Loading...
HomeMy WebLinkAboutDWG 503-2A; CUP 16-07; CARLSBAD ELLERY RESERVOIR; 01-09GRADING NOTES (IN ,l,DDITION TO THE REQUIREMENTS OF CH,1,PTER 15. 11.i OF THE C,1,RLSB,1,D MUNIC/P,l,L CODE.) ' 1. THIS PLJ,N SUPERSEDES ),LL OTHER PL,1,NS PREVIOUSLY ,l,PPROVED BY THE CITY OF C,1,RLSB,1,0 REG,1,RDING GR,l,D/NG SHOWN ON THIS SET OF PL,1,NS. 2. J,PPROV,1,L OF THIS PL,1,N DOES NOT LESSEN OR W,1,/VE ),NY P,ORTION OF THE C,1,RLSB,1,D MUNIC/P,l,L CODE, RESOLUTION OF CONDITION,1,L ),p PROVi'.L, CITY ST,1,N0,1,RDS OR OTHER ,1,0DITION,l,L DOCUMENTS LISTED HEREON J,S THEY MJ, Y PERT,i,IN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CH,1,RGE SH,i,LL REVISE THESE PL,1,NS WHEN NON-CONFORM,1,NCE IS DISCOVERED. ' ' J. ~J;/P~gJ),LR~fp~¼17ff,Jf?ES F~2\~fLlg~RE~~N DE0'1Lo:::ORiR,.,~~G:,i1/0°i!s- D/SCOVERED DURING CONS7RUCTION. ),LL PL,1,N REVISIONS SH,l,LL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR ,l,PPROV,1,L. 4. ), RIGHT-OF-W,i,Y PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ,1,NY WORK IN THE PUBLIC RIGHT OF WJ, Y. PRIOR TO PERMIT ISSU,i,NCE, ), CERT/FIG), TE OF INSUR,1,NCE ,1,S WELL ,1,S ,1,0DITION,1,L INSURED ENDORSEMENT MUST BE FILED N,1,M/NG THE CITY OF C,1,RLSB,1,0 ,1,S ,1,N ,1,00ITION),L :,NSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM ),MOUNT OF $1,000,000.00 FOR E,i,CH OCCURR,1,NCE OF LIJ,B/LITY. THE INSURt,NC£ COMPANY · WRITING THE POLICY MUST HJ,VE;, R,i,TING OF •;,-• OR BETTER ,1,ND ;, SIZE C,1,TEGORY OF CLASS V OR BETTER ;,s EST,1,BL/SHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM j BUIW/NG CODE, RET,1,/NING W,l,LLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEP,1,R), TE PERMITS FROM THE BUILDING D£P,i,R7MENT. \ , 6. NO WORK SH,i,LL BE COMMENCED UNTIL ,i,LL PERMITS H,I, VE BEEN OBT,1,/NED FROM THE CITY ,1,ND OTHER ,i,PPROPR/), TE ,1,GENCIES. \ 7. ,i,PPROV,i,L OF THESE PL,1,NS BY THE CITY ENGINEER DOES NOT ,i,UTHORIZE ,i,NY WORK .OR GR,1,D/NG TO BE f'ERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION H,i,S BEEN OBT,i,/NED ,i,NO ;, V,i,L/0 GR,1,D/NG PERMIT H,1,S BEEN ISSUED. I ll. NO REVISIONS WILL BE M,i,DE TO THESE PL,1,NS WITHOUT THE WRITTEN ,i,PPROV,i,L OF THE CITY ENGINEER, . NOTED WITHIN THE REVISION BLOCK, ON THE ,i,PPROPR/,i, TE SHEET OF THE .PL,i,NS ,1,NO THE TITLE SHEET. 1 9. ORIG/N,i,L DR), WINGS SH,l,LL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE OR/GIN,i,L DR,i, WING SH,l,,LL BE REVISED TO REFLECT ,1,S-BU/L T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINJ,L ,i,CCEPT,i,NCE OF THE WORK BY THE CITY. 11. ,1,CCESS FOR FIRE ,i,NO OTHER EMERGENCY VEHICLES SH,1,LL BE M,1,/NUINED lo THE PROJECT SITE ), T ,i,LL TIMES DURING CONS7RUCTION. ' 12. WHERE 7RENCHES ,i,RE WITHIN CITY E,i,SEMENTS, ;, SO/LS REPORT COMPRISED OF: (,i,) SUMM,i,RY SHEET, (B) L,l,BOR,1, TORY WORK SHEETS ,1,ND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY ), PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORN/,i,, PRINC/P,l,LL Y DOING BUSINESS IN THE FIELD OF ,i,PPLIED SO/LS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. ), SOILS COMP,l,CTION REPORT AND COMPLIANCE VER/FICA TION REG,1,RDING ,i,OHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE /SSU,1,NCE OF ;. BU/WING PERMIT. ALL CON7ROLLED GRAD/NG SHJ,LL BE DONE UNDER THE DIRECTION OF ), PROFESSIONAL ENGINEER OF THE ST,., TE OF CALIFqRNU PRINC/P ,i,LL y DOING BUSINESS IN THE FIEW OF. ),PPL/ED SOILS MECH,1,N/CS.' ),LL FILL OR FUTURE FILL AREAS SHALL BE CONS7RUCTED /N ,1,CCORDANCE WITH THE CITY OF C),RLSBJ,D STAND,i,RD SPECIF/C,i, TIONS AND TlfE • £),RTHWORK SPECIF/CATIONS • ;. TTACHED TO THE PRELIM/NJ,RY SOILS INVESTIG), TION. D,i,/L Y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRfCONSTRUC110N l,lffJJNG SHAii Bf Hf/ D AT THE $11£ PRIOR TD TH£ BEGINNING Of WORK AND SHAii Bf ATTFND[O RY All RFPR[SFNTA11VFS RESPONSIBLE FOR CONS7RUCTION, INSPECTION, SUPERVISION, TESTING ),NO ALL OTHER ASPECTS Of THE WORK THE CON7RACTOR SHJ,LL REQUEST ;, PRECONS7RUCTION MEETING BY C,1,WNG THE INSPECTION LINE ), T (760) 4Jll-Jll91 ;, T LE,l,ST FIVE(5) WORKING 0), YS PRIOR TO ST,1,RT/NG CONS7RUCTION. THE CON7R,1,CTOR WILL THEN BE CONT,1,CTED BY THE PROJECT INSPECTOR TO COORD/N,i, TE ;. DA TE AND TIME FOR THE PRECONS7RUCTION MEETING. APPROVED DR), WINGS MUST BE ;. V,i,/LABLE PRIOR TO SCHEDULING. THE GR,1,0/NG PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR ;. T THE MEETING. 15. All INSPFC110N RfOl/fSTS OTHFR THAN FOR PRFCONSTRUC11DN llff11NG W L Bf UAQE BY CAIi ING J7-/f ENGINEERING 24 HOUR INSPFC110N RfO(lfSI r INF AT (76Ql ,f;m 3091 INSPFC110N RFQUFST MUST Bf RfCft'tfQ PRIOR TO 2· 0Q BM, ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE J,FTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS L), TER. 16. THE OWNER ,1,ND/OR J,PPL/CJ,NT THROUGH THE DEVELOPER AND/OR CON7RACTOR SHALL DESIGN, CONS7RUCT ,1,ND M,i,/NTAIN ALL S,i,FETY DEVICES, INCLUDING SHORING. ,i,ND SH,1,LL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOC,1,L, STJ,TE J,ND FEDER,l,L S,1,FETY J,ND HEALTH STANDARDS, LAWS ,1,ND REGUL,i,TIONS. I 17. THE CON7RJ,CTOR SH,l,LL CONFORM TO L,l,BOR CODE SECTION 6705 BY SUBM/mNG ,i, DETAIL PL,i,N TO THE CITY ENGINEER AND/OR CONCERNED ,i,GENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MJ,DE OF WORKER PROTECTION FROM THE H),ZJ,RD OF C,1, VING GROUND DURING THE Exc;. v;. TION OF SUCH 7RENCH OR 7RENCHES OR DURING THE PIPE INSTALL), TION THEREIN. THIS PL,l,N MUST BE PREP,l,RED FOR ALL 7RENCHES FIVE FEET (5') OR MORE IN DEPTH AND ,l,PPROVED BY THE CITY ENGINEER ,1,NO/OR CONCERNED ),GENCY PRIOR TO Exe;. v;. TION. IF THE PL,\N VARIFS FROM THE SHORING SYSTF/J STAND,1,ROS EST,l,BLISHED BY THE CONS7RUCTION S,1,FETY ORDERS. TITLE ll C,\L/fORNI,\ ,\DMINISTR,\TI'tf COD£ THE PL,\N SHALL BE PREPARED BY ;, RFGISTFRED FNGINFFR t\I THE CONTRACTORS FXPFNSF. ;. COPY OF THE OSHA Exe;. v;. TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO Exe;. v;. TION. OBTJ,/NED FROM THE CITY OF CARLSB,i,O. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADV,i,NCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ,1,NY ARCHAEOLOG/C),L RESOURCES ,i,RE DISCOVERED WITHIN ANY WORK ),RE), DURING CONS7RUCTION. OPER,\TIONS mt,L C£,\SE IMMEDl,\TFLY. ,1,NO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPER,i, TIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN ,l,UTHOR/TY FROM THE CITY ENGINEER TO DO SO. 20. J,LL OP£R), TIONS CONDUCTED ON THE SITE OR ADJJ,CENT THERETO. INCLUDING W,i,RMING UP. REP,l,JR. ,i,RRJV,i,L, DEP),RTURE OR OPER,I, TIO('/ OF 7RUCKS, £),RTHMOVING EQUIPMENT, CONS7RUCTION EQUIPMENT ),NO ),NY OTHER ;.ssoc1;. TED GR,1,0/NG EQUIPMENT SH,l,LL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ,i,NO 6: 00 PM £),CH DAY, MONO), Y THRU FR/0,i, Y AND NO EARTHMOVING OR GR),0/NG · OPER,I, TIONS SH,l,LL BE CONDUCTED ON WEEKENDS OR HOL/0,i, YS. (A LIST OF CITY HOLIDAYS /S ), VA/L,l,BLE ), T THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITF H,\UL ROUTES SH,l,LL BE SUBMITTED BY THE CONTRt,CTOR TO THE CITY ENGINEER FOR APPROV,i,L TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CON7RACTOR SH,l,LL BE RESPONSIBLE FOR J,NY DEBRIS OR DAM,1,GE OCCURRING ALONG THE H,l,UL ROUTE OR ADJACENT S7REETS ,i,S ,i, RESULT OF THE GR,1,0/NG OPER,I, TION. 22. IMPORT M,i, TER/,i,L SH,i,LL BE OBT,i,/NED FROM, AND W,i,STE M,i, TER/,i,L SHALL BE DEPOSITED ), T, ), SITE J,PPROVED BY THE CITY ENGINEER. THE CON7R,1,CTOR SHALL BE RFSPONSIRLF FOR ,\NY DFBRIS OR Dt\Mt\Gf OCCURRING ,\LONG THE Ht\111 ROUTES OR AOJ,1,CENT S7REETS ,1,S ;. RESULT OF THE GRADING OPER,I, TION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE J,R£), TO BE GR),0£0. NO 7REES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLJ,N. 24. ),LL AREAS SHALL BE GR,1,0£0 TO OR,1,/N. GR),0/NG RESULTING IN THE PONDING OF W), TER IS NOT PERMITTED. ALL E,1,RTHEN SW,i,LES ,1,ND DITCHES SH,i,LL HA VE ), MINl/,/UM ONE PERCENT SLOPE. 25. THESE PL,1,NS ARE SUBJECT TO ), SIGNED AND . APPROVED ~ET OF EROSION ~~ii r;¼~7JEE~Rg~o:s cg,~~~D st:L~EBffeR~1~1~~ptifo(i.,.,s ),PPROVED BY 26. ),LL SLOPES SH,i,LL BE 7RIMMED TO ,i, FINISH GR,i,DE TO PRODUCE ,i, UNIFORM SURFACE ,i,ND CROSS SECTION. THE SITE SHALL BE LEFT I IN ;. NE), T ,1,NO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SH,l,LL BE REMOVED ),NO DISPOSED OF ;. T ), SITE ,l,PPROVED OF BY THE CITY ENGINEER. 27. ),LL SLOPES SHALL BE IRR/G), TED, ST,1,B/LIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) 0), YS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE ),PPROVED GRADING PLANS. 21l. LANDSCAPING SH),LL BE ACCOMPLISHED ON ),LL SLOPES AND p,;,os ;.s REQUIRED BY THE CITY OF C,1,RLSBAD L,1,NDSC),PE MANU),L, THE LANDSC,1,P/NG PLJ,NS FOR THIS PROJECT, DRAWING NO. ,i,-11:~-2-L, ,i,ND/OR ),S DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/J,PPL/C,i,NT SH,i,LL INSURE THAT ,i,LL CON7RACTORS SHALL COORD/NJ, TE THE WORK OF THESE GRADING PL),NS WITH TH), T SHOWN ON BOTH THE L,l,NDSC;.PE ;.NO /RR/GA TION PL,1,NS AND THE IMPROVEMENT PLANS ),5 REQUIRED FOR THIS WORK IN ,1,CCORDANCE WITH THE L;.NDSC,1,PE M;.NUAL TIME REQUIREMENTS. JO. WHERE ;.N EXISTING PIPE LINE IS TO BE ,1,BANDONED ;.5 ;. RESULT OF THE GR;.0/NG OPERATION, IT SH,l,LL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR S7R£ET ,l,R[J,S ;.ND REPLACED WITH PROPERLY COMP,1,CTED SOILS. IN OTHER ;.RE,1,S THE PIP£ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS ;.PPROVED BY THE CITY ENGINEER. JI. THE CON7RACTOR SH,l,LL VERIFY THE LOCATION OF ALL EXISTING FJ,C/LITIES ( ),BOVE GROUND AND UNDER GROUND ) WITHIN TH£ PROJECT SITE SUFF/CIENTL Y ;.H[,1,0 OF GR;.D/NG TO PERMIT TH£ REVISION OF THE GR,1,0/NG PLANS IF IT /S FOUND TH;. T THE ACTUJ,L LOCJ, TIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J2, THE · CON7RACTOR SH,l,LL NOTIFY ;.FFECTED UTILITY COMPJ,NJES (SEE BELOW) ), T LEAST 2 FULL WORKING o;. YS PRIOR TO ST;.RTING GR),O/NG NE),R THEIR F),C/LITIES AND SHALL COORO/NA TE THE WORK WITH ), COMP),NY REPRESENT), TIVE. UNDERGROUND SERVICE ALERT (ll00)422-41JJ SDGltE (ll00)660-7J4J ;. TltT (llOO)ll92-012J TIME W),RNER C,1,BLE (760)4Jll-7741 COX COMMUN/C), TIONS (760}1l06-91l09 CITY OF CARLSB,1,0(STREETS It STORM OR,1,/N) (760)4J4-291l0 'CITY OF C),RLSBAD(SEWER, w;. TER It RECLAIMED w;. TER) (760)4Jll-2722 'S,1,N 0/EGU/TO WATER D/57RICT (760)6JJ-2650 'LEUCAD/,1, W,1,STEWATER D157RICT (760)753-0155 'VALLECITOS WATER DIS7RICT (760)744-0460 'OLIVENHJ,/N W), TER D/57RICT (760)753-6466 'BUEN), S),N/TA TION DIS7RICT (760)726-1340 •;.s ,l,PPROPRU TE 33. PERMIT COMPLMNCE REQUIREMENTS: ;., F N7RO LED GRADING -THE APPLICANT HIRES ;. CIVIL ENGINEER, SOILS ENGINEER, ,1,ND OR GEOLOGIST TO GIVE TECHNICAL ),DVICE, OBSERVE ),ND CON7ROL TH£ WORK IN PROGRESS /15.16.120 ,l,,llj C),RLSBAD MUN/GIP ,l,L CODE. B. PRIOR TO FINAL t,PPROV!,L OF ;. GR,1,DING PERMIT -THE FOLLOWING REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VI), THE PROJECT INSPECTOR {15.16.120 A.10} C),RLSB),0 MUN/C/P),L CODE: (1) FINAL REPORT BY SUPERVISING GRJ,0/NG ENGINEER ST), TING ),LL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ;.RE INST,l,LLED IN CONFORM),NCE WITH CITY CODE ),NO THE APPROVED PL,1,NS ( OBT),/N SAMPLE OF COMPLf),NCE LETTER FROM CITY ENGINEERING DEP),RTMENT). (2) AS-BUILT GR,1,D/NG PLAN. (3) REPORT F/?OM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDl;D SOIL BE),R/NG C),PACITIES. ), ST), TEMENT ),S TO THE EXPANSIVE QU),L/TY OF THE SOIL, AND SUMMARIES OF FIELD AND L,l,BORA TORY TESTS. TH£ REPORT SHALL ),LSO INCLUDE ;. STATEMENT BY THE SOILS ENGINEER TH), T THE GRADING w;.s DONE IN ),CCORDANCE WITH THE REQUIREMENTS AND RECOMMEND;. TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ),ND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH ),5-BUILT GEOLOGIC PLAN. IF REQUIRED BY THE CITY. J4. UNLESS ), GR),0/NG PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S ),PPROV),L, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PL,1,NCHECK FEES WILL BE REQUIRED FOR ),NY SUCH RECHECK. J5. IN ACCORDANCE WITH TH£ CITY STORM W,1, TER STAND,l,RDS, ),LL STORM DR),/N INLETS CONS7RUCTED BY THIS PL),N SHALL INCLUDE "STENCILS" BE ),ODED TO PROHIBIT WASTEWJ, TER DISCHARGE DOWNS7REJ,M. STENCILS SHALL BE ),ODED TO THE SATISF,l,CTION OF TH£ CITY ENGINEER. GEOTECHN/C),L EVALU), TION, ELLERY RESERVOIR SHERIFF'S 36. THE SOILS REPORT TITLED TOWER CARLSB,1,D C,1,L/FORNU , PREP,l,RED BY NINYO ;.No MOORE o;. TED MARCH 21 ,2Cl1.L, SHALL BE CONSIDERED ,1,S ,;, P),RT OF THIS GR),D/NG PL,l,N, ,1,LL GRADING SHALL BE DON£ IN ACCORD,1,NCE WITH THE RECOMMENDATIONS AND SPECIFIC), TIONS CONTJ,/NED IN S),/0 SOILS REPORT. 37. REVISION OF THESE PLANS M), Y BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONS7RUCTED PRIOR TO THE DE,l,DL/NE DA TE OF THE IMPROVEMENT AGREEMENT. Jll. THE EXISTENCE ;.No Loe;. TION OF UTILITY S7RUCTURES ),ND FACILITIES SHOWN ON THE CONS7RUCTION PLANS WERE OBTAINED BY ), SE),RCH OF THE AVA/L),BLE RECORDS. ), TTENTION IS C),LLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR S7RUCTURES NOT SHOWN OR IN ;. Loe;. TION DIFFERENT FROM THAT SHOWN ON THE PL),NS. TH£ CONTR,1,CTOR IS REQUIRED TO T;.KE DUE PREC,i,UTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ;.NY OTHER EXISTING FACILITIES OR 57RUCTUR£S NOT SHOWN. •DECLA.lfA. TION OF lfESPONSIIJLE CHA.lfGE" I HEREBY DECL,l,R£ THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, TH), T I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT ),5 DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ),ND TH), T THE DESIGN IS CONSISTENT W!TH CURRENT STAND;.RDS. I UNDERST;.ND THAT THE CHECK OF PROJECT OR,1,WINGS AND SPECIFICATIONS BY THE CITY OF C),RLSB),D DOES NOT RELIEVE ME, ),S ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: STU,1,RT ENGINEERING ),00RESS: 7525 ME7ROPOLITAN DRIVE, SUITE JOI! CITY OF OCEANSIDE HIGHWAY 71 ,vo o' 1! "' NOT TO SCALE CITY OF VISTA 8 ~~ ~ ,-, iflt '\'·-_-:,l!~o;.~r--~r \\--1~~".°'.A::,,1'-1°>-"°:: .,.._.,rJI;~ PACIFIC OCEAN 7. >~ 7'. ./ "Ir CITY OF ENCINITAS VICINITY MAP NO SC),LE SOURCE OF TOPOGRAPHY -f' ._.o CITY OF SAN MA1'COS TOPOGRAPHY SHOWN ON THESE PLANS w;.s COMPILED FROM FIELD SURI/EY BY STUART ENGINEER/NG ON MAY 19, 2016. LEGAL DESCRIPTION IN THE CITY OF CARLSB),D, COUNTY OF SAN DIEGO, STA TE OF C,1,LIFORNIA, A PORTION OF LOT 'J' OF RANCHO AGUA HED/ONDA. ACCORDING TO MAP NO. ll2J, SAN 0/EGO COUNTY RECORDS. PROJECT LOCATION THIS PROJECT IS Loe;. TED WITHIN ASSESSORS P,1,RC[L NUMBER(S) 167-5'10-52-00 THE C,1,L/FORNU COORDINATE INDEX OF THIS PROJECT IS: N 6233443.2461 E 2005607.5409 ),00RESS: 2237 JANIS w;. Y, C),RLSB;.o, C), 9200/l BENCH MARK DESCRIPTION: 1'0/NT NUMeEI!: 123 STADON NAME: CLSl-123 SET 2 1 /2' DISK IN Dl!AINAGE IOX INLET. WEST SIDE OF MONl!OE LOC,1, TION: WEST SIDE OF MONl!OE Sll!EET ON THE WES/El!LY l'l!OLONGA TION OF THE NOl!THEl!L Y CUl!I OF GM!.£ WAY IN Fl!ONT ELEVATION: ~2"'0""11."'1J"-'1 ________ 0,1, TUM: NGVD29 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT ;. REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-),LL GR),D/NG ACTIVITY AND ;.DVISE ON THE COMPACTION ;.No STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO ;. STATE- REGULA TED SWPPP, I (WEJ ),LSO AGREE ;. QUALIFIED SWPPP PRACTITIONER (QSP) H,1,S BEEN OR wfLL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ),CCO~NCE WITH THE CAL/FORNI), CONS7RUCTION ORDER AND MUNIC,,-:ERMIJf_:.i!lTEST VERSION. ;If) ;ttd; 1 o/fc/ It 7 POST-CONSTRUCTION BMP TABLE EXISTING LEGEND: EXIST SPOT ELEVATION EXIST CONTOUR EXIST BUILDING LINE PROPERTY LINE EXIST STORM DRAIN EXIST SEWER LINE EXIST W,1, TER LINE EXIST GAS LINE EXIST 01/ERHE,l,D ELECTRIC EXIST TELEPHONE EXIST WALL FINISH FLOOR CONCRETE ,1,SPH,l,L T BUILDING CORNER X /(i.4 ·····•················W····· ·······G-- --O/-IE-- ..................... T IT CONC BIOG CO!? EXISnNG unLITY NOTE/DISCLAIMER: PR/VAT[ ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LDC.A TIONS OF UTILITY PIPES, CONDUITS, STRUCTURES, POLES. WIRES, OR ANY OTHER FACILITIES SHOWN ON THESE DRAl'r1NGS llf'RE OBTAINEO BY A SE;.RCH OF ;. V;./LABLE RECORDS AND ),RE IND/CA TED HEREON WITH THEIR . APPROX/MA TE LOCA TION(S), THE ENGINEER OF WORK MAKES NO GUARJ,NTEES OR WARRANTIES THAT THE UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE ),REA, EITHER IN SERVICE OR AB),NDONED. THE CONTRACTOR SH),LL BE RESPONSIBLE FOR I/ER/FICA TION OF THE LOCATION OF ALL UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, PRIOR TO START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF WORK OF ),NY DISCREPANCIES. THE CONTRACTOR SH;.LL F;.M/LIARIZE HIMSELF l'r1TH THE SITE J,ND BE SOLELY RESPONSIBLE FOR ANY DAM),GE TO EXISTING F),C/LITIES AND/OR ANY ;.ssocu TEO ),PPURTENANCES RESULTING 0/RECTL Y OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. THE CONTRACTOR, BY ACCEPTING THESE PLANS ,1,ND/OR PROCEEDING WITH THE IMPROI/EMENTS HEREON, AGREES TO ASSUME SOLE LIABILITY ),ND HOLD THE ENGINEER OF WORK HARMLESS FOR ANY DAM),GES RESULTING FROM OR TO THE EXISTING UTILITIES. 'DIG ALERT NOTICE" SECTION 4216 OF THE c;.LIFORNIA GOI/ERNMENT CODE REQUIRES THAT A 0/G ALERT !OENTIF/C;. TION NUMBER BE ISSUED BEFORE A • PERMIT TO EXCAVATE' l'r1LL BE VALID. FOR YOUR DIG ;.LERT I.D. NUMBER, CALL UNDERGROUND SERVICE ALERT AT 11-1-1 AT LE),ST TWO WORKING 0), YS BEFORE YOU DIG. EARTHWORK QUANTITIES CUT: 200 CY FILL: 0 CY IMPORT: a CY EXPORT: 200 CY REMEDIAL: N/_A CY THESE QU;.NT/TIES ;.RE FOR BONDING EST/MA TES ONLY. THE CONTRACTOR SHALL PERFORM THEIR OWN . T),KE-OFFS FOR CONTR),CTING PURPOSES. ABBREV/A TIONS TW TOP OF w;.LL BW BOTTOM OF WJ,LL FL FL OWL/NE FS FINISH SURFACE FG FINISH GR,l,DE EG EX/SITING GROUND REFERENCE DRAWINGS TOT;.L LOT ARE), = ___ 62-ll5~7_S~F ___ _ TOT;.L DISTURBED ;.REA = ~1,5=J=5~S=F ___ _ CITY, STATE: S,1,N DIEGO. C,1,L/FORN/),. 92/0ll TELEPHONE: (619) 296-1010 STORM WATER REQUIREMENTS TH), T APPLY: EXEMPT FROM HYDROMOD/F/CA TION? N/A ( THIS J,REA INCLUDES BUT JS NOT LIMITED TO BY: ~,~ STUART PEACE DJ,TE: 10-J0-J.017 R.C.E. N0.:_~2~72=J~2 ___________ _ REGIS7R,1, TION EXP/RATION DA TE: -~J_-~J1~-..:.19~ ___ _ SOILS ENGINEElf'S CElfTIFICA. TE /, RON,1,LD S. H,l,LBERT , ), REGISTERED CIVIL ENGINEER OF THE ST), TE OF C,1,L/FORN/,1,, PRINC/P),LL Y DOING BUSINESS IN THE FIELD OF ),PPL/ED SOILS MECH,1,N/CS, HEREBY CERTIFY TH), T ), S,1,MPLING ,1,ND STUDY OF THE SOIL CONDITIONS PREV,l,LENT WITHIN THIS SITE W,1,S M,1,DE BY ME OR UNDER MY DIRECTION BETWEEN THE O), TES OF DECEMBER 5 , 2016 ,1,NO MARCH 21, 'J.017, ) OCT($ $ .z.tifl, TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMEND), TIONS, H,1,S BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ~~- G.E./P.E. NO.: _0"-4'--'2"'2"'0-'-4 ________ _ \ 0,1,TE: 7-7--1 LICENSE EXP/R), TION 0), TE: J-Jl-lll E=l STANDARD STORMWATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE - REVISED 7-5-2017 REVISED 6-14-2017 REVISED 5-9-2017 DESCRIPTION Ol!NEIISHIP -- B YES (SE£ SWMP FOR DOCUMENT), TION) NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURB,1,NCE SUCH AS VEHICLE ' AND EQUIPMENT ST),G/NG J,REAS, CONS7RUCTION WORKER FOOT TR;.mc, SOIL/GR;. VEL PILES, UTILITY 7RENCHES, BACKFILL CUTS ),ND SLOPE KEYW), YS) TOT),L REPL),CED IMPERVIOUS J,R£), -137 SF TOT;.L PROPOSED IMPERVIOUS ARE;. = 1 490 SF ---, 0£S/GNEff: N.H. RSTG "-2'-Wt S.E. AC:-ll.UIL.T /!\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE GR;.0/NG WORK SH;.LL CONSIST OF THE CONSTRUCTION OF ),LL CUTS J,ND FILLS, REMEDIAL GRADING, DRAINAGE F),C/LITIES, EROSION CON7ROL F),C/LITIES, J,ND PLANTING OF PERMANENT L),NDSCAPING ),ND PREPAR,1, TION OF AS-BUILT GR),0/NG PLANS, AS-BUILT GEOLOGIC MJ,PS AND REPORTS, ),LL ),5 SHOWN OR REQUIRED ON THIS SET OF PLANS ;.ND TH£ CITY STAND),RDS, SPECIFIC), TIONS, REQUIREMENTS, RESOLUTIONS ),ND ORD/N),NCES CITED ON THESE PL),NS. THE GRADING WORK SHALL BE PERFORMED IN ACCORD),NCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONS7RUCTION. ),5 DIRECTED BY THE CITY ENGINEER. . 1. CARLSB),D MUNIC/P),L CODE 2. CITY OF CARLSB,1,0 ENGINEER/NG ST),ND,1,RDS J. TH/$ SET OF PL,1,NS 4. PL,1,NNING COMMISSION RESOLUTION NO. 7235 D,i,TED ,\PRIL 5 2017 . 5. THE STANO;.RO SPECIF/CATIONS FOR PUBLIC WORKS CONS7RUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMEND), TIONS BY NINYO ,1,ND MOORE 107596005 DA TED MARCH 21. 2017 7. THE S),N DIEGO REGION),L ST),NDARD DRJ,WINGS ;.No ,1,S M,I, Y 8£ MODIFIED BY TH£ CITY OF CARLSB),0 ST,1,NDARDS. II. CAL/FORNI), COAST,l,L COMMISSION DEVELOPMENT PERMIT CONDITIONS 0), TED NOT APPLICABLE 9. ENVIRONMENT),L ),PPROV),L DOCUMENTS DA TED NOT APPLICABLE 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) ON SHEET 3 It 4 11. ST),ND,i,RD PROJECT REQUIREMENT CHECKLIST (E-J6) PREPARED BY ST/JART ENGINEERING 0,1,TED ~4-~ti~z~oi~z _____ _ 12. C),L/FORNIA STORM WATER QU;.L/TY ),SSOC/),TION BMP CONS7RUCTION H,1,NDBOOK ),ND CAL 7RANS CONS7RUCTION SITE BMP M,1,NUAL. 13. CARLSB),0 MUNICIPAL WATER DIS7RICT DESClfll'TION LEGEND DWG.NO. l'lf/VA. TE IMl'lfOVEMENTS PROPOSED AC PA 1/EMENT 4•, PER SOILS REPORT O'IER 6" B;.sE RIBBON GUTTER 6 • TYPE G SEE DET,1,/L, SHEET 2 SITE RETAINING WALL PER DETAILS ON SHEET 5 le 6 12' XI 2• PRE-CAST CONG BOX PCC SLAB BROW DITCH s;. WCU T LINE ,1,C GRIND/OVERL,I, Y 2' PROPOSED CONTOUR DIREC770N OF FLOW PROPERTY LINE DAYLIGHT LINE WALL TYPE -SEE:._ SHEET 7 PER BUILDING PERMIT 0-75• PER SOILS REPORT SYM8OL QUANTITY 64J SF 21J SF 1097 SF □ 1 EA N/A E----3 110 SF ------ll5 LF QvS&Yg 57 SF NA N,1, ------NA --//--NA 0 NA ,,1,5 MODIFIED BY CITY OF CARLSB,1,0, ENGINEERING ST,l,NDARQ, VOL. J, CH),PTER 2 ~'.°;;'_,¾,_ . II g BUIL T 11 ~ t,O r E___,-,: 011. ·, ~ --. "t~ &~ j t,e:,u-C-- ,i ., >J'rY• r ?}.,;,--,,_ c;: /2_Y ,:. ._ C'¢' i.,_..'. ~ , ""~ 11/7.9/2JJ18 ._ ~ ~ No. 2~~t32 ~ E.,p. ,.,,... /J RCE 271:ol EXP, 3-31-~ DATE " ,, ~ ~JV\\.. -f!j~ REVIE',/ED ~ :,~Of,r;~~% y;41t✓14. , -'~/17,/;q \NSJIECJCDR 7 PATE' , , , I S1HEET I CITY OF CARLSBAD I SH9TS I ENGINEERING DEPARTMENT ' GRADING PLAN FOR: CARLSBAD ELLERY RESERVOIR WCF TITLE SHEET GR 2017-0020 APPROVED: tJ,u,,.,.J JJ., j J ,' , JASON s✓,G~ZDERT j!) i-, U>I f CITY ENGINEER' RCE 63912 EXPIRES 9 /30 /18 7 6ATE DWN BY: $~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHE~ AP~~OVAL CITY APPROVAL RVWD BY: CUP 16-07 503-2A . ) ' G7.G518 □ ]J ~ 2 G) 2 C: ~ CD m ]J TYPE B l!l'tOW DITCH WALL PER STRUCTURAL PLAN AND DETAILS ON -- SHEETS J. 4, 5, 6, 7 IN THIS SET. ~, : : '-, VAf?IES . ' Dl'tAINAGE /!OARD J-INCH DIA SCH 40 'MEP HOlE l+ITH DRAIN GRATE CENTERED BET'M:EN BEAi.iS (TYP). 1./AY •E LOCATED 6" :J: A•OI-E" -~ OR BELOW FINISHED Gl'tADE •.. / ,/?' / >\ ,:, \ / / AS REQUIRED. SOLDIER /!EAi.i PER ST!tUCTURAL PLAN TYPE B l!l'tOW DITCH • SECTION A NOT TO SCALE --~-UJFF~=-~~ J.32.63 7W • 331:00 EG .... 32tJ.35FL J2tJ.5JFS RESERVOIR WATER TANK RIBBON GUTTER PER DETAIL THIS SHEET J2tJ.59F5 - / DRAINAGE BOARD ' / 1+0+.0 ~G.8. ·"-329.57 FL -~ ~ ~-1~ .. -........ . . --.... .. .... \,,; ~ ~ ~ J2i6-".· .=· ~::i: SDG/6 ELEC. LINE --~· ~ BER. E,.LQC. .. 11 ... TED· ... o · BY OTHERS SOLD/El't BEAi.i l"El't STl'tUCTURAL PLAN • • /. • .• • .- • '() l FULL DEPTH AC AND BASE PEit SOILS REPOl'tT 1.0' EQUIP PAD SLAB THICKNESS AND SPECIF/CA TIONS PEit STRUCTUl'tAL ENGINEERS RECOI.IMENDA TION. NOT TO SCALE 560-C-3250 CONCRETE AC OVE;RJAY AS NECESSARY FOR A SMOOlll TRANS/770N. RIBBON GUTTER PER DETAIL ll/lS 560-C-325<fHEET. CONCRETE 1 /2" ROUNDING (TYP.) DETAIL: RIBBON GUTTER NOT TO SCALE =~-- f+ 1 J;IM~G,B .... . .. 334.27 FL _J+ 1 -1:49 JJ.6.63 7W 336.4(}EG ... -·TOGE OF· 6 F. AC PAVEMENT ~-~'-~ ., __ M%, ---~-~'"" 1+2Z05~G.B. J3+.41 FL _ .fl'.~ll A "'~'0 ---"m--~, 1+JJ.95~G.B. I JJ4.7J Fl · fypt i . BROWDl1CH · I . ""' -. ')2tJ. 701FS 1+44.36~G:B: ' , 335.65 FL .. \ · 1+44.36 \3J!i.tt: ,,. ,,. 1--------------------------------------------96.64' -------------------------------------------1 5' z ,r . .JJ'. . .JJ'. • .JJ'. . .JJ'. ·-"' 24' 5.JJ' 5.JJ' 1.17' 1.17' 6.67 . .. 341.301W • EXISTING GROUND 3-IO.i31W 3411.131W IN FRONT OF WALL JJJ.J77W ,,.~ -I JJf.f77W I ~.i.J7W I / 8 335. 71W --1+61.22 ;:!; 335.301W -:,;/::.t.-~=~=-==--==-=:....:::;-==-=::....:=_:;=---==----;,::11 1+50.02 ... 334.i.JlW / I 33/J.19FL 33tJ.19Fl 1+74.7J ""-•w ~ /+?zn, 1+33.95 335.65FL ..., ..., WALL AREA=972SF FLOWLINE IN FRONT 334.73FL .._ .._ OF WALL \TOP OF WALL l+tJ'i.21 I 336.66FL -, ... ,3;!;.,=V;llW / 7 ., ...... I I 1+44.36 HIGH PT. BROWDITCH 33Z14Fl l / / 1+1,04 ;~ 334.41FL ~~ ~~ J!'NISH GRADE .,..-V 334.21FL ;!; ~ ~ ½_ ;!; ~ ;!; ~ 'N BACK OF WALL _/.,..-" I " " --\ TOP OF FOOTING 22.17' 3Jl.i3TW 3.32' JJ9.30TW 2+0Qd ~ 336.4tJFL g ct; - L ,,~, -t-~---------1 -2~2' ----------->----9:£, __Jl~---J.-~_,.,_7TF ___ 2~3' --------1--~-----------3~6' ____________ j WAU TYPE NOTE; {J) -WALL TYPE SEE SHEET 7 2.5' 0 5' 10' 15' WALL A PROFILE LOOKMG NORTl,hLALY SCALE: HOR/Z 1 "=5' VERT. 1• =5' , I i STUART ENGINEERING D[S/GN[f'f: N.H. 7525 METROPOLITAN DRIVE STE. JO/J DffAW: SAN DIEGO, CA 92~ (519) 295-1010 RSTG ~ ~ti!:~ 10 10 2017 CHECKED: S.P. STUART PEACE R. C.E. 27232 DATE JO• NO.: ----- SCALE IN FEET REVISED 7-5-2017 REVISED 6-14-2017 REVISED 5-9-2017 !fEGISTffMfON EXf"!!fES: J-31-1' 1445-16-02 t _ J29.1JFS . AC OVERLAY FOR A SMOOTH EX AC ~ _ ~29./ 329 1J. 32~.iiFs 32tJ.69FL TRANS/770N 32tJ.70FS / / J2tJ.5,J:tJ>D1'LL.c·,-- -tJ:70FS ,,. ,,. ,.1 + 7'(73~G.8 . 337.H FL 1+61.fi:VG.B. .. ( 33/J.19 .. FL ,,. ,,. (7W=339.55) .J.20' EX WALL BEHIND WALL l ® 1-{33f.551W) -33f.301W I I ! EX WALL : pfil ~ TO REMAIN J I I ~ (332.2J1WU I -,-II I I I _I~-------,-,-~- ~-_!~---tQ-PO-SED-GRA-OE~IN FRONT OF WALL, EX GRADE BEHIND WALL PLAN RCS SITE WALL TYPE NOIE: {J)-WALL T'rPE SEE SHEET 7 12• X12" PRE-CAST CONG BOX l+llll GRATE 4• PVC PIPE IN BACK OF WALL WALL AREA= 36 SF IE=329.27 OR 1• ABOVE FINISH SURF A CE I ,,. ,,. ELECTRICAL Sl+ITCH GEAR PER lllE ARCHITECTURAL PLAN 12• X 12·"·PRECA l+I TH GRA T£. · · , • /IE=J29,27~ 4• P¥C PIPE.,· .. / \ THRU WALL..... /. . .>: TG=3J6.·J3 . .\W~~.B ,,-~-"' \ PROPERTY UNE G.j -J G (/) WALL B PROFILE LOOICIIIG WESJBIL Y II AS BUIL T11 6{-?W {2 ~l\h:!llllll - SCALE: HORIZ 1 • =5' VERT. 1" =5' EXP. Hl-lS REVIE',/ED BY• 7 _,,;,,_// J_,_ I , , DATE l----+---+-------------1----l----l--1------l I S~EET I CITY OF CARLS BAD I SHEgETS I ~::=;::==:'-===E::::N::::G::::IN::::E::::E:::R::::IN=:G::::::::D::::E::::P:::A:::R=:T::::M::::E=:NT:::::::==.':=====: l---+---+----------------1-------+---1---.J.-----t G!!ADING PLAN FO:I!: DATE INITIAL DATE INITIAL DATT: INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER A~PROVAL CITY APPROVAL CARLSBAD ELLERY RESERVOIR WCF DETAIIS &. GRADING GR 2017-0020. • APPROVED: / / ,; /,J 'k I JASON s. (lELDE;RT l,1tll/!Jv., ~i7 /P/7 lll,oft CITY ENGINEER7 RCE 63912 EXPIRES 9 130 /1 B ' DATE DWN BY: JR PROJECT NO. DRAWING NO. CHKD BY: , 1/... RVWD BY: CUP 16-07 503-2A I ' □ JJ i 2 Gl 2 C: s: ca m ll □ i 2 Gl 2 C s: [:ti m ll I . / ! I / I -··· .. ...-_ . .,,,· / _,/ /' . __ _.... -~-------·/· ,,/' / / / EARTH SUPPORT.SYSTEMS 9615 VIA EXCELENCIA-SUITE 104, SAN DIEGO, CA 92126 TEL (760) 929·2151 FAX (760) 929-2152_ \ \ ! \ \\ •, \\ \\ \ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THE PERMANENT SHORING DESIGN SHEETS 3-7 OF DWG 503-2A RESPONSIBLE CHARGE OF THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN FIRM: EARTH SUPPORT SYSTEMS ADDRESS: 96~5 VIA EXCELENCIA, SUITE 104 Cl TY, ST A TE: SAN DIEGO, CA TELEPHONE: 760-929-2~51 BY: RICARDO JORDAN DATE: 09/2~/2017 R.C.E. H 6M36 REGISTRATION EXPIRATION DATE: 09/30/2019 ",•' •' / ' ,.-····--··-. ,.,-'. --------·-- /\;::::..::\------•-•" --··· SITE PLAN SCALE: 1" = 5' RICARDO ORDAN R.C.E. 68436 I I 10/06/17 EXP. 9-30-19 I ------- ····· .. L . / ----"j --- ' ···-/·- --·--r---J ... • I ·----- 1 DATE PROPERTY LINE ) 1-W-om, R.J. Alo-8UILT DATE INITIAL GENERAL UTILITY NOTES: 1. ALL EXISTING UNUSED WATER SERVICES SHALL BE KILLED AT MAIN BY CONTRACTOR. 2. ALL EXISTING UNUSED SEWER LATERALS SHALL BE PLUGGED AT PROPERTY LINE OR FACE OF SHORING BY CONTRACTOR. 3. ALL SEWER LINES THAT ARE OF UNKNOWN SIZE SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR AT TIME OF CONSTRUCTION AND NOTED ON THE FINAL RECORD DRAWING. FOR REMOVAL OF: STREET LIGHT RELATED-CONTACT DAN WILLIS @ (619) 527-~054. TRANSFORMER REMOVAL-CONTACT JANY STALEY @ (619) 230-7M5. TELEPHONE RELATED-CONTACT BENNY PEPE @ (619) 574-4312. CAUTION; ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS. DIG ALERT le GENERAL CONTRACTOR SHALL LOCATE le POTHOLE (AS NEEDED), ALL EXISTING UTILITIES BEFORE RETAINING WALL CONSTRUCTION BEGINS. STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF OCCUPATIONAL SAFETY AND HEAL TH TRENCH/EXCAVATION PERMIT NO. ___ _ Underground • Service Alert •f S•ulh•rn C•lif•rnl• CALL: TOLL FREE ~00-422-4133 TWO WORKING DAYS BEFORE YOU DIG RE-NOTIFY EVERY TWO WEEKS LEGEND SHEET INDEX TR = TOP OF RAIL . SHEET IL DESCRIPTION 7W = DESIGN TOP OF WALL 3 (ES/.0) OVER~LL SITE PLAN FG = FINISH GRADE (BEHIND WALL) 4 (ES1.1) SOUTH PLAN &: ELEVATION TB = TOP OF BE,',M (J" BELOW 7W OR FG, WHICHEVER IS LOWER) EG = EXISTING GRADE (AT WALL ALIGNMENT) 5 (ES2.0) 6 (ESJ.0) DETAILS &: SECTIONS SCHEDULE FS = FINISH SURFACE (IN FRONT OF WALL) BL = BOTTOM OF LAGGING BW = BOTTOM OF WALL (12" BELOW FS) SB = SOLDIER BEAM (P) = PROPOSED (E) = EXISTING SHOTCRETE FACE (PLAN VIEW) SOLDIER BEAM (PLAN VIEW) TEMPORARY TIMBER LAGGING SOLDIER BEAM COUNT Wt ... iMi DETAIL/SECTION CALLOUTS SHOTCRETE FACE ~ (ELEVATION VIEW) L.__j ' DATE INITIAL I (D DATE INITIAL - 7 (£54.0) NOTES µ;a ffl "AS BUILT" RICARDO JORDAN 12/20/11 RCE £&4~ EXP. OIQIJ/1!1 DATE REVIE\.IED BY, tZ!//~tf 1~ 5/11 /;q ' DKr'E f rt<'sP~'cT □ , . ,. I SH~ET I CITY. OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT CARLSBAD ELLERY RESERVOIR WCF GR 2017-0020 . APPROVED: 1/,,. ,'I JL,hf' JASON S. GELDERT lo/1,::. f 1"./--y•V CITY ENGINEER/ RCE 63912 EXPIRES 9/30/1B r dATE OWN BY: RM PROJECT NO. DRAWING NO. CHKD BY: -JI,. ENGINEER OF WORK REVISION DESCRIPTION OTHE~ APPROVAL CITY APPROVAL RVWD BY: CUP 16-07 503-2A 1'1 ! i I • 1 I , I ' I I I I rg tl 0 I~~ g :0 0 'l iii C k~~ 11 ~ "~ . SJ J> ;1 ~z :i e~ f~ :.;: ~-I :Om □ ~ :a ;1il 2 -1• m rn,: I f:l; . 8l I . I I ~ c:l :Il ~ z G) z C s: CD m :Il c:l i z G) z C s: CD m JJ ,!'''------------------------------------12" THICK MIN. SHOTCRETE FACE----------------------------------,,,'· ' J'-------------------------------------------99•_4"--------------------------------------.r'' . 340.00· 335.oo· 330.00· 325.oo· ~==-------------------------»••·········· NOTES: -rr <J) I a IL() L[) r<'l NN 0) O> CX) r<'llNN n n n ,;: 0,;: 1-1LL m 1. FOR DIMENSIONS "D"toe & H". SEE SOLDIER BEAM SCHEDULE ON SHEET ES3.0 -'.!- 1J (j) 2. FIELD LOCATE PROPOSED & EXISTING STRUCTURES & UTILITIES PRIOR TO ANY SHORING INSTALLATION. 1J (I) 3. SET TOP OF BEAM APPROXIMATELY 3" TO 6" INCHES BELOW FINISH GRADE BEHIND WALL. FINISH GRADE PER CIVIL PLANS. ~ EARTH SUPPORT SYSTEMS 9615 VIA E~CELENCIA-SUITE 104. SAN DIEGO, CA 92126 TEL (760) !29-2151 FAX (760) 929-2152 INSTALL GEOCOMPOSITE DRAINBOARD & - WEEPHOLES. PER DETAILS 3/ES2.1 & 1/ES2.2 1J (j) . !JOU [ TI © ,.,.,1(0 (.Q tO r---r--- cd CX) r--: t"01NN n1nn ,;: 0,;: 1-I LL m ELEVATION VIEW -LOOKING SOUTH SCALE: r• = 5• . PROf'OSED PERMANENT SHQRING . RICARDO ORDAN ,,,--" . , .. -"" PLAN VIEW -SOUTH SCALE: 1" = 5• 10/06/17 R.C.E. 68436 EXP. 9-3D-19 DATE No. 6U36 p. 9/30/1 CIVIi. .. ··" I. --\/~ 1J -[} ~-SOLDIER BEAM.TYPICAL @ ® SEE SCHEDULE FOR SIZE ------PROPERTY LINE '•---'¾;"'''-¾¾'¾, "' ,_ --. '.,,, ' ------'·--... ...... ------·" .. •,. ,,, --.. __ . ~ ,, ····· .. ' ·• ... )',,.:2 ··--..... ------ ·--,,, I /"Jta, ., '-.._, -. . ................ -···-··•-........ ···-•-.. __ ........... -/ X ·,, .. ~ 8 '••-··--............. ,,,, ......... ,, -'•••-.... "~····· .... . ----s_2_._o_ .. _-_: __ .. _:·_@_ .... 1---3-•. -...... ··. ~ · ,,, ,':•-,,,, II "'~•%, ' \, ' ' ',, "·'"'-:¼ ,,:,."':·_·-:rt~: ···:·:"" -, .. ; .. .,,~~-. \ \ ,, ' ' ,;':,, ',, f'•"'t0"WW +-""\···\:·""··'"·"· ' ' I '••,,, -... t,'il!Jt"-WP~E -#F, w.'lt%,J , , , ' '• , h/Ll~!JL----W~hil¼~-: ,,.,,-. . .,[ \, \ ''•,,( ',, ·-.......... --------.............. A ·~\~"· . '""" ·---.... ,-,. . ··~ ___ J_ : \ \ i ' ··--\,. .• \ .. , .•... ,: \ -~:• -. . C / ..... \ .. ----.. ·-····· ----\ .. •--:\ .... \· . rt \ ,/~ , +;,). \ \ .,_ ·.r r.· •••• 'v.· ,:: ____ ·· · · ---•tt;~-------.\ \ ¾~.,. ""'"'" ·"·,, ... ,___ .I "'"·"••·, / ,,,, , . "' "'¾. ., ··---,... /.,. ',,, ·-/, __ __ /I -~/< ....... . .... •--... J "·-., ........... . ......... •,;; '1 ·,,,,~ ::.:::;!,.:><:: .. <, < ....... . ··----..... ' .. --.. '" ,,, ,, ,, ,,\' ::,.,,,:( -'': '1_ ..... , _____ : ______ --..... ,, _______ .,,,_ .... , -----.. , ·--.,.. .,,,,_,,,.,,, " ' ~,~;:::~-·--.,. -------------.. , __ '","·--... , 11 AS BUILT" RICARDO JORDAN RCE iMU EXP. IXl/3Q/1' REV!Ew'ED BY, <1✓i/Jc/./j,t,1l,__. rN,iPE;CT□R / , 340.00· -- 335.oo· 330.00· 12120/11 DATE f---+----f--------------+----+---+---+-----I I SH4EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT ~='...'.:=========="====: 1l·l01I R.J. DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK 'REVISION DESCRIPTION OltlE~ APP~0VAL CITY APPROVAL CARLSBAD ELLERY RESERVOIR WCF GR 2017-0020 " APPROVED: / / q j, J JASON S: / GEL,DERT l/4..-, I,. ~, Jt>11,J/z,v17 CITY ENGINEER' RCE 63912 EXPIRES 9 /30 /1 B 1 dA TE DWN BY: ~ CHKD BY: __ _ RVWD BY: PROJECT NO. CUP 16-07 DRAWING NO. 503-2A ' ' I I \ • ! ' 020518 □ 'XJ ~ 2 Gl 2 C s: ca m 'XJ ~ EARTH SUPPORT SYSTEMS 9615 VIA EXCELENCIA -SUITE 104, SAN DIEGO, CA 92126 TEL (760) 929-2151 FAX (760) 929-2~52 PROVIDE TEMPORARY SAFETY --\ CABLE RAILING (TYPICAL AROUND ENTIRE SHORING PROJECT, IN COMPLIANCE WITH CAL-OSHA STANDARDS, BY OTHERS) TOP OF WALL-\ I "' (PER CIVIL PLAN)-,._ ___ ....,_, "H" EXISTING/FINISH GRADE OR SLOPE WHERE APPLIES \".._ PERMANENT SHOTCRETE FINISHED-\ SURFACE , (~ FACE (SEE DETAILS ·•••'» 2/ES2.0 & 4/ES2.0) :.:.: >-v -:-:-)•>; :::,:,~ .: (~ /:« '» >$ ~ ·>! "1H---SOLDIER BEAM (TYP.) NOTES: "D,, toe EPOXY COAT BEAM TO 1'-6" BELOW TOP OF CONCRETE TOE. ~-3,500 PSI (MIN.) STRUCTURAL CONCRETE TOE SHAFT "TOE" DIAMETER, "d" (SEE SCHEDULE FOR SIZE) 1. NEW STRUCTURE NOT SHOWN !'OR CLAIRITY. 2. FOR DIMENSIONS "D"toe, & "H", SEE SOLDIER BEAM SCHEDULE ON SHEET ES3.0 EB SOLDIER BEAM SECTION (CANTILEVER) 20d NAIL (AS REQUIRED) FOR LAGGING INSTALLATION (TYP., CONSULT WITH GENERAL CONTRACTOR, SOILS ENGINEER & ARCHITECT FOR WATERPROOFING REQUIREMENTS) N.T.S. 1½" (MIN.) REINFORCING STEEL BEARING #5 @ 12" VERT. EF 3"¢ (SCH. 40) PVC WEEP HOLE WITH DRAIN GRATE CENTERED BETWEEN BEAMS (SEE DETAIL 2/ES2.0) 12" (SEE ELEVATION) SHOTCRETE FACE ~ (SMOOTH TROWEL FINISH, WITH VERTICAL JOINTS AT EVERY SOLDIER PILE, WITH A STAIN TO MATCH THE ADJACENT EXISTING COLOR) REINFORCING STEEL #5 @ 12" -~ O.C., EACH WAY, EACH FACE )/ %" X 1 O" WELDED STUDS @ 15" O.C., MAX. ~ (SEE DETAIL 3/ES2.0) ~ FINISHED SURFACE\ . CONNECTION TO SUBDRAIN SYSTEM, AS REQUIRED (BY OTHERS) ' 3,500 PSI (MIN.) STRUCTURAL CONCRETE TOE 2" <I < <I <I d EB PERMANENT SHORING SECTION 12" THICK SHOTCRETE FACE (SEE ELEVATION) N.T.S. TEMPORARY TIMBER LAGGING SEE ELEVA Tl ON MIRADRAIN 6000 GEOCOMPOSITE DRAIN 24" WIDE VERTICAL STRIPS, CENTERED AT MIDSPAN OF BAYS, WITH 24" WIDE CONTINUOUS HORIZONTAL STRIP AT BOTTOM OF EXCAVATION. FABRIC SIDE OF MIRADRAIN TO FACE TIMBER LAGGING, PER GEOTECHNICAL ENGINEER & MANUFACTURER RECOMENDATIONS. 3/4" DIA. x 10" WELDED STUD @ 15" O.C. (TYP. @ EACH BEAM) REINFORCING STEEL #5 @ 12'' HORIZ. EF 4 PERMANENT SOLDIER BEAM PLAN SECTION N.T.S. 5'-0" (MAX.) SEE ELEVATION FOR ---+-' ~--~., SOLDIER BEAM SPACING ,,<'/v/,<·• (SSOELEDIESRCHBEEAUMLE' TYP. /»;,,\~./ '< ,~'>--> D AL TERNA TE LAGGING FOR\ .//;0 """1'~ , v'S:; FOR SIZE) LOG CABIN CORNER .;f , , ', ~ ~'>,_ ~ • < ~~<:-:<.<i ' ' . " ~'(<!<{, /~ ------------------------------------~ '-/ t ---~//~:-------:------------=---=--------~--- X , _,,,, u( ) 5'-0" (MAX.) SEE ELEVATION FOR ,;;[>,";c(--::1) ----r 1½ MIN. SOLDIER BEAM SPACING ,✓,»-/4 •• , , BEARING I ;:_~ '; / \ L 3"x 3"x ¼" W/½"x 3" LAG ~--~',s>;:f-,-. ~ ' . ·1 I j BOLTS @ 12" O.C. (BOTH LEGS) 7 >; , ') /- DRILLED SHAFT '.'.,.'/» '. '. · \ // l 1½" (MIN.) BACKFILLED WITH \,/,. -• BEARING CONCRETE/SLURRY '-/>:c,.-~; . ~I >:c /< TIMBER LAGGING SEE ELEVATION LOG CABIN CORNER LAGGING DETAIL TYPICAL N.T.S. 8 TIMBER LAGGING SEE ELEVATION SOLDIER BEAM (SEE SCHEDULE FOR SIZE) OUTSIDE CORNER LAGGING DETAIL TYPICAL N.T.S. 10/06/17 RICARDO ORDAN R.C.E. 68436 EXP. 9-30-19 DATE , . ~-MIRADRAIN 6000 GEOCOMPOSITE /.'' DRAIN 24" WIDE VERTICAL STRIPS, '::(<'(< CENTERED AT MIDSPAN OF BAYS, //,'1/ WITH 24" WIDE CONTINUOUS ~~< HORIZONTAL STRIP AT BOTTOM '1/~ OF EXCAVATION. FABRIC SIDE OF ::::<(~. MIRADRAIN TO FACE TIMBER LAGGING, Y/,' / PER GEOTECHNICAL ENGINEER & .. · ,' <y MANUFACTURER RECOMENDATIONS. .·.·~'(/ . y),;" • ... , ~ ~ TIMBER LAGGING --c": '1/~• (SEE ELEVATION) ...... ::::<('(( ·.·.·. Y'/,):/~ SOLDIER BEAM (TYP.) • . .. , ~ EPOXY COAT BEAM TO . ~,/ 1'-6" BELOW TOP OF ..... _ 1/~ CONCRETE TOE. ··.·-~~·· ·.·.··Y/,v .. ·.·. '::(1/'< .. },_'--. · ·-. n,~,/-3"¢ (SCH.40) PVC WEEP HOLE • • <,'--.' WITH DRAIN GRATE CENTERED BETWEEN BEAMS (TYP.) MAY BE LOCATED 6" ± ABOVE OR BELOW FINISHED GRADE, AS REQUIRED. ,____ 3" CLEAR (TYP.) (PER CIVIL PLAN) - TOP OF WALL -r-~=,1-----.·-+ PERMANENT~~,- SHOTCRETE (SEE DETAILS 2/ES3 & 4/ES2.0) • 1 O" WELDED STUDS @ 15" O.C., MAX. PER MANUFACTURER MIRADRAIN 6000 GEOCOMPOSITE DRAIN 24" WIDE VERTICAL STRIPS, CENTERED AT MIDSPAN OF BAYS, WITH 24" WIDE CONTINUOUS r HORIZONTAL STRIP AT BOTTOM OF EXCAVATION. FABRIC SIDE OF MIRADRAIN TO FACE TIMBER LAGGING, PER GEOTECHNICAL ENGINEER & MANUFACTURER RECOMENDATIONS. --f·r-~~r-~ TEMPORARY TIMBER LAGGING (SEE ELEVATION) i----EPOXY COATED SOLDIER BEAM (TYP.) NOTES: 1. GRIND EPOXY COATING FROM SOLDIER BEAMS AT STUD LOCATIONS. 2. METAL ARC WELDING (GMAW) OR SHEILDED METAL ARC WELDING (SMAW) PROCESSES ARE ACCEPTABLE PROVIDED SURFACES TO BE WELDED AND SURFACES ADJACENT TO A WELD ARE FREE FROM LOOSE OR THICK SCALE, SLAG, RUST, MOISTURE, GREASE, AND OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELDING OR PRODUCE OBJECTIONABLE FUMES. 3. SPECIAL INSPECTION FOR STUD WELDING IS REQUIRED. 4. VERIFY WELDS USING BEND TEST AS RECOMMENDED BY MANUFACTURER. 5, TOUCH UP EPOXY COATING AS NECESSARY, PER MANUFACTURE'S RECOMMENDATIONS. CD STUD WELDING DETAIL EXISTING/FINISHED GRADE OR SLOPE WHERE APPLIES N. T.S. SOLD! ER BEAM --------... (SEE SCHEDULE FOR SIZE) 20d TOE NAIL ( 4 PER BOARD AS REQUIRED) FOR LAGGING INSTALLATION (TYPICAL) -TIMBER LAGGING SEE ELEVATION ..... ¾ ~ 1½" (MIN.)__ Y;x~ BEARING , 1---------------· 1'--'..'I >-----EPOXY COATED SOLDIER BEAM (TYP. SEE SCHEDULE FOR SIZE) TIMBER LAGGING_,,. SEE ELEVATION NOTES: 1. COPE SOLDIER BEAMS AS REQUIRED CD 2. LAGGING NOT SHOWN FOR CLARITY 3. TOUCH UP EPOXY AS REQUIRED PER MANUFACTURE'S RECOMENDATIONS TOP OF WALL DETAIL N.lS. ., ···-' . ,, _.,._ --=-------= --TIMB SEE ER LAGGING ----::::::---:.--~- ~- ELEVATION \ I , j I / ..__ / u r::: ---2 (MIN.) -r-- CD INSIDE CORNER LAGGING DETAIL N.T.S. 1.-20-2011 I! .J. A~-P,UILT . DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL CD TIMBER LAGGING BRACE DETAIL N.T.S. II AS BUILT" RICARDO JORDAN 12no11s RCE !iM3!l EXP. 00{30/'.l 9 DATE REVIE\.IED BY, ~v;,,v1k 3/ll/l 'J / , 7 iATif I,NSP,ECTQR ' ' I SH~E}S I w 'C1TY OF CARLSBAD ENGINEERING DEPARTMENT CARLSBAD ELLERY RESERVOIR WCF GR 2017-0020 APPROVED: ;J J)r;;;t; JASON S./GEZDERT Jt,, Z.,) 241 t::. CITY ENGINEER EXPIRES 9 /30 /1 B I RCE 63912 DATE DWN BY: ~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY• CUP 16-07 503-2A CITY APPROVAL RVWD BY: 0205 '16 1; ' □ :0 ~ 2 Gl 2 C ~ CD m :0 □ :0 ~ 2 Gl 2 C ~ CD m :0 □ :0 ~ 2 Gl 2 C ~ CD m :0 · EARTH SUPPORT SYSTEMS 9615 VIA EXCELENCIA -SUITE 10~, SAN DIEGO, CA 92126 TEL (760) 929-2151 FAX (760) 929-2152 . I From SB .. .__ ... ,,, 1 4 5 6 7 8 To SB 3 4 7 8 . ---------- SB Qty . . ...... _._ 3 1 1 .... ,,. 1 1 SOLDIER BEAM SCHEDULE Shore Toe Total Min. Min. ·--·-· -·-·--··"·' j ••. , - Drill Toe Use Section Height Depth .. ,.,. . '-•--+---=----+------+---~-Length of Steel Diameter H Otoe H+Dtoe Beam d ft ft ft ft in W 21 X 93 W 21 X 93 10.50 22.00 32.50 32.50 30 W 24 X 104 11.00 24.00 35.00 35.00 36 .......... ., .. , ---·-· W 24 X 104 i 12.00 24.00 """""" . " -~ -. W 24 X 104 I 13.50 24.00 36.00 36.00 36 ~-.-,j------1------.\----------l-----·---1 37.50 37.50 36 ___ -~ ____ 9 __ 1---__ 1 _____ w_21_x_73__ 9.oo·--+,-~21_.o_o_-+--_30_.o_o_-+--_3_0_.o_o_,,___3_0 __ 1 0 u RICARDO ORDAN 10 11 13 14 10 1 W 21 X 73 8.50 21.00 29.50 29.50 30 ...... ······ ..................... ·········----+-----+-------+------+------·-- 12 13 14 R.C.E. 68436 2 1 1 10/06/17 EXP. 9-30-19 DATE ----------. . . ... ···---~·----... __,__ W 21 X 73 8.00 W 14 X 30 -+-----+-----1--------+---···---+---··~--, 15.00 15.00 24 11 AS BUIL T 11 RICARDO JORbAN RCE i~ EXP. Qiell/19 REVIE',/ED J!Y, I ES3.0 I 1Wot1 s DATE q /) C..1"/ al;y--~ 3 /1 I /1 9 It-JSPE¢T □R / • • D), TE I f--+--l------------+---+--+--+----llSH6EETI CITY OF C~RLSBAD ISHEETSI ENGINEERING DEPARTMENT 9 ~='-===========3•::::::::::::::========--'======: CARLSBAD ELLERY RESERVOIR WCF' GR 2017-0020 l-----t--+-------------l-----1----1----+---I APPROVED: /;_' 'LL_,_ JASON S./,GE[,DERT l----+--+-------------l----1----1----!----I . , ~ : ~ ZJ/Zo1?- µ,1.-..-•n..,.-"'-"l-'-"0""'."-'-J'·-J-llj.lt::<>r-.o.,vll!l.!,Jl:rl__ ________ _j_ _ __j_ _ __j_ _ __j_ _ __. CITY ENGINEER-" RCE 63912 EXPIRES 9/30/1B I dATE l---ccc=--+-cc=-cc-t--------'-------+--+--+---+---1 DWN BY: DATE INITIAL ,__oA_TE~I_NITl_AL--+-_DA~,:E~IN~ITl_AL__, CHKD BY: , 0 ENGINEER OF WORK REVISION DESCRIPTION OlHE~ APP~OVAL CITY APP~6VAL RVWD BY: ' PROJECT NO. CUP '16-07 '------'-----" DRAWING NO. 503-2A □ ll ~ . 2 (j) 2 C " s: Cl m ll u, J> ~ n □ 0 l :tll ll mo § ., 0 O g~c ,, ~@ ;;; Cl g~ 2 ,n-. • ~il:. (j) ;:j :!I z ,; z ~ 2 ~~~I C ,~ ta 0 V ~ ~ 1J s: ~ rn; Cl 1~1 m ll m ~ i □ ll ~ • 2 (j) 2 C s: Cl m ll 0205'18 I GENERAL NOTES AN 1. THE SHORING ENGINEER IS DEFINED AS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR (GC) IS AS DEFINED WITHIN THE CONTRACT DOCUMENTS. I . : 3. CONSTRU.CTION SHALL CONFORM TO ALL APPLICABLE SAFE;TY AND CONSTRUCTION CODES. 4. THE S~ORING CONTRACTOR IS DEFINED AS THE ENTITY W~ICH INSTALLS THE SUPPORT SYSTEM(S) SHOWN ON AND DESCRIBED WITHIN THE CONTRACT DOCUMENTS. ' ! , i I i 5. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE; SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. I : • I 6. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT & CRANES SHALL ~OT 1BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. • I . ; . , I ' ·I I .I 7. ALL SHORING DATA ON THESE SHEETS ARE THE EXCLUSIVE PRQPER1TY EARTH SUPPORT SYSTEMS INC. AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND/OR, USED WITHOUT OUR WRITTEN CONSENT. i ' . 8. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SHORING ENGINEER. I I ' 9. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MAY BE IN CONFLICT WITH OR AFFECTED BY THE SHORING SYSTEM. I I 10. ALL INSPECTION SERVICES, MATERIAL TESTING OR NOTIFICATIONS. SHALL BE THE RESPONSIBILITY OF THE GENERA~ CONTRACTOR. • ! I I ' 11. ALL PERMITS (EXCEPT OSHA PERMIT) SHALL BE PROCURED AND' PAID FOR BY THE GENERAL CONTRACTOR. 12. ALL ENCROACHMENT EASEMENTS AND PERMISSIONS SHALL I BE PROCURED AND PAID FOR BY THE GENERAL CONTRAGTOR. • I 13. ALL STR~CTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND/OR MATERIALS MAY BE USED _SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER AND THE BUILDING OFFICIAL. I ' 14. THE GENERAL CONTRACTOR SHALL PERIODICALLY MONITOR ;THE FACE OF SHOTCRETE AS THE INSTALLATION PROGRESSESS. THE SURVEY DATA SHALL BE REDUCED; INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER. I . ' 15. IF IN THE OPINION OF THE SHORING ENGINEER, MONITORING DATA INDICATES EXCESSIVE MOVEMENT, ALL SHORING WORK SHALL CEASE UNTIL THE SHORING ENGINEER INVESTIGATES THE SITUATION AND MAKES 1. 2. ; I RECOMMENDATIONS FOR REMEDIATION OR CONTINUING. IN J ADDITION, THE SURVEY DATA WILL BE USED BY THE SHORING CONTRACTOR TO MAINTAIN ALIGNMENT OF THE SHORING FACE. I ' I PROCEDURE FOR CANTILEVER SOLDIER BEAMS HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER. SOLDIER BEAMS SHALL BE PLACED IN 'DRILLED SHAFTS, AS SHOWN IN THE SECTIONS/DETAILS. . j LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2" IN AND 2" OUT OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. ! 3. INSTALL SOLDIER BEAMS TO THE ~MBEDMENT SHOWN. IF BEAMS ARE PLACED IN PRE-DRILLED SHAFTS, BACKFILL THE SHAFT AS SHOWN IN THE DETAILS HEREIN. ! I 4. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER. CONTINUE THIS EXCAVATION/LAGGING PROCEDURE UNTIL BOTTOM OF EXCAVATION IS REACHED. ' 5. INSTALL DRAINAGE BOARD AND SHOTCRETE FACE PER THE DETAILS HEREIN. AT' HO PtllttT ~MAU.. TMf l)tWATIOI( ~!fj\A\W !J.l'OS!t' ov•--~""' WrnfOUr ~Ol'ill StfO~IM", I MATERIALS 1. WELDING: ELECTRIC ARC USING ELECTRODES E70-XX PLACED BY QUALIFIED WELDERS. I I 2. ! STRUCTURAL STEEL: STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A-992 (50 KSI) OR BETTER. 3. LAGGING: IF SOIL CONDITIONS AND CHARACTERISTICS MERIT, LAGGING MAY BE OMITTED IN CERTAIN AREAS AS DIRECTED BY THE SHORING ENGINEER. LAGGING SHALL BE ONE OR A COMBINATION OF THE FOLLOWING ' ' ITEMS AND SHALL BE APPLIED AS DIRECTED BY THE SHORING ENGINEER: A. DOUGLAS FIR #2 TIMBERS PRESSURE TREATED FOR GROUND CONTACT (AS SHOWN IN ELEVATIONS). B. ~EINFORCED SHOTCRETE FACING C. STEEL PLATE I 4. STRUCTURAL CONCRETE FOR SOLDIER BEAM TOE: ' STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE MATERIALS (CONTINUED) 5. SHOTCRETE: SHOTCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI WITH A MAXIMUM WATER/CEMENT RATIO W/C = 0.45; TYPE II/V CEMENT REQUIRED (OR AS OTHERWISE DIRECTED BY THE GEOTECHNICAL ENGINEER). COARSE AGGREGATE, IF USED, SHALL NOT EXCEED 3/4 INCH. 6. LEAN CONCRETE: LEAN CONCRETE SHALL BE A MIXTURE OF SAND, CEMENT AND WATER WITH A MINIMUM OF 1 ½ SACK OF CEMENT PER CUBIC YARD. 7. EPOXY COATING: SOLDIER BEAM EPOXY COATING SHALL BE BITUMASTIC COAL-TAR EPOXY TWO COATS SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 16 MILS. ALL STEEL SURFACES SHALL BE BLAST WITH SSPC-SP10 (NEAR WHITE) BEFORE COATING IS APPLIED. 8. GEOCOMPOSITE DRAIN: GEOCOMPOSITE DRAINAGE BOARD SHALL BE MIRADRAIN 6000 BY MIRADRAIN (OR EQUAL). 9. REINFORCEMENT STEEL: REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO REQUIREMENTS OF ASTM A615. 10. NELSON STUDS: STUDS & WELDING PROCEDURE SHALL CONFORM TO THE MANUFACTURER REQUIREMENTS. TEMPORARY MONITORING OF EXISTING UTILITIES & IMPROVEMENTS 1. THE GENERAL CONTRACTOR SHALL PERFORM A PRECONSTRUCTION/BASELINE SURVEY INCLUDING PHOTOGRAPHS AND VIDEO OF THE SITE & NEIGHBORING CONDITIONS IN THE VICINITY OF THE WALL. 2. THE GENERAL CONTRACTOR SHALL RETAIN A LICENSED ENGINEER OR SURVEYOR TO MONITOR THE FACE OF THE PROPOSED SOLDIER PILES AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS. 3. MONITORING POINTS SHALL BE PLACED ON THE FACE OF SOLDIER PILES AT APPROX. 32' FEET ON CENTER, AT THE TOP OF THE SOLDIER BEAM AND ALSO AT A DISTANCE OF "0.5 X H" BEHIND THE WALL. LONG TERM MONITORING IT IS ADVISABLE TO PROVIDE LONG TERM MONITORING ANNUALLY UPON THE COMPLETION OF PERMANENT WALL. THE FOLLOWING MEASURES ARE RECOMMENDED AS PART OF A LONG TERM MONITORING PROGRAM. 1. SURVEY MONUMENTS @ THE WALL FACING FOR HORIZONTAL & VERTICAL MOVEMENTS IN INCREMENTS OF 60' 2. VISUAL INSPECTION OF WALL FACING FOR CRACKS OR DETERIORATION (FULL WALL AREA). 3. VISUAL INSPECTION & MAINTINANCE OF DRAINAGE TO ENSURE ADEQUATE DRAINAGE (FULL WALL LENGTH) 4. LONG TERM MONITORING SHALL BE PERFORMED UNDER THE DIRECTION OF A CALIFORNIA LICENSED CIVIL ENGINEER OR LICENSED SURVEYOR EXPERIENCED W/SOLDIER BEAM DESIGN & CONSTRUCTION, RETAINED BY THE OWNER. DESIGN CRITERIA 1. SOIL DESIGN DATA IS BASED ON THE RECOMMENDATIONS PROVIDED IN THE FOLLOWING GEOTACHNICAL REPORTS: A. GEOTECHNICAL EVALUATION, ELLERY RESERVOIR SHERIFF'S TOWER, CARLSBAD, CALIFORNIA, DATED MARCH 21, 2017 B. ADDENDUM TO GEOTECHNICAL EVALUATION, ELLERY RESERVOIR SHERIFF'S TOWER, CARLSBAD, CALIFORNIA, DATED MAY 3, 2017 C. SECOND ADDENDUM TO GEOTECHNICAL EVALUATION, SOLDIER PILE AND LAGGING WALL ELLERY RESERVOIR SHERIFF'S TOWER, CARLSBAD, CALIFORNIA, DATED AUGUST 21, 2017 PREPARED BY: NINYO & MOORE PROJECT NO. 107596005 STRENGTH. OF 3500 PSI AT 28 DAYS (TYPE I1/V CEMENT, UNLESS SPECIFICALLY DIRECTED OTHERWISE BY THE GEOTECHNICAL ENGINEER OF RECORD, WITH MAXIMUM WATER CEMENT RATIO W/C=0.45). I ! ~ V 10/06/17 RICARDO )'ORD AN R.C.E. 68436 EXP. 9-30-19 DATE CBC SPECIAL INSPECTION NOTES 1. THE OWNER OR THE REGISTERED PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INPECTIONS DURING CONSTRUCTION. 2. THE SPECIAL INSPECTOR SHALL VERIFY ALL OFFSITE FABRICATION IN ACCORDANCE WITH CBC. 3. SPECIAL INSPECTIONS REQUIRED BY CBC SECTION 1704 ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 4. CONCRETE TESTING SHALL CONFORM TO THE REQUIREMENTS OF 2016 CBC AND CONDUCTED TO THE STANDARDS OF ASTM C31 & ASTM C39. 5. SHOTCRETE CONSTRUCTION & TESTING SHALL CONFORM TO THE REQUIREMENTS OF 2016 CBC. 6. SHOTCRETE SAMPLING, TESTING & ACCEPTANCE CRITERIA SHALL BE CONDUCTED TO THE SPECIFICATIONS OF CBC SECTION 1913.10. 7. WELDING INSPECTION AND WELDING INSPECTOR QUALIFICATION FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWS D1.1. 8. MATERIAL CERTIFICATION: SUBMIT LABORATORY REPORTS CERTIFYING MATERIALS ARE OF IDENTIFIABLE TESTED STOCK TO THE OWNER, TESTING LABORATORY, DESIGN ENGINEER, AND UPON REQUEST, TO THE GOVERNING CODE AUTHORITY. 9. IF LABORATORY TEST REPORTS CANNOT BE MADE AVAILABLE, TESTING LABORATORY WILL PERFORM TESTS AS DIRECTED BY DESIGN ENGINEER. 10. CONTRACTOR IS RESPONSIBLE FOR LABORATORY COSTS RELATED TO TESTS AND INSPECTIONS OF UNIDENTIFIABLE MATERIALS OR MATERIALS FURNISHED WITHOUT LABORATORY TEST REPORTS, MATERIALS FOUND DEFICIENT AFTER INITIAL TESTS AND INSPECTIONS, OR MATERIALS REPLACING DEFICIENT MATERIALS. ITEMS REQUIRING SPECIAL INSPECTION • DEPTH, DIAMETER AND ALIGNMENT OF DRILLED SHAFTS • 3,500 PSI CONCRETE IN DRILLED SHAFTS • 4,000 PSI SHOTCRETE • FIELD WELDING • BACKFILL, AS APPLICABLE, PER GEOTECHNICAL RECOMENDATIONS , 11 AS BUIL T11 RICARDO JOBPAN 121UJ/1S RCE i\iii EXP, 04(,;!0h!I REVIE\vED BY, ,--,; ,J (' fl ~ J .. .-.. I . DATE 3/11 /1 'i ; DIXTE l i---i-----+-------------+----+----+----+--------i I SH7EET I iCITY OF CA_ RLSBAD I SHEETS I ENGINEERING DEPARTMENT 9 ~='...'.:::=====::'.::::':===::::'....'.::::===: CARLSBAD ELLERY RESERVOIR WCF GR 2017-0020 ,, APPROVED: / / . ' ' • JASON S. LGEL.pERT //, ,., •· /On.,~/WI~ ~t~-~~-'l.O=. ='1-------'R=J~.-1--'-A=S~-s=v=,~"-'--1------------+---+--!----+----l c-1rr-E-NG-IN-EE~RP,.R=C~EL6-39_1_2_E_X_PIR_E_S_9~/3~0-l/~16-1 D~IT ~D=WN=B=Y=, ::::_fil:::;;:;:;M=:;-;=:===P=R==o==JE=c=T =N==O::t. '.:::::::::::;-;=D=RA=W==I N==G===N 0:::::. 1-DA_TE_~IN_ITI_A_L +-D_ATE_~I_NI_TIA_L--l CHKD BY: (]I.. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHE~ AP~~OVAL CITY APPROVAL RVWD BY: CUP 16-07 5Q3-2A : I I l i I ) I ; 'I r I I <n p ~ 8 l ]l =B mo il go :l ~c ?, ~~ n~ ,., ... 'it~ ;J ---I z "2~ ·< r £ ~-_,~I ti gJ ii ~ m 2i OJ• "' U1 s: I~! en ~ en ,, ~ n 0 I JJ jj mO ..,! □o §, :a C ::j 0 ~? !J.l~ n; ~ en • n, --. • ~l ► ;l::, z ~ 2~ QC ~ i:r fil i~ r. E fTl nl Ul S: 1~~ rn ~ 020518 Cl :c i 2 GJ z C s: OJ m lJ Cl :c § 2 GJ 2 C ~ OJ m :c Cl :c i 2 GJ 2 C s: OJ m lJ TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) TORM WATER POLLUTION PREVENTION NOTES CITY OF OCEANSIDE 7. THE FO/.LO'MNG GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: _____ fROI,/; __ _ T(TEL.Na) ______ _ 2. DEVICES SHOIIN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED 'MTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE All EROSION CONTROL DEVICES TO 'rtORKING ORDER TO THE SA TISFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PROOUC/NG RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROi. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOl,/PL£TED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBL£ AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBUC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 6. GlfADING AREAS AROUND THE PROECT PERIMETER MUST DRAIN AWAY FROI,/ THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. Z All REMOVABL£ PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT ( 40:C}. Sil T AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. All GRA ITT BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. . All EXPOSED DISTIJRBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY NSTALLED. THIS INCLUDES All BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION 81,/Ps MUST BE INSTALLED AND MAINTAINED AND 'Mll BE UPGRADED, IF NECESSARY, TO PROVIDE sumCtENT PROTECTION FROI,/ RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OfFS/TE SEDIMENT TRACKING MUST BE INSTALL£D AND AINTAINED. 13. A MINIMUM OF 125:C OF THE MATER/Al NEEDED TOO INSTALL STANDBY BMPs TO ROTECT THE EXPOSED AREAS FROI,/ EROSION AND PREVENT SEDIMENT DISCHARGES, UST BE STORED ONS/TE. AREAS ALREADY PROTECTED FROI,/ EROSION USING PHYSICAL STABIUZA TION OR ESTABUSHED VEGETATION STABIUZA TION BMPs ARE NOT CONSIDERED TO !JE 'EXPOSED• FOR PURPOSES OF THIS REQUIREMENT. 14. THE OIINER/DEVELOPER/CONTRACTOR MUST FOi.LOW •'M:ATHER TRIGGERED• ACTION PLAN AND BE ABL£ TO DEPLOY STANDBY 81,/Ps TO PROTECT THE EXPOSED PORTIONS OF THE SITE 'MTHIN 4lJ HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DfflNED AS A 4-DX CHANCE OF RAIN 'MTHIN A 5-DA Y NATIONAL 'M:A THER SERVICE FORECAST). ON REQUEST, THE OIINER/DEITTOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABIUTY. 15. DEPLO'tlJENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COl,/MENCE S SOON AS SLOPES ARE COl,/Pl£TED. THE OIINER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABIUTY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT ~ VE BEEN COl,/Pl£TED. 16. THE AREA THAT CAN BE Cl£ARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS '/,//TED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT RIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL 81,/Ps IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACT/ITT Y BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 1Z All DISTIJRBED AREAS THAT ARE NOT COl,/PLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROI,/ EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABIUTY TO INSTALL 81,/P MATERIALS IN A PROl,/PT MANNER IS lif)I sumCtENT. 81,/Ps NEED TO BE 'NSTALLED IN THESE AREAS. 1tJ. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40:C CHANCE OR GREATER OF A RAIN THIN A THREE (3) DAY FORECAST, THE INSPECTOR 'Mll VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLO'tlJENT WHEN THERE IS 50:C CHANCE OF RAIN 'MTHIN A 4lJ HOUR FORECAST. FAILURE TO COl,/Pl Y 'MTH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP lltYj'K NOTICE OR OTHER ENFORCEMENT ACTION. 19. All TREA TltlENT AND EROSION CONTROL BMPs MUST BE INSPECTED 'M:EKL Y AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50-1; AND AFTER A RAIN EVENT. 'N ADDITION, TREA TltlENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 0. IF SELECTED BMP FAILS OUR/NG A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED 'MTH AN ACCEPTABLE Al TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A 81,/P IND/CA TES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 1. All CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER PO/.LUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEITTOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COl,/PLETEL Y PROTECT THE EXPOSED PORTIONS OF THE SITE 'MTHIN 4lJ HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40:C CHANCE OF RAIN BY THE NATIONAL HCA THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, 'MND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS PO/.LUT/ON CONTROL THE NATIONAL HCA THER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED ( 40:C CHANCE OF RAIN}, THEN THE NECESSARY WATER PO/.LUT/ON CONTROL PRACTICES SHALL BE DEPLOYED 'MTHIN 4lJ HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLO'tlJENT OF THE BMPS SHALL INCLUDE BUT NOT BE UM/TED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125:C OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROI,/ EROSION USING PHYSICAL STABIUZA TION OR ESTABUSHED VEGETA T/ON STABIUZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE .EXPOSED. FOR THE PURPOSES OF 'HCA THER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLO'tlJENT OF ''M:A THER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING. PLANTING AND !RR/GA TION 1. All PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/FICA TIONS AND THE FOI.LO'MNG: A HYDROSEEDING SHALL BE APPLIED TO: 1 All SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \IERTICAL} OR STEEPER WHEN THEY AR£· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC WALL OR STREET. b. All SLOPES 4 FEET OR MORE IN HEICHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOI..LO'MNG CONDITIONS EXIST: a. NOT SCHEDULED FOR /1,/PRO\IEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING} 'MTHIN 60 DA YS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBUC. CITY OF VISTA c. HA \IE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. PACIFIC OCEAN B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE 'MTH THE FOI..LO'MNG CRITERIA: 1 All SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FRO/J QUICK COUPLERS/HOSE BIBS OR A CON\IENT/ONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100:C COVERAGE b. GREATER THAN tJ FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION, SPRINKLER HEADS PROVIDING 100:C CO\IERAG£ 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, m'E, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOIST/JR£ LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF All OF THE FOLLO'MNG: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOi. CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA •· Jibs PER ACRE OF Al YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, •• ANO f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENT/Al STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULA TEO 'MTH A NITROGEN FIXING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE H YDROSEEDING. i. All SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS 'lrlTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGR/CULTIJRE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTD-TOX/C WEmNG AGENTS MAY BE ADDEO TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 m'E 1 MULCH APPUED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACR£ m>E 6 MULCH (STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50:C IF THE STRAW INTO THE SOIL. 3 FERTIUZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 'MTH 15:C SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACR£ D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHEN/NC THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARRO'MNC AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTL Y FRIABLE 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLO'MNC CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTIJRE TO PROVIDE A DAMP BIT NOT SA TIJRA TED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PRO.ECT IS PERMANENTLY LANDSCAPED DR, FDR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND All BONDS RELEASED. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Con/rof Sediment Controt BMPs Tr.1cking Non-Storm Water W.iste M•m•gement .1nd M.1teri•ls BMPs Control BMPs M.1nilgement BMPs Pollution Control BMPs cc -cc cc ~ -" .2 .2 ii " cc --0, 0 " " cc "' cc <..> <..> cc .s -§' E § ~ § .2 -0 2 _s .<;! .',!. 0 ~ -" " -:::, " "' 0, J " -~ .s ~ ::, t, 0, -" ~ 0 ~ "' "' "' ~ .z-0 .9 "' o-0, cc " g. .s cc G -~ ~-~ Oo cc "' cc "' Best Management Practice' " 0, ~ .s CQ Q 8~ 8 t " :§] ~ ~ c~ cc 0, "' ,. "' e= " .s ~ " -., " cc " cc "'ii -2~ .s ~ 1 ~ " 0, "' " "' ~ "' cc (BMP) Description ~ "V) {g 0, e cc 8~ cc "' ::::, ~ ~ " "' " ~ ~ " ~ t) " ~ 0 ~-S ~~ " cc C: 0 1~ ::, E " E ~ 0, " "" <..> ii "' 0 CQ g, Q~ "6' 0.2 0, " " " ~ "' 0, cc <>: _E .!! 0 " ~ "" .__ .g " ~" "' ll =e .~ <!'. E] ~~ ~i .... :ls o,~ -~ -~ ·-0, ~ o._e 0, ... 0, ~ 0, tl .£:; e ~ ti ~ " ::, '§ 0 -g i5 e " " .Q ~ ·§§ ~ " " " " <..> 0 "' -~ t " ::, -g 0 " <..> " <..> ~] t) -~ i' 0 0 g. -" 0 ... <..> cc ~ct " 0, ~o --CC " -o -0 ~§ N CC cc C: ct tb " ~ G3c3 U5 Ji 6 ~ G fr)~ vl en ..s -o ~ ct ~g ii' ~o o-0 ~ cJl :::, 0 0 0 " "' u; V)"' :::, V) :::, V) :c: :::, c..,:::, CASQA Dosignation ~ "' ... " "' 0) -,,., ... "' <o " CQ c:, "' -,,., " CQ -"' ..., ... "' <o "' ----~ ~ I I ~ ~ I J, I I I I I I I I J, ~ ~ ~ I I I I I I I Construction Activity &l &l bl V) bl bl bl bl bl bl f!: f!: :z: i i i i i i i )< Gradina/Soil Disturbance >< X X X >< >< >< X Tronchina/Excavatlon )< StockDillna X X X Dri/linn /Barino X Concrote/,1,.sphalt Sawcuttina /<..._ X >< >< X Concrete Flatwork /"---.. >< X Pavina >< >< >< Conduit/PID• Installation X Stucco/Mortar Work X Wasto Disposal X Staaina/Lav Down k,a >< X Eauiomont Maintonanc• and Fuollna X Hazardous Substance Use/Storaa• >< X >< Dewaterina Site Accoss Across Dirt Othor (I/st): Instructions: 1. Check th• box to the left of all applicable construction activity (first column) expectod to occur during construction. 2. Located alon_9 tho top of tho BMP Table is a list of BMP's with It's corresponding California Stormwotor Quality ,1,.ssociation (CASQA) designation number. Chooso on• or more BMPs you intond to uso during construction from th• list. Chock the box whero the choson activity row intorsects with the BMP column. 3. Refer to the CASQ,I,. construction handbook for information and dotalls of the choson BMPs and how to apply them to th• project. DESCR/PllON SE-1, Sil T FENCE SE-5, FIBER ROLL SE-6, GRA \!El BAG LEGEND SYMBOL OWNER'S CERTIFICATION· I UNDERSTAND AND ACKNO'M.EDGE THAT I MUST.· (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) OUR/NG CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE 1,/08/UZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT All TIMES, CDMPL Y 'MTH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP THROUGHOUT THE DURA T/ON OF Tl-IE CONSTRUCT/ON ACTIVITIES UNTIL THE CONSTRUCTION IIORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. THOMAS HOERSTMAN 2. All SLOPES SHALL HA\IE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDRDSEEDED 'lrlTHIN TEN {10} DAYS OF THE TIME WHEN~ SLOPE IS BROUGHT TC-1, STABILIZED CONSTRUCTION ENTRANCE ~ ~~(PRINT) OWNER(S)/ OWNER'S AGENT NAME (SIGNA TIJRE) to(1otc, DATE TO GRADE AS SHOIIN ON THE APPROvED GRADING PLANS. CONCRETE BROW DITCH 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TD PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90:C COVERAGE) PRIOR TD OCTOBER 1, THE SLOPES SHALL FLOW PA TH ARROWS DATE BE STABILIZED BY AN APPROPR/A TE EROSION CONTROL MA mNC MATER/Al APPROVED BY THE PUBUC WORKS INSPECTOR. SE-10, STORM DRAIN INLET PROTECTION 0 -I. LANDSCAPING SHALL BE ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FDR THIS PROJECT EC-4, HYDROSEEDING OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. CITY OF ENCINITAS VICINITY MAP APN: 161-5w-52-oo SITE ADDRESS: 2237 JANIS WAY, CARLSBAD, CA 9200tJ AREA OF DISTURBANCE AREA OF DISTURBANCE 1 535 S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFI~ SOIL/GRAVEL PILE~ UTILITY TRENCHES. BACKFILL CUTS ANO SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX}: □ HIGH 181 MEDIUM OWNER/APPLICANT: NAM£· RICHARD S. 'MLUAMSDN ADDRESS: 5590 El CAMINO REAL, CARLSBAD, CA 9200tJ TELEPHONE NO.: 760-43tJ-7133 EMERGENCY CONTACT: NAM£· ERIC SANDERS AODRESS: TEL£PHONE NO.: 760-4JtJ-2722 1~S BUIL T 11 ~ ~ 1111!1/'l.Ol W RCE 2.1131 EXP, :i,.31.a DATE ' ' . SE-7, STREET SWEEPING AND VACUUM/NC 5. THE OIINER/APPUCANT SHALL ENSURE THAT All CONTRACTORS SHALL CONDUCTED ON JANIS WAY AS-NEEDED REVISED 9-21-2017 REVISED 7-6-2017 REVISED 6-14-2017 REVISED 5-9-2017 [sHEETl 1CITY. OF CARLSBAD I SHEETS I 1----t------+-------------------+-----+---+----+--__, l_____c3__J ENGINEERING DEPARTMENT 9 f----f----+------------------t----+---+----+-----l COORD/NA TE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TIDN PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PRO.ECT IIORK. , I i STUART ENGINEERING 7525 METROPOLITAN DRIVE STE. JO~ SAN D~-n (619) 296-101D ~( 4!! ~ 10-10-2017 STUART PEACE R.C.£ 27232 DATE /f£&1S/l'Uf/0N EX,.//f[S: J-31-1' D£SJGNEf'f: N.H. Of'fA»ff: RSTG CHECKED: S.P. JO. NO.: 1445-16-02 Cl'l'Y S'J'Ol,M WATER l'OLLl/l'ION Pl<EVCN'J'ION PLAN: CARLSBAD ELLERY RESERVOIR WCF GR 2017-0020 1·:l9·1D1 S.ii. AS·l\UI~ 1 APPROVED: // '}-~~ JASON S. yEL[JERT f/4,_,, fi>111., Jo/Z.3/UJ~ CITY ENGINEER/ RCE 63912 EXPIRES 9 /30/1 B I DATE /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ,JR PROJECT NO. DRAWING NO. CHKD BY: (ft 503~2 A RVWD BY: CUP 16-07 Cl D ~ 2 Gl 2 C s: CD m D Cl I 2 Gl 2 C s: CD m D 020518 Ca :EJR ~ G"§ u,2 ~ O<il 1.0 wz ,c NS CD )>~ I EC-2 I ~~ BONDED ABER MA TRIX ON RN/SHED/INACTIVE SLOPES (NOTE: INACTIVE AREAS ARE DEANED TO NOT BE SCHEDULED FOR DISTURBANCE FOR 14 DA Y.S) 11.Jf..• ,j, ,j, ,j, ,j, VERTICAL SPACING VARIES: IF SLOPE=4: 1 OR LESS-MAX 20 FT. IF SLOPE BETltcEN 4: 1 AND 2: 1-MAX OF 15 FT. IF SLOPE=2: 1 OR CREA TER-MAX OF 10 FT. NOTE: ,ABE/? RO/.f.S • • • INSTALL ABER ROLL ALONG A LEVEL CONTOU . ,j, ,J., ,J,, ,J, • INSTALL A ABER ROLL NEAR , SLOPE ~ERE IT TRANSITIONS ;,'"; ~-':':-::---, ·,·. •,'.,,,';;•.·, , ·,-: NA;:7· ' . Fil TER FABRIC COARSE AGGERGATE 1/i"TO 3• WIDTH ~ j6"MIN. COURSE THICKN//i'TO J"COARSE AGGREGATE ~.-.'_'.{l~r-{f.@&){llf1_ )Y.*1ijY.@@1_ ~_-_J1_ff~"'{~l_,_~_ ~-~ill. -ALTER FABRIC "'i..''fi-») :w,S·'/"'-'t'-'/,-,\/ ~_/"\~~~~'7'<J;Yf.,.:. ~/ ., INTO A STEEPER SLOPE STABILIZED CONSTRUCT/ON ENTRANCE/EXIT 5' 2.5' 0 a I TYPICAL FIBER ROLL INSTALLATION NO SCALE 5' 15' SCALE IN FEET TABLE A rfLOCITY CHECK DAM SPACINQ/FREOUENCY TAB/£ STREET GRADE INTERVAL _x__ LESS THAN 2% JOO' 50' 2% TO 5% 110' 35' 5X TO ~X 67' 20' l!X TO /OX 50' 15' NO SCALE REVISED 6-14-2017 REVISED 5-9-2017 ~r:JrcSs/ ,, i,'i No, 27232 ~ Exp. 3-31-19 4• MIN, \t:----2• X 2• WOOD STAKES MAX 4' SPACING J'RADIUS •· --"''· , " B ~- 1 1/. J ROIIS OF GRAVEL BAGS~(~ ,. "?,(('({(~¼(_'<;( TYPICAL SECTION FOR FIBER ROLL STORM DRAIN I NLET PROTECTION SECTION 8-8 NO SCALE NO SCALE t I : STUART ENGINEERING DESIGNE/f: N.H, 7525 METROPOLITAN DRIVE ST£ JO~ DlfAl'tN: SAN DIEGO, CA 9-n (619) 296-1010 RSTG ~ ~'-~ CHECKED: -10 10 2017 S.P. "•l'l-'.ll)1; 0::, F.. 4C,_J1V~ T /J\ DATE INITIAL STUART PEACE R.C.£ 27232 DATE JOI NO.: lf£GIST!fA/fON EXf'l/fES.' J-J1-19 1445-16-02 REVISION DESCRIPTION ENGINEER OF WORK II PS BUIL T 11 'l~~(!:7",~l;-'1.,,,, ~ ~(.,(/(_ -?'f'';)• ,.,)}J/;'.,,., ··1 , ·r) .::/ti r-_J\:;~-( ;::~,.,,_ 1tk' '<;,1~ 11/1.<J/1.0li i w ( , . , ,, I,:· . ; ' ; '.-• ,~,.;,.~• ~·.; RCE 17132 EXP, i--31.·la DATE ' ~.",_)~. -~ ;~'" ~ C , i1 . / I✓ ·,~ ,'. / ,, ,.v,; .• ,, "'l<" -\-REVIE\-/ED BY, 'c-,:➔/ ,--.: .• 1;.,..y ·,,;;,J t'1 i· jj tl,..1t"·, , 'I ,vl r •. ul,l .... 3~, /1q •,:1;•,:. .... ~~:,..~~. Ii'\SPEiT □ R / ~ , DATE J , I I I SH~ET I CITY "OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT 'l'IER 2 SI.Yr) P P/LEOS!O N CO N'ITW L PLAN: CARLSBAD ELLERY RESERVOIR WCF GR 2017-0020 ,, APPROVED: II ¼v JASON S /;E~ERT , 11 :C, WM CITY ENGINEER/ RCE 63912 EXPIRES 9 /30/18 ' DATE DWN BY: dR PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: \ IL • CUP 16-07 503-2A OTHER APPROVAL CITY APPROVAL RVWD BY: 020518 I 2 (j) 2 C s: Cl] m JJ □ JJ ~ 2 (j) 2 C s: Cl] m JJ □ :0 ~ 2 (j) 2 C s: Cl] m :0