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HomeMy WebLinkAboutDWG 440-8A; PD 06-03; SPADERO RESIDENCE-7312 EL FUERTE ST; 01-03GRADING NOTES (IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\10U5LY APPROVE/) BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORnON OF THE CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDl710NAL APPROVAi.. CITY STANDARDS OR OTHER ADDlllONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO.£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE\1Sf THESf PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOfS NOT RELIEVE THE DEVEI..OPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECllON OF ERRORS AND OMISSIONS DISCO\IERED DURING CONSTRUCnON. ALL PLAN RE\1SIONS SHALL BE PROMPn.Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERnF/CA TE OF INSURANCE MUST BE RLED NAMING THE CITY OF CARLSBAD AS AN ADDlllONAL INSURED ON THE PERMJTTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRl71NG THE POLICY MUST HAVE A RAnNG OF "A" AND A Stlf CATEGORY OF CLASS V AS ESTABLISHED BY 'BESTS" KEY RA llNG GUIDE. 5. UNLESS EXEMPTED BY SECllON 301.(b)5 OF THE UNIFORM BUILDING CODE. RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING OEPAR™ENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. . 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNnL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BITN ISSUED. 8. NO RE\1SIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENG/NITR, NOTED WITHIN THE RE\1SION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TIM SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME: THE: PROPERTY OF THE: CITY UPON BEING SIGNED BY THE: CITY ENGINEER. 10. THE ORIGINAL DRAltlNG SHALL Bf RE\1SED TO REFLECT AS-BUILT CONDlnONS BY THE: ENGINEER-OF-WORK PRIOR TO F'INAL ACCEPTANCE OF THE: WORK BY THE: CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO 1HE PROJECT SITE AT ALL nMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SH[ET, (8) LABORATORY WORK SHEETS AND (C) COMPACnON CURVES, SHALL BE SUBMITTED BY A PROFfSSIONAL ENGINEER OF THE STA TE or CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD Of APPLIED SOILS MECHANICS. THE: SOILS REPORT WILL BE SUBMITTED TO THE: CITY ENGINEE:RING INSPECTOR WITHIN TWO WORKING DAYS OF THE: COMPLEnON or F'IELD TESTS. IJ. A SOILS COMPAcnoN REPORT AND COMPLIANCE vERIFICAnON REGARDING ADHERENCE TO RECOMMENDA llONS OU1UNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE: ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFfSSIONAL ENGINEER OF 1HE: STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE F'IELD OF APPLIED SOILS MECHANICS. ALL F'ILL OR FUTURE F'ILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF'ICATIONS AND THE • EARTHWORK SPECIF/CA noNS • ATTACHED TO THE: PRELIMINARY SOILS INVESnGA TION. DAILY F'IELD COMPACnON REPORTS lt1LL BE SUBMITTED TO THE: PRO..£CT INSPECTOR. 14. A PRECONSTRUCVON MEETING SHAil BE HflD AT THE SHE PRIOR TD THE RFGINN/NG Of l'tPRK AND SHAI l BE A UENDfD BY All REPRESENTA VVES RESPONSIBLE FOR CONSTRucnoN, INSPECTION, SUPER\1SION, TESnNG AND ALL OTHER ASPECTS Of lliE WORK, THE CONTRACTOR SHALL REQUEST A PRECON- STRUCllON BY CALLING THE INSPECllON LINE: AT (760) 438-3891 AT LE:AST F'I\IE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCllON. THE CONTRACTOR WILL THEN BE CONTRACTED BY THE: PROJECT INSPECTOR TO COORDINATE A DA TE AND nME FOR THE PRECONsmucnoN MITT/NG. APPROVED ORA WINGS MUST BE AVAILABLE PR/OT TO SCHEDULING. THE: GRADING P£RM/T WILL Bf PR0\1DED BY THE PROJECT INSPECTOR AT THE: MEEnNG. 15. All INS{'[CTION REQUfSTS OTHER D:fAN FOR PRfCONSIBIICVON MffllNG Wt Bf MADE BY CAIi iNG IHE ENG/NfFR/NG 24 HQI/R INsPfGDQN RfOl/fST I /Nf AT (ZB°fi/38-3891, INSPECVON REQU£STS MUST IJf RECEIVED PRIOR TO 2: QQ P.M, ON f DAY BEFORE THE INSP£CTION IS NEEDED. INSPECTIONS WILL BE MAOE THE N£XT WORK DAY UNLESS YOU REQUEST OTH£RWIS£. REQUESTS MADE: AFTER 2: 00 P.M. WILL Bf SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. 1HE OWNER AND/OR APPLICANT THROUGH THE DEVEI..OP[R AND/OR CONTRACTOR SHALL D£SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\t1CES, INCLUDING SHORING, AND SHALL BE SOLEl Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi.. STA TE AND FED[RAL SAFETY AND HEAL TH STANDARDS, LA ws AND REGULA noNS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOltlNG 1Hf DESIGN or SHORING, BRACING SLOPING OR 01HER PR0\1SIONS TO BE MADE OF WORKER PROTECllON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA noN 1H£REIN. 1HIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5) OR MORE IN DEPTH ANO APPROV[f) BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA noN. IF mt PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCnON SAFETY ORDERS. nn.E: 8 CALIFORNIA ADMINISTRAU'rf CODE, THE PLAN SHALL Br PREPARED BY A RfGIS][Rl'D ENGINFfR AT 1HE CONTRACTORS £XP£NSE, A COPY OF THE: OSHA EXCAVAnON PERMIT MUST BE SUBMITTED TO THE: INSPECTOR PRIOR TO EXCAVAnON. 18. NO BLASnNG SHALL BE PERFORMED UNnL A VALID BLASnNG PERMIT HAS BEEN OBTAINED FROM THE: CITY or CARLSBAD. SUBMIT APPLICA noN FOR BLASTING PERMIT ~ IN ADVANCE OF THE SCHEDULING OF BLASTTNG OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCO\IER£0 WITHIN ANY WORK AREA DURING CONSTRUCnON. OPERA noNS WILL C[ASf IMMEDIATELY. ANO THE PERMITTEE WILL NOllFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNnL THE: PERMITTIT HAS REC£/V[f) WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERAnONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAi., DEPARTURE OR OPERAnON or TRUCKS. EARTHM0\1NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL Bf LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH OA Y. MONDAY THRU FRIDAY ANO NO EARTHM0\1NG OR GRADING OPERA noNS SHALL BE CONDUCTED ON v.f[KENDS OR HOLIDA Y5. (A LIST OF CITY HOUDA YS IS AVAILABLE AT THE ENGINEERING DEPAR™ENT COUNTER.) 21. ALL OFF SITE: HAUL ROUIES SHALL BE SUBMITTED BY THE CONTRACTOR TO 1HE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA 1ERIAL SHALL Bf OBTAINED FROM, AND WASTE MATERIAL SHALL Bf DEPOSITED AT, A SITE APPROl-£D BY THE CITY ENGINEER. lliE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUi, ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOV[f) ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO Bf REMOVED UNLESS SPECIFICALLY NOTED ON 1HE PLAN. 24. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING RESULTING IN Tf/E PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. 1HESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTR04 PLANS. EROSION CONmOI. SHALL BE AS SHOWN ANO AS APPROV[f) BY THE CITY ENGINEER OR AS DIRECTED BY THE: PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A RN/SH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS srcnoN. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY COND!nON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPRO\IED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE: IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDEO WITHIN TEN (10) DAYS OF THE: TIME: WHEN~ SLOPE IS BROUGHT TO GRADE: AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE: CITY OF CARLSBAD LANDSCAPE MANUAi.. 1HE: LANDSCAPING PLANS FOR THIS PRO.£CT, DRAltlNG NO. tJlA AND/OR AS DIRECTED BY THE: CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA noN PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL nME REQUIREMENTS. C: \DWGl2\Cl.S8-QP.CWQ 12/12/'4 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PR0\1DED DEPTH IS LESS THAN 15 FEET ANO 8ACKF7LLED WITH J/4" ROCK PER SDRSD S-4 TYPE: •c• ANO PIPE: MEETS ASTIJ STANDARD J034 FOR SDR 35 SOI.ID WALL PIPE:. 31. WHERE AN EX/SllNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERA noN, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER ARfAS Tf/f PIPE WILL Bf PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE: Cl TY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCA noN or ALL EXISnNG FACILJnES (ABOVE GROUND AND UNDER GROUND) Wl1HIN THE PROJECT SITE SUFF'ICIENn. Y AHEAD OF GRADING TO PERMIT THE RE\1SION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONfUCT WITH 1HE PROPOSED WORK. JJ. THE: CONTRACTOR SHALL NOTIFY AFFECTED unL1TY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARllNG GRADING NEAR 1HEIR FACIL/llES AND SHALL COORDINATE THE: WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SER\1CE ALERT SDG&E t-800-422-41JJ (760) 438-6200 (760) 489-3441 (760) 438-5241 PACIFIC BELL DANIELS CABLE:\1SION CITY OF CARLSBAD(STREETS &-STORM DRAIN) CARLSBAD MUNICIPAL WATER DISTRICT (760) 438-2980 {760) 438-2722 (760) 753-1145 (760) 75J-0155 SAN DIEGU/TO WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT VALLECITOS WATER DISTRICT OLJl-£NHAIN WATER DISTRICT BUENA SAN/TA nON DISTRICT (760) 744-0460 (760) 75J-6466 (760) 565-5657 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A C/\1L ENGINEER, SOILS ENGINITR, AND/OR GEOLOGIST TO GIVE TECHNICAL AD\1CE:, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.l6.120A.B} CARLSBAD MUN/GIP AL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-1HE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER \1A THE PRO.£CT INSPECTOR {15.06.120A.1oj CARLSBAD MUNICIPAL CODE: (t) FINAL REPORT BY SUPER\t1S/NG GRADING ENGINEER STATTNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN TING AND /RR/GA noN ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND 1HE APPROVED PLANS (OBTAIN SAMPLE: OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACJnfS. A STATEMENT AS TO THE: EXPANSIVE QUALITY or THE SOIL. AND SUMMARIES or RELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE: SOILS £NG/NEER THAT 1HE GRADING WAS DONE: IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OU1UNED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE: CITY. 35. UNLE:SS A GRADING PERMIT FOR THIS PRO.£CT IS ISSUED Wl1HIN ONE (r) YfAR AFTER THE: CITY ENGINEER'S APPROVAi.. THESE PLANS MAY BE REQUIRED TO Bf RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT nn.ED "PREI IM/NARY GEQJECHNICAI £VAi IIA DON PRDPQSED RESDFNVAI DfllflQPMEN[ A[ ZJ/2 IA FIJ£NIE STREEJ; CARISBAD, CAIIFDRMA' PRfPARfD BY. WJ,E ,t MIDDI ETON ENGINEERING, INC. , DA TED: OJ/17 /2006, SHALL Bf CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDA noNS AND SPECIFICAllONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE: THAT I AM THE: ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 1HE PROJECT AS DEFINED IN SECnON 5703 or THE: BUSINESS AND PROFESSIONS CODE. ANO THAT 1H£ DESIGN IS CONS/STENT WI TH CURRENT STANDARDS. I UNDERSTAND 1HAT THE: CHECK or PROJECT ORA WINGS AND SPECIF/CA noNS BY 1HE CITY or CARLSBAD DOES NOT RELi[\,£ ME:, AS ENGINEER OF WORK, OF MY RESPONSIBIUnES FOR PROJECT DESIGN. FIRM: SERVIIII ENGINEERING, INC. ' ADDRESS: 2382 CAMINO VIDA ROBLE. SUITE F CITY, STA TE: CARLSBAD. CAU[ORNIA 92009 1::PHONF/.!?~~760-931-1892 [AX DATE: "7lj/G. ~VIN --'--'----=--t'---=--- R.C.E. NO.: 33 538 REG/STRAllON EXPIRATTON DATE: 05/30/2008 SOILS ENGINEER'S CERTIFICATE I, S. MEHDI S. SHARIAT , A REGISTERED CIVIL t:NGINEER OF 71-IE STA TE' OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY 71-IA T A SAMPLING AND S71JDY OF THE SOIL CONDITTONS PREVALENT W/71-1/N THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF FEB. 22, 2006 AND ----~Ef~B,.,_,__.2,...Je....., 2005. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS S71JDY, wrrn MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO lHE OFFICE OF THE CITY ENGINEER OWNER'S CERTIFICATE I (WE') HEREBY CERTIFY 7HA T A REGISTERED SOILS ENGINE£R OR Gt:OLOGIST HAS BEEN OR WILL Bf RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AN VISE ON 71-IE COMPACTION AND STABILITY OF THIS SITE. 1-1/-0 DARIN SPADARO DATE LWD SEWER NOTES FOR: GRADING PLANS 7312 EL FUERTE STREET -RESIDENCE CITY OF OCEANSIDE HIGHWAY 7B PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP CITY OF VISTA ,;.O~ CITY OF , _ _._ u SAiii MARCOS SITE LOCATION THOMAS GUIOE 1127 G-7 t. LIID APPROVAL or THESE PLANS DOES NOT RELIEVE THE APPLICANT, PR/VA TE ENGINEER or WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECnON OR ERRORS AND OMISSIONS DISCOVERED DURING or AFTER CONSTRUCnON. CONSTRUCTION PRIORTY MEDIUM WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCnON or ALL CUTS AND RLLS. REMEDIAL GRADING, DRAINAGE FAC/L/llfS, EROSION CONTROL FAC/LlnES, AND PLANnNG OF PERMANENT LANDSCAPING ANO PREPARA noN OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1HIS SET or PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUnONS AND ORDINANCES CITED ON 1HESE PLANS. THE: GRADING WORK SHALL BE PERFORMED IN ACCORDANCE: WITH THE: FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONsmucnoN, AS DIRECTED BY THE: CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUllON NO. NA DA TEO: ,,,NA,__ __ _ 5. THE STANDARD SPE:CIFICA noNS FOR PUBLIC WORKS CONSTRUCnON (GREEN BOOK). 6. SOILS REPORT AND RECOMM£NDA TIONS BY VIN,/E ,t M/ODI ETON fNG/NffRING WC. DA TED: MARCH 17, 2006 7. TH£ SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIF/£0 BY THE: CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISION DE\1J..OPMENT PERMIT CONDlllONS DATED __ .,_.r.t/~4~--- 9. EN\1RONMENTAL APPROVAL DOCUMENTS DATEO_~_,._,N/.'-'A.,__ __ _ 10. STORM WATER POLLUllON PREVENTION PLAN SWPPP PAREPARED BY_--'-N"-1..:..:.A ____ _ DATED: NA Wl)ID NO. ~N,.,_A ___ _ 11. STORM WATER MANAGEMENT PLAN SWMP PAREPAR£D BY --'Nc.::.A.,__ ____ _ DA TED: NA Wl)/0 NO. --=NA.,__ __ _ 12 THE CALIFORNIA STORM WATER QUA 1UTY ASSOC/A noN (CASQUA), STORM WA 1ER BEST MANAGEMENT PRACnCE, CONSTRUCnON HANDBOOK, AND STA TE or CALIFORNIA, DEPT. or TRANSPORTA noN, CONSTRUCllON SITE BEST MANAGEMENT PRACllCES (BMP) MANUAL. LEGEND DESCRIPTION BLOCK WALL (PER SEPERATE BLDG. PERMIT) FINISH SURF ACE FINISH GRADE HIGH POINT INVERT ELEVATION FLOW ELEVATION TOP OF GRATE DWG.NO. C-6 SYMBOL FS76.O FG76.0 HP75.O IE69.8 FL71.2 TG71.2 QTY. 185 SF 2. ALL DESIGN, MA TER/ALS, AND CONSTRUCllON WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEv.fR STANDARDS AND TO THE REQUIREMENTS or THE STANDARD SPECIF/CA noNS FOR PUBLIC WORKS CONSTRUCllON (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS. MOST, CURRENT EDITIONS. IN THE £\IENT OF CONFUCT THE LIID SE't\fR STANDARDS GOVERN. BASIS OF BEARINGS; NOR1H PROPERTY LINE PROPOSED CONTOURS ---68 --- J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE: ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL nMES WITHOUT EXCEPnON. 4. 7HE CONTRACTOR SHALL HA VE A COPY OF THE DOCUMENTS SPEC/F'/£0 IN Sfl\£R NOTES 2 & 3 ON THE: JOBS/TE AT ALL nMES. 5. 7HE CONffiACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD Of ONE YfAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWIJ AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YfAR PERIOD lt1THOUT EXPENSE WHA TSOE\IER TO L WIJ. 6. PRIOR TO BEGINNING SEl\£R WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE: A MINIMUM OF 48 HOURS NOnCE TO LWD PRIOR TO CONsmucnoN. 7. APPROVAL or THIS PLAN BY LWD DOES NOT CONSnTUTE A REPRESENTA noN OF THE ACCURACY OF THE LOCA noN OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND unLJTY. PIPE, OR STRUCTURE Wl1HIN THE LIMITS or THIS PROJECT. 8. ALL R£\t1StONS TO DRAWINGS SHALL BE APPRO\IED BY THE LWIJ DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCllON. 9. CONNECnONS TO EXJSnNG SE't\fR PIPE OR MANHOLES SHALL ONLY Bf DONE IN THE DIRECT PRESENCE or THE: L WiJ INSPECTOR. N[W Sfv.fR SHALL NOT 8£ CONNECTED OR ALLOOCD TO flOW TO EXISnNG SEl\£R UNTIL AFTER F'INAL ACCEPTANCE or ALL UPSTREAM WORK BY THE: LIID INSPECTOR, OR AS APPROl-£0 BY DISTRICT ENGINEER. 10. ALL SER\1CE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO 1HE: SEl\£R MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWIJ ON THE: PLANS. 11. ALL NEW CONNECnONS TO [XISnNG SE't\fR SHALL BE MADE TO EX/SllNG WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN £ND WYES AND PLAIN END PIPE: SPOOLS MATCH/NG THE: ADJACENT EXISTTNG PIPE MAY BE USED FOR INSERTING WYES INTO AN EX/SllNG SEv.fR. 12. IF NECESSARY DURING THE: LATERAL CONNECllON WORK, UPSTREAM flOW IN THE EXISTTNG SE't\fR SHALL Bf 'TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWIJ SEl\£R. IN LOCA llONS Wl1H SIGNIFICANT UPSTREAM flOW, LWD MAY REQUIRE: TEMPORARY PR0\1SION OF DUTY AND BYPASS EQUIPMENT WITH FULL-nME: MANNED MONITORING. NO UNMANNED BYPASS SHALL Bf ALLOf\E"D. BEARING AT N42'09'15'W 206.00' PER MAP 8302, TRACT 75-4 OWNER; E:L FUERTE INCORPORATED P.O.BOX 9345 RANCHO SANTA Ff, CA 92067 858-J35-5000 REFERENCE DRAWINGS: MAP 8302 DWG 182-5 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS v.fRE PREPARED BY THE SER\1N ENGINEERING ON 04 /02/06 FROM AERIAL PHO TOGRAHP Y & FIELD METHODS. PROJECT LOCATION THIS PRO.£CT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) 215-491-43-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 33.1721 E 117.2488 BENCH MARK DESCRIPTTON: CLSB-036 SET 2.5"DISC IN CURB AT THE SOUTH CORNER LOCA noN: OF AUCANTE RD ANO CORTE DE LA VISTA 3 5 FT WEST Of TH£ HANO/CAP RAMP RECORDt:D: -...5.J.'.1B/.'2DL1L------------ ELEVATION: _,c11...,3.,,_9,,,4RwEuT _____ DA 7UM: -'-'N"'-GVD=29'---- ENGINEER OF WORK: SERVIN ENGINEERING, INC. 2382 CAMINO \t1DA ROBLE:, SUJ TE F CARLSBAD, CALIFORNIA 92009 PH: 760-931-1792, FAX: 760-931-1892 EMAIL: nservinfJsorvin-engineering.cam DISTURBED AREA: IMPERVIOUS AREA: EXISTING CONTOURS EARTHEN BROW DITCH (MAY BE ROCK LINED) DRIVEWAY G-14; GS-12 FLOW DIRECTION CUT SLOPE FILL SLOPE 5-FT CONC.SIDEWALK (IN R/W) EX.6'-A.C. WALK(IN R/W) ~RK ~ ~p » }j(L TO BE REMOVED ROOF DRAIN -RD AREA DRAIN (SIZE PER PLAN) PRIVATE STORM LINE (SIZE PER CUT/FILL LINE PLAN) :(.:.• ~U$lT J)Ep)t F.iN~ (t'n) CURB OUTLET-TYPE A LEGAL DESCRIPTION: LOT 53 MAP 8302 15228 SF = 0.35 ACRES 5656 SF G-7 PVT PVC PVT PVC PVT PVC D-25 -(60)--- ==;> ==? ==? 184 LF '1-::· .. \.·. ::-•v 108 SF r. ::·. :~. ··. ::··1 ---1 , __ _ ~,( ax ~ ORD ~□ ___ C_I 1--- F '1('.] X l( 'fJ K' X )(. 101 629 CY 787 CY 1077 FS 1077 FS )1b:():( )JJ 1 EA 13. FOR CONNECllON OF PLAIN [NO TO PLAIN END PVC SE't\fR, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MA TERI AL REQUIREMENTS AND OUTSIDE DIMENSION AS 1HE PIPE BEING REPAIRED, PVC SE't\fR REPAIR COUPLINGS SHALL BE RUBBER GASKETEO WITH NO CENTER STOP. PIPE £NOS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE: REPAIR AND ADJOINING PIPES SHALL Bf ALIGNED TOGETHER AND 1HE REPAIR COUPLING SI.JPP£D BACK INTO A POSfllON EQUALLY SPACED B£TWEEN 1HE TWO PLAIN END PIPES. PVC SEl\£R REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR E:QUAL APPROV[f) BY 1HE: LWIJ DISTRICT ENGINEER. EARTHWORK QUANTITIES PLANNING DEPARTMENT APPROVAL "AS BUILT" 19. PVC OR \1TRIFIED CLAY PIPE (VCP) S[l\£R PIPE AND wrrs MAY Bf USED TO Tlf-lN TO EXISnNG VCP. FOR CONN£CnON OR REPAIR or PLAN END VCP TO VCP OR VCP TO PVC. A ROMAC INDUSTRIES INC., STYLE 501, OR APPROl-£D EQUAi., STRAIGHT OR TRANSJnON COUPLING SHALL BE USED WI TH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE: COUPLING BEING JOINED. THE CENTER RINGS SHALL BE oucnLE IRON PER AS))J CUT: b2' 4}1 CY FILL: yd i, 14-cr IMPORT: tM ib62cy EXPORT: ____ er REMEDIAL: __ 21_82 __ cy (SIGNED) DATE! / / l~-0 , PLANNINI DIRECTOR RCE 3,3538 EXP, (p-::0-08 DATE (SIGNED) RECO!dllENDED BY:---~(P=RIN'l==NAME}=---- DATE: I I ,,,/4,/42 DATE A536, GRADE: 65-45-12 AND SHALL BE PR0\10£D Wl1H 16 MILS FUSION BONDED EPOXY cOLoR cooED To THE TYPE or coNN£CTING PIPE. GASKETS SHALL BE seR PER LLJ CITY OF CARLSBAD AST/J 02000 MBA710, COMPOUNDED FOR WATER AND S£1\£R. ALL NUTS AND BOLTS $HALL BE TYPE 316 STAINLE:SS STEEL 17,;:;;:;:-;;-;--;:;-;-;---;;;-;-;:;;;:;;:;-;;;-;-;:;:;;:;~~;;:;;:;:;;:;:;::;-;;;---{~~~~~r~~~~r~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.:t~~~~~r~~~~t~~~~-+~~~~... ENG!NEERJIIIG DEPARTMENT LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYS1£1,1 APPROVED APPROVED BY: LWD DISTRICT ENGINEER 5/lt/46 DATE: DUDEK AND ASSOCIATE EXP. 3/31/06 CARLSBAD MUNICIPAL WATER DISTRICT DAVID A. HAUSER DEPUTY CITY ENGINEER RC.I! 33081 DATE: EXP. 6/30/08 1----l--+---------------+------l---+----1---1 GRADING PLANS FOR: EL FUERTE STREET -RESIDENCE APPROW:D; CAOj'JRAD C. HAMMANN Pr, W 't/9£· ,tee ,1011 ev t./r<ft« 1>,Jc, 1-----1--+.,,---------------+-----l--+--t---l CITY ENGINEER PE 33069 EXP. 06 30 08 DA'lf [ DA TI:: INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: ----RVWD BY: PROJECT NO. PD-06-03 DRAl'ilNG NO. 440-8A I ' I I. I'-,--------------~----~--------,------------,--------------~--------------'----------'---.l__ ,; .. i ,i i " ' ! " ! I ' ' i' . ii ' 'I ' ' ' i, ,, ' i ' Ii i I-FT EARTH BERM BEi.OW DRAIN 4.5" / , , I , I , I , , , / , , , , / , , EXISTING NEIGHBOR'S RETAINING WALL AND CONCREJE BROW DITCH ----------------(295)-- BENCH MARK DESCRIPTION: CLSB-036 SET 2.5"DISC IN CURB AT THE SOUTH CORNER LOCATION: OF AUCANJE RD. AND CORTE DE LA \1STA, ,3 5 FT, WFST OF THE HANDICAP RAMP RECORDED: 5118 (?nor ELEVATION: l:3J 94B FT DA TUM: NGYDZ!i ~ GRADING PLAN FOR: SPADARO RESIDENCE 7312 EL FUERTE STREET 20 SETBACKS= FRONT YARD- SIDE YARD --- 10' Fl JW]r----~--- - ERM Elf DfT'Alt I H ~-~1-----.. -n-----..-< EL ! ~· R/~ 1------"-'------ FUERTE STREET I i ~~~ I ~ ~~I= _.,_ __ ____c:,_24'------1 3,:,• ,---- 1 APN 215-49-50 2Y, -----.____PROPOSED NE\/ 6'C8.G :,• c□NC. SIDEIIALK PER SDRSD G-7 STREET SECTION t I [AR IOI lfllV DIICII w/ ' COIIIUl PERl][!Al. ."J11r ~ r-loT (N1ffM.l.t.O ,;~~All J!i(2 =S=E=C,....,T'--"I'-'=D"-'-N-'--'A'-'--.!...!A ~-V-1'5T~u..ro ") ~✓ (. -1'4-1;' /' 7";:_'7--....:____,=:::::~~f.t~'IS!LT /l?OIJN!) S~AQ' 'I.[, T IT ,,,,. e' HJNJNIJN '\ NI "' YVAY FR.L K£YIIAY TO CONP[T[NT RXK AS SHfJVN OIi Pl.AN' 1--ie-HJ~T TYPICAL KEY!IAY AT TO£ OF FILL SLOPES -NOT TO SCALE - TYPICAL EARTHEN BERM AT TOP OF FILL SLOPES -NOT TO SCALE - 4' OF CDBJJL[S 111TH G[DFABRIC UNJJ[RLAYN£NT TYPICAL EARTHEN BRDll JJITCH <MAY BE ROCK LINEJJ) AT TOP OF CUT SLOPES -NOT TO SCALE - HAS BUIL TH .~J.. 4-~-/1/4<'& RCE3353B EXP, 6-30-0~ DATE INSPECT □ii?' ~ CITY OF CARLSBAD ~===~;===;=========================~===~===-=::i=-===~==~LU ENGINEERING DEPARTMENT 1---+---+---------------l------l----1---1----l GRADING PLANS FOR: SPADARO RESIDENCE EL FUERTE STREET I ___ __, '. i: EROSION CONTROL NOTES t. IN CAS( £MERGENCY WORK IS REQUIRED,CONTACT WALLY MULLINS AT 760-4.34-7444 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE' MADE AVAILABLf: AT ALL TIMES DURING THE' RAINY SEASON. ALL N£CESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONV£NIENT LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WH£N RAIN IS £M/NENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THC ENGINEERING INSPECTOR. 4. THC CONTRACTOR SHALL R£STORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO TH! SATISFACTION OF TH! CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY Tl-/! CITY ENGINEER OU! TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AR[AS WI-IERE: IMPOUNDED WATERS CREA TE: A HAZARDOUS CONDITION. 7. ALL EROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE /NCORPORA TED HEREON. 8. GRADEQ AR£AS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOP! AT TI-/E CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BC IN PLACE AT THE END OF £ACH WORKING DAY WHEN me FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40JJC). SILT AND OT1-1£R DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BC BURLAP TYPE Win-I J/4 INCH MINIMUM AGGREGRATI::. 11. SHOULD GERMINATION OF HYOROSEEOED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90,C COVERAGE.) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE' WITH SECTION JS.023 OF me EROSION AND SEDIMENT CONTROL HANDBOOK OF Tl-/£ DEPARTMENT OF CONSERVATION, STA Te: OF CALIFORNIA, TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF T1-IE: STANDARD SPECIF/CATIONS AND TT-IE FOLLOWING: A. HYOROSEEDJNG SHALL BC APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARC: a. n-lREE FEET OR MORE IN HEIGHT AND ADJAC[NT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 F£ET OR MORC IN HEIGHT. 2. AREAS GRADED FlA TTER TT-IAN 6: t WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR G£N£RAL LANDSCAPING) WITHIN 50 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THC PARKS AND RECR£ATION DIRECTOR AS HIGHLY VISIBLE TO THC PUBLIC. c. HA VE ANY SPECIAL CONDITION ID[NTJFIED BY 1HE CITY ENGINEER THAT WARRANTS IMMEDIATE: TR£A1M[NT. B. HYOROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCC Win-I THE FOLLO'MNG CRITERIA: 1. ALL SLOPES IHA T ARE GRADED 6: I OR STEEPER AND TT-IA T ARE: a. THR££ TO £/GHT FE£T IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKL[R HEADS PROVIDING 100Jf COVERAGE. b. GREATER 1HAN 8 FEET IN H[IGHT SHALL 8£ WATERED BY A CONVENTION- AL SYSTEM OF LOW PR£CIPITA TION SPRINKL[R HEADS PROVIDING 100Jf COVERAGE. · 2, AR£AS SLOPED LESS TliAN 6: t SHALL BE' /RR/GA TED AS APPROVED BY THE CITY [NGINE[R, PRIOR TO HYOROSEEDING. TT-IE DEVELOPER SHALL SUBMIT A PROPOSED SCHEMC TO PROVIDE /RR/GA TION TO me CITY ENGINEER. TT-IE PROPOSAL SHALL BE .SP£CIFIC REGARDING THE NUMB[RS, TYPES AND COSTS OF' THE: £LEMEN TS OF THr,: PROPOSED SYSTEM. ' J. IRRIGATION SHALL MAINTAIN THE MOIS!URE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWn-1 OF Tl-/£ HYOROSEEDED GROWTH. C. HYOROSEEO/NG MIX SHALL CONSIST OF ALL OF TH! FOLLOWING: D. t. SEED MIX SHALL CONSIST OF NO LESS TI-IAN: ' a. 20 lbs. PER ACRE OF ROS£ CLOVER b. 20 lbs. P£R ACRE OF ZORRO FESCUE c. J lbs. P[R ACRE: OF E: SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE: OF ACHILL[A MILLEFOL/A e. J lbs. PER ACRE: OF ALYSSUM (CARPET OF SNOW) f. I /2 lb. P[R ACRE OF DIMORPHOLECA g, ITEMS c,d,e, AND f OF TT-1/S SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE TH! AREA BEING HYOROSEEDED IS NOT VISIBLE FROM EITH[R A PUBLIC STREE:T OR RESIDENT/AL STRUC!URES. h. ITEM a OF n-1/S SUBSECTION MUST BE: INOCULATED 'Mn-I A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING B£FORE HYDROSEEOJNG. /, ALL SEED MA TER/ALS SHALL BE TRANSPORTED TO THE JOBS/TE: IN UNOPENED CONTA/NE:RS WITH Tl-IE CALIFORNIA D£PARTM£NT OF FOOD AND AGR/CULTIJRE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ). NON-PHYTO-TOXIC WETTING AG[NTS MAY BE ADDED TO n-1£ HYDROSEED SLURRY AT THE DISCRETION OF Tl-IE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THC RA Te: OF NO LESS TI-/AN 2000 ll>s PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTl!UTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIB[R MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF Tl-/£ STRAW INTO Tl-IE SOIL. • ·,t'-•-•· :~ t1 ~. - J. FERTILIZER CONSISTING Of' AMMON/U~ PHOSPHATI:: SULFA TT:, 16-20-0, WITH.: 15,C SULPHUR APPLIED A'f THli' RA~: QF 500 lbs. PER ACRE. AREAS TO BE HYOROSE£DED SHALL 81! £'Rf.PARE/) PRIOR TO HYOROSEEDING BY: 1. ROUGH[N/NG THE SURFACt TO. 8/fft,AN.Tf;Q BY ANY OR A COMBINATION OF: · a. TRACK WALKING SLOPES STEF:PEk THAN 6: 1 b. HARROWING AREAS 6:1,, OR FlA{n;R, THAT ARE: SUFFICIEN7LY FRIABLE:. c. RIPPING AR£AS THAT· WILL)JOT .BR/:AK UP USING ITEMS a OR b A80'vf:. , ~I• ·;~~,'. ... ~ :> ;~• 2. CONDITIONING THE SOILS $0 THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE: TO PROVIDE A DAMP BUT NOT SATURATED SEED &ED. b. TT-IE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT, LEACHING OR COVERING SALINE: SOILS TO PROVIDED VIABLE CONDITIONS FOR' GROWTH. E:. HYDROSEEDED AR£AS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWn-1 UNTIL TT-IE PROJECT IS PERMANEN7L Y LANDSCAPED OR, FOR ARF:AS WHERE: HYDROSEEDING IS TT-IE PERMAN[NT LANDSCAPING, UNTIL THE PROJ£CT IS COMPLETED AND ALL BONDS REL£ASED. C: \DWG12\CLSB-EP.DWG 12/12/94 2. ST AP/£ ~Rr FfHCJNIJ 1l) 711£ POS7?1. EROSION CONTROL PLAN FOR: I, SIT PC>STS AND EXCAVA 1E' A 4 BY 4 IN {ID BY 10 Clf) mENCH UPSl.aPE FRDN AND ALO/Ill 111£ LJNE OF POSTS. SPADARO RESIDENCE 7312 EL FUERTE STREET LEGEND DESCRIPTION MODIFIED STABILIZED CONSTRUCTION ENTRANCE SILT FENCE (SC-1) FLOW DIRECTION GRAVEL BAGS (SC-o) ~-- ',;;} 260 Lr ., 134 EA. 533? Sf BOND D FIBER MATRIX (SS-4LOR STRA BLANKET SLOPE STAB! ZATION (SS-7) 35 EA. OR 350 II SYMBOL 20 N 10 0 20 40 60 --'---~ SCALE 1" ~ 20 ' ' CONSTRUCTION SITE ENTRAl'ICE NOTES: J. ATTACH THE f1L1DI FABRIC 1l) 111£ m,,r ro«:E ANO D<TrNO ,r IN 1l) 111£ TRENCH. 4. BACKFILL ANO COI.IPACT 711£ EXCAVAml SO!. SILT FENCE GRA YE!. BAGS O\IE:RLAP ON1ll CURB RUNOFF GAP OCT\IUN BAGS ACTS AS SPIil.WAY 1/N, J Ff (0.9 U) MIN. IHRE£ LAYERS Or GRA YE!. BAGS miff ENDS O\,£/ILAPP£1J GRAVEL BAGS rARTHE:N RIDGE: UNLINED SWALE & BERM EXJSnNII GROUND T 5D'JJIN. s· MIN. £/lflf/JJ; PUBUC RIGHT-OF-WAY -OF-WAY PROW!£ APPRQPR/AJE' 7RANSlnDN OCT\IUN STAB/Uzal CONSrRUC110N £N7RANGC Al/II PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION Sl:!:E ENTRANCES SHALL BE PEa CALIFORNIA STORMWATER BMP HANDBOOK, STANDARD TC-1 lWWW.CAPMfHHANDBOOKS.COM) MODIFIED AS FOLLOWS: • METAL SHAKER PUTES WILL BE REQUIRED AT ALL LOCATIONS UNLESS SPECIFICALLY WAIVED .BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. • THE ROCK SIZE s~ BE a• MINUS. • A FENCE, BARRICADE :oR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR ,:>-' ·:· ~'~ BE USED TO RfSTRICT CONSTRUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE. /.?~;~:~i~;~ '~j~~).,/:~;,;~~\ I HA s Bu IL TH /li~,1•_ '~,-·•,;..;\\ ',{;4/i,. ,·1··.,'.,~.\1J/ ~L JA'r/7 , j ... _. ) '-C.it ,)._ · · "· / -1: j j ,:I~~ ~-U-< ~ {l_ L....--. \\~,,..\ '"': f;j, i, _ l.i;h RCE 33538 EXP. 6-30-08 '·~~·--;,:\._ ( ;-~--S~· I -~(;( :;:'::!)}}pf : , ~£,~ INSPECT~ DATE ro/~r/01 DATE l----l--1f-----------+---+--t----t----l I SH3EET I CITY OF CARLSBAD I SH3EETS I ENGINEERING DEPARTMENT ::=:::=='....=========::::::..::===; DATE INITIAL DATE INITIAL DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SPADARO RESIDENCE LA FUERTE STREET APPROVEDj ?RAD c. HAMMANN B~, Q fl 2¼,, - CITY ENGINEER PE 33069 EXP. 06 30 08 DWN BY~ CHKD BY: RVWD BY: &, PROJECT NO. PD-06-03 DRAWING NO. 440-8 • ' I " , ' , 092806 I j I