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HomeMy WebLinkAboutDWG 423-1B; SDP 02-16; STOCKPILE PERMIT COASTLINE COMMUNITY CHURCH; 01-04GRADING NOTES (IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 11.06 or THE CARLSBAD MUNICIPAL CODE,) 1. 1HIS PLAN SUPERSEDES ALL OTHER PLANS PRE\IOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF lf//S PLAN DOES NOT LESSEN OR WA /1,f ANY PORnON OF If/£ CARLSBAD MUNICIPAL CODE, RESOLUnON OF CONDITTONAL APPROVAL, CITY STANDARDS OR OTHER ADDITTONAL DOCUMENTS USTFD HEREON AS THEY MAY PERTAIN TO THIS PRO.£CT. 1HE ENGINEER IN RESPONSIBLE CHARGE SHAU REVIS[ THES[ PLANS fl!!EN NON-CONFORMANCE IS DISCOVfRED. 3. CITY APPROVAL OF PLAN$ DOES NOT RELIEl<f TH£ D£\<fLOP£R OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR TH£ CORREcnoN OF ERRORS AND OMISSIONS DISCOVfRED DURING CONSTRUCnON. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SUBMITTFD TO TH[ CITY [NG/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER ,ilLL BE REQUIRED FOR ANY IIORK IN TH£ PUBLIC RIGHT OF WAY PRIOR TO PERMIT ISSUANCE, A CERnFICA TF OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITTONAL INSURED ON 1HE PERMITTff'S POLICY IN THE 1.1/N/I.IUI.I AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THf:, INsYRANCE COMPANY ,iJ/JnNG THE POLICY MUST HAVE A RA nNG Of "A AND A Sil£ CA [[GORY OF CLASS V A$ ESTABLISHED BY "BESTS' KEY RA TING GUIDE. 5. UNLESS EXEMPTFD BY SECnON 30l.(b)5 OF THE UNIFORM BUILDING COD£, RETAINING WAUS OUT51D£ OF PUBLIC RIGHT OF WAY REQUIRE $£PARA TF PERMITS FROM 1H£ BUILDING DEPARTMENT. 6, NO WORK SHAU BE COMMENCED UNnL AU PERMITS HA Vf BEEN OBTAIN[D FROM TH£ CITY AND OTHER APPROPRIA TF AGENCIES. 7. APPROVAL OF 1H£S£ PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNnL 1HE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS ,i!LL 8£ MADE TO THES[ PLANS MTHOUT THE MIITTFN APPROVAL OF THE CITY ENG/NffR, NOTfD I\ITHIN TH£ REVISION BLOCK, ON THE APPRDPRIA Tf SHEET OF TH£ PLANS ANO TH£ nTLE SHEET. 9. ORIGINAL DRA,11NG$ SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED er THE CITY ENGINEER. 10. 1HE ORIGINAL DRAMNG SHALL BE RE\15£0 TO REFLECT AS-BUILT CONDITTONS BY 1HE ENG/NffR-OF-WORK PRIOR TO FINAL ACGfPTANCE OF THE IIORK BY THE CITY 11. ACCESS FOR FIR[ AND OTHER EM[RGENCY VfHICLES SHALL 8[ MAINTAINED TO THE PROJECT SIT[ AT ALL nMES DURING CONSTRUCnON. 12. fl!!ER£ TRENCHES ARE MTHIN CITY EAS£1.1£NTS, A SOILS REPORT COMPRISEO OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURvfS, $HALL BE SUBMITTFD BY A PROFESSIONAL ENGINEER OF THE STAT[ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN /HE FlfLO OF APPLIED SOILS MECHANICS. THE SOILS REPORT ,ilLL 8£ SUBMITTFD TO THE CITY [NG/NEERING INSPECTOR MTHIN TWO WORKING DAYS OF 1HE COMPLETION OF FIELD TfSTS. 1J. A SOILS COI.IPACnON REPORT AND COi.iPL/ANGE VfRIRCA TION REGARDING ADHERENCE TO RECOMMENDAnONs OUTLINED IN 1HE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DON£ UNDER THE DIRECnON OF A PROFESSIONAL ENGINEER OF THE STA Tf OF CALIFORNIA PR/NC/PALLY DD/NG BUSINESS IN 1HE RELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTFD IN ACCORDANCE ,iJTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF1CA TIONS • ATTACHED TO THE PRELIMINARY SOILS INVfSTIGA nON. DAILY FIELD COMPACTION REPORTS I\ILL BE SUBMITTFD TO THE PROJECT INSPECTOR. 14. A PRECQNSTRUCDDN MEEDNG SHALi BE HELD AT THE Sl1E PRIOR TO TH£ BEGJNN/NG OF QK AND SHAU BF ATTENDW BY All RfPRFSFNTAD\rfS RESPONSIBLE FOR CONSTRUCnON, INSPECnON, SUP[RWSION, )[STING AND ALL OIHER ASPECTS OF TH£ WORK. /Hf CONlRACTOR SHALL SCHEDULE THE MEETING 1HROUGH THE PERMIT CLERK (760-438-3891) AT LEAST F/Vf(5) WORKING DA Y5 PRIOR TO STARTING CONSTRUCTION. APPROVfD DRA'MNGS MUST 8£ AVAIL.ABLE PRIOR TO SCHEDULING. THE GRADING P[RMIT MU 8[ PROVIDED BY 1H[ PROJECT /NSP[CTOR AT TH[ MEETING, 15. All IN5PFCDON REQUESTS OTHFR THAN FOR PRFCONSTRIJC710N /.IITT/NG 'Ml I RF MAD[ BY CAIi /NG THf ENG/N£ER/NG 24 HOUR INSPECDDN REOU£S[ IINE A f (7601 4Jll Jll91. //'ISPECVON REQUESTS MUST BE RECEIVED PRIOR W 2: OD P.M. ON THE DAY BEFORE TH[ INSPECTION 15 NEEDED. INSPECTIONS MLL Bf MADE 1H£ NEXT WORK DAY UNLESS YOU REQU[ST OTHERI\IS[. R[QU£STS MADE AFTfR 2: 00 P.M, mu BE SCHEDULED FOR TWO FULL IIORK DA Y5 LA T[R, 16. THE O'MIER AND/OR APPLICANT 1HROUGH THE 0£vfLOP[R AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWC£S, INCLUDING SHORING, AND SHALL BE SDLEL Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATF AND FEDERAL SAFETY AND HEAL1H STANDARDS, LAWS AND REGULATIONS. 17. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SECnON 67.05 BY SUBM/TnNG A DETAIL PLAN TD TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOMNG TH[ DESIGN OF SHORING, BRACING SLOPING OR 01HfR PRO'ASIONS TO 8£ MAD£ OF IIORKER PROTFCTION FROM If/£ HAZARD OF CA'ANG GROUND DURING THE [XCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTAUATION TH[RE/N. THIS PLAN MUST 8[ PREPARED FOR ALL /RENCHES F/Vf FffT (5 ') OR MORE IN DEPTH AND APPROl<fD BY THE CITY ENGINffR AND/OR CONCERNED AGENCY PRIOR TO EXCAVA noN. IF ]HE PLAN VARIES FROM TH[ SHORING SYSl[M STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADM/NIST/IA DYE COD£ TH[ PLAN SHALL 8£ PREPARED BY A /lEGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE; A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTFD TO THE INSPECTOR PRIOR TO EXCAVATION. 18, NO BLASnNG SHALL BE PERFORMED UNnL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR 8LAS11NG PERMIT 111:LL IN ADVANCE OF THE SCHEDULING OF BLASnNG OPERA nONS, 19. IF ANY ARCHA£0LOGICAL RfSOURCE;S ARE DISCOVfRED 1'1THIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS Mll CEASE IMM[DIA TEI, r. AND THE PERMITTfE MU NOTIFY THE CITY ENGINEER. OPERAnONS mu NOT R[START UNnL THE PERMITTfE HAS RECE/VfD ,ifl/TTfN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. AU OPERA TTONS CONDUCTED ON THE SIT[ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONS/RUCTION EQUIPMENT AND ANY OTHER ASSOC/A TfO GRADING EQUIPMENT SHALL 8£ L/MITFD TO THE PERIOD BET'lrfEN 7' 00 A.I.I. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND ND EARTHM0\1NG OR GRADING OPERATIONS SHALL BE CONDUCTfD ON 111:EKENOS OR HOLIDAYS, (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTfR.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTEO BY 1H[ CON/RACTQR TO THE CITY ENGINEER FOR APPROVAL 7WO FULi WORKING DAYS PRIOR TO Bf GINNING OF WORK. 22. IMPORT MA TfRIAL SHALL 8£ OBTA/N[D FROM, ANO WAST[ MA TfRIAL SHALL BE DEPDS/TfD AT, A S/Tf APPROVfO BY THE CITY ENGINEER. Tl/£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTfS OR ADJACENT STREETS AS A RESULT OF THE GRAOING OPERA noN. 2J. BRUSH SHALL 8£ R£1.10Vf0 ONLY MIHIN /HE AREA TO 8£ GRA0£0. NO TRE£S AR£ TO 8£ REMOVED UNLESS SPECIFICALLY NOTfD ON THE PL.AN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESUL nNG IN THE PONDING OF WATfR IS NOT P[RMITTfO. ALL EARTHEN $WALE$ AND DITCHES SHALL HAVf A MINIMUM ONE PERCENT SLOPE. 25. THESE PL.ANS AR[ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHAU BE AS SHOWN AND AS APPROVfD BY THE CITY ENGINEER OR AS DIRECTfD BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE /RIMMfD TO A FINISH GRADE TO PRODUCf A UNIFORM SURFACE AND CROSS SECTION. THE SITF SHALL 8£ LEFT IN A NEAT AND ORDERLY COND/110N. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVfD ANO DISPOSED OF AT A 5/Tf APPROVfD OF BY THE CITY ENGINEER. :F' "''II =;l!f~ FUSCOE I N e I N I I I I N e 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554. 1500 'iax 858.597 .0335 www.fuscoe.com 27. ALL SLOPES SHALL BE IRRIGATfD, STABILIZED, PL.ANTfD AND/OR HYDROSEEDED MTHIN TfN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOV>N ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRA,i!NG NO. 42J-1L, AND/OR AS DIRECTfD BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURf THAT ALL CON/RACTORS SHALL COORDINA TF THE IIORK OF THESE GRADING PLANS ,if)H THAT SHOWN ON BOTH THE L.ANDSCAPf ANO /RR/GA TION PL.ANS ANO 1HE IMPROVfMENT PLANS AS REQU/R[D FOR THIS IIORK IN ACCORDANCE MTH 1HE LANDSCAP[ MANUAL 11ME REQUIREMENTS. JO. STORM DRAIN PIP£ SHALL BE REINFORCED CONCRfTf PIPE ,11/H A MINIMUM 0-LOAD OF 1,350. FOR PR/VAT[ STORM DRAIN PIPE$, UP TO 15" PVC MAY 8£ U11LIZED PROVIDED DEPTH IS LESS 1HAN 15 FEET AND BACKFILLED MTH J/4" ROCK PfR SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIPE. 31. fl!!ERE AN EXJSnNG PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF TH£ GRADING OP[RA TION, IT SHALL BE R[MOVfD ,iJTH/N Tl\fNTY FEET OF BUILDING OR STRfET AREAS ANO REPLACED MTH PROPERLY COI.IPACTFD SOILS. IN 01HER ARfAS TH£ PIP[ ,iJLL 8£ PLUGGED ,iJTH CONCRETF OR REMOl<fD AS APPROVfD BY TH£ CITY ENGINEER. 32. THE CONTRACTOR SHAU VfRIFY TH[ LOCA nON OF ALL EXISnNG FACILlnES (ABOVf GROUND AND UNO[R GROUND) MTHIN THE PROJECT $IT[ SUFFICIENTLY AH[AD OF GRADING TO P[RM/T THE R[\15/0N OF TH£ GRADING PLANS IF IT IS FOUND THAT /HE ACTUAL LOCA noNS ARE IN CONFLICT 111TH THE PROPOSfD WORK. 33. TH[ CONTRACTOR SHAU NOnFr AFFECTfD unUTY COMPANIES (SEE BELOW) AT LEAST 2 FULL IIORKING DA Y5 PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINAT[ /HE WORK MTH A COMPANY REPRESENTAnvf. UNDERGROUND SER\1CE ALERT 1-800-422-4/JJ SDG&f [760)438-6200 SBC 760)489-3441 ADELPHIA CABLEVISION (760)438-5241 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 OL/VfNHAIN WATfR DISTRICT (760)753-6466 LEUCADIA WASTFWA TFR DISTRICT (760)753-0155 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRAWNG TH[ APPLICANT HIRES A CIVIL [NG/NEER, SOILS ENGINEER, AND/OR GEOLOGIST TO G/Vf TFCHNICAL AD\IC£, OBSERl<f ANO CONTROL THE IIORK IN PROGRESS /11.06.170(8)] CARLSBAD MUNICIPAL CODE 8. PRIOR TO Fl{'IAL APPROVAL Of A GRADING PERM/[-THE FOLLOMNG REPORTS MUST 8£ SUBMITTfD TO THE CITY ENGINEER \IA THE PROJECT INSPECTOR /11,06.1 90(8)] CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPER\15/NG GRADING ENGINEER STA TING ALL GRADING IS COMPLETf. ALL EROSION CONTROL, SLOPE PL.ANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE MTH CITY CODE AND THE APPROVfD PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTFR FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS [NG/NEER, fl!!ICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/11£$, A STA Tf/.lENT AS TO THE EXPANS/Vf QUALITY OF 1H£ SOIL, ANO SUMMARIES OF FIELD AND LABORATORY TfSTS. THE REPORT SHAU ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT 1HE GRADING WA$ DONE IN ACCORDANGf MTH THE REQUIREMENTS AND RECOMMENDA 110NS OUTLINED IN TH[ PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO, (4) REPORT ,iJTH AS-BUILT GEOLOGIC PLAN, IF REQU/RfD BY THE CITY 35. UNLESS A GRADING P[RMIT FOR THIS PROJECT /$ /$SUED ,iJTH/N ONE (1) Y[AR AFTFR THE CITY ENGINEER'S APPROVAL, lfl[SE PLANS MAY 8[ REQUIRED TO BE RESUBMITTFD FOR PLANCHECK. PLANCHECK FE£$ MU BE REQUIRED FOR ANY SUCH RECHECK. 36, TH[ SOIL$ REPORT nnED "UPDA Tf GEOTfCHNICAL INl<fSTIGA TION, COASTLINE COMMUNITY CHURCH, CARLSBAD, CALIFORNIA" PREPARED BY GEOCON, INC., DATfD APRIL 4 , 200J, AND SUPPLEMENTARY LETTFR DA TfO MAY 20, 2003, SHALL 8£ CONSIDfRED AS A PART OF THIS GRADING PLAN. ALL GRADING $HALL 8£ DONE IN ACCORDANCE 111TH TH[ RECOMMENDATIONS AND SPECIF/CA TTONS CONTAINED IN SAID SOIL$ REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLAR[ /HAT I AM TH£ ENGINEER OF WORK FOR If/IS PROJECT, THAT I HA Vf EXERCISED RESPONSIBLE CHARGE OVfR 1HE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF /HE BUSINESS AND PROFESS!ONS CODE, AND If/AT THE DESIGN IS CONS/STfNT ,11/H CURRENT STANDARDS. I UNO[RSTANO THAT THE CHECK OF PROJECT ORA MNGS ANO SPECIF1CA TIONS CITY OF CARLSBAD DOCS NOT R£L/[V£ ME, AS ENGINffR OF WORK, RESPONS/8/LlnES FOR PROJECT DESIGN. FIRM: FUSCO£ ENGINEERING ADDRESS: -~6J~9~0-'G~R=EE=-N~M~C-'H-'D~R-'1Vf.=--c5~U-'lc"-E-'f'--70c._ ___ _ R.C.E. NO.: ---~6~51~9~8 __________ _ REGIS/RA noN [XPIRA TION DAT[: --=09~/.~3=0/,~0~7 ___ ~ SOILS ENGINEER'S CERTIFICATE BY TH£ OF MY I, .SJ-\:A-.JE'. R/?l>~EP_ , A REG/STEREO CIVIL ENGINEER OF TH[ STA TE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS M[CHANICS, H[R[BY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CON0/110NS PREVALENT WITHIN THIS SITE WAS_ 1,/Al/E BY ME OR UNDER MY DIREC110N B[TWEEN TH[ DA TES OF _IA>,j~ , 20 03" AND A ne.JL-, 2~. TWO COP/ESOFTRE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMI TT£0 TO THE OFFICE OF THE CITY , ENGINEER. ~ C '·' SIGNflJ·~~:;i4;:>('. PE. NO.: ~h?.~~t£1=~'----------e:;:e DATE \ • 'J,.~-(pb LICENSE EXP/RA 110N OA TE: OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS [NG/NEER OR GEOLOGIST HAS BEEN OR WILL 8£ RETAINED TO SUPERVISE OVER-ALL GRADING TIVl7:QY ADVISE ON THE COMPACTION ANO STABILITY OF THIS SIT. . ' - DAT£ COASTLINE coas COMMUNITY COMMUNITY CHURCH \ ' ' KEY MAP 1· -150' CITY OF OCEANSIDE ,. CITY or VISTA PACIFIC OCEAN CITY Of ENCINITAS VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION LOT 482 OF CARLSBAD 1RACT NO. BB-OJ-02, UNIT 2, IN THE COUNTY OF SAN DIEGO, STA Tf OF CALIFORNIA, PER MAP NO. I JJ86, RLED IN TH£ Ofr/CE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECE/.IBER 20, 1996 OWNER COASTLINE COMMUNITY Cl/URCH 511 ENClNITAS BOULEVARD, SU/Tf 104 ENCINITAS, CA, 92924 PHONf: (760) 438-7.500 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PL.ANS WAS GENERA TfD BY DIGITAL F1ELD POINT DATA REDUCnON ME1HODS FRO/./ INFOR/.IA nON GATHERED ON DECEMBER 15, 2000 BY A GROUND SUR\<fY CONDUCTfD BY FUSCO[ £NG/NEERING. PROJECT LOCATION THIS PROJECT IS LOCA TfD 1111HIN ASSESSORS PARCEL NUMBER($) 255-273-07, CALIFORNIA COORDINATf INDEX: 196-6252 (NAO BJ) BENCH MARK Tl£ BASIS OF ELEVATIClli FCXI THIS stRVfY IS Tl£ C(J.MY OF SAN DifGO BfJOI MARK T1JR4W11 14J. 935 JAG, Tl£ STREET CEJITERL I/£ I.ICHJENT f1v EL. CAMIM! REAL, 0. 72 /,//LES i'KRTl£RI.Y OF ENCINITAS BOClEVARD EL.EV. 143,935 SITE V, GRADING PLAN REFERENCE DRAWINGS CITY OF CARLSBAD D~. NO. 423-IA CITY OF CARLSBAD D~. NO. 323-8 SHEET INDEX SHEET 1: SHEET 2: TITLE SHEET SURCHARGE PL.AN WORK TO BE DONE THE GRADING WORK SHAU CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FIL.LS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILlnES, AND PL.ANnNG OF PERl,/ANENT LANDSCAPING AND PREPARA TIO// OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, AU AS SHOWN OR REQUIRED ON THIS SET OF PL.ANS AND THE CITY STANDARDS, SPECIF1CA TTONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES C/TfD ON THESE: PL.ANS, THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE 111/H TH[ FOLLOIIING DOCUMENTS, CURRENT AT THE nME OF CONSTRUCTION, AS DIRECTfD BY TH[ CITY ENGINEER. 1. CARLSBAD I.IUN/ClPAL CODI[ 2, CITY OF CARLSBAD STANDARDS J, THIS SET OF PL.ANS 4. CARLSBAD PL.ANNING COMMISSION RESOLUTION NO. 55J2 DA TfD JANUARY 7, 2004 5. TH£ STANDARD SPECIF1CA 110//5 FOR PUBLIC IIORKS CONS/RUCTION (GR[EN 80()1(), 6. SOILS REPORT AND RECOMMENDA nONs BY GEOCON, INC., DA TfD APRIL 4, 200J, AND SUPPLEMENTARY LETTFR DA TfD MA Y 20, 200J. 7. TH[ SAN DIEGO REGIONAL STANDARD DRAMNGS, AS MAY 8£ MOD/FlfD BY THE CITY OF CARLSBAD STANDARDS, THE LEUCADIA WASTfWA TfR DIS/RICT STANDARDS (SEWER ONLY) OR THE OLJVfNHAIN I.JUN/OPAL WA TfR DISTRICT STANDARDS (WA TfR ONLY). 8. ENVIRONMENTAL APPROVAL PER FlND/NG OF PRIOR COMPLIANCE PER PL.ANNING COMMISSION RESOLUnON NO, 5532 LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY Tfl.lPORARY DITCH PER DETAIL, SHEET 2 ==>==> 900 LF SLOPE y 2: 1 MAX SPOT ELEVA noN # EXISTING ELEVATION \; RN/SH[D CONTOUR EXISnNG CONTOUR DA )VGJ-/T LINE ------/j .._____.., PROPERTY LINE ------ CHAIN LINK FENGf SORSD MS, M6 -0----<0>----606 lF SHEET J: SHE£T 4: [ROS!ON CONTROL nTLE ,HEET EROSION CONTROL PL.AN STORMWATER POLLUTION PREVENTION PLAN PRIOR TO THE COMMENCEMENT OF GRADING, THE O'MIER SHALL PROVIDE TH£ CONTRACTOR MTH A STORM WA TfR PDUU770N PRfVfNnON PL.AN (S IIPPP ), fl!!/CH PRO\IDES RECOMMENDA nONS AND PROCEDURES TO FULFIU STORM WAJrR DISCHARGE REQUIREMENTS OF 1HE STAT[ WATFR RESOURCES CONTOL BOARD (Sl!RCB) ORDER NO. 99-08-011\'J, NA 710NAL PDUUTANT DISCHARGE EL/MINA nON SYSTfM (NPDES) GENERAL PERMIT NO. CAS000002, WAST[ DISCHARGE REQUIREMENTS (WR$) FOR DISCHARGE OF STORM WA TfR RUNOFF ASSOC/A TfD MTH CONS7RUC710N AC71\ITY EARTHWORK gUANTITIES CUT: I 600 CY FILL: 18,100 CY IMPOR T: 16 500 CY EXPORT: 0 CY Slll?CI/AfcGE Peg Mt T 4r G. ROS 00 7 5 SURCIIA/<6~ c.tJl'1f7lETE(J JVA/£ 19, 200<=>. .SUf!?QIJ{t:.GE REMO/JAL PER ld!?l/fJ!AIC. P£,R,"1!T BEG-4t,/ .J VI'{€ 20 2.0 CJ C:., ' G!(/JDJNGPEf_lV/IT #GR040/0Z.. Ptt:;N.!t1Jt DEPARTMENT APPROVAL : AS _ BU IL T 11 _ ~Jif»> DATl:Zjb µ, ~ _ 'J, If, . 'l(!z/at,, ,')sst.s-r/W71'WOONG DIRECTOR RCE // -EXP 9 /30/4,7 ;;;:;E ~ DATl·,.,.,,,,.,,~J.r--, r ' <.Q!V'V/'-'-f' REVIE\JED BY, RECOIIIIINDED BY LMf~~V\ IN?E-T□~ ..... -c7 DATE >---+----+-----------4-----+----+---+--< 1 sH,EET I CITY OF CARLSBAD I SH4EETS I ;::::=='-'===E::N::G::1::N::EE::R::l:=N::G:::::DE::P=A:=R=T=M::E::N::T==::'....':==;:::: 1---t---t-----------------+---+--+---+---1 GRADING PLANS FOR: STOCKPILE PERMIT COASTLINE COMMUN/TY CHURCH APPROVED: GLENN PRUIM tJY ~ , ;I 4 ~:•<C::ff. kV"~. I 4/""- 1----t---t--,;:----------------+---+--+---+---1 c1TY ENGI NEE«PE s1 2iiiiEXFlliis D9/30/07 DATE /[\ DWN BY: -PROJECT NO. DRAWING NO. CHKD BY:CEk SOP 02-16 423-18 RVWO BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OZZ806 e MATCH EXISTING FLOWLINE ~ ... ,,, \ ' \ .:0;.,- ,✓-0 .. ,,. /~'-/~ ,:__,// J ~ J o,~ z:;J TEMPORARY DRAINAG Ir--PER DETAIL THIS I J J/ I // / / I / 3' / / / / / / / "' "' ~ i "' ~ 0 .. "' ~ ~ "' "' 0 0 "' "' .. I \ ----/ - / / / I I I \ __.,,-,~,cc - ~ '<> I ~-c:;, 708 -- I ~ 1% MIN I I I 1 1 I 1 I \ I \/ IO 3 , ~ -~-L - H EXISTING / INE ____ __,,,,., EXISTING CONCRETE DITCH 170----------- --------_! !3===================-=------ STACK OVERLAPPING GRAVEL ~-t:JAGS 3 HIGH FOR SPLASH ----="'--s.-==:._.,-PROTECTION WHERE CALLED FOR . GRAVEL BAG ON SHEET 4 (EROSION CONTROL). -• WRAP PLASTIC SHEETING OVER GRAVEL BAGS & TUCK UNDER. EMBED BAGS IN GROUND (TYP). 20 10 0 20 40 80 ~'~~~---~,~~,---,I NOTES 1. WORK SHOWN IS TEMPORARY AND WILL BE REPLACED BY GRADING SHOWN ON DWG. 423-1A ON FILE WITH THE CITY. 2. THE SURCHARGE SHALL REMAIN IN PLACE FOR A MINIMUM OF TWO (2) MONTHS PER SOILS ENGINEER'S RECDMMENDA TIONS. --86.5 [XIS. TP [XISTING PERFORATED 36" MP STAND PIPE TO REMAIN OUTLET DETAIL -TEMPORARY DITCH NO SCALE NOTE: SVRCH/tf?.GI: fl/lCED !lli/f)ER 6f-GR0~007, AS PcR "INTE.Rtfr'I IZEPORT OF 7£5TIA/G AN!) OBSel<V/11/0,1/ seRI/IC€S PEP.FORMED CVl<.ING- St1G G-/!.ADINGh BY (;H:;CCN INC._ DATEO JULY 10, zo~ SVRG/AR.GE l<.E/lfOYcD P£R. GP-G/Z. 040 102.. ON • JUNE 2.o, 200 6 A5 Pc!< GRADING fl..AAJ q-z 3-/)\ ~ SURCHARGE GRADE ~ uj l:; t,i-· 5' SURCHARGE PER SOILS 2 LIMIT OF GRADING 25' tu . \ \ls ENGINEER RECOMMENDA r,o··~--1 f----"''-o..j§ ,':i· FUTURE FINISHED PAD GRADE: 103.3 -2·7 10~/W !,;: ------'--------ENGINEERED FILL PER SOIL;--- ~ ENGINEER 'S RECOMMENDATIONS _/""'1._ --~ '-✓-----~ -E ----LONA _.. - -------c::::r"-=--=--=--=--=-~::..,.----TEMPORARY DITCH AT ---------o\)l<o '--.. TOE PER DETAIL THIS _,. G GI'- --.. --..____ SHEET _,.,,. _,. ~5i\l'< --.. -----.. ------------ -- SECTION A -A' 11 AS NO SCALE \ EXP. REVIE\JED BY: 7;::, F.. -~ BUIL T 11 q/42-job DATE .,,,, 1~ • DATE r--t----t-----------+---+--~---1----' I SH2EET I CITY OF CARLSBAD I SH4EETS I ~=:=._':::=::::::E::N::G:::I N:::E=:ER::::l:::N:::G :::::D:::E::::P::AR::::T:::M:::EN::::T:::::::=:!_l:=::::::::~ t----+--+-----------------lr---1----1---4----' GRADING PLANS FOR il!!I FUSCOE TEMPORARY DRA1i4GE DITCH GRAPHIC SCALE IN FEET J~ ti5 ~ STOCKPILE PERMfT COASTUE COMMI.NTY CHURCH I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ofox 858.597.0335 www.fuscoe.com NO SCALE •-· -No. RCE 65198 EXP. 9-30-0 Civi\ APPROVED: GLENN PRUIM ,67" #2 < 21..-::.::Z ~ .1/J~,e t-----t--t-?.~-------------l----+--11---1----1 CITY ENGINEEfiE 513'4ExPttiEs 09 30 07 7oA'fi: DATE INITIAL OWN BY: ~~-PROJECT NO. I DRAWING NO. ,/ II ~ ~ , I DATE INITIAL DATE INITIAL CHKD BY: Otil-· SOP 02-16 42'.,-18 ~ --~ _' ~ /{,) o/ t{J[E;NG::::_'N::EE::_R_:O::_F_:W::OR::Kl.:--::~,--.,..-,,:--R-E7V_I S_I_O_N _D:.._E:.._S:.._C:.._R __ l P_T_I 0.:._N:.:__-:::,...-..,--,:--.J.'.o~:~ER~AP'.'.'.PR'.'.::O'.:'.'.YA'.'.:L_L~Cl_'.::y:..:~~~'.'.'.:R~O:vA~L 1, _i:R:::V:::W~D=B~Y~: ==~==~~~~~::::!.'.~~-,~~::::!J ) ' 022806 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM PEEVEY AT (760) 438-7500. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF HYDROSEEOEO SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO /RR/GA TION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEOING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FDR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: C. 0. E. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED 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, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM . .3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEO/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 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. .3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE or ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/MORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEOED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEO/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO A GR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ). NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSEEO SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYORAULICALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. .3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEOING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT Wl'LL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEOED AREAS SHALL BE MAINTAINED TO PROV/D[ A VIGOROUS GROWTH UNTIL TH[ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 50'M/N. STACK GRAVEL BAGS TO CURB HEIGHT CRUSHED AGGREGATE, 3"~6110/A. -.........._ =~~~~-' ~~ w7-,m~ lJJrng1TT'~~', --~m!!'m~m!c!c '1'<.'rr !!'m~ir'. -. m n,!-ll 0m~m'ecmc;m 3Tls m. FILTER 12 " MIN. 4 "PVC PIPE IN FABRIC PROFILE GUTTER EXISTING GROUND _L 24 14'MIN. I ' lWC'LWJI, CORRUGATED STEEL PANELS - PLAN GRAVEL BAGS OVERLAP ONTO CURB '\ ) -------------'-. ________.,, RUNOFF / GAP BETWEEN BAGS ACTS AS SPILLWAY FILL SLOPE \ 'i EX. CURB & GUTTER ' STACK GRAVEL BAGS TO CURB HEIGHT. PLACE 4" PVC P/,0E IN GUTTER TO MAINTAIN GUTTER FLOW. J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED EARTHEN RIDGE • GRAVEL BAG ROWS SHALL BE PLACED ALONG DRIVEWAYS AND PARKING AREAS IN ACCORDANCE WITH THE FOLLOWING TABLE: SLOPE GRADIENT 0 -4% 4 -10% OVER 10% INTERVAL 100 FEET 50 FEET 25 FEET BENCH MARK Tl-/£ BASIS OF ELEVATIONS FOR THIS stRVEY IS Tl£ COl.lvTY OF SAN DIEGO BfNC/-1 MARK. T1.3R4W11 143. 9.35 3AC, Tl£ STREET CENT.ERLINE: MONUIENT ON EL CAMINO REAL, 0. 72 MILES NORTHfRLY OF ENCINITAS BOULEVARD _DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE TEMPORARY DRAINAGE DITCH LIMITS OF CLEARING & GRADING GRAVEL BAGS HYDROSEED/NG LEGEND STD. DWG, QUANTITY SYMBOL DITAIL THIS SHEIT DITAIL, SHEIT 2 DITAIL THIS $HEIT J 1860 SF "~'<X)<-x 1 900 LF c::;> c::;> c::;> 51,400 SF I I 700 = .34,2005F l + + + + + l 11 AS BUIL T 11 RCE __ _ EXP ___ _ DATE REVIE\o/ED BY, INSPECTOR DATE l---+----+-----------+---+---+--+----I I SH3EET I CITY OF CARLSBAD I SH4EETS I ENGINEERING DEPARTMENT ~===--=================:::::....'::==:::::::; COASTI.INE COMMI.NTY CHURCH l EROSION CONTROL PLAN APPROVED: GcENN P'<U M 4Y ,t< I &A&/ ,_,-.q' o e♦ ~-4 CITY ENG~ PE ci274 EXPIRES 09/30/0?Dlr~ ELEV. 143. 9.35 DATE INITIAL DATE INITIAL DATE INITIAL g~~D B~Y: J>tP-I' PROJECT NO. DRAWl~G NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRQVAc CITY APPROVAL RVWD BY: SDP 02-16 423-1B --------------------'----'---~-----...... · .... · .;•:..;·.,.,---~~~~~~===~;~=~~:::=~=::===~~~;;~::!:~~~~~~§~~==~~=~~~~~~~~===~ ···------ u z 0 (_f) 0 "' '" ,,. / ,, / F" .... ,1 T:I~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ofax 858.597.0335 www.fy3coe.c;:orn / ,,. ,, ,,. ,,. / 20 I ,,. ,, ,, / ,,. r ,, ,, / ---~----· ,.,. ... ,,,,. •-••?W 20 40 80 i---1 11-----,I ~---- GRAPHIC SCALE IN FEET BY: .. ·' -__ _ ,, ,, ,, ,, ,, / / ,, / ,, / / + + + + + + + + + + + ' -+-' I + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + . \··+ ..... :'1:-... + ' 5 t d -1 £i, A~ DATE: _./+'/2'-"--=-fo b_...lJ"-'6 __ STEVEN J. HARRISON furna EXP. 09-J0-07 ~ I l I i I ' r·/ ' ' ~ fJ>.,"'' +~RA W:L BAG SPLASH PROTE:C;;/ON + + + + + + + PER DETAIL, SHEET 2 \ + + + + + + + J B + + + + I +'1 +: ': + I -+,:,,./ + ,, + ' + + + + + + \ \ ~la/ I ,, .. \~\ I I • i ! t I .,1,1 1 li"-,/(J·' ' I : ., I ; I i I ! ' , f I j / + ,,+ t/··+ + + + +1 I l·,11.r, . . ( : ' . ' + +/'-r•' + + + + + + + + + + + + + + j~ ~ No. RCE 65196 EXP. 9-30-07 Civil + + + + + + + + + + + + + + +I, + + + + + I, + +\ : + + + + I + + + .· + + ,. -1-:/ ,,,,. BENCH MARK THE BASIS OF ELEVATIONS FOR THIS st.RVEY IS Tl£ COUNTY OF SAN DIEGO BENCH MARK T1JR4W11 /43. 935 JAG, Tl-£ STREET CENTER/.. IN£ MON!.JM£NT ON EL CAMINO REAL, 0. 72 MILES NORTl£RI.. Y OF ENCINITAS BOULEVARD ELEV. 1,t.J. 935 DATE INITIAL ENGINEER OF WORK i / I / ! ! ' i ,: ' ' . f 1 l l I i ' f ; i , / / l I J I l l l ' REVISION DESCRIPTION ---.............. ··---.. ---- : I / I _j f j DATE INIT' AL DATE INITIAL OTHER APPROVAL CITY APPROVAL ---------- RCE __ _ EXP ____ _ DATE REVIEw'ED BY: APPROVED: GLENN PRUIM 4-4 «< c:t d. ~~--..;; s r:.S 2hLl:t CITY EN GI NEER~ 5127_4_.~ •1DX__,P..,I R.-E=<SL._0_9_30_0_7 1J AT( DWN 3Y: CHKD BY: AA RI/WO BY: ~ROJECT NO. SDP 02-16 DRAWING NO. 423-1B " 0 '