Loading...
HomeMy WebLinkAboutDWG 413-5A; CDP 02-56; WALTERS RESIDENCE; 01-08" ENGINEER NOTES 1. R£'vfSION OF THESE Pi.ANS MAY 8£ R£()(JJR£0 IF THE PROPOSEJJ IMPRO'vf:MENTS AR£ NOT CONSTRf/CTEO PRIOR TO THE OEAot.JNE OA l< OF THE /MPRO'vf:MENT ACRffMENT. 2. TH£ EXISllJICE ANO LOCA llON OF lll7l/TY STRfJCTURES ANO FACIUTl£S SHO/tN ON THE CCWSTRfJCllON Pt.ANS M:RE OIJTAINEI) BY A SEARCH OF THE AVAllA8l£ RECORDS. ATTENTION IS CALLEO TO THE POSS/Bl£ EX/SllJICE OF OTHER 1/THJTY FACIUTl£S OR SlR/IClVRES NOT SHO'rlN OH IN A LOCA 710N 0/FFEJ?ENT FROM THAT SHOIW ON TH£ PLANS. TH£ CONTRACmi IS R£QI/IREI] TO TAKE OU£ PRECAIITIONARY MEASURES TO PROT<CT THE 1/THJTIES SHOIW ON THE PLANS ANO ANY OTHER £XISTING FACIUTl£S OR S7RIIC71/R£S NOT SHOWN. .l THE CONTRACmi SHAU VERIFY TH£ LOCATION (F All EXISTING FACNJTIES (A80',!E6RO/INO ANO /INO£R6ROIINO) llflHIN THE PRO.ECT ST< S/IFTICIEN'fl. Y AHEAO CF THE CONSlR/ICllON TO PEJ?MIT THE REl4SIONS fF THE CONSlR/ICTION Pf.ANS IF IT IS FOI.JNO THAT TH£ AC71/Al LOCATIONS ARE IN CONFUCT l'ITH TH£ PROPOSEO l'tQRK. QEClABATIQN Of 8£SPONSIB{f CHABC£ I HERDJY O[CtA!?£ Tfl4T I AM THE EJIGINE[H OF IHJRK fOR THIS PROJECT, Tfl4T I fvlJ,f" EXERCISClJ R£SPONSl8lE CHARGE OVER THE O£S/CN ON THE PRO.ECT AS OEFINED IN SECTlON 670J OF THE 8/ISINESS ANO PROFfSS/ONS COCf; ANO Tfl4T THE OES/GN IS CONSISTENT 'M1H CIIRRlNT SIMO\ROS I /INOERSTANO THAT THE CHECK OF PROJECT ORAWIN(;s ANO SPECIFJCATIONS BY THE CITY OF C4RlS840 OOlS NOT REIJEVE ME; AS ENC/NEER OF ~ OF IU RESl'ONSl8II.ITES FOR PROJECT O£SIGN. o~Y CONS/ll.WflS. /NC. 5900 PASTll!H CT. ST£: 100 G4,lf_~ (A/JFORN/A 92008 (16(}) 9J1-1100 ~ a?vJ? Ci4TF: )£(?. t:JJ GECIRGE o· Y , R.C.E. MJ. J20U EXP. 12/31/01 OWNER'$ CEBTIRCATE I (M") HERf8Y CERT/fY THAT A REG/STEREO SOILS 00/NEEl? OR GEOi.OG/ST /US BEEN OR Will BE REWN£D TO S/IP€RV/SE OVER-All GWtW nT ANO AOl4Sl" ON THE CiJl,IPACT/ON ANO STABfl/TY OF THIS 51&-~ (3, Jtdli~ NAAIE: 7/ . ~ /42, . C/41< SOILS ENGINEER'$ CERT/flCATE t 'tdiq,VA S'f#t!IANtrT: , A REGISTEREO CM/. [N(;/NEfl? OF STAT< OF Cli/fORM4, PRINCIPALLY /XJING 8/IS/NESS IN THE flEl1) OF APPIJEl) SOILS ll£CfWIICS, HEJ?E9Y CERT/fY THAT A SI.MPI./NG ANO Sl1/0Y OF THE SOIi. CON0/7/0NS PREVAI.ENT WITHIN THIS Sil< H/4S !,(Al)£ BY I,(£ OR IINl)[R lrfY O/Ral/ON ON [)cc, 7/ oz 111() COPIES CF THE SOILS REPORT COMPIWJ Fli'O!I llllS SfVfJY, 'M1H lrfY RECOMAIENOATIONS, fvll-f" BEEN SIJ8M/TTEO TO THE Cfl7CE OF THE CITY = ~~J ~ P.£ NO. ~. a, -,~z_. C/47£: ? L 1-1 I,.,?> lCENSE EXPIRATION OAT£:• SITE arr or OCEANSIDE HIGHWAY la PACIFlC OCEAN 12./31/oS" • VICINITY MAP fl() SCALE COASTAL DEVELOPMENT WALTERS RESIDENCE SCALE: 1. = 50' PROJECT lot:ATIQN AS:slS50R:S-PARCEL Mb. 210-120-27 ANO J1 AIJORESS: 5J05 CAI.SBAO a'.1(1 G4,lf.Slil40 CA. CMl ENGIN££R o~r CONS/11.WflS. INC. 2110 LOKER Al-f" ID'T, ST£: 100 ~ CA 92008 \ INOEX MAP SCA/.£: 1• ::11 50' , I□ "!'i!-1~· . \ ' I I. , I EABTHWQRK)JlwumES C/IT: 682 er filL• 112 er EXPORT: -~5=10~_er • I I 1: ' . GIWJING /IN/JER 8/lll.O/NC ENVET.Of'E = 140 er GIWJING IN RICHT-oF-WAY ~ lf8 CY FIU {THESE Q/J4NTITIES ARE AI.R£AIJY INCt./1/JEO) REAfEOIAl GRAO/NG: ____ .....,'- OWNER / DEVELOPER ' SOURCE Of TQPQCRAPHY NOTF: THESE QfJ4NlTl7ES AR£ FOR 80NIJING PIIRPOSES ONL't. m£Y IX) NOT INCt.lJ/JE SHRINIC4CE EXPANSION, fR REMEIJl4I. GRADING C/l.l4NTITIES. HflllAM .t SI/SAN WAL lERS P.a BOX 1Jl2 AERfAl PHOTOGRAIIM£Tl?/C /,fAPP/NG WAS PR£PAREI) BY T0W/ll INC. 59JJ Sl;4 IJ{1{ PLACE, SI/ITC 1~ C4/if.!844 CA. 92008 RANa/0 SANTA ~ C4. 92067 PHONE: {858) 158-J081 lH/S IMP WAS f'REPAREI) /IS/NC PH0TIXRAl,(l,(£1RIC C()l,(p(ITER A/OED IJRAF7lNG 7CCHN/Ql/£S. IN (F£N, /INOBSTRIJCTED AR£4S lH/S IMP CCNP/J£S l'llll NA llONAL STANOAROS F<R MAP ACWRACY. IN AREAS OF O£NSf ..CG£TA!m /KR£ THE G/?0/INIJ IS aJSCtJREl) FROM l?l"lt' CONTOURS MAY OEWAT< FROII CX/RRECT El.EVA Tm. C.AfJTION II CONTRACTm TO VERIFY THE EXACT lOCA !JON CF EXISTlNC (JlllJlJES IN THE flEl.O PRHR TO CONSTR()C llCWI NQWI ElECTRONIC OATA FllES ARE FCR REFlRENC£ ONl Y ANO ARE NOT TO BE USEO FCR HORIZCWTAl CR '.mllCAl SI/RITT CCWTROl. ESSt~ "-" NO. 32014 EXP. 12/31/04 ~~ CIVI\. BENCHMARK: DESCRIPTION: BRASS OISC •x 151 196/J• LOCATION; 156 FEET NfRTH OF THE /NllRSECTION (F CANN(1{ ROAO ANO RA/IJ?OAI) CROSSING 6 FEET llfST OF THE EASTfRI. Y RKHT CF Jf4 Y CIIT /1\ OATE INITIAL MJRK TO Bf DONE lH£ GRADING YIU?K 9-IAlJ. CCW9ST IT THE CONSTRIJCTION CF All a/TS ANO FllLS, REl,f£lJIAl GRAO/NG, ORA/NAG£ FACIUTIES, EROSION CONlliY1. FACIIJTIES, ANO Pf.ANllN(J IT PERMANENT LANDSCAPING ANO PREPARATION IT AS-8/IH.T GRAOING Pf.ANS, AS-8/IH. T GEClOG/C MAPS ANO REPORTS, All AS SHO't/N fR REQJJ/RED ON lH/S SET OF Pf.ANS ANO lH£ CITY STANOAROS, SPEC/RCA TJONS, REQIJ/RfJIEN,S, RESCl/lTICWS ANO ORO/NANCES OTED Qi lH£SE Pf.ANS. lH£ GRADING /KJRK 9-IAlJ. BE P£.RFOR&fEO IN A~ HflH THE FW.0WING OOCIJMENTS, aJRRENT AT THE TII,(£ CF APJWOVAl OR AS 0/RECTEO BY THE CITY ENC/NEER: 1. G4,lf.SBAO MIJNK:IPAl COO£ OATEO NOVEMBEH 2.J; 1!}91.. 2. STANCl4ROS FOR OESIGN .t CONSTR/ICTION OF Pll8UC IW?KS //,/PROVE1IENTS IN THE CITY OF C4RLS84a 1ggJ EIKllON. J. THIS SU OF PWts. I.. PWfNJNG. C()l,(J,(ISS/()N RES. MJ. 5402. 5. THE STANlW?fJ SPECIF/CJll/ONS FOR Pll8UC ~ CONSTR/ICTION (GREEN EKJOK). 6. SOli.S REPORT ANO REIX)l,(!.f£NC/4TIONS BY 1. THE SAN OIE(}(} REGION4/. SWHJ4RO ORAWIN(,S ANO AS U4Y BE l,l(J{)lflEI} BY THE CITY OF G4,lf.S8AO S~ LE(,£}{0 NOT£:· QI..W(TITIES SHOWN HEREON AR£ FOR BONO/NG PIIRPOSES ONL't. ACTU4/. C/llANTITIES U4Y W4R't. OfSCNIPTION STO. OWG. SYAIBOl OUANTITY SlJHJIYISK)N lJCJlJNlJ4HY. -....................... -...... ------- EXISTING CONTOIJH • • • • • • • • • • • • • • • • • • • • • • • • -----t"/0 -- PROl'OS£O CONlV/JR. • • • • • • • • • • • • • • • • • • • • • • • ____ , 10- EX/Sllf/G Sf'OT £l.£VATJON .. • • • • • • • • • • .. .. • .. • • .. .. • .--(75.8/ - EXISllNG flOWl/NE El£VATION. • • • • • • • • • • • • • • • • • • -ff{SL. FTNISH FLOOR El£VATIONS • • • • • • • • • • • • • • • • • • • • • TOP OF CfJRB/GllllER El.EVATION •••••.•........... fT:,70.0 85.6J TC • 85.IJ G flOWI.JNE BEVATION • • • • • • • • • • • • • • • • • • • • • • • f1N/SH£O GRNJE SPOT El£VATIONS • • • • • • • • • • • • • • • • • f1N/SH£O S/IRFACE SPOT El.EVA TIONS. • • • • • • • • • • • • • '° • 12• DIA. GRAT< /NIET PER NOS CAr.4lOG OR APPfl(Mf} £QIJA/.. 86.22 fl • 6• OIA GRAT£ INl£T PER NOS CAr.4lOG OR APPROVEO BJlll!l RETA/Nm W4l.l {TO BE 8/lllT UNO£R SEPARATE PERMIT} W - -M LEGAL DESCRIPTION: PARCEL 1: THAT Fml/ON OF l0T 71• OF RANa/0 AWA HEOJCWOA. IN THE (]TY OF C,f,1!~4 CO/INTY OF SAN 0£~ STAT< OF CAIJFa?NIA, AC<XWING TO PARTITION MAP lH£R£IT NO. 62.J; Fll£O IN THE CHIC£ CF THE COIINTY RECWJlR CF SAN O/ECO CO/INTf, NOVEMBEH 16, 1896, 0£sa?IBEO AS FCll0WS: BEGINNING AT THE EASTfRI. Y CORNER CF lOT 1 OF lERRAMAR //NIT NO. 1, ACCOROING TO THE IMP lH£R£IT NO. 2696, f1l£D IN lH£ CHIC£ OF THE COIINTY RECWJlR IT SAN O/ECO CO/INTY; THENCE SO/IT/i JO'J8'5o• EAST 100. 00 ffET': THENCE SOI/TH 59'21'10' WEST TO THE l,f£AN HIGH TIO£ llNE CF THE PACIFIC OCEAN; THENCE NORlHHESlfRI.. Y ALONG SA/0 l,f£AN HIGH TIO£ UN£ TO THE S0/11/fWESTERI. Y PROi.ClvGATION ANO SA/0 SO/llHEASTfRI.Y IJNE NfRT/i 59'2110• £AST TO THE POINT CF BEGINNING. PARCEL 2: lHAT Fml/ON OF lOT i(• OF RANC/IO AWA 1/EOKMJA, IN THE CITY OF C::W:sa-14 CO/INTY OF SAN OiEGl:! STAT< OF CAI./Fa?NIA, ACCfROING TO IMP THEREOF Na 82.J; f1l£D IN THE OfFJCE CF THE CO/INTY RECWJEN CF SAN OCCO CO/INTY, NO',tfJ,f8£H 16, 1896, AfmE PART/a/UiRI.Y O£Sr:Rl8£0 AS FW.0WS: BEGINNING AT A POINT ON THE SO/llHWESlfRI..Y Rl(}IT-OF-WAY llNE C::W:stJAO 80/llEVARO BEARING SO/llH JO'J5'5o' £AST TO A POINT 100.00 FEET fRCN THE l,IOST EAS!ERI.Y CORNER CF LOT I Or llRRAAfAH //NIT NO. 1, ACW?OING TO IMP THERECF NO. 2696 f1l£D IN THE cmcE CF THE CO/INTY R£CORfJER CF SAN OCCO CO/INTY, SA/0 POINT ALSO BEING THE TRI.IE POINT OF EIECINN~ THENCE CCWTIMJINC saJiH JO'J8'50' EAST, 60.00 FEET: lH£NCE LEAVING SA/0 SO/JTHKSTfRI.Y RKHT-CF-WAY /./NE, mm 59'2110. llfST, J16.67 ffET TO THE l,f£AN II/CH TIO£ llNE (F TH£ PACIFIC ~-lH£NCE NORTHllfSlfRI.. Y AlavG SA/0 l,f£AN H/fR TIO£ llNE NORlH -16'56'/Jo• HEST, 6220 FEET; THENCE lEA'r1NG SA/0 l,f£AN II/CH TIO£ lJNE, NfRTH 59i!1'to• EAST, J9J.01 FEET TO THE TRrJE POINT OF BEGINNING. PARCEL 2A: AN £AS£1,f£NT FfR /IM.fl,fJTED PEIJESTRIAN BEACH Aca:s:s" 01,fR lHAT Fml/ON AS SHOWN ANO Ol1.IN£ATED ON DH/9T •c• (F OOClll,l£NT R£C(RO£{) IJECEl,f8£R ~ 1!}91} AS FH£ NO. !J0--06-16015 CF CH1C/Al RECCK?OS ANO MAO£ PART lHERECF. DESIGNED BY: ll.Q, DATE: C~~TS DRAWN BY: B,()'D SCALE: AS SHQIIN PROJECT MGR.; G, Q'D, JOB ND.: 02-1().47 2710 loke,-Ave West Clvil Engineering ENGINEER OF WORK: Suite 1 DO Planning Car1sbad, Cc!ifornia 92008 Processing 760-931-7700 Surveying .£1-.. /"j'l),,.. DATE: ~rt;?, "' f-"ax: 760-931-8680 GE~,n'[ll.Y RC1i'.: 32014 EXP: 12131/Q.4 Ph NNI~DEPARTMENT APPROVAL 'AS BUil T' '1 /L DATr.: 9 /21 I 03 b'-"1, ,,{fl ta41 /Jla.d '4 toll (SIGIIEI>) (/_ IIICIIAEL I. ROI OOJJjJI PWOOIIG DIRIIL"l'OB RCF 32oZ'/ EXP. Jl-/J1/1z DATE cZ .;g ~ j7r f ,)o/()3 7 .,-- ~ED BY, (SIGIIID) RBCOWND!D BY: G,-~~(YIWII) iJ f/-' \}. tL,h --~i~ TOR ~ DAl I SH1ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT . &RAOING Pi.ANS FOIi: WALTERS R£S/0£NC£ C.o.P 02--56 APPROVED 4ef......,.r~~ ,'1.,,·QOYD B. HUBBS PE 23889 ~XPIRE'"i2-Jf:.05 CITY ENGINEER 9/~'tf.o3 DAE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL OATE INITIAL Or CAI.I RECORD FROM: CO/INTY OF SAN OIE(}(} NORlH COIINTY lfRTICAl CONlROl 0A TA ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: ffi= RVWD BY: · C.O.P. 02-56 413-5A ELEVATION: l.l11J DATUM: NCIO IT 1929 G•\JO:BS\2002\021047\02 ◄7G01.D\JG 09/18/2003 08105122 AH PDT XREFS: 0247G; 0247MAP; 0247SITE; 0247TP01 • . I ! / I I GRADING NOTES {IN AIJOfl70N TO lH£ R£()()/REMEMS OF CHAPTER 11.08 OF lH£ CARt.S840 WN/CIPAL COO£) 1. THIS Pf.AN SUPERS£fJ£S All OTH£H Pl.ANS PHEVIOiJSI.Y APPROVED 8Y TH£ CITY OF CARt.S840 R£G4IIOING CRAl)fNQ $OWN ON THIS SET OF Pf.ANS. 2. Affl'itlVAL OF THIS Pf.AN OOES NOT lESSEN CW fflE' ANY PORllON OF lH£ CARt.S840 MUNICIPAi. C()[J£, RESO/.l/llON OF CONOITIONAL APPROIW., CITY STANfW?OS OR OTH£H AOOlllONAL OOCWENTS USTllJ HER£ON AS l1l£Y U4Y PERTAIN TO THIS PR(JJ£CT. TH£ ENGINEER IN RESPONS!Bt.£ Cf/ARC£ SHAlL REVIS€ !HES£ Pl.ANS WHEN NON- CONFrJRM4NCE IS O/SCOVEJ?£/}. .I CITY Affl'itlVAL OF Pl.ANS OOES NOT REl.lM TH£ 0£VEJ.OPFJi'OR £NG/N£ER-{)f'-WORK FR0/,1 R£SPONSl8IIJTY FOR lHE OORRECllON OF ERRORS ANO 01,f/SSKJNS O/SCOV£REO 0/JRING CONSTRI./CllON. All Pf.AN REYISIONS SHAlL 8£ PROMPflY SVB/,f/TTEfJ TO TH£ CITY ENGINEER FOH Afflit'VAL. -1. A RIGHT-{)f'-W4Y P£RMfT FROM TH£ C1TY £NGIN£ER W1lL 8£ R£()(JIR£0 FOR ANY WORK IN TH£ PIJ8I.IC RIGHT OF W4Y. PRIOR Tl} P£RMfT ISS/JANCE; A CERTIFKXTE OF /NS(JRANC£ All/ST 8£ Fil.ED N4MING TH£ CITY OF CARt.S840 AS AN AOOITION4I. /NS(JRED ON lHE PERl,f/llE£'S POI.ICY IN TH£ MIN/WAI AAIOi/NT OF /1,000,000.(K) FCW EilClf ccctJRREJa OF I..IA8ll./TY. 111£ /NSlJIWIC£ CQMPM'Y WRfllNG 111£ POUCY W"8N'!f.1C'!!fmff iti«.ANO A SIZE CAlf(}ORY Q'" ClW VAS ESTA(Jl'ffl} 5. lJM.E$S EX£MPlll) 8Y SECllON J<J1.{b)5 OF lH£ iJNIFORAI 81111.0/NG C()[J£, RETAINING W4ll.S <XJTS« OF PIJ8I.IC RfJHT OF W4Y R£QIJIR£ SV'AR-1/l' P£RII/TS FR0/,1 lH£ 81111.0/NG OEPARTMENT. 6. NO WORK SHALL 8£ COMMENCEO UNT/l All PERMITS H41'E' 8£EN OBWN£0 FR0/,1 TH£ C1TY ANO OTHER APPROl'RIATF: ACENCIES. 7. Afflit'VAL OF !HES£ Pf.ANS 8Y TH£ CITY ENGINEER OOES NOT AUTHORIZE ANY WORK OR GRAOING TO BE P£RFORAIEO U!ffll. lH£ PROPERTY 0/YNFJ(S PERMISSION HAS 8£EN OBWN£0 ANO A ~ CRAIJIN(; P£RAIIT HAS 8£EN ISS(JfJ). 8. NO REVISIONS /Yll.L 8£ AIAI)£ TO !HES£ PLANS WITHOIIT TH£ /YRITT£N APPROl/4£ OF TH£ CITY ENGINEER, NOTF:O WITHIN TH£ REVISION Bt.OCK, ON TH£ APPI/OPRIA/l' SHEU OF TH£ Pl.ANS ANO T/fl£ SHlll 9. ORIGINAL DRAWINGS SHALL BECOME TH£ PROPERTY OF TH£ CITY UPON BEING Sl(;N£I) 8Y TH£ CITY £NGIN£ER. 10. TH£ ORIGINAL DRAWING SHALL 8£ REVISElJ Tl} REflECT AS-8/JN.T CONt:¥1/0NS 8Y TH£ ENGINEER-OF-WORK PRIOR TO FINAl. ACCEPTANCE OF TH£ WORK 8Y TH£ CITY. 11. ACCESS FOH RRE ANO OTHER EMERGENCY VEHICI.ES SHALL 8£ MA/NTAINEl} TO TH£ PROJECT SITE AT All TIMES OUR/NG CONSTRI./CllON. 12. /YH£R£ TRENCHES AR£ WITHIN CITY £ASlMlN1S, A SOK.S REPORT COMPRISlO OF: {A) SUMMAR'f SHEET. (8) IAIJ()~!VRY WORK SHmS ANO {C) COAIPACllON CURl£.S; SHAlL 8£ SUEJMITTF:O 8Y A PR!NSSJONAL ENGINEER OF TH£ STAil' OF C4/JFORNIA PRINCIPALLY 00/NG El/JS/NESS IN TH£ mo OF ltPPfJElJ SO/l.S MECIWvlCS. TH£ SO/l.S REPORT /Yll.L 8£ SU8MITT£O TO TH£ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING IJ4>S OF TH£ C01,(p(£llON OF mo TESTS. I.I A SO/l.S COAIPACllON REPORT ANO COMPlJ4NC£ 'r1J?/FICAllON R£CAROING AOHERENC£ TO REWMIIEN!J41/0NS Ol.lfl./NEJJ IN TH£ SON.S REPORT IS REQUIREO PRIOR Tl} TH£ ISSI.IANC£ OF A 8/JN.OING P£Rl,f/T, All CONTROl1EO GIW)fNG SHAlL 8£ OON£ /JNO£R TH£ PIRECllON OF A PROFFSSIONAI. 00/NEER OF TH£ STAil' OF C'I.IFORNIA PRINCIPAl..lY 00/NG 8/JSINESS IN TH£ mo OF ltPPfJElJ SO/l.S M£CHANJCS. All FHJ. OR f1/T1/R£ FHJ. AR£4S SHAlL 8£ CONSTRI./CTF:O IN AcrolOINC£ WITH TH£ CITY OF CARt.S840 STANIJ4RO SPECIFICAllONS ANO TH£ tARTHWORK SPECIFICAllONS' ATTACH£[} TO TH£ PREl.ll,f/NARY SON.S INVEST/CATION. IJ4N.Y mo COAIPACllON REPORTS /Yll.L 8£ SVB/,f/TTEfJ Tl} TH£ PROJECT INSPECTOR. I -1. A PRECQNSTRUCTKJN 1,1£ETIN(J SHA/.1 B£ HE1.D AT 111£ Sllf PR/ON TO 111£ BEG/NNIN(i Q'" WORK MO SHAil, BE ATTEN{)f{} 8Y All, REPRESENTATMS RfSPQNSIR(f EQ8 CONSTRUCllON, INSPECllON, S/JPEIMSKJN, lfSTINC MO ALL OlHE8 ASPECTS Of THf ..11!?8& TH£ CONTRACTOR SHALJ. XHEJJlll.E TH£ l,f£UING THRWGH TH£ PERl,f/T CIERK (f.JIJ-3891) AT t.£4ST FM{5) WORKING IJ4>S PRIOR TO START/NC CONSTRI./CTION. APPROVED DRAWINGS l,f(/$( 8£ AIWlABt.£ PRIOR Tl} SCH£Oll/./N(J. A COPt OF TH£ GRAPING P£RMfT /Yll.L 8£ PR0V!l)£f) 8Y TH£ PR(JJ£CT INSPECTOR AT TH£ l,f££TfN(J. 15. All tNSPECTKJN REOl/fSTS QTHE8 TH4N FQH PRECQNSTRIJCTKJN M£flTNC Will BE ffi 8k~ Jfffelr!JPJ:;JfsWftW&Rff;ffflf/5:fJe" ON 111£ ll4Y BEm?f 111£ INSP£C170N IS NmJEO, INSPECllONS IYll.L 8£ AIAI)£ TH£ NEXT WORK IJ4Y //MESS )f)(J R£QIJEST OTH£R/YIS£. R£QIJESTS AIAI)£ AFTER 2.-()(} P.M. /Yll.L 8£ SC!f£()(J(_£{} FOR TWO f1Jl1. WORK IJ4>S I.AlfR. 16. TH£ OWNER ANO/OR APPf.lCANT lHROUCH TH£ 0£VEJ.OPER ANIJ/CW CONTRACTOR SHALL fJESIGN, CONSfRl/CT ANO MAINTAIN All SltFfTY otWCB; INCl.(J(JfN(; SHORING, ANO SHALL 8£ SOI.ELY RESf'ONS!Bt.£ FOH CONFORMING TO All LOC41. STAil' ANO F£O£RAL SltFfTY ANO H£4/..TH S/MfWiru; I.A/YS ANO REGt/1.AllONS. 17. TH£ CONTRACTOR SHALL CONFORM TO 1.A80R CO()£ SECllON 6705 BY SlJ81,f/TTIN(; A OETAll. PIAN TO TH£ CITY 00/NEER ANO/OR CONC£RNE(} AGENCY SHOWING TH£ O£SIGN OF SHORING, EIR4CING SI.OPING OR OTHER PROVISIONS TO 8£ AIAI)£ OF WORKER PROTECllON FROM TH£ IWARO OF C4VING GROUNO 0/JRING TH£ D'ctY.<lllON OF SUCH TRENCH OR TRENCHES OR 0/JRING TH£ PIP£ INSTAl.l.AT/ON THEREIN. THIS PWf MUST 8£ PRfPMfl) FOR All TREJICHES f1VE Fm {5J OR !,((JR£ IN OEPTH ANO APPROVED 8Y TH£ CITY EN(;INEER ANO/OR CONC£RN£O AC£NCY PRIOR W D'ctmllON. If /Hf Pl.AN /Wi'/0' FROM /Hf SHORING S'ISTEJ,{ SWHJ4RQS ESTAIVSHEO 8Y 111£ CONSTRIJCTKJN SAFETY QROE8S. llll.f B r.41,lFORNIA A{)l,ltNISTRATM eta: 111£ Pl.AN SHAl1 Bf PREPARf{) BYA R£(llSTEREO ENGINEER AT 111£ CQNTBACTQBS EXP£NSt, A COPY OF TH£ OSHA D'ctY.<11/0N P£RMfT l,l(J$T 8£ SUEJMITTF:O Tl} TH£ INSP£CTOR PRIOR TO D'ctY.<ITION. 18. NO EJtAST/NG SHALL 8£ PlRFORll£lJ UNT/l A VAL.II) Bt.ASJINC P£RII/T HAS 8£EN OBTA/NE(} FR0/,1 TH£ CITY OF (;4/;f.584a SU8MfT APPIJCAllON FOH et.ASTIN(; P£Rl,fff /YEl.L IN AOVA'/a' OF TH£ et.AST/NG OPERA!lONS. 19. If ANY A@'i4@'.Q®4l RESQURCES ARf O/SCOVER£O WITHIN ANY WORK AR£A 0/JRING CONSTRUCTION, OPERATIONS WH,L CWl" tMMEJ)IAmY. ANO TH£ P£RMITTff IYll.L NOTIFY TH£ C1TY OOINEER. OPERATIONS /Yll.L NOT RESTART /JNTll. TH£ P£RII/TTEE HAS RECEMO WflfTTEN AUTHORIIY FROM TH£ CITY £NGIN£ER TO !)(} SU ~ All OPERAllONS CONPUCTEO ON TH£ SITE OR A()J4CfJ(T TH£R£TO. INCL.UP/NG /YARl,f/NG UP, REPAIR, Affl'Al. OlPARl1/R£ OR OPERAllON OF TRIICl<S, £ARTHAl()VING £QUIPMENT, CONSTRUCllON EQUIPMENT ANO ANY OTHER ASSOCIATF:O GIW)fNfJ EQUIPMENT SHAlL 8£ WTF:O TO THC PER/(){} 8£TW£EN 7.-00 A.M. ANO SUNSET EACH IJ4Y, W'i04Y lHR(J Fl?KJ4Y ANO NO &IRTHAl()VING OR GRAO/NG OPERAT/ONS SHALJ. 8£ CONOIJCTllJ ON WEFJ<EN()S OR fWQ4'1'S. (,4 UST OF CITY HOIJOA>S IS AIWlABt.£ AT TH£ 00/NEERING OEPARTl,f£Nf COi/NlfR.) 21. All, (ff-S/lf HAlll ROUTES SHAl1 BE S/J8MlllfQ 8Y 111£ CONTRACTOR TO 111£ CllY ENC/Nm? fQ8 AfflWC4l l7ff2 FIJl.l, WORKING ll4>S PRIOR TO BEGINNING Of lfQRX 22. 11,/P/JRT U4TER/Af. SHAlL 8£ OBWN£0 FROM, ANO W4Sll' U4TER/Af. SHALJ. 8£ O£POSffE{} AT A SITE APPR()V£() 8Y TH£ CITY £NC/NEF.R. 111£ CONTRACTOR SHAl1 8£ RESPQNSta,f FQH ANY OE8RIS 08 l'.l4,ff4ff OCCURRING Al.ONG 111£ H4lll. ROVTES OH AIJJ4CENT STREETS AS A RESIJI.T OC 111£ GRAIJINC OPERATION. 2.I 8RIISH SHAlL 8£ R£1,l()VED ONI.Y WITHIN TH£ A.WI TO 8£ (;RAf)£f). NO TREES AR£ TO 8£ REJ,f{)VED //MESS SP£C/flC4l.LY NOTF:O ON THE Pf.AN. CAIJTION II CONTRACTCW TO '.,f;R/FY TH£ EXACT lOCA TlON fF EXISTlNG (JlllJT1£S IN TH£ F7£/.0 PR/CR TO CONSTRfJCTla'-1! NOTE!! BECTRONIC OATA F7l£S AR£ FCR R£F£R£NC£ ONl Y ANO AR£ NOT TO 8£ (JS£0 FIR Ha?IZONTAl CW 271 0 Loker Ave. West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 2~. All AR£4S SHAlL 8£ CRAlJ£I) Tl} DRAIN. CRAPINC RESULT/NC IN TH£ PONO/NG OF W4TER IS NOT PER!.HTTED. Al..l &IRTHEN Slti4lES ANO lKTCHES SHALL H41'E' A MIN/1,//JAI ON£ PERCENT SI.OP£. 25. !HES£ Pf.ANS AR£ Sl/8J£CT TO A Sl(;N£I) ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROi. SHALJ. 8£ AS $0/YN ANO AS ltPPROVED 8Y TH£ CITY 00/NEER OR AS /)/R£CTF:O 8Y TH£ PROJECT INSPECTOR. 26. All SI.OPES SHAlL 8£ lR/1,/1,(£{) TO A FINISH GRAIJ£ TO PROO/JC£ A /JNIRJRAI SURFACE ANO CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT ANO OROERt.Y CONlJfflON. Al..l STONES, ROOTS OR OTHER O£BR/S SHALL 8£ RFJ.IOV£l} ANP ()JSl'()S£{) OF AT A SITE APPROVED OF 8Y TH£ CITY ENGINEER. 27. All SI.OPES SHALL 8£ ~T£0, STABN.IZEO, Pf.ANTF:O ANO/OR HYfJROS£E{)£l) WITHIN TEN {10) Q4>$ OF TH£ TIM£ IYH£N .f&li SI.OP£ IS 8ROUCHT TO GRADE AS SHOWN ON TH£ APPROVED GIW)fNtJ Pl.ANS. 28. l.ANOSCAPING SHALL 8£ ACCOMPl.lSH£{} ON All SI.OPES ANO PAOS AS R£Q//IR£0 8Y TH£ CITY OF CARt.S840 lANOSCAP£ IMM.W., TH£ t.ANPSC4PINC PLANS FOR THIS PROJECT, ORA/YING No. «JJ-#. ANO/OR AS IJIRECTF:O 8Y TH£ CITY ENGINEER OR Pf.ANN/NC !)/RECTOR. 29. TH£ OWNER/APPUCANT SHALL INSURE THAT All CONTRACTORS SHALL C()()RO!Mll' TH£ WORK OF !HES£ GRAPING Pf.ANS IYflH THAT SHOWN ON 80TH TH£ lANOSCAP£ ANO IRRIG41ION Pl.ANS ANO TH£ IAfPRrMNENT Pl.ANS AS R£QU/R£(} FOR THIS /lfJRK IN ~ IYflH TH£ lANOSCAP£ IIANIJAl. TIM£ R£QUIR£AIENTS. Jo. STORM DRAIN PIP£ SHALL 8£ R£INFORCElJ CONCRETE PIPE IYflH A MIN/II/JAi 1/T/lJZED PROVKJ£O OEPTH IS LESS THAN 15 FEET ANP B4CKF/lJ.E/J IYflH _y~• ROCK 0-LCWJ OF 1,J50. FOR PRl'tA/l' SlORI,/ PIWN PIPES, UP TO 15' M U4Y 8£ PER SORSO s-, TYPE t'' ANO PIP£ f,(££JS AST/I STANtW?O ~ FOR SOR J5 SOiJIJ W4ll PIP£ J1. /YH£R£ AN EXIST/NC PIP£ UN£ IS TO 8£ A84NOONE1) AS A RESIJI..T OF TH£ GRAO/NG OPERATION, IT SHALJ. 8£ RFJ.IOV£l} WITHIN TWENTY FEET OF 8/Jl{J)/N(; OR STREU AR£4S ANO REPf.AC£O IYflH PROPERI..Y COIIPACTF:O SON.s. IN OTHER AR£4S TH£ PIP£ /Ylll 8£ PI..IIGG£lJ IYflH CONCR£TF: OR R£1,l()VED AS APPR()V£() 8Y TH£ OITY ENGINEER TH£ CITY OOINEER. J2. TH£ CONTRACTOR SHAlL VER/Ft TH£ LOC41ION OF All EXIST/NC FAC/l/T/£S {,4901,f' CR()IJNf) ANO IJNf)£H CR()IJN{)) WITHIN TH£ PROJECT SITE SUFFICIEJfll.Y AHE'AI) OF GRAPING TO P£Rl,fff TH£ REVISION OF TH£ 61WJ/NG Pf.ANS IF IT IS FWNO THAT TH£ ACTl/Af. LOC41/0NS AR£ IN CONFUCT IYflH TH£ PROPOSElJ /lfJRK. JJ. TH£ CONTRACT& SHALJ. NOTIFY AFFECTF:O /11/lJTY COIIPANIES {SEE 8£l.OIY) AT l.£AST 2 f1Jl1. WORKING IJ4>S PRIOR TO STARTING GRAPING NEAR THBR FAC/lfllES ANO SHAlL COOR!)fMTF: TH£ WORK WITH A COIIPANY REPRESENTAM. /JN{)£R(;R(J/JN/) SERVICE AI.ERT 1-800--122-nJJ SOC,t£ {160)f.J8-6200 PACIFIC 8£1L (619)"89-J#1 Af)llJ'HfA COl,(Af/JN/CAT/ONS {7_60}9J1-7000 CITY OF CARlSB40 {STRmS .t STORM DRAIN) (760)602-2720 CITY OF CARI.S840 (SEWER, W4TER ANO {760)f.J8-2722 RECWllm WATER) J/.. P£Rl,fff COMPI..JANC£ R£QUIR£MEJITS: A. fQ8 CONTROllm <ft}I_NG-TH£ APPL/CANT HIRES A CMt. ENGIN££R. SOll.S ENC/MIR, ANO. 'OR G£()l.XJST 1Q GIVE TECHNICAL APl1t'E; 08S£li'r'E ANO CONTROL TH£ WORK IN PROGRESS [11.08.17(){8)] CARt.S840 l,f/JN/C/PAL C(X)£. 8. PRIOR TO RNA/. APffl2W. Q'"A GRAIJING P£RMIT-TH£ FOlLOWING REPORTS l,l(J$T 8£ SU8MITmJ TO TH£ CITY £NGIN£ER I« TH£ PROJECT INSPECTOR. [11.08. 190 {8)] CARt.S840 WN/CIPAL COP£: {1) FINAL REPORT 8Y SUPlJMSING CRAl)ING 00/NEER STATING All GRAPING IS COIIPWf', All £ROS/ON C0NTR<X.. SI.OP£ Pf.ANTING ANO IRR/G41ION AR£ /NSTAI.I.El} IN CONFORIIANC£ IYflH CITY CO()£ ANO TH£ APPROVED Pl.ANS {OBTAIN SAMPLE OF COIIPI.J4NC£ 1.ETll'R FROM CITY ENG/N£ERING OlPART/,fO(l). (2) AS-8/JN.T C/WJING Pf.AN. {J) REPORT FROM TH£ SOllS EN6/N£ER, WHICH /NCLIJ[)£S R£COl,(l,ff:N{) SOIL EIEARING CAPACIT/£S, A STATEMENT AS TO TH£ EXPANSIVE QUAI.JTY OF TH£ SOK., ANO SIJl,fl,fAR/ES OF RB1J ANO I.ABOR4TVRY TESTS. TH£ REPORT SHALJ. ALSO /NCLIJ[)£ A STATEMENT 8Y TH£ SON.S ENGINEER THAT TH£ 61WJ/NG WAS IJON£ IN~ /YfT/1 TH£ R£Q///REMENTS ANO RaXJWCNlJ4llONS 0/JlllNE(} IN TH£ PREUMINARY SOILS REPORT ANO ANY SUPPl.[l,([!{1S lH£R£TO. {4) REPORT IYflH AS-8/JILT 6£0i.OG/C Pf.AN. IF R£QIJIR£0 8Y TH£ CITY. J5. /JNlESS A CRAl)fNQ P£RII/T FOR THIS PROJECT IS ISS/1£.D WITHIN ON£ (1) YFAR AFTER TH£ CITY ENGINEER'S APPR01(4l, lH£S£ Pl.ANS U4Y 8£ RlQUIREO lQ 9f RESt)(Jl,(ITT!l) FOR f'tAWHfCK. PWK:H£CK FEC$ Wlt.L 8£ R£(}///R£0 FOR ANY SUCH RECHECK. J6. TH£ SOll.S REPORT l/Tl.Ef) "UPtWlD GEOTEC/fNJC41. INVESTIG4lJON v7llA6l' 8Y TH£ S&t' R£S/O£NTIAl 0£VEJ.OPl,f£Jff, 27()(} CARt.SB40 iauY~ CARt.584.a C4l.lFORN/A PR£PAR£!) 8Y NORCAI. ENC/NEERING IJ4TF:O APRIi. l( 2002 SHAlL 8£ CONSHJEREO AS A PART OF THIS GRAPING Pf.AN. All CRAl)fNQ SHALL 8£ OON£ IN~ IYflH TH£ RECOMMENOAT/ONS ANO SPECIFICATIONS CONTA!Nm IN S4I{} SON.S REPORT. DESIGNED BY: ~G.0~--~ DATE: JJNE 2003 "AS-BUILT " Civil Engineering Planning Processing Surveying DRAWN BY: B.O'D SCALE: AS SHOWN PROJECT MGR.• G. O'D. JOB NO.: 02-1047 1------------------1 P.E.3u,1y EXP.11/Tfhl. ENGINEER OF WORK: REVI ':WED BY: I~ ,, ~, {.,\ ,,:--z,_ ,, /tJ './?a., DATE: '1//?fe.J '-J ,,,,,_d,4 :t11// DATE '.,fR TlCAl SUR'tEY CONTRa. c_ _____________ L....:GE::::0:::.IRGE=,··uc=c•-=~.::.IY_--cfr,l'-----'RC=E:c......:'3::::l:!0::.;'1c.:.4-1...;;IN.;.:!!1"ittfOR (. I/ ~ 'I 1i211 DATE BENCHMARK: DESCRIPTION: BRASS DISC 'OC 151 1968' LOCATION: 158 FEET Na?TH (£ TH£ INTERS£C1J<h OF CANN(¥-I ROAfJ ANO RA/1.ROAO CROSS/NC 6 FEET IIEST CT TH£ £ASTE.RI.. Y RIGHT OF WAY RECORD FROM: COUNTY CT SAN O/£GO NORTH COUNTY '.£RT/CAl. txWTRa. PA TA ELEVATION: 4J. ffl DAlUM: N(;l,f) OF 1929 ~ CITY OF CARI.SHAD I SHEBETS I l------l--+------------------11-----+---+----+--i L..l_j ENGINEERING DEPARTMENT l------l--+------------------11-----+---+----+--i /t\ DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PUNS FOIi: WALTERS H£S/0£NC£ APPROVED A -~ · • ' ~ ..,;..,f 11.0YO B. HUBBS PE 238W EXP~ES 12-31-05 Cln' ENGINEER DWN BY: ---,----,-----1 PROJECT NO. CHKD BY:---... RVWD BY: ~ '\. C.0,P, 02-56 G1\JOBS\2002\021047\0247G02.DWG 09/18/2003 02144141 PM PDT XREFS: 0247G C.O.P 02-54 q/-, DAT!". DRAWING NO. 413-5A 7 \ ·, 101403 ; \ I l::'cct:'c'-lFFf'.F±:'cc'lFc'tc"·'·:._c·. -E'"c:'iccFEFtF'l:Fc'iecFf'cc±FcclFFEF±Fcl'c'c'"FFFF _'.:_ _·_:_ ~_:::.:_ ~ •~ =0F FcctE£fc;£££''~¼ctc_ .. =,_ l=FEF."_F0£, ,'1:1, •. ~ ,::•; ,, :.-:···--?:-4-·:..' :?,::-.'.- F'E'-Ec'f:=f=cl':-FEE£±=f,=,,t+='fc='f_'--:.,,. >2,, ~-'" ::..-.; ".''~ Fc+=i='-4'"--i=.",F_.:-c: .. "1. i=t"'-1:-C,:_~'!-~--_'i-~1&~-,.::;,.;.;4;;ccf,,F_ ~-~,FC.f'=f::~c.:--::..F_Ff-::;;;_-:i·-'f-=t=:'+i=F_FF0F_:.·'::.·_"1. c:: cccE"Eccr~~Ec't"CcJ~Ex3~F"'3~E£c-'f~~-EcF'', ---'' ,,, 2710 Loker Ave. West Suite 100 Carlsbad, California 92008 760-9.31-7700 Fox: 760 931 8680 ....,. ,., . -- ~ s Civil Engineering Planning Processing Surveying ir9~.--~-~ '." .- DESIGNED BY: ~G~.O~. __ B.o'D DRAWN BY:----- PROJECT MGR.~: _,G~ • .,,O_,'O~. _ ENGINEER OF WORK: I --f--- ·.:c::. ;_':~: :_ --~_:__1---·:·_·+---t--l--+~-+ ~~---~-·· ,.---:;:-.. :, :;:;;- -~ ,_. -~--· ~+• •j-•-·.:--· i:,_:, r;~_'::: -----~ ---r--~-" .::.-:;:;-----= _-_+--+-- .. 1--,-.- »·•: ~::: --r ·-·· -"" ._,.,.. ·--,.-<" --~-~-.... =~:':". :::·. ···,C-':c . ·-__ ,. ::-;~_'._' r:::~--- C :j:ccc+·"'-''' f'.;;_;+::cc.i--=j:c;;,;+='lc;;'-F=+"''+="'F"'+cc+-+--t--,l--+--+--,-· -:::..:,-::::::.:_ .,,, DATE: JUNE 2003 SCALE: AS SHOWN JOB NO,: 02-1047 DATE: 9 41;:>A),J RCE: /' 3lll14 -:.:::::+~~ ~.::--_ ,, ___ •• i,...-.... -·· "" .,. "" 1----· --.,. -• >. • ---· -·--I----I---I----- ·i-::.:·:: .. ~., ------I>-.. "AS-BUILT " REVIEWED BY; - l'J), 11.b. TOR (., ,or..d.t.f, µ1/ DATE BENCHMARK: DESCRIPTION: BRASS 0/SC 'X 151 1968' LOCATION: 156 FEET NCWTH Of' lll£ !NlENSECl/ON Of' CANN(Ji Ra4IJ ANO RAllJ?OAO CROSS/NC 6 FEET ltEST Of' lll£ EASTEli't. Y RIGHT Of' WAY RECORD FROM: CWNTY Of' SANO/EGO NmTH CWNTY 1-fRllCAl CXKVTRCi. DA TA ELEVATION: ~UJ DATUM: fl&',1} Of' 1929 W'LYROW J2' ElJC£ Of' PAVEMENT wzy ROW 2' 5' - J.5' NON-RETAIN/NC IMSONR't WALL~ , J' RETAINING WALL~ H4NO SET ROCK (0.5-1.0 FT') FACINC~ ,..; A~r 'Ii aw ' ' P. C.C. S/0£W4lK 50' I ~I 50' I ~11 I I 18' I I J2' t,,l I I I : I I :f2% ======*=t=~--== ·~ ------+-+ -------!:: AC. PAVEMENT TYPICAL SECTION EXISTING CARLSBAD BLVD. J7' 6' ct/RB it GIJTTER ---- 0 Slif 28+00 NOSC4LE I f I I I I I I I l -.L=R Jl' ------- 6' ct/RB it Gi/TT£R 6' C/JR8 5• AC OV£R 6'ACG 845£ E'lYROW 18' £'LY ROW 5' 2' - " TYPICAL SECTION FUTURE CARLSBAD BLVD. ALTERNATIVE NO, I DWG .J.Jl-7 SHEET 8 0 S1if 29+()(} N()S('.l,{E 12· ' ' TOP Of' GRATE it fl.0/WJNE ~ EllYATIONS ARE SHOWN ON P!ANS \ ,,-. /,-12• ROUND GRATE it C4Tr:H B4S/N PER ( / NOS C4TAlX OH APPROW £Qll4l DETAIL; VARl4lli /JlPTH C AMPTER 12" DIAMETER GRATE INLET ct CATCH BASIN NO SC4lE 1----+--J-----------------J---+----t--+----i I S3ET I CITY OF CARISBAD I SHBTS I ENGINEERING DEPARTMENT CHAO/N(J Pl.ANS FOIi: WALTERS HESIOENCE C.O.P 02-56 APPROVED l---l---+----------------1----t--+--+---l~;~Ed!-~~~ E~~~;~,.1rlfc~(1)1)E~G1%u~~ -9,{~fr-2 DATE INITIAL ENGINEER OF WORK REVISION OWN BY: DATE INITIAL DATE INITIAL BY: DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKO RYWO BY: G,\ JDBS\2002\02104 7\024 7G03.D'w'G 09/18/2003 XREFS: 0247G 02:45132 PM PDT PROJECT NO, DRAWING NO. C.O.P. 02-56 413-5A 7 w g, 00 I ~ ~ w I (J1 )> .-------- OfESS/ t; 8 NO. 3201 ~ EXP. 12/31/ * '!_>,i, PIVI\. \ -----,_;;,-----~-, ' \, . \ 2710 Loker Ave. West Suite 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying .• ~-Lor 4, Lor 3 Lor 2 . ;l20.40' RECGWJ BEARING .t OISTltNCE PER -=-~=~~:=::~-~:=-~~=~-=-~-~:=-;.=-= ;* ,,ADJ, PLAi1 ; \ \ . flO,$, ii2!Jr; Ci!JJl!F!CA 1£ OF COMP'-"'·,. 'Al RE!J()RDED JVNE 18, \f!J8 !NST,\No, 87-84084! Oil . . . ' \ : ---,----\---t- 1/MJMITEO PE0£SlRfAJ/, BEACH Aa:ru-_ 0~ ~ T POHTldf PER '5 REIXWOEO 0£CEJ,1£8(R ~ 1990. 'APPROXIMA!f Lrx:Alld( SHO \ . . --- DESIGNED BY: G.0. DATE: JJNE 2003 DRAWN BY: ~B=.o~·o~--SCALE: >S SHOWN PROJECT MGR.· G. o·o. JOB NO.: 02-1047 "AS-BUILT /.~i,Jl, a.~ P E sZP~ E;:;llf/a. ENGINEER OF WORK: REVIEWED BY: DATE: RCE: ~~ a.t. IN 7> ( \ l, ____ ., ---\ I I ----- // =::c~-:n'v' ; ' ··tor 2\ 1WAP:··sa1i~. " BENCHMARK: DESCRIPTION: BRASS 0/SC "X 151 1968" dwd,4~1 LOCATION: 156 FEET Nt:Rllf CF lH£ !Nl!RS£Cl](W fF CANNON ROAO ANO RAIi.ROAD CROSSING DATE 6 mr HCST CF THE £ASlfRI.Y R!GHTfF WAY COUNTY r:F S1I/ 0/EGO NCRTH COUNTY y\.t 'l 2.c!IA RECORD FROM: 1£RllCAl ca-lmot. 0A TA o..<TE ELEVATION: -IJ.1fl DATUM: N(;',f) r:F 1929 DATE . ,' .I INITIAL ENGINEER OF WORK I It\ ca J s • g u, IT] i Z' (/] . ,r;i :iJ l s ' \+ I <+··= tc·1 :J I I I I I I \ DATE JNJTIAL DATE 0 )> ~ OJ )> 0 OJ § INJTIAL 20' -----10 40' SCALE: 1 • = 20' I S4ET I CITY OF CARI.SHAD I SHBTS I ENGINEERING DEPARTMENT G//AOINO PUNS FON: WALTERS H£S/0£NC£ C.O.P 02-56 APPROVED • ~_.,fr.,; .., -~~,6i,/4 LlOYD B. HUBBS PE 2 ' EX ES 12-31-05 CITY ENGINEER DAT DWN BY: PROJECT NO. DRAWING NO. CHKD BY:_-~. C.O.P. 02-56 413-5A REVISION DESCRIPTION CllY APPROVAL RVWD BY: ,,,.m ·" OTHER APPROVAL G1\JOBS\2002\021047\0247G04,D\,,IG 09/18/2003 03127128 PM PDT XREFS: 0247G; 0247MAP: 0247SITE; 02471P01 / ~ ~ I -il: ---------- - -------- 50 --------------------- - - - ------------~ - 40 L / -------------------- 30 / - 20 / _,,,-/ - ------------------------ 1 0 / --I 0 ------------------------- ---------- ~ ~ I il: 50 -- 40 ~-- I / 30 , I -------------- 20 ~ --------- / -1 0 -------------------F - 0 -------------- ------------------------. -···------· . --· ,.,,,., . -- ------------------ ----- ~ I - 50 •---' • FF~ -1275 i:Z ,,. 40 ~ I-----. --------_, ------------. ---------- 130 / -- / - I 70 -----.. -.. ·-. -------~-- ------- -f -------. ~-.. " ---. --- ----- 1 0 ---- - - , 0 -------------- ------- "AS-BUILT " C~~T G.O. JUNE 2003 ~~ESSt~ DESIGNED BY: DATE: DRAWN BY: B.O'D SCALE: AS SHOWN Li~fAerJ~ ~ 04,)' i G. Q'O. JOB NO.: 02-10-47 t'JbrL41~?,NI PROJECT MGR.: ., -s P.E. :!20! E~'¢y1?. DATE -NO. 32014 -z. ~ EXP. 12/31 /04 $ 2710 Loker Ave. West CMt Engineering ENGINEE;R OF WORK: * * Suite 100 P!onning REVIEWED BY: Carlsbad, California 92006 Processing (/ 1) r1 .l ~~ Plv11.-~'t-760-931-7700 Surveying ho,,~ /'t'.'/J~-l1•1 'ff uiL-1 Fax: 760 931 8680 DATE: ?i~j -OF r>,.l\~ -'DAY ,,{ INSJI i'ITOR I RCE: 3 14 DAE V ~ .._. ~ PROf'OSHJ RETAINING WALL _J <l' ~~ ,.,--_£XJSr. WALL TO BE REMOVED 'P <t' 2X 7 --- ( -50 ,._ ------;,.---, -V-. ..,.. ,.._ -,,. "H FF= -1275' " ; ~no z ,,~ I EXISiJiic -·.:.:_ -· ·r .../ _J -40 ---------------- ----- --------------------------------- - ----- SECTION A-A SCALE N IKHZ: ,. = 20' ',!RT: 1 • a 2fJ' ,, , -BASfNENf----_, , ,: FF= P.15 ---"'= £XJSrm-., ., ., ., ., . ---- - ----------------- - ------------- SECTION 8-8 SCALE N IKlrfZ: t" a 20' ',!RT: 1• a 20' I ----------------- ~EX/SI w; GRO/JNf} _IL_ -,~ .,. :✓ ,,. ,,. ' ------PROPOSEO GROUND --- --------- --- ------------------------- SECTION c-c SCALE N IKHZ: ,. = 20' ',!RT: 1• a 20' BENCHMARK: DESCRIPTION: BHASS 0/SC 'OC 151 1968' LOCATION: 156 FEET NORlH CF THE /NllJ?SECllON CF CANNal ROAO ANO RAH.ROAD CROSSING 6 ffET llfST (F THE EASTERI.Y R/CHT fY WAY RECORD FROM: COUNTY (F SAN 0/ECO Na?TH COUNTY DATE INITIAL ',!RT/CAi. <XWTT?a. 0A TA ELEVATION: fl.1-#J DATUM: #6',f} CF 1929 ENGINEER Of WORK --- 30 --- - - -----l -------- -- 20 1 0 ---------- --------0 c- ~ ~ ~ t ~ PRfPOSEO RETAINING WALL----..., 'f 'f 2X -50 40 • 30 I 70 ---------------------1 0 c 0 ------------- ~ ~ i __ EXIS~ RETAINING ;All~ J ,~ <;>;~ ""/ ~ 2Jt-- ---I✓✓✓✓✓ -✓✓✓✓ c -----I ------I f ---- -------------- - ------ - ---------------------------- /1\ REVISION DESCRIPTION 50 40 ,30 2(J 1 0 0 I SHST I CITY OF CARIBBAD I SHBTS I -ENGINEERING DEPARTMENT GRADING Pl.ANS FOR: WALTERS HES/DENCE C.(}.P 02-56 APPROVED ~ ~~• f &(t ILOYD B. HUBBS 1~~ PE 2 EXPI~ 12-31-05 CITY ENGINEER D E DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE 1NJTJAL .i;~ CHKD BY: C.O.P. 02-56 413-SA OTHER APPROVAL CITY APPROVAL RVWD BY: G•\JDBS\2002\021047\0247G05.D\,'G 09/18/2003 02,47,35 PM PDT XREFS: 0247PRO; 0247G 'i I r I I ' -- L <, j 10140 . \ i -Ai \ 0 CJ 01 z (JI 01 GJ 7J 0 C z cJ 0 0 -<.. 01 70. \ \ \ \ '; J.5' NON-RETMIINC MASONRY WAl1 J' RETAIN/NC WAl1 H4NO SET ROCK (0.5-1.0 FTJ) FACIN(; / ...1L CAR/.$840 a:ia 'o-o' 75 flF"' ~2.55 · c -- EXISTING H()(JSE l. TO 8£ RE'MOW -\-\12 ·,..) _L IT= ~1.15 11.29 T!J. (40.15 fl) ;ct-'\W~~- ?' ,, . ~ " ·; .. '.~, . . . ' .. . . •, , ' 7 ~ ; ' ; -'! /-·-,J!lf/R, . . . ;,. .. ' . ' .... -- ~ • •• • K I . - -. - !{~ ~7.75 (BASEIIENrf{= Jl.75} -. •. ·~ .. ~~-'=:~,:,,-=·~""' '-./ -·"' ';\ \;, . ... "•··-' "AS.-BV.· ILT-· .. "• ____......._ C EXIST/NIJ ~ . -------- ..:.::::---.~ . -. ----... - - --~ : . . -. • <. ~ \ . ··.';,.-.. ~ ~<9. •• --. .. . :.- . \ __ h -·-'r/1,~>·= · · - ~ _.-(I/. --~:. ---. -~·-: .-:_ . .. -. . .. . . - -. ,,. . ·. .,.,.._,, ·----~ .·· -"-~ . . : --. -- \ ... l .• -. .. . .. .. ; ·- • j-• • • 'rr:H BASIN:'.· -... · ... . . >( . ·._ . · ... / . ~ ... -. . . l ~•-••• BENCHMARK: £$JGNEO BY: G.0.. . . .. DATE: JUNE 2003 , R.1.WN BY: B.O'D \,,. SCAL~. >S SHOWN ft / :. DESCRIPTION: BRASS OISC •oc 151 1968' NO SCA/I 1-: ~-----------•3 N0.-32~ ~L.L~~c~o~~N=="S'="'=,!cg~~~~'c± i\! EXP. 12/31/04 £ ~' ECT MGR.: G. o·c►.~~-JOB No~·:· 02,-1047 /...:u,-..f="'.,ff-•'/Jaq.\ ma«Hi.?tVI lOCATlON: 156 FEET MRlll fT 01£ IN!ERSECPQV · , / ,d, . , rF CANNCN ROAfJ ANO RAH.ROAD CROSS/NC J:-t-±-======"=:"'::::--====="::[.l:"P'.t.Ec._. _;'i,~t'o.~ If./ EXP. 73//Z. DAT_E __ ,.__ _____ ~8--=EFF=-lmltFSCJ.LT OC JJJ£ £ASJERJ.Y * * ~~ Jl/VI\. ,~"t- OF CAl..l~w-~ 2710 Loker Ave. West Suite 100 Carlsbad, Ca1ifomia 92008 760-931-7700 F'ax; 760-931-8680 Civil Engineering Planning Processing Surveyin-1 ENGINEER OF WORK: REVIEWED BY: DATE: RCE: RECORD FROM: ELEVATION: Rl6HTfT WAY CO/INTY CF SAN 01£00 NORTH CO/INTY VER llCAl. CONTRC¥. OA lil /J. UJ DATUM: NG'IO (F 1!129 DATE INITIAL ENGINEER OF WORK BLD FO ---- .. . :·:-"----. :·-· . , ' ·--. ... - - -. i Fl ~·•-•"_ REVISION DESCRIPTION DATE JNfflAL DATE JNITIAL OTHER APPROVAL CITY APPROVAL I \ D' ( 50' \ I I_-OA >1WT llNE I I \ r I J'f I ,.,-' ,,·' TE: o· ; I I \ I • I l • I I\ I I 20' s SEHER ANO WA 1E.R lERAl lOCA l/ONS ME Affli'O)ftlA ic.\ ! TRACTUH TO flE1D VERIFY ·r·· ! er lOCAllON DA rtn(T UN£ i l I I I I 1 I l I I I I I I 1 I I I ~ I \ i\ -\-Sso ! )> ff] f I I I I I I I I \ I t ,..')~ <1 I I I I I I I I I I I PJ.4NS FOR: WALTERS RESIDENCE C.O.P 02-58 APPRO ED • ' ,1,/'l LLOYD B. UBBS ~ 'o3 S 12-31-05 CITY ENGINEER DATE OWN BY: ___ , CHKD BY:~ RVWD BY:~ PROJECT NO. C.O.P. 02-56 .__ _______ __. DRAWING NO. 41.J-5A G,\JOBS\2002\021047\0247G06.Dw'G 09/18/2003 02•48•17 PM PDT XREFS: 0247MAP; 0247SITE; 0247G; 0247TP01; 0247-7\Jll 7 / I - EROSION CONTROL NOTES 1. IN CASE' E'ME'RGE'NCY WMK IS RE'OUIRE'D,CONTACT AARON GAL.AUDIT AT (310) 345-3621 (PHONE NUMBER) 2. E'QUIPMENT' AND WORKE'RS FOR E'ME'RGE'NCY WORK SHALL BE' MADE' AVAIL.ABLE AT ALL TIME'S DURING THE RAINY SEASON. ALL NECE'SSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICE'S SHOWN ON PL.ANS SHALL NOT BE MOVED OR MOD/RED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONmACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1V WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. TH£ CDNffiAC1VR SHALL INSTALL ADDmONAL EROSION CONTROL MEASURE'S AS MAY BE REQUIRED BY THE CITY ENG/NEE:R DUE TO UNCOMPLETED GRADING OP£RATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CDNffiACWR SHALL BE RE'SPONSIBLE AND SHALL TAKE NE'CESSARY PRECAUTIONS TO PRE'VENT PUBLIC TRE'SPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDmON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PL.AN SHALL BE INCORPORATED HEREON. a. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING W\Y. 9. ALL REMOVABLE PROTECTIVE: DEVICES SHOWN SHALL BE IN PL.ACE AT THE END OF EACH WORKING W\Y WHEN THE RVE (5) W\Y RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT' (40%). SILT AND OTHE'k DEBRIS SHALL BE RE'MOVED AFTER E'ACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WfTH 3/4 INCH MINIMUM AGGREGRATE. l l. SHOULD GERMINATION OF HYDROSffDED SLO~ FAIL 1V PROVIDE' EFFE:CTtVE: COVERAGE OF GRADED SLOPES (90% COVE'RAGE') PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORW\NCE WfTH SECTION 35.023 OF THE E'ROS/ON AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT' OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT' AND TEMPORARY EROSION CONTROL PL.ANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE' STANWIRD SPECIRCATIONS AND THE FOLLOWING: HYDROSEEDING SHALL BE' APPLIED 1V: 1. ALL SLOPES THAT ARE GRADE'D 6: 1 (HORIZONTAL TO VERTICAL) OR STE'E'PER WHEN THEY ARE: a. THREE FE:ET DR MORE IN HEIGHT AND ADJACE'NT TO A PUBUC WALL DR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. ARE"AS GRADED R.ATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDmONs EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUC710N OR GENERAL LANDSCAPING) WfTHIN 60 W\YS OF kOUGH GRADING. b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDmoN /DENT/RED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATF:D IN ACCORW\NCE WITH THE FOLLOWING CRITERIA: C. D. E. 1. ALL SLOPES THAT ARE GRADED 6:1 OR SiEEPER AND THAT ARE: a. THRIT TO EIGHT FEIT IN HEIGHT SHALL BE' /RR/GA TF:D BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTF:M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEIT IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM Of" LOW PRECIPfrATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR ro HYDROSEEDING. THE DEVELOPER SHALL SUBMrr A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/RC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE' MOISTIJRE' LE'VEL OF THE: SOIL AT THE OPTIMUM LE'VEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEE:D 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 CAL/FORN/CA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. 3 lbs. PER ACRE OF AL YSSUM (CARPE:T OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPl«JLECA g. ntMS c,d,e, AND f OF THIS SUBSECTION WIY BE OMrrTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE' FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGE'N FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEED/NG. i. ALL SEED WITER/ALS SHALL BE' mANSPORTF:D 1V THE JOBS/TE IN UNOPENED CONTAINERS WfTH THE CALJFORNIA DEPARTMENT OF FOOD AND AGRICULTURE: CERTIRCATION TAG ATTACHED ro, OR PRINTED ON SAID CONTAINERS. ]. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED 1V THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONffiACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE:. TYPE: 6 MULCH (STRAW) MAY BE' SUBSTITUTE:D, ALL OR PART. FDR HYDRAULICALLY APPLIED FIBE:R MATERIAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHAN/CALL Y PUNCHING NO LESS THAN 50% OF TH£ STRAW /NW THE SOIL. 3. FE:RTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATF:, 16-20-0, WfTH 15% SULPHUR APPLIED AT THE RA TF: OF 500 lbs. PER ACRE:. AREAS ro BE HYDROSEEDED SHALL BE PREPARED PRIOR ro HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. mACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUffiCIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDmON/NG THE SOILS SO THAT IT IS SUfrABLE FOR PL.ANTING BY: a. ADJUSTING THE SURFACE' SOIL MOISTURE' TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LE'ACHING OR COVERING SALINE SOILS ro PROVIDED VIABLE CONDmONS FOR GROWTH. HYDROSffDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PE:RMANENTL Y LANDSCAPED OR, FOR AREAS WHERE' HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PUBLIC R1GHT- OF-WAY w_t ;;: •cae'J,gj, _1,,,------,,,-11,---11n11=::1 CIICll[Jl1 E'X/STING GROUND _l_ H'MIN. T fflQFll£ PU8L/C RIGHT-OF-WAY PROVIDE' APPROPR/A TRANSITION BEJWE'£N STABIUZED CONSTRUCTION ENTRANCE: AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE TI;-)TI~ll 111 Ill 11 --= ,,~ITT~ll~IT ,,I,,, ,,, ,,-! ,-,, -,-4• VER71CAL. FACr fllBfPM/G "ETA/&. ANGLE flRST STME rowARO PREVIOUSLY LAID 8ALE ----,o fl.OW--► -~ WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-&\RS,STffl. PICl<US,OR 2"X 2" STAl<tS 1 1/2' TO 2' IN GROUND ANCHORING DE:TJJL • DRAINAGE' ARE:A LESS 7flAN 1 ACRE STRAW BALE DIKE 1. SE'T POSTS AND E'XCAVA1E A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ~ ,-----. ~]J!iiill. J. ATTACH THE FILTER FABR1C TO THE WIRE FENCE: AND f.XT'END fr INTO TH£ TRENCH. II I I I 'I ~1-c 2. STAPI.E WIRE FENCING TO THE: POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE E'XCAVA1ED SOIL. SILT FENCE 9 IN (2J CAf) 2 FT (0.6 M) EARTHEN RIDGE UNIJNED SWALE & BERM FILTERED WATER GRAVEi. FiL 1ER ------- SEDIME:NT .... - DROP INLEr WITH GRATE' ~-CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLEr WITH GRATE COMPACTED SOIL TO PREVENT PIPING STAKED SJRAW BALE FILTERED £ATER STRAW IW£S STAKED WITH 1WO STAKES PER 8ALE END AND SIDE OVERLAP AT CORNERS fl.OW HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB --------.... .... RUNOFF GAP BE'1WE:EN &\GS ACTS AS SPILLWAY J FT (0.9 M) MIN. THRff LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 0 0 4"-6" LOOS 24" LOG CHECK Dill A B -1 ' I TT' ------- 1 " -, ____ ----- ---------. -.-_ -11---Tn--rn--rn-111-w- POINTS A SHOU1.D BE: HIGHER THAN POINT B HAY BALE CHECK Dill 6 JN (15 CM) 24 IN (61 CM) j A COARSE' AGGREGRA"Tf: "'"~-~·~ 0 I (8) L=DISTANCf SUCH THAT POINTS A AND 8 ARE OF EQUAL ELEVATION GRAVEL CHECK Dill '?~ESS1s oa,r ~ , -NO. 32014 jfi EXP. 12/31/04 I.) * ~ "IVI' ~'t- OF CAL\~ /1\ DATE INITIAL DATE 1,JGEND DESCRIPrION QUANTITY S)"VAQ1, STABILIZED CuNS'lkUCTION IIN'l'RANCE 1 :I.A. STRAW BALE DID 1'1Bl5R ROLL UNLIN:ID SWALE & BEBll D-711 LINED SW.ALB BLOCJt-SCRDN-GRlVBL SILT IIASlN HAY BALE SILT BARRIER Lllm'S 01' CLtiRING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHBCJt DA.II HAY BAlE CRECX DA.II GRAVIL CHEt,"K DA.II HYDROSBl!D SILT P:INCB C~TS 2710 Loker Ave West Civil Engineering Suite 100 Planning C<1rlsbod, Colifomio 92008 Processing 760-931-7700 Surveying Fax: 760-931-8680 ----- 800 L.J'. ' " " ' ' ' ' , ........ "" .. """"'""""' ==:> ==:> ==:> 2,000 E.A. cx::x:>ocx:x:)I=•=· 1188 L.J'. DESIGNED BY: !i.Q. DATE: DRAWN BY: B.O'D SCI\LE: AS SHOWN PROJECT MGR.· G. O'D. JOB NO.: 02-1047 ENGINEER OF WORK: h_.. IP~ DATE: -1 1113 ~ O'MY : 32014 EXP: U/3, lll4 I S1ETI CITY OF CARLSBAD I SHBTS I ENGINEERING DEPARTMENT £1iOS/ON CON11{(Jl Pl.ANS F"Ofl; WALTERS N£S/O£NC£ C.D.P 02-!16 APPROVED ' 2'-fli -~Xfl!IR~S .1 ;-31-05 : LLOYD B. HUBBS ~'-:i PE CITY ENGINEER DTE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITl/\1. CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~'-C.O.P. 02-56 ~13-SA Gt\JOBS\2002\021047\0247G07.D\IG 09/23/2003 10147111 AM PDT XREFS: 0247G 7 ~ 0 ...., co C ~ C) .,:i. ..... w I UI > t 0 -11 \ ' -7 ./--- ( /: 1-n, [A.-$" -. ,. '"" --;=..'"""""_,......, ·-----t· 5' 1o' 20' SCALE: 1 • • 10' ©2002 O'Day Consultants, Inc. ff-4275 • , • l ; . -• C~T s 2710 Loker Ave. Woe3t Civil Engineering Suitei 100 Planning Corlsbod, Colifomio 92008 Processing 760-931-7700 Surveying Fox: 760-931-8680 -· --. _,_ ', ,~--r-. "" ,#· 't!JC""'7 "'--· .,.,. . # \ ! ,,// ~ ··•· •... =_.✓=~~-. . FF • 4275 'V . .. DESIGNED BY: G.O. DATE: JUIE 2003 DRAWN BY: B.O'll SCALE: Ml SHOWN PROJECT MGR.· G. O'll. JOB NO.: 02-104-7 P.E. ENGINEER OF WORK: REVIEWED h,_ . /~(/J-DATE: ? ,//~/41 GEORGE nlllA.Y /I RCE: '32014 INSPECTOR . IF• IT.JS {IIA!BIENr ff • :U. 75) Lm• lf'lllll ·· "AS-BUILT " EXP. DATE BY: DATE --.. - ---- ---- ·-- • -. . - - ---~-. ~~-'..-- _-··¥ =-:-----·-. "" G PAVERS .. --... --. -... -- ------. ; --... -. -. ----··o-· -. --. . . ----- ---. ----. ----I-- IJ,Util/HT IJf£ D. ·- ~ -~ , I £;· 1\-~-__} I I I I I I I "I I , I SHBEET I CITY OF CARISBAD I SHE8ETS I l----+---+----------------.J----1---1----1----l ENGINEERING DEPARTMENT BENCHMARK: DESCRIPTION• LOCATION: RECORD FROM: ELEVATION: BRASS DISC "OC 151 1968" 156 fEU NORlH OF 111£ INTERSEC110N OF CANNON ROAD ANO HA/tROAO CROSSIN(; 6 fEU I/CST OF 111£ EASTE'Hl Y RIGHT OF WAY CWNTY OF SAN OIECO IHRTH COUNTY VERllCA/. CONlHOl OA TA 13.1./J DATUM: N(;';f) OF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OiOSION CONT1IOI. Pl.ANS FOR: WALTERS R£S/0£NC£ C.D.1'02-56 APPROVED llOYD B. HUBBS u~/, "J CITY ENGINEER D!UE DATE INn'IAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: --,--,--- C HK D BY: RVWD BY: PROJECT NO. C.O.P. 02-56 G,\JDBS\2002\02104 7\0247G08.D\./G 09/18/2003 02,S0,03 PM PDT XREFS: 0247TP01: 0247MAP: 0247S!TE: 0247G DRAWING NO. 41J-5A C ~ 00 G') 0 .s:-. -00 ...a. (,,) I c.n )> ,, l I