~ t----+--+----------------11----+-----t---+----f I SH4EET I ENGINEERING DEPARTMENT :==='--'=========~===; CITY OF CARLSBAD SHEETS 4 ■D[V[lOPM[Nl D[SIGN & (ONSUllANlS Design and Consulting Civil Engineer 42010 Veneta Drive, Temecula, CA 92591 Ph: (951) 506-6530 (1J);NGl~EER OF WORK lJ>t~a~. MOYENUDDI; A. SIRAJEE R.C.E. 63867 No.C 63867 EXP.09/30/06 C/y\\. 03-15-05 DATE BUILT DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL EROSION CONTROL PLANS FOR: 1163 PARCEL 2 PM OAK AVENUE, 18616 CARLSBAD, CA AP ROVED: LLOYD 8. HUBBS,dY" ~-. OWN BY: CHKD BY: __ _ RVWD BY: 89 EXPIRES 12 31 PROJECT NO. PD 05-03 DRAWING NO. 428-3A