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HomeMy WebLinkAboutDWG 436-9A; PD 05-16; SLOPE FAILURE REPAIRS 2713, 2709, 2705 VANCOUVER ST; 01-03GRADING NOTES (IN ADDITION TO THE RE.OU!RE.ME.NTS OF OJ APTER JI, )6 OF THE CARLSBAD WJNIC/PAL COOF.) /. THIS :"LAN SUPE.RSE.DE.S ALL QTHE.R PLANS PRE.1/!0USL Y APPROVED BY THE. CITY OF CARLSBAD REG/\RDtNG GRADING SHOWN Of✓ THIS S£T OF PLANS 2. APPROVAi OF THIS PLAN DOES NOT LESSEN OR WAIVE. ANY PORTION OF THE. CARLSBAD MUN/C!rAL CODE., RE.SOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADO!T/ONAL DOCUMFNTS LISTED HE.REON AS THEY MAY PE,RT"AIN TC Th/S P,ROJE.CT. THE E.NGIN[E.R IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS W'IEN NON-CONrom,IANCE IS DISCOVERED. 7 CITY APPROVAL OF PLANS 00[5 r,oT ,RELIEVE THE DEVELOPER OR ENGINEER-OF VIORK FROM RESPONSIBILITY FOR TH[ CORRECTION OF [,q,RQRS AND OMISSIONS OISCOVEREO CURING CONSTRUCTION. ALL PLAN RE.VISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIT'( ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FRCM THF CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN Tl/[ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA T[ OF INSURANCE MUST BE FILED NAMING THE CITY or CARLSBAD AS AN ADDIT10NAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT or $1,000,000.00 FOR EACH OCCURREMCE OF LIABILITY. Tl-/[ INSURANCE COMPANY WRITTNG TH[ POL/CY MUSI HAVE A RA TING or A' f,ND A SIZE C:ATEGORY OF CLASS V AS ESTABLISHED BY "BtSTS" KFY RA TING GUIDE - 5. UNLESS EXEMP flU BY SECT/ON 301 (b)5 OF THE UNIFORM BU/LO/NG CODE, ,RFTA1NING WALLS OUTSIDE OF PUBLIC ,RIGHT OF WAY REQU/,RE SE.PARA TE ,0 tJ/MI/S FROM THE BUILDING DEPARTMENT 6 NC WORK SHALL B[ COMMENCED UNTIL ALL P[RMITS HAVE BF[N OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGE.NC/ES 7. APPROVAL OF THESE PLANS BY THE CITY ENG/N[!'"il DO[S NOT AUTHORIZE ANY WO,RI\' 0,R GRADING TO BE PERFORMED UN TTL THE P,ROPERTY CWNER'S PERMISSION HAS BEE'i OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL B£ MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY [NGINfER, NOTED WITHIN THE . R[V/S/ON BLOCK, ON THE APPROPR/A TE SHEET or TH[ PLANS ANO THE TITLE SH[[T, 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. TH£ ORIGINAL ORA VI/NG SHALL BE. REVISED TO REFLECT AS-BUl!.T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. 11. ACCESS FO.R FIRE AND OTHER EMERGENCY VEHICLES SHALL B[ MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCTION. 12 WHERE TRENCHES ARf WITHIN CITY FAS[MEIJTS, A SOILS REPORT COMPRISED OF: ( A) SUMMARY SHEE', (B) LABOR A TJRY WORK SHEETS AND (C) COMPACTION CURVFS, SHALL B[ SUBMITTED BY A P,'IOFESS/ONAL [NG/NEER OF THE STA TE OF CALIFORNIA, P,R/NC/FALL Y DOING BUSINESS IN THE Fl[LO OF APPLIED SOILS MFCHANl[S. THE SOILS REPORT WILL BE SUBMITTED TO TH[ CITY ENG/N[ERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIE.LO TESTS. 13. A SOILS COMPACTION R[PORT AND COMPLIANCE V[R/FICAT!ON REGARDING ADH[R[NC[ TO RECOMMENDATIONS OUTLINED IN THF SOILS REPORT IS REQUIRED PRiOFi' TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SI/ALL i3[ DONE Ul'JOER THE DIRECTION OF A FROF[SS/0/JAL ENGINEER OF THE srn TE OF CALIFORNIA P,RINC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS. ALL FiLL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCOROAN(:F WITH THE CITY OF CARLSBAD STANDARD SP[C/F/CA T!ONS AND TH[ " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SO/LS INVEST/GA TION. DAILY FIE/0 COMPACTION REPORTS WILL BE SUBMITTED TO TH[ PROJECT INSPECTOR. 14. A PRECONSTRl,J(;TIQN MITT/NG SHALL BE HELO AT THE SITE PR 10R TO THE RFONNING OE WOR's' AND SHALL. .. .B£ A TTFND"D RY A' I RFPRFSENTA TIV[S RCSP'.!NSIBLt. roR CONSTRUCTION INSPECTION SUPERVISION TEST/NG AND ALL OTJ/[R ASP[CTS OF THE WORK. THE CON TRAC roR SHALL SCHEDULE TH[ M[£TING THROUcJH TH[ PERMIT C/FRK (11.0-,cil.·'Z.1&0. ) AT LEAST FIVE(5) WORKING DAYS PRIOR ro STARTING CONSTRUCT/ON APPROVED DRAWINGS MUST BF JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE W/Trl A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN F/P[S, UP TO 15" PVC MAY BE UTILIZE:0 PROI/IDEO D[PTH IS LESS THAN 15 FEET AliO BACKFILLED WITH ~/4" ROCK PER SDRSD S-4 TYP[ "C" AND. PIPE M[[TS AST.Ii STA,"IDARD 3034 FOR SOR 35 SOLID WALL PIP[ 31. WHERE AN EXISTING PIPF LINE IS TO BE ABANDONED AS A RESUU or THE GRADING OPERATION, IT SHAU. R[ REMOVED VI/THIN TWENTY FE[T OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CCNC,R[TE O.R ,REMOVED AS APPROVED BY THE CITY ENGINEER 32. Th[ CONTRACTOR SHALL VFRIFY THE /.OCA 710N OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WUH!N THE PROJECT SITE SUFF!CIENTL Y AHEAD OF GRAD/NG TO PERMIT THE REVIS/CW OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA T/ONS ARE IN CONF1/CT WITH TH£ PROPOSED WORK. 33 Tf/£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE 81:LOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRES/::N TA /!VE. UNDERGROUND SERVICE ALERT SDG&E 1-B0c-422-4133 (too; ,,o,,Mi (tl001 9'2. -01 t '!, (1t.Q)438 1741 "'"0)434-2980 (1lo0)438-.t1tl. ('140)4'3-:z.,so (rfl>IJ)753-0/55 (?IJJ)744-046? ('l/.0)753-6466 ("J(,6)1ti;, 1~0 St,c:, "~1'11111 CABLEVISION CITY OF CARLSBAD(STREETS & SiORM DRAIN; 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN DIEGUITO WATER DISTRICT 'LEUCADIA WAsll!VIA TtR DISTRICT 'VALLE.CITO$ WA T[R DISTRICT 'IJLIVENHAIN WATER DISTRICT 'BUENA SAN/TA TION DISTRICT 'AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A FOR CONTROLLE;D GRADING -THE APPLICANT HIRES A CIVIL ENG!NE.E.C/, SOILS [,'iGINEER, ANO/OR GFOLOGIST TO GIi/£ TECHNICAL ADVICE, OBSERI/£ AND CONTROL /HE WORK IN PROGRESS /15,1(•· ltQ / CARLSBAD MUNICIPAL CODE. 8, PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -TH[ /COLLOWING REPORTS MUST BE SUBMITTED TO TH[ CITY ENGINEER VIA Tl/[ P,ROJE.CT /NSPl!CTOR /15.lfo.ltO(IO)J CARLSBAD MLiNICIPAL CODE: (1) FINAL, R[PORT BY SUPERVISING GRADING ENGINEER STATING ALL G,RADING IS COMPLETE. ALL [ROS/ON CONTROL, SLOPE PLANTING AND /RR/GA T!ON A.RE INSTALLED IN CONFORMANCE WITH C'I/Y COD[ AND THE APPROl/[D PLANS ( OBTAIN SAMPL[ OF COM,0UANC[ LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN (3) REPORT FROM TH[ SOILS ENGIN[[R, WHICH INCcUDi:.S RECOMMENDED SOIL BEARING CAPAC/IJFS, A STA TFMENT AS TO THE EXPANSIVE QUALITY or THE SOIL, ANO SUMMARIES OF FIELD AND LABOR A TORY T[STS TH[ REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH TH[ RfQU/R[MENTS AND RECOMMEND A T!ONS OUTLINED IN THE. PRELIMINARY SOILS REPORT AND ANY SUPPI.EMFNTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN 0/!E (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY B[ R[QUIR[D TO BE RESUBMITTED FOR PLANCH[CK. PLANCHECY F[ES WILL BE REQIJ!REO FOR VICINITY MAP ANY SUCH RE.CHECK. QEOTEC.l\1Uc,t,\.. INWS"TttV>'tlOt.l $ QC!lol'Tllo\lO\IS E/1\L '111.ltO stoftL \Ill.II.Utica~ 36. THE SOILS REPORT TITI.ED Z.1_1_},t.1~,'Z.1O5 \/Ai-4Cll"'1£1l 15'1', Qdt\.~1»10. CA, l:CA'II; 05•7.S-Ol,Ot,Ol PREPARED BY t\lfl\,\5. C.01,.l!>/I\Oio~ t A'S$~. 1 JNC, DA TEO A VA!LABL[ PRIOR TO SCHEDui./NG. THE GRADING P[RMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR AT THE MEET/NG. 15. Al I INSPECTION REQIIFSTS OTH[R WAN FOR PRECONSTRUCTION MIT.TING WILL BE MADE 0 '( CA' I 11/G THE E.NGIN'TRING 24 HOIIR INSPECT/ON RFOIIFST I IN[ A I (1'6i 438 3891. l'iSPECT/ON ,REQUEST MUST BE RECEIVED PRIOR iO 2: 00 P.M. ON Tri£ DAY B[FOR[ THE INSPf.C TION IS NEEDED. INSPECTIONS WILL BE MADE THf NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE, REQUESTS MADE AFTER 2: 00 P.M. WILL 8[ SCHEDULED FOR TWO FULL WORK DAYS LATER. /6. TH[ OWN[R AND/OR APPLICANT THROUGH TH[ DEVELOPER A.'iO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF[TY D[VIC[S, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CON/CORM/NG TO ALL LOCAL, STA TE ANO FE.0£,RAL SAFETY ANO HEAL Tl! STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY [NG/NEER AND/OR CONCERNED AGENCY SHOWING TH[ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WCRK[R PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING ThE EXcA VA TION OF SUCH TRENCH OR TRENCHES 0.R DURING THE P/P[ INSTALLATION 1H[R£/N THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MO,RE IN DEPTH AND APPROVED BY THE CITY ENGIN[ER AND/OR CONCERNED AGtNCY PRIOR TO i:.XCAVA T!ON. IF TH[ Pi AN VAR/[S FROM TH[ SHORING SYSTEM STM!DARDS FSTABUSH[D BY THt CONSTRUC/ION SAFETY ORDERS, TITLE; il CAL/FORNl/1 l,f)M!N/5 ,RA TIVE COO[ THE PLAN SHALL BE PREPARED EJY A R[GISTF'RfD FNGtNFER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA f.XCA 1/A T!ON PE,9,\A/T MUST BE SIJ,SM!TTEO TO THE INSP[CTOR PRIOR TO [XCA VA T!ON. 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 QF BLASTING OPERA TICNS. 19. IF ANY ARCHAEOLOGICAi. RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMM[OIA TE.Ll AND ffif PE.RMI TT[[ WILL NOT/FY THE. CITY FNG'NEER. OPERATIONS WILL NOT R[START UNTIL THE PE,RM/TTEE HAS REC[IVED WRITTEN AUTHORITY FROM TH[ CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, /NCI, UD!NG WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, EAIITHMOVING EQUIPMENT, CONSTRUCTION [QU/PMENT ANO ANY OTHER ASSOCIATED' GRADING EOU/PMENT SHALL BE LiMIT[O TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY THRU F,RIOA Y AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLiOA YS (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE [NGIN/TR/NG DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL RF SUBMITTED BY THE; CCNTRACTOR TO THE CIT'( [NGlliEER FOR APPROVAL TWO FULL WORKING DAYS PR/0,R TC BE.GINNING OF WO,RK 22. IMPORT ~IA TFRIAL SHALL BE OGTAINED FROM, AND WASTE MATERIAL SHALL B[ DEPOSITED AT, A SITE APPf/OVED BY TH[ CITY ENGINEER. THE CONTRACTOR SHALi BE ,RFSPONSIBLE FOR ANY DEBRIS O{, DAMAGE OCCURRING ALONG THt HAUL ROUTES OR ADJACENT ST:REETS AS A ,li'ESULJQF THt,_ GRADING OPERA 1/0N 2J. BRUSH SHALL BE q[MOVED ONLY WITHIN THE ARE.A TO BE GRADED. NO TRF[S ARE TO B[ REMOVED iJl✓L[SS SPEC!FICALLf NOTED ON Tc/F PLAN. 24. AcL A.REAS SHALL BE GRADED TC DRAIN. GRADING RE.SUL TING IN TH[ PONDING OF WATFR IS NOT PERMITTFO. ALL [ARTHEl'J SWALES A/JD DITCHES SHALL HAVE A MINIMUM ON[ PERCENT SLOPE.. 25, JHESE PLANS ARE SUBJECT Ta A S/GN[D AND APPS/OVEO SET or [ROS/ON CONTROi Pl ANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY ThF CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FIN/SH GRADE TO PRODUCE A UN/FO,C/M SUR/CACE AND C,ROSS SECTION. TH[ SITE SHALL BE L[FT IN A NE.AT ANO ORDERL v CONDITION ALL STONES, ROOTS OR OTH[R DEBRIS SHALL BE. R[MOV[D AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEI.R. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DA 'fS OF THE TIME WHEN EACH SLOP[ IS BROUGHT TO GRADE AS SHON"! ON T/-!E APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8[ ACCOM,0 USHEO ON ALL SLOP[S AND PADS AS RfQUIRFD BY THE CITY OF CARLSBAD I ANOSCAPE MANUAL, TH[ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. N,A,, , AND/OR AS DIRECTED BY TH[ CITY ENCINEER OR FLANN!NG 0/R[CTnR. .:rOL'/ I , 2ob5, SHALL BE CONSIDERED AS A PART OF TH1S GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE. WITH TH[ R[COMMENDA TIONS AND SPEC/FICA T!ONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPO!\'SIBLE CHARGE" I HER[BY DECLARE. THAT I AM TH[ [NG/N[ER OF WORI< FOR THIS l°ROJECT, THAT I HA V[ EX[RCIS[D RESPONSIBLE CHARG£ OVER THE DESIGN O.C Th[ PROJECT AS DEFINED IN SECTION 6703 OF THE BUS/NESS ANO P,ROFFSS/ONS CODE, AND iHA T mr DESIGN IS CONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT TH[ CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER or WCRK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM "T~ ~~ ~ff.\Gi\-\! COl<l\!'~A~~~'t--~- AODRE.SS: "\3t.t. S€",, i>RIG.1-11 fLP.C.E:° CITY, STATE: C."1tl..S'B~O, C", O)l.008 TELEPHONE.: 1 (.O • "I ,.,2(),,__-..,0""C'-"'<!)"'~'--------- B Y: lo¥K.'"t a. ~l)K\lP DATE 1c\1oto~ (NAME OF ENGINEER) R.CE NO 2&lC>'l R[G/STRA TION EXP/RATION DATE: SOILS ENGINEER'S CERTIFICATE BY THE OF MY /, e. 't),._y,-. C::i--a,-.-.)c;.i,I, , A R£Gl$Tr::R£D CIVIL £NG/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL$ MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN TH£ DATES OF .::ru..ic , ~:S AND ,T-.J',>( 1,-o:ll>' . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, <' • \--/ SIGNED: <.. ..g P.E. NO.: G~ 2910<..~ Gotr '2.'2.~ DATE: LICENSE EXP/RAT/ON DA TE: OWNER'S CERTIFICATE I ( WE: ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GE6LOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. Tl/[ wor,K or TH[S[ GRADING PLANS WITH THAT SHCWN ON BOTH ff'[ LANDSCAPE . j/4, · .Q:=~~4 29. Th£ OWN[R/APPL,CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COO,RD!NA TE ~-,, ~/ ''°?., ..-: ; ANO IR,RICA TION PLANS ANO THE IMPROVEMENT Pf ANS A:? R[OUI.RED FOR THIS Ol•rf4-R11)ccl WORK IN ACCORDANCE. iV!TH THE LANDSCAPE. MANUAL TIME .REOUIREMENTS 1,. '•,, \JO f TC1 SCALE CITY OF VISTA COsr, AV.[ -' ' CITY OF ENCINITAS "l'Y,0"'-,'S 'llMlll ,• 1'<. II O(,. -::!'·'I SOURCE OF TOPOGRAPHY CITY OF SAN MARCOS ,~~~ GRAPHY SHOWN ON THESE PLANS WAS GENERA/jp •" '50IL1 METHQJl~JROM INFORMATION GATHfRED,f~ L-,., , EARTHWORK QUANTITIES 19 TOPO ACCU BY \C ,wr•· ,.,c:. "'"'~ .A.·, 11•"'· , GRAPHY SHOWN HEREON CONFORMS TO NA TIONA( MAP RACY STANDARDS. '\ JECT LOCATION ' J ' PRO ''. THIS PROJECT IS LOCATED W/lHIN ASSESSORS PARCEL NUME'E,~(S) THE N_ lk!'.l-441, 03,0~ !Q!!'.. • CALIFORNIA COORDINATE INDEX OF 3&.'2 f 1 t.'l L CH MARK /HIS PRO,.JECT /S: BEN DE.SC LOCA RIPTION: !Gt al, SI~ 1'>!!,t,'!IS J:l~i,C, .1! 11.>tu.1-~0!41,lW\ltllJ: TION: II~ 151,,-tl ·fl~ e,,c;.. 1 t::L c.t\WIIKC fE.111.. DED: iS,l:l C4lhlTi atl!i.llilti.l. 11.lllf-* Uil ioo\tOO\, }!ii, l,'3 RECOR ELEV A T!ON: 3(..(,,4 J DATUM: ti\,S,l. · C1\RLScJ/\J MUNICIPAL WATER D:STcilCT ROt,1.-R.T J, WO;JCIK. DATE P~'I C.\1'. Y E."<:.INe.15.R. • I\C~ ~'.H,.,6 r:w. &bo\oro t8','5(; CUT.· 75Q CY 'JSO FILL: · CY ,..,_POMI~ IMPORT: If MMr\.,5111.l Y EXPORT: CY RE.M[O/.AI: CY ,.,, ... --·----- : - ----· - /1\ ·-. ., _,_ -· ·-DATE INITIAL ----" ... REVISION DESCRIPTION E~SGINEER o:-',','C,RK WORK TO BE DONE ' THE 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 PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIR£0 ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, R£SOLUTIONS AND ORDINANCES CITED ON TH£$[ PLANS. THl GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT TH[ TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. "j,.l,, DATED. _____ (e:.,.,tl,JC'i 'll;~"llj 5. THE STANDARD SPECIF/CA T!ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6, SOILS REPORT AND Rt.COM/J[rjDA TIONS BY ,:vAtl 5 C0t. 'S4061+ f Assoc., _____ DATED 'lllSJOS 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMFNT PERMIT CONDITIONS DATED ,/;.. 9, . ENVIRONMENTAL APPROVAL DOCUMENTS DA TED _..,_H=·"'~· ____ _ DESCRIPTION LEGEND ,DWG.NO. SYMBOL QUANTITY 1• SCfl.'!0 f",IC. DRAIN 911"£ (.,l)Uto) 1'15 L i:: 18!) L. f, I tA. -1• sc 11.qo NC. F1'£MCI\ t:>AAI ~ ( t'l'lt'I'. 111 •ll. h:-'.111'\c) eu:~.UJM.'t( u~l'-OAAl1' S!)'tSO-o-t.'1 'TOM'i l!l!'tl'TOCC I ( LO't' I.I) 2.113 \J"lslCOIJ'll:.'l. n. ,c:At.lSM'O, 9ZOO& :::: O¥ll ~ Cl, 11-041 ~ ( !A\ '-0 ') ?.1°' \J~MC(1J'41!2, 1ST, .~1'L.!Sl',D, -,ic,oe ROE'lt."'C 'SC\'IULi~ (LtJT 5->) Z 105 ""-\.I C-0\l'I I:.~ ~' , CM~ II.Ii P, ".l ?,0()8 ~Rel'At.~t:l ~'{'. Tl'\e ~€!\ 'l~\G,j\,. C.OMPAH"I 43Z'Z. ~EA &'R\<i l'l't ?LA.a! c:ARI.-Si>A.O, CA ~Z,008 ~\\ I Y Jtt.~ 1 loO-'lio-o ,a B'J: ~~~.L.c~~~- S()\Lf. ~I\C'»INe.El,'. t\J~t\'S, COL.\AOQ.~ t A'&"!ac, I~. I f.(o'!5 C~E.I(. ii;tRE.l!!:i -'SUliC \ 01 5,t,N f't\,'.\tCO~, <:,A, 9ZC4"'J •J<oC> • S \ O • , C.6<,, L~G~L5: LOTS 5"!1,4,,0tt:.I O'F-CA\tL'S!,,._D itV-,C'T NO· 1<\-4 , VI>-.~~ 10 \ z.s P~I~PARTMENT APPROVAL /! I\ ::; EUIL -11 H, :T<dfitO,~ i-1 l'r(ot.. DATE:///3 ~ (SIGNED) J'lg I.ST"IAITPLANNING DIRECTOR RCE' Z.B302. E;; DATE /J ..ta •• -DATE: "/ '!, / ()'{ V (SIGNED) RE~~ <fl.,/,, RECOMMENDED BY: J e,lie-& C.M-LA11 • •e JN€PlC I UR (PRITI NAME) IATE ·-, .. •~ I SHfE I I CITY OF Cli.RLSB~t\D Sf-EETS -.,, .. -~· :NCINEERING DEPARTHDH 3 I ~. GRADING PLANS FOR &LO~ FAll.lJtt 'lt:.1'.til~S t1 l?i, 2.10., f 2.105 Y._11.CO\.Ne:( ~T. I APPROVEC GL'.1,,.)11-J 'fH0tllAS ?1',l)\t-1\dr .-«<, -~u-~·-,',< CITY E~JGll'JEP ,~PL ,-1 1:.XPIRES ,130!07 -✓~~fa~ DA.T OWN BY: PROJECT NO. D'?AWlr,G NO. QAT[ INITI.A.L DATE I\JITIAL CHK~ l:3Y: 'PD o5-\lo 43"·-,A ornc~ APPROVAL CITY APPRC::\IAL RVWD 3Y: oet-. - ;<> ' ' " ' !.LO~ f~IL,\l1l,~ LIM.Ii!. Al'.e Al'Jl~OlCll'i~iE. AS \IS+\Ob.)N. sou .. ,; l'!l-4.lH~l'!l. WI LL Pl<i.E.C.i ULilt-1\AiE. L\H\\i~ Of RE:M0VA\..S Af-1O RE.\l UI~ Rt:.030~ K. (p ·+ • . ' '• • 1.1: I (.eOQ. l,li) I 111,11,-.10:.. z.S IIJ'ltltV4LS t'l'lfll T MIit rd 'l;t.'/ ( t-.10 ft~~CI\ r,v,~) A-A t 1MIII- 11 I I : '2.0 tr:::=>> -~--C:::::::=-' I 11.E.f:liti«:f. 'Ol,..J1~G. 18,-~~ l:illG \ S O'f \ !> , !1'~0':l-1'7-13 c.•;~1.s~1111t> ;-.-'c"t fr'I -4 Gl\/1\Pl~C:. l'\.-,._l-1 , DfSCRIPTION: ~!'.,g~~!1'J~cl)_l~-4 LOCA TION:__,ui,c.u;,:,;:,:i_LlLJo.2...c.,J,,._,_--"""...s.oi RtCORDED: \ ELEVATION: ___,;,_"'-.!!11-------l-DATUM: M,21,\ , ltllC.lltU> ...... " c.~~ c~ ~:-:) ~1t~~ QCl041!.II> P'AIS'f.\C. <IZ•!>' lll"llillt.VAl.S ' . SOURCE OF TOPOGRAPHY WPOGRAPHY SHOWN ON THESE PLANS WAS GENf:Fl:ATU> Plttlt'\ AS Jli)IL."'I' "'-~ METHODS FROM INFORMATION GATHERED ON "'PllL 2.'2 19 ~ BY 1l1Cil. l!lGilHE.EUIMe • 5$1'. 5 olcl"i,PO:o:t,l·Yi · Dlt+Jl".'tt,-S1! TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS PROJECT LOCATION Tl/JS PROJECT IS LOCATED WITHIN ASSESSORS PARCE:L NUM/J[R(S; ~---'t~1-4'1l· 03,o•tos THf CAI lfORNIA COORDINATE INDEX or THIS PROJ[CT-IS: N 3Cpl,, E_ .. lau.'1.;../ ______ _ '' AS BUIL T1 ' 'Ro:Wt 0-'.~Ju,p ill'll°" PC[ 26302, E.XP 3131 [0$ DATE. ' l5HEETl CITY OF CARLSBAD [SH_;ETS] --+--+------1 LU ENGINEERJNG DEPARTMENT ~ i---·_:_-:::_-:::_t-:::_-:::_-:::_~h-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_-:::_i-:::_-:::_-:::_-=._-+---l---~--l· 1GRADING ;~;:o;~\~ ~t',-ll.~ .1--~-1----___J l 1.11?>, 2.10, 'Z.70S \11'.I-ICOl)\le.i'.. S'T. r-cC:Pfa~,RiLSSBBA.ADDMtv\JCJNNic1c'.'.i1~PA,AIL\W-;fa-;.TTIE=-iR0Dii'.1s~TTIR~lrcfr--t-=--=--=--=-~~~---_-_i_-_-_---------=----===----==i:==l-==t==t=j APPROVED (i.1.,.1!;t4J-,l T~Ot'\11\S f'\'lUIM . .... -1 & < a 11 --&"~!!!;I'•"' // 4•/4£ CITY ENGIN[lH °PE sii'i~''t:XPIRES,\l<>l~_DA TE. ~~_J --~------t~YlCT :r; 'fl «l~C:-\ k. DA TE tl&?\l"t'/ C\"N lffiG.\W!ll!:'-~ C& '?,~-,p, l!:-"114'. g\'&(i\111. DATE INITI.A.L ENGINEER OF WORK REVISION DESCRIP~,ON I I DATE NITIAL DATE INITIAi OTll[R APPRCV.A.L CITv APPROVAL OWN BY: ~--· __ CHKD BY:-~ RVWD BY· Otl - PROJtCT NO f>l)"OS'• lb DRAWING NO. 4ll.-,A ' ' ·I i EROSION CONTROL NOTES 1. !N CAS[ [M[RG[NCY WORK IS fi'FQUIRFO, CONTACT AT (PHON[ NUMf3E.R) 2. [QUJPM[NT ANO VIORK[RS FOR [M[RGf.NCY WORK SHALL 8[ MAD[ AVAILABLE' AT ALL TIMES DURING Tli[ RAINY S[ASON. ALL N[C[SSARY MA TE.RIALS SHALL 8[ STOCKPILED ON SITE AT CONVE.Nl[NT LOCA T!ONS TO FAC!L!TATE. RAPID CONSTRUCT/ON or T[MPORARY DEVICES WHEN RAIN IS [M/N[NT. 3. DE.VICES SHOWN ON PLANS S.HALL NOT Bf. MOVED OFI MODIFIED WITHOUT THE APPROVAL 4. 5. 6. 7 ,. OF THE f.~JG/Nf.f.R!NG INSPE.CTO,C/. TH[ CONTRACTOR SHALL R[STORE. ALL [ROS!ON CONTROL DEVICES 70 WORKING ORDER TC) • TH[ SA TISFACT/cJN OF 7HF' CITY FNG/NE[R AFTER EACH RU'✓-OFF PRODUCING PAl/•IFALL. Ti-/£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE R[QUIRED BY THE. CITY ENGINEER DUE TO LINGOMPLETE.0 GRADING OPE.RI\ TIONS OR Ul•/F'ORESEEN CIRCUMSTANCES WHICH MAY ARIS[ THE CONTRACTOR SHALL BE RESPONSIBLE. AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TR[SPASS ONTO ARFAS WHEC/E IMPOUNDED WATERS CREATE A HAZAliOOLIS C:UND!TION. ALL EROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL 13[ iNCO"!PORA TED HE,~f.CN. 8, GRADED AREAS AROUND THE PROJECT PPR/METER MUST DRAIN AWAY FROM THE FACE OF SLOPE. AT TH[ CONCLUSION OF EACH WORKING DAY. 9. ALL R[MOVABLE. PROTE.CTl\llc OE.VICES SHOWN SHALL BE IN PLACE AT THE ENO or EACH WORKING DAY WHEN THE Fi\/E (5) DAY RAIN PROBABIL/Tf FORECAST E.XCE.E.DS FORTY PERCfl✓T ( 40%). SILT N✓D OTHER Of.BF/IS SHALL BE R[MOVEO AFT[R EACH RAINFALL. 10. ALL G,'IA \/EL BAGS SHALL BE BURLAP TYPE WIT/-/ 3/4 INCi-i MINI/MUM AGGREGRATE. 11. SHOULD G[RMINA TION OF 1-/YOROSEF.DED SLOPES FAIL TO PROVIDE. EFFECTIVE COV[RAGE I_ OF GF<ADED SLOPES (90% COVERAGE) PRIOR TO NOVfMBER I 5, TH[ SLOPES S/-/ALL BE B. C 0. E.. STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE. WITH S[CTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPAFi'TME.NT OF CONSER\/A TION, STA TE OF CALIFO'?NIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMAN[NT AND TEMPORARY EROSION CONT,"?QL PLANTING AND IR.9/GA TION SI, ,LL BE !!✓STALLED Al✓D MAINTAINED AS REQU/R[D IN SECTION 212 OF THE STANDARD SP[CIF'ICA TIONS AND T/-IE F'OLLOWING: A. H YDROSE.EOING S/./ALL BE. AP!7Llf.D TO: 1. ALL SLOP[S THAT ARE GRADED 6 1 (HORIZONTAi TO VFRTICAJ) OR STFEPER V!HE.N THEY ARE.: a. JH,'IE.E FEET OR MOR[ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STRE~T. b. AU SL CJPFS 4 FF'TT ()R MORE IN HEIGHT. AR[AS GRADED. FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EX!ST: a. NOT SCHEDULED FOR IMPROVEME.NTS(CONSTRUCT/ON OR G[l✓ERAL LAl✓DSCAP!NG) WITHIN 60 DAYS OF F'IOUG/I GRADING. b. ID[NTIF!ED BY THE. PARKS ANO RECREATION Di.RECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SP[C/AL CONDIT/ON IOE.N-TIFIEO BY THE. CITY ENGINEER THAT WARC/ANTS !MM[DIA T[ TREATMENT. HYDROSE.E.DE.D AREAS SHALL BE IRRIGA TEO IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 7 OR STEEPER ANO THAT ARE: a. THRE.[ TO FIGHT FEET IN H[IGHT SHALL BE /,"?RIGA TED BY HAND . WATERING F.',OM QUICK COUPLE.RS/HOS[ BIBS OR A CONVENTIONAL SYSTEM or I (),V PRFC!PITA T!ON SPRINKLER HEADS PROVIDING 100% COVERAGE. t. GREATER THAN 8 FE.ET Ii✓ H[IGHT SHALL 8[ Vv'A TE.RED BY A CONVENTION- AL SYSTEM OF LOW PREC/PITA T!ON SPRINKLER HEADS PF/0\/ID!NG 100% COVE,C/AGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TEO AS APPROVED BY THE. CITY E1•/GINEER PRIOR TO HYDROSEf.DING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCf/EME TO PROVIDE' IRRIGATION TO Tl-IE CITY ENGINEER. THE PROPOSAL SHALL BE. SPECIFIC REGARDING THE NUMBERS. TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TH[ OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDfD GROWTH. HYDROSEE.0/NG MIX SHALL CONSIST OF ALL OF THE. FOLLOWING: ! SEED MIX SHALL CONSIST OF NO LESS THAN.· 2. a. 20 lbs. PER ACRE. OF ROSE GLO'lf.R b. 20 lbs. PER ACRE OF ZORRO f[SCU[ c. 3 Ibo· P[R ACR[ OF E SCHOOL CIA CALIFORN!CA d. 4 !bs. PER AC.9[ OF AC/i/LL[A MILLE.FOL/A e. 3 lb:2. P[R ACRE OF' AL YSSUM (Cf'.RPE.T OF SNOW) f 1/2 lb. P[R ACF/[ OF DIMORPHOLECA g. i TEMS c,d,e, ANO I OF THIS SLIBSECT!Or'! MAY BE. OMITTED ON LOCA T/ONS WHERE THE AREA BEING 0HYDROSEEDED IS NOT \//SIBLE FROM EITHER A PUBLIC STREET OP RESIDENTIAL STRUCTURES. h. ITEM a CF THIS SUBSECTION MUST B[ INOCULATED WITH A NITROG, I FIXING BACTERIA ANO APPLl[D ORV EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEDING. r ALL SEED 'AA TERIALS SHALL BE TFIANSPGRTED TO TH[ JOBSITE IN UNOPENED CONTAINE,~S WIT/! THE CAL!FOPNIA DEPARTMENT OF FOOD AND AGFIIGLIL TUR[ CE.RT/FICA TION Tf'C ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF' TH[ CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE OF' NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW} MAY B[ SUBSTITUTED, ALL OF/ PART, FOR HYOPALILICALLY APPLIED FIB[P MATEFIIAL. WHEN ST,C/AW IS USED IT MUST BE ANCHORED .TO THE SLOPE. BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO T,HE SOIL. 3. FE.RT/LIZER CONSISTING OF AMMONIUM PHOSPHATE' SULFA:£, 16-20-0, WITH 15% SULPHUR APPLIED AT Tl-ff RATE OF 500 lbs. PEFI ACRE. AREAS TO BE HYD.ROSE.EDE.D SHALL BE PREPARED P,C//OR TO HYOROSE.[DING BY: I. ROUGHENING n-tE SURFACE TO f?F Pl ANTED BY ANY OF/ A COMB/NATION OF': o. H'IACK WAI KING S/OPFS STEEPER TI-IAN 6: 1 h. HARRGWING ARE.AS 6: 1 OR F'LA TTER THAT ARE SLIFF/G!ENTL Y FRIABLE. c. ,C/I,~PiNG ARE.AS THAT WILL NUT B,"IEAK UP USING ITEMS a OR b ABOVE.. 2. CONDITIONING TH[ SOILS SO THAT IT IS SUITABLE. FOR PLANTING BY: c. A0,IUSTING THE SURFACE SOIL MO!STUR[ TO PRCJVIDF A DAMP BUT NOT SA TL/RA TED SE.ED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVE.RING SALIN[ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSE.E.DED ARE.AS SHALL BE MAINTAINED TO PROVIDE. A VIGOROUS GROWTH UNTIL THE PFIOJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYD,ROSEED!NG IS Ti![ P[,'IMANENT LANDSCAPING, UNT1L THE PROJECT IS COMPLE.T[O ANO ALL BONDS Fif.UcASE.O /· EXISTING GROUND 14'M/N. T 5 'MIN. PUBLIC RIGHT- OF-WA Y PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANS/110N Bf.TWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE --- FLOW---WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS,STEEL PICKETS,OR 2"X 2• STAKES 1 1/2' TO 2' IN GROUND ANCHORING DETAIL " DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND 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. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE FILL SLOPE 9 IN. MIN. 2 FT UNLINED EARTHEN RIDGE SWALE & BER11 WIRE SCREEN FILTERED WATER GRAVEL F1L TER RUNOFF' WATER WITH SEDIMENT SEDIMENT • ....... --- DROP INLET WITH GRATE CONCRETE BLOCK BLOCK-SCREEN-GRliVEL SILT BliSL'J DROP INLET WITH GRATE COMPACTED SOIL ro PREVENT PIPING 2X6 STRUT($) RUNOFF' WATER WITH SEO/ME.NT STAKED STRAW BALE 2X6 STRUT(S) FIL TE.RED WATER lll.!'.IIJ11lll'.i!lh(=t::---- • STRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNE.RS Ill FLOW 2X6 STRUT($) REQUIRED WHEN NOTED ON PLANS HAY BALE SILT BARRIER GRA VtL BAGS OVtRLAP ONTO CURB -----•~ RUNOFF' GAP BETWEEN BAGS ACTS AS SP!LLWA Y J FT (0. 9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS --- 4"-6" LOGS LOG CHECK DAM A POINTS A SHOULD BE HIGHER THAN POINT B HAY B~I\LE CHECK Dl\11 6 IN (15 CNI) 24 IN (61 CM) (A) l COARSE AGGRE~:ATE t FLOW -24 IN (61 CM) o I (B) L:0/STANCE SUCH THAT POINTS A ANO B ARE OF EQUAL ELE\/A TION GRA.VEL CHECK DA.M LEGEND DESCRIPTION QUANTITY SYMBOL STAB!LlZED CONSTRUCTION ENTRANCE 0 STRAW BALE DIKE SILT FENCE UNLlNED SWALE & BERM . D-75 LlNED SWALE 0 0 C> ----- BLOCK-SCREEN-GRAVEL SILT BASIN 0 HAY BALE SILT BARRIER LlMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP 0 0 == 0 0 0 -••I • I Cl ~ C 40 L..f. • • • • '' AS BUILT" Tc'~ ©. ~"P , t.[1,/oir ~ z&;Soz. ExP. 11~, loe DATE DATE ~-+----+----~------+--+---+---+-----I I SH3EET I CITY OF CARLSBAD I SH!_ETS I ENGINEERING DEPARTMENT .;;;;, ::=='..=::========::::'..:=~ DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OniER APPROVAL CITY APPROVAL Sl.O!'E. fA\L.\)~t. "-EP"\~S '21 I~, Z'lO-, ~ ?105 'JA.-CO\)\Je.R. CS,· APPROVED C.l-1!.l'll'.\ 11'101'\A.S 1i\Jllv'\ tit" A<,,~.,,_•~ ;.r< ~ PE14 EXP. ,l:!0\67 OWN BY: PROJECT NO. CHKD BY: RVWD BY:-.,.,....--Pl) OS·l/o DRAWING NO. 43'-"'"' 17.0,105 _