HomeMy WebLinkAboutDWG 448-7A; PD 06-22; 2756 GALICIA WAY SLOPE REPAIR; 01-03'----
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GRADING NQTfS
{IN A/JOITION 7V THE REOUIREMENTS OF CHAPTER 15. 16 OF THE
CAIILS8AIJ /J/JNICIPAl. COO£.) 2756 GALICIA WAY SLOPE REPAIR
1. THIS PLAN SIJPERSEJ)[S ALL OTHER PLANS PR[VIO//Sl. Y APPROVED 8 Y THE CITY
OF CARLSBAO REGAROINC GRAD/NC SH0/111./ ON THIS SET OF PLANS.
2 APPROVAL OF THIS PLAN 1)()£5 NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD /J/JNICIPAL. COO£, RESOLIJTION OF CONlJITIONAl APPROVAL, CITY
STANOARDS OR OTHER AOO/TIONAL OOCIJMENTS l/STEO HEREON AS THEY JIA Y
PERTAIN TO THIS PRO.ECT. THE ENGINEER IN RESPONS/8l£ CHARGE SHALi
REVISE THESE PLANS I/HEN NON-CONFORIIANCE IS OISCOVEREJJ.
3. CITY APPROVAL OF PLANS 1)()£5 NOT RmEVE THE 0£1,f:LOPER OR ENGINEER-OF-
WORK f7?0II RESPONSIB/1.ITY FOR THE CORRECTION OF ERRORS ANO OIIISSIONS
DISCOVl!R[I) l}IJRJNC CONSTRUCTION. ALL PLAN REvTSIONS SHALL BE PROMPTl Y
SIJ8JIITTEO TO THE CITY ENG/NEER FOR APPROVAL
>I. A R/GlfT-OF· WAY PERI/IT FROM THE CITY ENGINEER /#LL BE REOUIRED FOR ANY
WOfll( IN 11-1£ PUBLIC RIGHT OF WA r. PRIOR 7V PERJIIT ISSIJANCE, A
CERT/RCA TE OF INSI.IRANCE 11/JST BE Fil.El) NAJI/Ml 11-1£ CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON 11-1£ PERNITTtE'S POUCY IN 11-1£ AI/Nll,I//J,f AJIO/JNT
OF 11,0/JO,OCJO.OO FOR EACH OCCVRRENCE OF LIABILITY. TJ;fE INSURANCE
~°,jffjNj}!f '!fttf&{WF~ug v '{:/Jttaf 1?~?JBL1~k; o°P Pfls'f!-
KEr RA l/NG Gl/10£.
5. /JNLESS EXEMPTEO BY SECl/ON 301.(b}5 OF THE IJNIFORAI BIJILOINC CODE,
RETAIN/NC WALLS 0/JTS/I)£ OF PIJBl/C RIGHT OF WAY REOIJIRE SEPARATE
PERAi/TS FROM 11-1£ B/JILO/NG {)£PARTMENT.
6. NO lltWK SHALL BE C0/11./ENCED /JNlll All PERl,I/TS HA VE 8££N OBTAINED FR(}l,I
11-1£ CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF 11-/ESE PLANS BY 11-1£ CITY ENC/NEER 1)()£S NOT A/JTI-IORIZE ANY
WORK OR GRAD/NC 7V BE P£RF/JRl,l£f) /JNl/L 11-1£ PROPERTY 0/111./ER'S PERl,I/SSION
HAS BEEN OBTAINElJ ANO A VALID GRADING PERAHT HAS BEEN /SS/JED.
8. NO REVISIONS /till BE NAOE 7V THESE PLANS llfTHOIJT TH£ Mi/TTEN APPROVAL
OF THE Cl TY ENGINEER, NO TEO IIITHIN 11-1[ REVISION BLOCK, ON THE
APPROPRIA lE SHW OF TH£ PLANS ANO 11-1£ llllE SHEET.
9. ORIGINAL ORA llfNCS SHALL BECOME THE PROPER TY OF 11-1£ Cl TY /JPON BE/NC
SIGNED BY TH£ Ci TY ENGINEER.
.10. 11-1£ l,l'rl.AR COPIES SHAl.L BE REVISElJ 7V RfflECT AS-B/J/LT CON{)/T/ON.S BY
THE ENGINEER-OF-WOfll( PRIOR TO FINAL ACCEPTANCE OF THE HORK BY THE
CITY.
Tl. ACCES:S-FOR FIRE ANO OTHER £!,f[R6£NCY VEHICLES SHALL BE AIAINTAINElJ TO
TH£ PROJECT SllE AT ALL TlAIES D/JRINC CONSll?I./Cl/ON.
12 M-l[R[ TRENCHES ARE IIITHIN CITY EASEJIENTS, A SOILS REPORT COMPRISED
OF: {A) SIJJIAIARY SHEET, {8} LABORATORY WOflf( SHEETS ANO {C) COMPACl/ON
CLIRVES, SHALL 8[ S/JBJIITTED BY A PROFESSIONAL ENC/NEER OF TH£ STATE OF
CAUFORNIA, PR/NC/PALLY txJ/NG B/JSINESS IN 11-/E R[LD OF APPLIED SOILS
NECHANICS. 11-/E SOILS REPORT /till BE Sl/81,f/TT[f) TO THE CITY ENGINEER/NC
INSPECTOR ltlTHIN n+o WOflKINC DA IS OF THE COMPLETTON OF FIELD lESTS.
13. A SOILS COl,(PACl/ON REPORT AND COMPLIANCE 'rERIRCATION REGARD/NC
ADHERENCE TO RECOMMENDA TION.S 0/Jll/NED IN 11-1£ SOILS REPORT IS REO/J/REO
PRIOR TV THE ISSl/ANCE OF A 8/JllDINC P[RNIT. All CONTROi.LEO GRAD/NC
SHALL BE DONE /JNNR THE 0/RECl/ON OF A PROFESSIONAl ENC/NEER OF THE
STA TE OF CALIFORNIA PR/NC/PALLY DO/NC BIJS/NESS IN 11-/E FIELD OF APPL/ElJ
SOILS MECHANICS. ALL FILL OR F/Jll/RE F/1.l AREAS SHALL 8£ CONSTRIJCTED IN
ACCORDANCE 11111-1 THE CITY OF CARLSBAD STANDARD SPECIF/CA l/ONS AND TH£
• [ARTl-l'MJRK SPECIF/CA l/ONS • A TTACHElJ TO 11-1[ PRELIJIINARY SOILS
INVEST/CATION. DAILY Fl£LD COMPACllON REPORTS IIILL 8£ S/JBAIITTED 7V THE
PROJECT INSPECTOR.
14. A PRECONSTRI/CllQN Alf£TING SHALL B£ HEW AT llf£ SIT£ PRIOR TO TH£
BfG/NNING OF Jffll'K AN() SHALL 8£ AT7FN(}E!J BY ALL REPRESENTAllffS
RCSPQNS/81.£ FOR CONSTRI/Cl/ON, INSPECT!f)N. SUP£Rl1SION, JESTING ANO Al1
01H£R ASPECTS OF THE JIQli'I('. THE CONTRACTOR SHAl.L REOIJEST A
PRECONSTR/JCl/ON MEEl!NG BY CALL/NC TH[ INSP[Cl/ON LINE AT {760) 438-389.1
AT LEAST Fl'rE (5) WORK/NC OA'fS PRIOR TO STARllNC CONSTRt/CT!ON. THE
CONTRAClOR 1/fl.L 11-/EN BE CONTACTED BY THE PROECT INSPECTOR TO COORO/NA lE
A DATE ANO l/1,f[ FOR THE PR[CONSTRUCl/ON AIEEl/NG. APPRO'rED lJRAllfNCS AI/JST
BE AVAILABLE PRIOR TO SCHEDULING. THE GRAD/NC PERNIT IIILL BE PROVIDED
BY THE PROJECT INSPECTOR AT TH£ AIEET!NG.
15. All INSfECllQN REQ/JfSTS OTHER THAN FOR PRECONSTRUCTION IIE£71Nfi Mll Bf
1ftloS 8kC..J:fu,l,fcW!ffl$fs~~:lffsJ"lff/lf!el£r°'ff;S.1/!~l'
ON 1Hf OAY BEFORE 11-1£ INSPECTION IS NEE1JED; INSPECl/ONS IIILL BE NA{)£
THE NEXT WOflK DAY /JNLESS YO/J REQ/JEST OTHERllfS£. REOIJESTS NA{)£ AFTER
2:00 P.M. /till BE SCH[D/JL[O FOR n+o FIJLL lltWK DA'fS LATER.
16. THE 0/INER ANO/OR APPLICANT 11-/ROI.ICH 11-1£ DEVELOPER ANO/OR CONTRACTOR
SHAll DESICN, CONST!I/JCT ANO MAINTAIN All SAFETY DEVICES, INCL/JO/NC
SHORING, AND SHALL 8[ SO/.£!. Y RESPONSIBLE FOR CONFORJIINC TO Al.l LOCAL,
STA TE AND FEDERAL SAFETY ANO HEAL 11-1 STANDARDS, LA/15 ANO REC/JLA l/ONS.
I 1. 11-1[ CONT/?ACTOR SHALL CONFORAI TO LABOR COO£ SECTTON 6105 er S/JfJJ,f/Tl/NC
A DETAIL PLAN TO 11-/E CITY ENGINEER AND/OR CONCERNED AGENCY SHOIIING
THE DESIGN OF SHORING, BRACINC SLOP/NC OR 011-/ER PROVISIONS 7V BE JIADE
OF lltWKER PROTECl/ON FROM 17-IE HAZARD OF CAVING GIWIJNO 0/JRINC 17-IE
EXCA VA l/ON OF SIJCH TRENCH OR TRENCHES OR 0/JR/NC TH£ PIPE INSTALLA 1/0N
11-/EREIN. THIS P!AN AIUST BE PREPARED FOR All TRENCHES Fl'rE FEET (5'} OR
MORE IN DEPTH AND APPROVED BY THE CITY ENCINIIR ANO/OR CONCERNElJ
AGENCY PR/r>? TO EXCA VA llON. IF THE PLAN VARIES moM 1Hf SHORING SYSTEM
STANQA@S £STABIJSH£IJ BY 1HE CQNSTffUCl/QN SAFETY QROE8S. llll£ B
CALIFORNIA AIJIIINISTRA TTY£ COO£. THE PLAN SHALL Bf PREPAW BY A
REGISTERED ENC/NEER AT 1H£ CONTRACTORS £XP£NSF. A COPY OF 11-1£ OSHA
EXCAVATION PERAIIT /J/JST BE SIJBJIITTEO TO TH£ INSPECTOR PRIOR TO
EXCA VA l!ON.
18. NO BLAST/NC SHALL BE PERFORIIED IJNT!L A VAL.ID BLASl/NC PERMIT HAS BEEN
OBTAINED FRON TH[ CITY OF CARLSBAD. SIJBl,(/f APPL/CA l/ON FOR BLASllNG
PERMIT 11£11 IN ADVANCE OF 11-1[ SCH[Dl)l/NG OF BLASl/NC OPERA l/ONS.
19. IF ANY ARCHAEO/,XICAL RESOURCES AR£ DISCOVERfQ QIN ANY IIQRK AREA
l}IJR/NC CONSTR/JCT!ON, OPERATIONS Mll CEASE IIIMEO/ATEJ.r. AND 11-1[
PERAi/TT£[ llfll NOl/FY 11-1£ CITY ENC/NEER. OPERAllONS 1111.L NOT RESTART
/JNl/L THE PERIIITTEE HAS RECE/VEJ) llf?ITTEN A/JTHORITY FROAI TH£ CITY
ENCIN[tll TO 00 sa
20. ALL OPERAl/ONS CONl)IJCTEO ON TH[ SllE OR ADJACENT TH[R[lV, INCLUD/NC
WARNING /JP, REPAIR, ARRIVAL OEPARTl/RE OR OPERAllON OF TRIJCKS,
EARTI-IJIOVINC E()IJIPJIENT, CONSTRIJCTION £0/JIPAIENT ANO ANY OTHER ASSOCIATED
GRADING £0/JIPMENT SHALL BE LIMITED TV THE PERIOD 8£TWEEN 1:00 A.M. AND
SUNSET EACH DAY, AIONOA Y THR/J FRIOA Y ANO NO EAR7HliOVINC OR GRADING
OPERA T/ONS SHALL BE COND/JCTEO ON 1/ffK[NOS OR HOI.IOA >! (A LIST OF CITY
HO/.//)A'fS IS AVAILABI.[ AT THE ENC/NEER/NC DEPARTMENT CO/INTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBl,(ITTEO BY TH£ CONTRACTOR TO THE
CITY EN0!NEER FOR APPROVAL TY,Q FULL IKIRl(fNG OA'/S PRIOR lQ BEGINNING Of
.1!!:!l'K
22 INPORT AIAlER/Al SHALL BE OBTAINED FROM, AND WASlE MATERIAL SHALL BE
{)[POSITED AT, A SITE APPRO'rEO BY THE CITY ENC/NEER. TH£ CONTRACTOR
SHALL Bf RESPQNS!Bi,E FOIi ANY QEBRIS OR DAMAGE QCCI/RRING ALONG THE HA/IL
RQIJTFS OR ADJACENT STREETS AS A RfSIIL [ W: THE GRADING OPERA llON.
23. BRIJSH SHALL BE R[Al()VED ONLY INTHIN TH£ AREA TO BE GRAl)ElJ, NO TREES AR£
TO BE RE/IO'rEO /JNLESS SPECIF/CALLY NOlllJ ON TH£ PLAN.
24. Al.L AREAS SHALL BE GRA{)£D 7V DRAIN. GRAD/NC RESIJl l/NC IN THE POND/NC OF
WATER rs NOT PERN!TlED. ALL EARTHEN SWALES AND DITCHES SHALL HA'rE A
JI/Nft,(IJM ONE PERCEN 1 SLOPE.
25. THESE Pl.ANS ARE Sl/8.ECT TO A SIGNED AND APPROVED SET OF [ROS/ON
CONTROi. PLANS. EROSION CONTR(X SHALL BE AS SHOIIN ANO AS APPROVEO BY
11-1£ CITY ENC/NEER OR AS DIRECTED BY 11-1£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE' TO PROO/JC£ A UNIFORM
S/JRFACE AND CROSS SECl/ON. THE SITE SHALL 8[ LEFT IN A NEAT AND
ORl}[RlY CONO/l/ON. All STONES, ROOTS OR OTHER OE8RIS SHALL 8[ R[AIOVED
ANO DISPOSED OF AT A SllE APPROVED OF 8 Y THE Cl TY ENGINEER.
21. All SLOPES SHALL BE /RR/CA TEO, SlABIL/ZEO, PLANTED ANO/OR H'IDROSE[f)[O
IIITHIN TEN (10) DA 'fS /JF 7RE llfl£ Wf1£1v ~ Sl.'OP[ IS IJH(J[J(;f{T' TV '(;RAD[
AS SHO/IN ON THE APPROVED GRAD/NC PLANS.
28. LANOSCAPINC SHAU 8£ ACCOl,/Pl/SHEO ON ALL SI.OPES ANO PADS AS REW/REI)
BY TH£ CITY OF CARLSBAD LANDSCAPE NAN/JAL THE LANDSCAPING P!ANS FOR
THIS PRo.ECT, lJRA/1/fNG NO i\¼4 AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNINC DIRECTOR.
29. THE OIINER/APPL/CANT SHALL INSURE THAT All CONTRACTORS SHALL C/JORO/NAlE
TH[ IKJRK OF THESE GRAD/NC PLANS 11111-1 THAT SH0/111./ ON 8011-1 THE LANDSCAPE
AND /RR/GA TION PLANS AND 11-/E IJIPRO'rEAIENT PLANS AS REWIRED FOR THIS
IKJRK IN ACCORDANCE llflH 11-1£ LANOSCAPE MAN/JAL l/1,f[ R[/)/)/R[JIENTS.
30. STORM DRAIN P/Pt SHALL BE R[INFORC£D CONCRETE PIPE ltllH A 11/NI/J/JAI
0-LOAD OF 1,350. FOR PRIVATE STORN DRAIN PIPES, /JP TO 15' P~ NAY BE
/Jl/L/ZEO PR0'11{)£J} DEPTH IS LESS THAN 15 FEET AND BACKFILLED 11111-1 3/4'
ROCK PER SORSO S-4 TYPE •c• ANO PIPE UEETS ASTM STANDARD 303>1 F&
SOR 35 SO/.//) WALL PIP£.
31. I/HER[ AN EXIST/NC PIPE UN£ IS 7V 8£ ABANDONED AS A R[SIJL T OF TH£
GRAD/NC OPERA T/ON, IT SHALL BE R£J,f0V[I) llfTI-IIN r.tfNTY FEET OF 8/Jlll)INC
OR ST/?[[T AREAS ANO REPLACED llf11-1 PROPERl Y COMPACTEO SOILS. IN OTHER
AREAS THE PIPE ltlt.L BE PL/JCCElJ 111TH CONCRETE OR REIIOVED AS APPROVED BY
THE CITY ENGINEER AND/OR THE GEO TECHNICAL ENGINEER.
32 THE CONTRACTOR SHALL VERIFY TH[ LOCATION OF ALL EX/Sl/NG FAC/Lll/ES
(A80VE CROIJND ANO IJNO[R GRO/JNO) llfTHIN 11-1£ PRo.ECT SITE S/JfF/CIENll Y
AHEAD OF GRAD/NC 7V P[Rl,I/T THE REVISION OF THE GRAD/NC PLANS IF IT IS
F()(JNO 11-/AT TH[ ACTlJAL LOCAl/ONS ARE IN CONfl/CT 11111-1 THE PROPOSED
WORK.
33. TH[ CONTRACTOR SHALL NOTIFY AFFECTED /Jlll/TY COMPANIES (SEE Bl'LOw) AT
LEAST 2 F/JLL lltWK/NC DAYS PRIOR TO STARllNC GRAD/NC NEAR THEIR
FAC/Ul/ES ANO SHALL COOROINA TE THE HORK 11111( A COl,(PANY REPRESENTA 11111!.
IJN/J[RCRO/JNI) SERVICE ALERT I-IJ(X)-422-•lfJJ
SIJCM (IJ(X)}660-1343
SBC (IJO(f}892-012J
AOE/.PHIA COl,(l,IIJNICAT!ON.S (760}4.JB-7141
CITY OF CARlSBAD{STRE[TS ,t STORJI DRAIN} (76/J),f..}4-2980
'CITY OF CARLS8AD{SEIICR,WATER ,t R[Cf.AJl,f[I) WAlER) {760}4.J8-2122
'SAN 0/EC/JITO WA /ER 0/ST/?/CT {760)633-2650
'LEIJCADIA WASlEWATER (760)15J-0l55
'VAlLECITOS WATER DISTRICT {160)1"4-0-160
•OLIVENHAIN WATER OISTl?ICT {760)153-6-166
'BIJENA SANITAl/ON 0/STl?/CT (760)126-f.J,t:()
'AS APPROPRIATE
34. PERUIT COMPLIANCE REO/JIR[Jl[NTS:
A. FOR CQNTRQllffl CRADINC-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENC/NEER, ANO/QI? CEOI.OCIST 7V GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTR(X 11-1£ 1+1111K IN PROGRESS {15.16. l20.A8}
CARLS8AD MLINICIPAL C{){J[.
8. PRIOR TO flNAL APPROVAL OF A GRAOING PEI/MIT-THE FOllOllfNG
REPORTS N/JST BE SU81,f/TT£I) TO THE CITY ENGINEER VIA THE
PROECT INSPECTOR /1516. !Z0.9 + l5.16.120.A10j CARLSBAD
MUNICIPAL COO£.·
{I) FINAL REPORT BY S/JP[RVISIN/l GRAD/NC [NC/NEER STAl/NC ALL
GRADING IS COMPLETE ALL EROSION CONTROi., SLOPE PLANl/NC
ANO /RR/CA l/ON ARE INS TAI.LED IN CONFORJIANCE llfTH CITY
CODE AND THE APPRO'rEIJ PLANS (OBTAIN SA/,IPL[ OF COl,(PLIANCE
LETTER FROM CITY ENC/NEER/NC DEPARTMENT}.
(2) AS-8/Jll T GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, IIHICH /NCLIJO[S
RECOMMENOElJ SOIL 8£ARINC CAPAClllES, A STATEMENT AS 7V
THE EXPANSIVE 0/JALITY OF 11-1[ SOIL, AND SIJWAR/£5 OF
FIELD ANO LABORATORY TESTS. 11-1£ REPORT SHALL Al.SO
INCL/JD[ A STATEMENT BY THE SO/LS ENGINEER THAT 11-1£
GRAD/NC WAS DONE IN ACCORDANCE lt!TI-I 11-1£ REO/JIREIIENTS ANO
RECOMMENDA l/ONS 0/Jll!NEO IN 11-1[ PRELIAIINARY SOILS REPORT
ANO ANY S!JPPl£!,f[NTS THERETO.
(4) REPORT 111TH AS-BUil T GEOLOGIC PLAN. IF RE(){JIR[D BY 11-1£
CITY.
35. /JNLESS A GRAD/NC P£Rl,I/T FOR THIS PRO.JECT IS ISSl/£0 11111-/IN ONE (1)
Y[AR AFTER 11-1£ CITY ENGINEER'S APPROVAL THESE P!ANS MAY El[ RE()IJIREO
TO 8[ RESl./81,ff TTED FOR PLANCH[CK. PLANCH[CK FEES /till BE REOIJIR[/J rm
ANY SUCH RECHECK.
38. THE SOILS REPORT llllEO 'REPORT OF L/1,1/lED SLOPE FAIL/JR£ INVESl/CATION*
AND 'GRAD/NC Al}{)[NOIJJ,f TO REPo.RT OF GEOTECHN/CAL lN'rESl/GA 1ION7 PERPARED
BY GEO TECHNICAL EXPl ORA Tlf)N. INC, DA lllJ OCTr/BER t 7. 2005 ANO
OECENBER 6: 2006. SHALL 8[ CONS/OER£/J AS A PART OF THIS GRAD/NC PLAN.
ALL GRAl)INC SHALL BE DONE IN ACCORDANCE 111TH TH£ R£COl,ll,f[NOA l/ONS
AND SPECIFICATIONS CONTAINElJ IN SAID SOILS REPORT.
£f/GINEER NOTES
!. REVISION OF THESE PLANS NAY BE R£/)/)/R£0 IF THE PROPOSED
IIIPROVEJIENTS AR[ NOT CONSTR/JClEO PRIOR 7V THE DEADLINE DA TE OF 11-1£
IMPROVEMENT ACR££J,f£NT.
2 11-1[ EXISTENCE AND LOCATION OF /JT/LITY STRt/Cll/RES ANO FAC/1/l/ES SHO/JN
ON THE CONSTRIJCllON PLANS ~RE OBTAINEO 8Y A SEARCH OF TH£ AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSS/Bl.£ EXISTENCE OF OTHER
Ulll/TY FAC/lll/ES OR ST/?/JCTl/R[S NOT SHOIIN OR IN A LOCATION DIFFERENT
FRO/,/ THAT SH0/111./ ON TH[ PLANS. THE CONTRACTOR IS REOIJIREO TO TAKE 0/JE
PRECA/Jl/ONARY MEASURES TO PROlECT TH[ /Jlll/Tl[S SH0/111./ ON THE PLANS AND
ANY OTHER [XISl/NC FAC/Lil/ES OR STRIJCTl/RES NOT SHOWN.
3. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF All EXlSl/NC FAC/lll/ES
(ABO'IEGRO/JNO ANO IJNDERCROI.JND) llfTI-IIN TH£ PROJECT SITE S/JFFYCl[Nll Y
AHEAD OF THE CONSTRI/Cl/ON TO PERMIT TH£ REVISIONS OF THE CONSTR/JCl/ON
PLANS IF IT IS FOi/ND 11-/AT TH£ ACTl/AL LOCATIONS ARE IN CONFLICT lt!TH
THE PROPOSED WORK.
OECW?ATIQN Of BESPQNSIBlE CHARGE
I HER[B Y OE CLAR[ 11-/A T I All THE ENC/NEER OF lff'.WK FOR THIS
PRMCT, THAT I HAVE EXERCISED R£SPONSl8l£ CHARGE O'rER THE
DESICN ON 11-1£ PROJECT AS OEFINElJ IN SECl/ON 6103 OF THE 8//SINESS
ANO PROFESSIONS COO£, AND 11-/AT TH£ DESIGN rs CONSISTENT It/TH
C/JRRENT STANDARDS.
I IJNOERSTAN!) THAT THE CHECK OF PRo.ECT DRAIIINCS ANO
SP[ClfiCAl/ONS BY 11-1[ CITY OF CARLS8AO 1)()£5 NOT RELIEVE 11£,
AS ENC/NEER OF Ht:.ll'K, OF MY RESPONS/8/l/ll[S FOR PRO.ECT DESIGN.
O'/JA Y CONSIJLTANTS, INC.
2110 LOKER A VENIJE 1/fST, S/JITE 100
CARLS8AD, CALIFORNIA 92010
(·7-6'..,,.0)'-z'-'3-'T-=7.'-j-'/4'--~----' -DAT£. -~--~f'.~q?._
THOMAS l CIJINN
R. C.£. NO 69011 EXP. 6/30/08
SOILS £NCIN££R'S CERTIRCATE
, JA/ME A CERROS • A REGISTER£0 CIVIL
ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY /JOINC 8/JSINESS
IN THE Fl£ll) OF APPLIED SOILS AIECHANICS, HEREBY CERTIFY 11-/A T A
SAAIPLINC ANO Sll/OY OF TH£ SOIL CONJ)IT/ONS PREVALENT IIITHIN THIS
SITE WAS NAOE BY ME OR UNDER NY 0/RECl/ON ON .l/LY 25, 2005. /JK/
COPIES OF TH£ SOILS REPORT COMP!l[I) FROII THIS SllJl)Y; llf11-1 NY
RECOl,IMENDA TIONS, HAS BEEN SUBAI/TTED TO TH£ OFFlC£ OF THE CITY
ENGINEER.
SIGN[!):
GE 002007
DAT£.·
LICENSE EXPIRATION DATE: 9/30/07-______ _
QIYNER'S CERT/RCA[£
I (ltc} HERl'B Y CER l/FY !HAT A REGISTER£[} SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR lllll BE RETAIN[!) TO S/JPERVISE O'rER-ALL
CRAO/NC ACl/VITY ANO ADVISE ON THE COMPACTION ANO STAB/l/TY OF
THIS SI TE.
CML £NC/NEER
o2l4r CONSULTANTS, INC.
2110 LOKER AVEN/J[ WEST, SI/IT[ 100
CARlSEJA[), CA 92010
CITY OF OCEANSIDE
HIGHWAY >a
DAlE
NOT TO
SCALE
CITY OF VISTA
PACIFIC
OCEAN
CITY OF ENCINITAS
VICINITY MAP
NO SCALE
PROJECT LOfATIQN
THIS PRMCT IS LOCATED llfTHfN ASSESSORS PARCEL NO. 216-220-03
TH£ CALIFORNIA COORO/NA TE INOEX OFTI-IIS PRO,£C T IS N ~ E 1671
SQIJHC£ Of TQPQGHAPHY
TOPOGRAPHY SH0/111./ ON THESE PLANS WAS GENERA TED BY
FIELD Sl/RI/EY l,f£THOOS FRO/,/ INFORMA l/ON CATI-IERED
~o.P
CITY OF
SAN ~ARCOS
EARTHWORK Ol/ANT/llES
C/JT: __ JL._ __ _
FILL " CY
!MP&T: 0 CY
EXPORT: I] er
11£MElJ/Al: 1RR CY
WORK TO BE DONE
11-1[ GRAD/NC WORK SHALL CONSIST OF THE CONSTl?IJCTION OF All CIJTS AND Fil.LS,
REAIEO!Al GRAD/NC, ORA/NACE FACIL/l/ES, EROSION CONTROi. FAC/lll/ES, ANO
PLANl/NC OF PERAIANENT LANDSCAPING ANO PREPARATION OF AS-8/Jll T GRAD/NC PLANS,
AS-8/JIL T CEO/.OCIC NAPS ANO REPORTS, ALL AS SH0/111./ OR RE/)/)/REfJ ON THIS SET
OF PLANS ANO TH£ CITY STANOAROS. SPECIF/CA l/ONS, REO/JIRB,{[NTS, RESOI./Jl/ONS
AND ORO/NANCES CITE/J ON THESE PLANS.
TH£ GRAD/NC 'MJRK SHALL B[ PERFORMED IN ACCORDANCE /tlTH THE FOLLOIIINC
fJOC/jl,(ENTS, CURRENT AT 11-1[ l/M[ OF APPROVAL OR AS OIRECTEO BY THE CITY
ENC/NEER.·
I. CARLSBAD /J/JNICIPAL COO£.
2. CITY OF CARLSBAD STANOARDS.
3. THIS SET OF P!ANS.
4. R[SOl./JllON NOs. N/A.
5. 11-/E STANDARD SP[CIRCAllONS FOR P/JBLIC WORKS CONSTRt/Cl/ON (GREEN BOOK).
6. SOILS REPORT ANO RECOUMENOAl/ONS Br GEOlECHNICAL EXPLORATION, INC., JOB NO 05-903{), DATED 12-6-06 ,t 2-26-07.
1. 11-/E SAN 0/ECO REGIONAL STANDARD lJRA/lfNCS ANO AS UAY 8£ AIOOIF/£0 BY THE CITY OF CARLSBAD STANDARDS.
8. CAl/FORNIA COSTAl COAIJIISSION DEVELOPAIENT PERJIIT CONO/l/ONS DA lED N/A
9. ENVIR(}Jl[NTAL APPROVAL OOC/Jf,fENTS DATEO N/A
10. STORAI WATER POi.L/Jl/ON PREVENTION PLAN (SltPPP) PREPARED BY __ ~N,,,o=A __ _
DA lEO N(A 11{)/I) NO.
II. STORM WATER AIANACEMENT PLAN (SW/IP) PREPARED BY !'t/A
DATED NIA
12. CALIFORNIA STORAIWAlER ()IJALITY ASSOC. (CASQA) STOI/AIWATER BEST NANACEMENT PRACT1CE, CONSTR/JCT!ON HANDBOOK;
ANO TH£ STAlE OF CALIFORNIA DEPARTMENT OF TRANSPOI/TAl/ON CONSTR/JCTION SITE BEST JIANACDIENT PRACTICES
{811P) NAN/JAL
LEGEND
l)[SCJ?IP l!ON
SUBDIVISION 80/JNDAR Y.
£X/Sl/NC CONTOUR ,
PROPOSElJ CON TO/JR,
DA YI.ICHT LINE ,
£X1Sl7NC SPOT ELEVAl/ON
EXISllNC FLOWLINE ELEVA T/ON
EXISl/NC SLOPES ,
CIJT OR Fill SLOPE LINES ,
FlOWLINE ELEVA l/ON ,
FINISHED GRADE SPOT ELEVA l/ONS
TOP OF GRA lE REVA TION
TOP OF BERM
SllJ. 0/lfJ. ------
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86.22 fl. •
81.J
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Q/JANllTY
NOTE: THESE WANT!ll[S ARE FOR 80Nl)/NC P/JRPOSES ONL 'f.
CONSTRUCTION PRIORITY: MEDIUM
P~PARTt.l!NT APPROVAL
DATE:8/2p7
11'3 .. Don Mt I PI.ANIING DIRECTOR IN SEPTEN8£R, 2006 BY: O'/JA Y CONSl)l TANTS. TOPOGRAPHY
SHOIIN HEREON CONFORMS TO NA l!ONAL MAP ACCURACY
STANDARDS
QIJ,/tnmlS 00 NOT INCI./JDE SHRINKAGE & EXPANSION OF ~ ~ DATE:6/~R
LEGAL OESCRIPTIQN
LOT 265 "LA COSTA SOI/TH /JNIT NO. -1• IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STA lE OF CALIFORNIA, ACCORDING TO NAP
11-/EREOF NO. 6545, FllElJ IN TH£ OFFICE OF 11-1£' COIJNTY RECORNR
OF SAN 0/E'CO, NOVEJIBER 2-1, 196!1.
OWNER / OfYELQPER • LARRY VAN 1/fY
2156 CAL/CIA WA Y
CARLSBAI), CA 92009
(760) 9-12-2738
BENCHMARK:
DESCRIPTION:
LOCATION:
CONCRETE MON/JM£NT Wf.1H 2.5" DISC
STAMPED •cSLB-031 L.S. 6215"
IN SOlJTHEAST CORNER OF TH£ SOUTHERLY
FOlJNOA TION PAD ON THE ltf'ST S/0£ OF EL
FUER 1E STREET, 200 FT. NOR TH OF CORINTH/A
ST. ADJACENT TO THE SO/JTH[Rl Y ENTRANCE
TO LA COSTA MEADOWS SCHOOL, 15' OFF
SIDEWALK
RECORD FROM: CITY OF CARLSBAD CONTROL (ROS 11211)
ELEVATION:
R£!,f£0/Al GRAD/NC 0/JANlll/ES.
c~~,s
ESS1
~SL~ «'.l s, '!:£~
NO. 69017 t
* "" 1/Y>/<IA * 271 0 Lcke-r Aver.u• West Civil Enginflflf"lng
~ C{V\\. ~" Suite 100 Planning
'tft. OF c,,j,\'i Corlsbad, CQlitorniQ 92010 Procffl!llng
760-931-7700 Surveying
Fax: 760-931-8680
IU • I · CA"'.) ,,_y:, 11\ A~ .l,,,; l+ <
OATI: INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
G,\061183\0683G01.dwg Mor 28, 2007 9c4Jom
Xrefs: 0683G
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RECOIi IED "' C-hriscSu,-fo"'
2007 O'Day Consultants, Inc. --,. ~S ~UIL T" DESIGNED BY: .J.L.G. DATE: NOVEMBER 2006
M.P. SCALE: KS SHOWN < -~ t -~bf~ #II . IO· I · OB DRAWN BY:
PROJECT MGR.· T.L,G. JOB NO.: 0611aJ
RCE $Sl81 EXP. £./..""' A ,., DATE
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ENGINEE~OR1/ / REVl:WE£ ~ / . DATE:S·zr-.07 ~o:'r? µ,/1sf.o#
,-DATE THOMAS L. GUINN RCE: 69017
I SH;ET I CITY OF CARLSBAD I SH3S I ENGINEERING DEPARTMENT
GIWJfNC AND EROS/ON CON1NOt. Pt.ANS FOIi:
-2756 GAUCIA WAY
SLOP£ REPAIR •
APPROVED / /~ DAVID A. HAUSER a/1/0'?
RCE 33061 EXPIRES 6-30-08 OO'llll' crrr .w;1NW, DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PD 06-22 4"8-7A OTHER APPROVAL CITY APPROVAL RVWD BY: ~• '
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C:lrlsbad, ColifornKI 92010
760-931-7700
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C[vil Er19ineerin9
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DESIGNED SY: T.l,G. DATE: NO\HJBER 2006
DRAWN BY: ----"MC£,P~. __ SCALE: ___ _
PROJECT MGR.· T.l.G. JOB NO.: 061183
DATE: 3·a"-
RCE: 6~17
REVIEWED SY:
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DESCRIPTION: CONCRETE MONUMENT l'rrTH 25" DISC
STAMPED ·csLB-031 LS. 6215"
LOCATION: IN SOUTHEAST CORNEFI OF TH£ SOUTHERLY
FOUNOA TION PAD ON THE llfST SIDE. OF EL
FUERTE STREET, 200 FT. NOR TH OF COR/NT/i/A
ST. ADJACENT TO THE SOUTHERLY ENTRANCE
TO LA COSTA MEAOOWS SCHOOL, 15' OFF
SIDEWALK
RECORD FROtJ: CITY OF CARLSBAD CONTROL {ROS 17271)
ELEVATION: 560. 17'
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LOT UNil (T'tP.) \
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REVISION
G; \061183\0683G02.dwg Mor 28, 2007 S: 48om
Xrofs: 06B3G: 06B3GRD; 066:JMAP; 0663\p
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SECTION A-A
SCALE: t •=tO' HOHZ.
t•=tO' VE'HT.
NOTE$;
!. GEOGRIIJ AMJ SLOPE FAIi/iRE L/1,1/TS ARE APPROXIMAlt AS SHOWN. SDllS
£NGIN££!/ IYII.L OIi/EC T UU!M4lt UM/TS OF R£Ml?i14LS ANO REQ/111?£0 REWORK.
2 DISTUl/8EO AREAS TO 8E COVERED W/11-f AN EROSION CONTROL /,IAT iJllRING
CONSTRUCT/ON.
.1. SLOP[ FA/LUR€ AREA TO 8£ P!ANTfD WITH 0££P ROOTED, NATIVE VEGETATION.
PIANTS SIMl.1. C()/ffl}/{M l1lTH cnr IIEO/I/J/£D fl/IE S/l'FlffSSION IONJiS.
4-ffY' Of' ~LEI. &WS TO 11£ ().2 f'E£T 8CI.J'J,Y UP bF ~0/Y Pl/'Clt
I S2IT ! CITY OF CARLSBAD I SH3TS I ENGINEERl'IG DEPARTMENT
GIMDING AND fROS/ON CONT'fiOt. PWIS fOR:
2756 GALICIA WAY
SLOPE REPAIR
.h.PPROVED /) ,;,d_ .t/4'::-DA'IID A. HAUSE.R ····r··-·····-·· ............ "
RCE 33081 EXPIRES 6-30-08 DEPUTY C/lY ENG1~£ER DA.TE . -----···· ·····-·········
····--··-········ ·--·····-·--··--· " DWN BY: PROJECT NO. DRAWING NO. DATE 1Nff!AL DATE IN!TIN... , CHKD RY: __ PD 06-22 4'8-7A DESCRIPTION ···-·····-· .... ···-·····
OTHER APPROVAL. CITI APPROVAL RVWD BY: ...,. a:. " ···-.... .... -
I(
'
EROSION CONTROL NOTES
!. IN CASE EMERGENCY lf'VRK IS REQIJIRED, CONlliCT LARRY WIN WEY AT 760-9!2-2738.
2. E()lJ/PAIENT AND WORKERS fOR EMERGENCY WORK SHAI.L BE l.tAOE AVAILABLE AT ALL
TTMES 0/JRING THE RAINY SEASON. ALL NECESSARY IMTf:RIALS SHALL 8£
STOCKPILEO ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAP/0
CONSTR/JCT!ON or TEMPORARY OEVtCES WHEN RAIN IS EMINENT.
3. OEV!CES SHOWN ON PLANS SHALL NOT BE MOVEO OR MOfJIF!EO WITHOIJT THE APPROVAL
OF THE ENC/NEER/NC INSPECTOR.
!. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEVICES ro WORKING OROER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH R!JN-OFF PROD/JC/NC
RAINFALL.
5 THE CONTRACTOR SHALL INSTALL A[)[)ITIONAL EROSION CONTROL 1,/EASURES AS IMY BE
RE(Jl)IREO BY THE CITY ENGINEER OU£ TO UNCOMPLETEO GRAIJING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH 1M Y ARISE.
6. TH£ CONTRACTOR SHALL BE RESPONS!Bl£ ANO SHALL lME NECESSARY PRECAUTIONS TO
PREVENT P/181.IC TRESPASS ONffJ ARW WHERE IMPO/JNOEO /1/ATERS CREATE A
HAZAROOLIS CONOITION.
7. All EROSION CONTROL MEASURES PROVIOEO PER THE APPROVED GRAOINC PLAN SHALL
BE INCORPORATE!) HEREON.
8. CRAOEO AREAS AROUNO THE PROJECT PERIMETD? MUST ORAIN AWAY FROM THE FACE OF
SI.OP£ AT THE CONCLUSION OF EACH WORK/NC Ll4Y.
9. ALL REMOVABLE PROTECTIVE OE'lfCES SHOWN SHALL 8£ IN PEACE AT THE ENO OF EACH
WORK/NC MY WHEN THE FM (5) MY RAIN PROBABILITY FORECAST EXC£EOS FORTY
PERCENT (,f{}Xj, SILT ANO OTH(R OEflRIS SHALL BE REMOVEO AFTER EACH RAINFALL
ta ALL CR4VEL B4CS Sf/Ai.l BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGCREGRATE.
! f. SHOUW GERMINATION OF H'fOROSEEOEO SLOPES FAIL TO PROV/OE EflFCTJVE COVER4GE
OF GRAO£!) SLOPES (90:f COVERAGE) PRIOR 10 NOVEMBER 15, TH£ SLOPES SHALL BE
STABIUZEO BY PUNCH STRAW INSTALLEO IN ACCORDANCE WITH SECTION 35.02.J OF
THE EJIOSION ANO SEOIMENT CONTROL HAN0800K OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEl,IP()R4RY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE
INSTALLED ANO IMINTAINEO AS R£0UIRED IN S£CTION 212 OF THE STANOARO
SP[CIFTCAT!ONS ANO THE FOLLOW/NC:
A. HYOROSEEOINC SHALL BE APPL/£0 10:
1. ALL SLOPES T/14T ARE GRAlJEO 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN TH£Y AR£:
o. THR££ FEET OR MOR£ IN HEIGHT ANO ADJAC£NT TO A PUBLIC WALL OR STR££T.
b. All SlafES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRAOEO FIA TT£R THAN 6: I WH£N ANY OF TH£ FOLLOWING CONDITIONS
£XIST.·
o. NOT SCHEOLILEO FOR IMPROV£JIENTS(CONSTR/JCT/ON OR GEN£R4L
LANOSCAP!NC} WITHIN 60 MIS OF ROIJCH GRAIJINC.
h. !0£NT1REIJ BY THE PARKS ANO RECREATION OIR£ClOR AS HICHL Y
VIS/81.E TO THE PUB/JC.
c. H4VE ANY SPECIAL CONIJIT/ON /OENTTREO BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATl,/£NT.
B HYOROS£EOEO AR54S SHALi 8£ IRRIGATEO IN ACCOROANC£ WITH THE FOLLOWING
CRITERIA:
I. All SLOPES THAT ARE iJRAIJEO 6: 1 OR STEEPER ANO TH4T ARE:
a. THREE m FIGHT FEET IN H£/CHT SHALL BE IRRIGATEO BY HANO
WATERING FROM QUICK COUPLERS/HOS£ BIBS OR A CONVFNTIONAL S'rSTEM
OF LOW PR£CIP/TATION SPRINKL£R H£A/JS PROVIOING 100% COVER4G£
b, GREATER THAN 8 F£ET IN HEIGHT SHALL BE /1/ATEREIJ BY A CONVENTION-
AL S'IST£1,/ OF LOW PR£C/PITAT/ON SPRINKLER HEAOS PROVIOINC 100%
COm?AGE
2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ IRRIGATED AS APPROVED BY THE CITY
£}{()/NEER, PRIOR TO HYOROS££0/NG. THE OEVROPER SHALL SUlJl,I/T A
PROPOS£0 SCHEME ro PROV/OE IRRIGATION m THE CITY £NG/NEER. TH£
PROPOSAL SHALL BE SPECIFIC REGAROING TH£ NUMBERS, TYPES ANO COSTS OF
TH£ £lEMENlS OF TH£ PROPOS£l) SYSTEM.
3. IRR!GI.T!ON SHALL IMINTAIN THE MO/STUR£ LFVEL OF THE SOIL AT TH£
afTIMUM LEVEL FDR THE GROWTH OF THE HYOROS££0ED GROWTH.
C. HYOROS££0/NC MIX SHALL CONSIST OF All OF TH£ FOllOWINC:
1. 5££0 /11/X SHALL CONSIST OF NO LESS THAN:
o. 20 lbs. P£R ACR£ OF ROS£ CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF [ SCHOOi. Cl'! CAJ.IFORNICA
d. -# lbs. PER ACR£ OF ACH/llEA /IIILL£RJLIA
e. J lbs. PER ACRE OF AL YSSUM (CAIIPET OF SNOW}
f. 1/2 lb. PER ACR£ OF 0/MORPHOLFCA
g, IT£MS c,d,e, ANO f OF THIS SIJBSECTION A44Y 8£ OMITTED ON
LOCATIONS WHER£ THE AREA 8£/NC HYOROS£EDEO IS NOT VISIBLE FROM
£ITHER A P/JBL/C STR££T OR /?£Slf)£NT!Al STRUCTURES. .o. ITEM o OF THIS SLIBS£CTION MIJST 8£ INOCULATED WITH A NITROG£N
RX/NG BACTERIA ANO APPL/£0 ORY £/THER BY OR/ll/NC OR
BROAOCASTTNG 8£FORE HYOROS££0/NC.
1. All S££0 A44 TERIALS SHALL BE TR4NSPORT£0 ff) THE JOBS/TE IN
UNOP£NEO CONTAINERS WITH THE CALIFORNIA OEPARMNT OF FOOO
ANO AGRICULT/JR£ C£RTIF/CATION TAG ATTACH£{) TO, OR PRINTED ON
SA/0 CONTAIN£RS.
J· NON-PHYTO-lOXIC WETTING AG£NTS M4Y BE AOOEO ro THE HYOROSE£0
SLURRY AT TH£ 0/SCRmON OF THE CONTRACTOR.
2, TYPE I /,ll/LCH APPU£0 AT THE RATE OF NO LESS THAN 2000 lbs P£R ACRE
TYPE 6 MIJLCH {STRAW} IMY BE SUBSTTTUTEO, All OR PART, fOR
HYORAIJUCALl Y APPL/£0 RBER MATER/Al. WHEN STRAW IS USEIJ IT AI/JST 8£
ANCHOR£[) TO THE SLOPE BY IIECHANICALL Y PUNCH/NC NO L£SS THAN 50:r OF
THE STRAW INTO THE SOIL
3. FERTILIZER CONSISTTNC OF AJll,l()NIUM PHOSPHATE S/JLFAT£, 16-20-0, WITH
15:f SULPHUR APPLIED AT THE R4TE OF 500 lbs. PER ACRE
0. AREAS 10 BE HYOROSE£0EO SHALL BE PR£PAREO PRIOR 10 HYOROS££0/NC BY.·
I. ROIJCHENING THE SURFACE 10 BE P/ANTEO BY ANY OR A COMBINATION OF:
11. TRACK WALKING SLOPES STE£P£R THAN 6: I
b. HARROW/NC AREAS 6·1 OR FLATTER T/14T AR£ S/JfFJCl£NTl.Y FRtA8l£
c. RIPP/NC AREAS TH4T Will NOT BR£4K UP USING ITEMS o OR b ABOVE
2. CONOIT/ON!NC TH£ SOILS SO THAT IT IS SIJITA8l£ FOR PLANTTNC BY:
a. AOJ/JSTTNC TH£ S/IRFAC£ SOIL l,IO/STVR£ m PROV/0£ A MMP BUT NOT
SATURATED S£EO 8£0.
b. THE AOOITTON OF SOil AJIENOMENTS, PH AD.JUSTM£NT, LEACHING OR
COVER/NC SALIN£ SOILS 10 PROV/OED VIA81.E CONOmONS FOR GROWTH.
£ HYOROS££0Ef} ARW SHALL BE IMINTAINED TO PROV/0£ A VICOROIJS GROWTH UN17L
THE PROJECT IS PERIMNENTL r LANOSCAP£0 OR, FOR AREAS WHERE HYOROSEEOING IS
THf PERMAN£NT LANOSCAPINC, UNTTL THE PROJ£CT IS COMPLETED ANO ALL BONOS
R£LEAS£0.
2007 Q'Doy Consultants, Inc.
PUBLIC R/GHT-
OF-WAY
50'MIN.
FILTER FABRIC
2• MINUS ROCK
EXISTING GROUND PUBLIC RIG T-OF-WAY
_L
T EWI.
STEEL SHAKER PLATES/
RUMBLE RACKS
FENCE/BARRIER TO RESTRICT -----·
TRAFIC TO CONSTRUCTION ENTRANCE PROv1DE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
MODIFIED STABILIZED
CONSTRUCTION ENTRANCE
6 "x6' ANCHOR TR£NCH
TC-1
AJATS/81.ANKETS SH(J/JlO BE
.., INSW.l£0 VERT/CALLY IJ()WNSlOPE.
nac1L VGH:S'llf
STAR/lflAlll{
JiQJ.I:i;
.,. ... ...
I. SLOP£ SURFACE SHALL BE FREE OF ROCKS, CLOOS, STICKS ANO
GRASS. l,IAlS/81.ANKETS SHAl.l HAVE GOOO SOIL CONTACE.
2. LAY 8/ANK£TS LOOS£lY ANO STAK£ OR STAPI.E 10 l,IA/NTAIN DIRECT CONlliCT
WITH THE SOIi. I]() NOT STRETCH.
3. INSlAl.l PER MANUFACTVRER's RECOMMENOA TIONS.
EROSION CONTROL MATS EC-7
1. S£T POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE UN£ OF POSTS.
-------...---~ ./ _____ ~---.~•·· .,..---___::::=.,. ,,---::;;. '. '·.·• .•-'••I= ~ ~";;'J!=ll1 .
J. ATTACH THE FILTER FABRIC TO
THE ft!R[ Ff.NC[ AND EXTEND IT
INTO THE TRENCH.
~~7J~T·
--.~,-
~
2. STAPLE ll!R[ FFNC/NG TO
THE POSTS.
4 IN (10 CM)
4. BACKF/U AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC----.,J
SILT FENCE
SE-1
DESCRIPTION
GRAVEL BAGS OVERLAP
ONTO CURB
MODIFIED STABIIJZED
CONSTRUCTION ENTRANCE
____________.., -----J FT (0.9 M) MIN.
GRAVEL BAGS
RUNOFF SILT FENCE
EROSION CONTROL MAT
BMP
TC-1
SE-6
SE-1
EC-7
1,EGEND
# SY),IBQI,
J
~
==·=·=·
600 SF
15 EA
80 LF
2,070 SF
GAP B[Tl+f:EN BAGS
ACTS AS SPILLWAY
THR££ LAY£RS OF GRAVEL BAGS
ft!TH ENDS OVERLAPPED NOT£: Of/ANT/TIES SHOWN H£R£0N AR£ FOR BONO/NG Pf/RPOS£S ONLY.
GRAVEL BAGS
~~<jESSt~
c~~,s
<,;?l~ -
NO. 69017 ?:
"' ""· 1/¥,~ * 2710 Loker AVtllm.ie: Weiat Civil Er,gineering
~ CiVI\. ~,,_, Si,fte 100 Planning
"1q, or"" i, Cor!ab0d, CoJffornkl 92010 Procel!lslr:g
760-931-7700 Surveying
F(J)l'C 760-931 -8680
··························-··
...... ...
!
111-1~ ' /1\ A.,_ b~: 1-1-._
DATE INITIAL
ENGINEER or WO~K REVISION DESCRIPTION
G: \06118.J\0683G03.dwg Mar 28. 2007 9, SOam
Xret.: 068:JC
ACTf/AL Of/ANT/TIES AfA Y VARY.
SE-6
PLANNING DEPARTMENT APPROVAl
DATE: -·-I I
PLAllalG DIRECTOR
C"4d ,i l'l ~~ --DATE:S/:J./f
11EC011E'llED ■Y: Chris s~t:toV\ --"AS SUIL T" DESIGNED BY: T.LG. DATE: NOVEMBER 2006 ?./7 .
DRAWN BY: M.P. SCALE: Af, SHOWN "-I I)' V' (..,;,>\ ... , .h2·l·Oc.'!? PROJECT MGR.· TLG JOB NO.: 061183 ,bbt.e
-·····························
RCE 5'[{87 EXP. DATE ; I
ENGIN~O/L REVIEWED BY:
· /:,,t;.. ? 1oJ,sL,, DATE:$•Z/'-();
THOMAS L. GUINN RCE: 69017 INSPECTOR --DATE
I SHJET I CITY OF CARLSBAD I SH3S I ENGINEERING DEPARTMENT
GIWJING ANO £liOSION CONTTiOl Pl.ANS FOIi:
2756 GAUCIA WAY
SLOP£ REPAIR
APPROVED
( /_ _/ , ~m_HAUSER Sp/47
RCE 33081 EXf'IRES 6-30-08 DEPIJ1Y Cl7Y ENGINITR DATE
DWN BY: / PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: , • PO 06-22 #8-lA OTHER APPROVAL CITY APPROVAL RVWO BY:~