HomeMy WebLinkAboutDWG 413-7E; CT 02-14 (4); BRESSI RANCH PLANNING AREA 9 UNIT 4; 01-10' I _ 1,~,~~D., l i • t --------------GRA--DING-NO_TE,_S_G_con_t)____________________________________________________________ n I
(~~~o~1;!REMENTS OF CHAPTER 1,.111 OF mt: 29. IHE o'M-ltR/N'PLICANT SHALL INSURE IHAT ALL CONTRACTORS SHALL COORDINATf: 1HE WORK OF CARLSBAD TRACT NO • CT-0 2 -14 { i
CARLSBAD MUNICIPAL COO~) /HES£ GRADING PLANS II/HI/ THAT SHO'MI ON BOTH /HE LANDSCAPE AND IRRIGATION Pl.ANS AND THE
I. THIS l'UlN SUPt:RSEDES ALL OIHER PLANS PRf\,10USI. y APPROVED BY 1H€ CITY 1/../PROVEl,l[NT Pl.ANS AS RfQUIRfO FOR /HIS WORK IN ACCORDANCE f!ITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. B R E s s I R A N C H R E s I D E N TI A L OF CARLSBAD REGARD/N(J GRAD/N(J SHOl'IN ON /HIS SET OF Pl.ANS. 2. APPROVAL OF /HIS PLAN DOES NOT LESSEN OR WAIi!£ ANY PORTION OF /HE Ja STORM DRAIN PIPE S/-IAlL BE R[JNFORCfD CONCRETE: PIPE 'MTH A MINIMUM 0-LOAO OF 1,350 OR ASBESTOS C£MENT PIPE 'MIH A MINIM/JI,/ D-LOAD
CA/llSBAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAi. APPROVA4 CITY OF 2,000. FOR PRIVA Tf: STORM DRAINS, PIPES UP TO 15" PVC MAY BE UT/t.JZED PROVIDED OEPT/-1 IS LESS /HAN 1.5 FffT ANO BACKF/1.LEO f!IT/-1
LEGEND
285
STANDARDS OR OIHER ADDITIONAL DOCUMENTS LISTED H£R£0N AS TI-IEY MAY J/4" ROCK PER SDRSO S-4 TYPE "C" ANO PIPE MEETS AS1M STANDARD JOJ4 FOR SOR JS SOI.ID WALL P/Pf: CA s s I A p A 9
PERTAIN TO THIS PROECT. 1HE ENC/NEER IN RESPONS/81.£ CHARGE SHALL J1. 'M-/fRE AN EX/STINl1 PIPE UNE IS ro BE ABANDONED AS A RESULT OF /HE GRADING OPERATION, IT SHALL 0£ REMOVED WI/HIN TWENTY FffT OF -~ c )
, PLAN NIJMBtR {R=F/f';fRS£)
. LOT NUMBER REVISE IHESE PLANS 'M-/Ef'I NON-CONFORMANCE: IS 0/SCOVERED. BUH..DING OR STRffT ARO.S ANO REPt.ACEO 'MTH PROPF:lll Y COI.IPACrm SOILS. IN OIHER ARF:AS. Tl/£ PIP£ KfU. 8E PLUGGED WIT/-/ CONCRfTF: OR
J. CITY APPROVAL OF Pl.ANS DOE$ NOT FIEUEI,£ IHC OEVE!.OPER OR ENG/NE[R-(1'"-REMOVED AS APPROVED BY TH£ CITY ENG/NE[R. (LOTS 2 6 9 2 7 3 2 8 0 & 2 8 5 3 3 2)
WORK FROM RfSPONSIBHJTY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS 32. TH€ CONTRACTOR SHALL VERIFY THC LOCATION OF ALL EXISTING FACILITIES {ABO\£ GROUND ANO UNDER GROUND) 'MIH/N 111£ PRO.ECT SITf: i --
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BC PROMP1l y SUFFICIEN1l y AHF:AO OF GRADING TO PERMIT TH£ RfVISION OF TH£ GRADING PLANS IF IT IS FOUND THAT TH£ AC1VAL LOCATIONS ARE IN
!Pf JDS.~
!Fr J05.7!
!GFF 305.2!
, PAO fJ..£VATIDN
SUBMITTEO TO TH! CITY [NGINEER FDR APPROVAL CONR.JCT WITH TH£ PROPOSED WORK.
.f. A RIGHT-<1'-WA y PERMIT FRO/,/ 1HE CITY ENGINEER WILL BC RfQUIREO FOR ANY JJ. Tl/€ CONTRACTOR SHALL NOTIFY AFITCrm UTIUTY COMPAN/£5 (SEE BEi.OW) AT LEAST TWO (2) FULL WORKING OMS PRIOR TO STARTING GRADING NEAR THEIR
~~~T£n: 1:i~~~T ~ J:5 .f:J:G ~ :;ff!rMtJ.. :!1¾.1':,~ ts FACHJ71ES ANO SHALL COORD/NAT£ TH£ WORK WIT/-/ A COMPANY RfPRESENTATI',£.
AN ADDITIONAL INSUREO ON TH! PERMITTEE:'S PO/JCY IN THC AIJN/1./U!,/ AMOUNT UNOO?GROUNO SERI/IC! ALERT 1-800-422-41JJ CIIY OF CARt.SBAO (STIIEETS .t STORM DRAIN)
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. 1HE INSURANCC SOG&! 1-800--660-7343 CIIY OF CARLSBAO (S£11fR,WAJcR .t RECLAIMED WATER)
(760) 434-2980
(760) 4J8-2722
COMPANY WR/7/NG 1HE POI.ICY MUST HAVE" A RATING OF •;,• ANO A Sil£ SBC t-800-892-012J
CATfGORY OF CL.ASS VAS ESTABLJSH£0 BY 'BESIS" KEY RATING W/0€. ADElPHIA CABI.£ COMMUNICATIONS (160) 438-7741
_,, UNl.£SS EXEMPTfO BY S£CTION JOl.(b)5 OF Tl/£ UNIFORM BU/WING COD£, COX COMMUN/CATIONS (760) 806-9809
RETAINING WALLS DUTS/0£ OF PUEII.Jt RIGHT OF WAY R£QUIR£ SfPARA TE: J.f. PERMIT COAIPUANCC REQUIREMENTS:
PtRM/TS FRW THC BUR.DING DfPARIMENT. A. FOR CON71?0l,L£0 GRADING-1H€ APPUCANT HIRES ;, CIVIi. ENGINEER. SOILS ENGINEER, AND/DR GEDLDC/ST TO GI\£ TfCHNICAL ADVICE; OBSERVE: AND
4 NO WORK SHALL COMMENct: UNTIi. ALL PERMITS HA\£ BEEN OBTAINEO FRO/I TH! CONTROC Tl/€ WORK IN PROGRESS {l.5.18.120A.8./ CA/llSBAD MUNICIPAL COD£. CITY ANO OIHER APPROPRIA TC AGENCIES.
l. APPROVAL OF THES£ Pl.ANS BY /HE CITY ENGINEER DOE$ NOT AUIHORIZE ANY
WORK OR GRADING TO BC PERFORMED UNTR. TH£ PROPERTY O'M-IER'S P£RMISS/ON
HAS BEEN OBTAINED ANO A VALIO GRADING PERMIT HAS B£EN IS,VEO.
ll NO REVISIONS llflL 8£ MAO! TO THESE PLANS WITHOUT TH! WRITTEN APPROVAL
OF THC CITY ENGINEER, NOIFO f!IIH/N THC REVISION 81..0CK, ON 1HE
APPROPRIA TC SHEET OF IHE Pl.ANS ANO /HE TITLE SHEET.
9. ORIGINAL DRAIIINGS SHALL BECOA/t: TH£ PROPfRTY OF TH£ CITY UPON fJE/NG
SIGNED BY 1HE CITY ENGINEER.
8. PRIOR TO FINAL APPROVAL OF A GRADING PtRMIT-THE FOLLOWING REPORTS MUST 0£ SUBMITTEO TO TH£ CITY €NG/NEER VIA TH£ PRO.ECT INSP£CTOR
{1.5.18.120A.ID/ CARLSBAO MUNICIPAf. COOO
(1) FINAL REPORT 9Y SUPERVISING GRADING ENG/NEtR STATING ALL GRADING IS COMPt.ETE AU. EROSION CONTROi. SI.DP£ Pf..ANTING AND IRRIGATION
ARE INSTALLEO IN CONFORAIANC! IIITI-I CITY COO£ ANO TH£ APPROVEO PLANS {OBTAIN SAMPLE OF COMPLIANCE: LETTER FROM CITY ENGINEER D£PARIMENT).
(2) AS-BUR. T GRADING PLAN.
(J) REPORT FROM TH£ SOILS £NG/NEER, WI/IC/I INCLUDES RECOMMEND£0 SOIL BF:ARING CAPACITIES. A STA ID,/ENT AS TO Tl/£ DIPANSI\.£ QUALITY OF TH£
SOIi., ANO SUMMARIES OF FIEl..O ANO LABORATORY TESTS. THC R£PORT SHALL ALSO INCLUDC A STATEMENT BY TH£ SOILS ENGINEER THAT TH£ GRADING
WAS DON£ IN ACCORDANCC f!ITH TH£ REQUIREMENTS ANO RfCOMMENDA TIONS OUTLINED IN TH£ PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS /HERETO.
(4) REPORT 'MTH AS-BUR.T GEOLOGIC PLAN, IF REQUIRED BY TH£ CITY. 10. Tl/£ ORIGINAL DRAWING SHALL BE REVIS£D 70 R£Fl.£CT AS-BUILT CONDITIONS BY TH£
ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANC! OF 111€ WORK BY 1HE CITY.
H. ACCESS FOR FIRE ANO OIHER [Al[RGENCY VEH/C1..ES SHALL 8E MAINTAINED TO
Tl/€ PROECT 5111: AT Af.L TIMES OUR/NG CONSTRUCTION.
J.5. UNl£SS A GRADING PfRMIT FOR THIS PRO.ECT 1$ /SSUfl) WI/HIN DI-IE (I) )'[AR AFTER THE CITY £NG/NffR'S APPROVAi., TH£S£ Pt.ANS MAY BE REQUIRfO TO IJ£
RESUBAI/TTEO FDR PtANCHECK. PI.ANCIIECK FffS llflL 8E REQUIREO rbk ANY SUCH RECHECK.
12. 111-/ERf TRENCHES ARE WITHIN CITY EASD.IENT/J, A SOit.$ REPORT COMPRIS£0
OF: (A) SUMMARY SHffr, (BJ LABORATORY WORK SHECTS ANO (C) COMPACTION
CUR\£5, Sf/ALL BC SUE3MITTEO BY A PROfcSSIONAL ENGINEER OF fH£ STA 11: OF
CAUFORN/1,, PR/NC/PALL y DOING BUSINESS IN TH£ FIELD OF APPUEO son.s
JS. 111£ SOILS R£PORT ffTLEO /µ1r1M Js-'4&4Ql[O (ocrcr ~p l(OUt',,H AWO ~1/Jli
C.R.AD•N 't , Pl\ 6-IO f',1•/2. 1 ~l(Ull 11!_..se.it I'( Lt:16HTON &P, SS OC.llf ~, l11c.
MECHANICS. THC SOH..S R£PDRT WILL BE SUBAIJTTfD TO IHE CITY ENGINEERING
INSPECTOR WITHIN TWO (2) WORKING DA rs OF THE COMPLETION OF FIELD lfSTS.
1J. A SOILS COMPACTION R£PORT AND CDMPLJANC! VER/FICA TION REGARDING
ADHERENC£ TO RECOMMEND!, noNS OUTIJN[O IN /HE SOILS REPORT IS REQUIRED
PRIOR TO 1H£ ISSUANCC OF A BUILDING PERMIT. ALL CONTROi.LEO GRADING
SHALL Elf DONE UNDER THE DIRfCTION OF A PROffSS/ONAL ENGINEER OF 1HE
STAT£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN Tl/€ FIELD OF APPLIED
son.s MECHANICS. ALL F1I..L OR FIJ1VRE FH..L AREAS SHALL BC CONSTRUCYF:0 IN
ACCORDANCC f!ITH THC CITY OF CARt.SBAO STANDARD SPECIF/CATIONS ANO TH£
" EARIHWDRK SPEC/RCA TIONS • A TTACHEO TO 1H£ PREUMINAIIY SO/LS
INVEST/GA TION. DAILY FIELD COMPACTION REPORTS llflL 8£ SUBAIITTfD TO TH£
PROJECT INSP£CTOR.
14. A P8£CQNSTRUC11DN MffTING SHAil fl£ HfJO AT 11-1( STE PR/QR TQ T1f(
flfG/NNING Of iK'/RK ANO SHA// Rf A UfNOEO RY All 8£P8E.5fNTA U\/fS
RESPONSIBI.E FOR CONSTRUCTION. INSPECTION. SUPERVISION. TfSTING ANO ALL
•W • ,. ,H. D ,_j/1~ CONTRACTVtt SHALL SCHEDUl.~ Tl/£ MEETING
THROUGH THC Pt:RMIT CLERK 760-4J8-J891) AT LEAST Al!£ (S)
WORKING DAl'S PRIOR 70 TARTING CONSTRUCTION. APPRO'.tO ORAIIINGS
A/UST 0£ AVA/lABIE PRIOR TO SCHEDULJNG. THC GRADING PERMIT llflL BC PROVIDED
BY THC PRO.£CT INSPECTOR AT Tl/€ MlCTING.
1_,, Alt INSPfCUON 8£QU[ST$ 011-lfR 11-IAN FOR P8£CQNST11fJCUON MffllNG MIil fl£
rf6~ 6Jl~1N1irfFIJl&:'&S'dfs Wi1 /lW!iW/l'o l{!t,fg 2fU:ei'
ON THC DAY EJEFORC THC INSPECTION IS NEEDED. INSPECTIONS IIIU. 8£ MAD£
1HE NEXT WORK DAY UNLESS YOU RfQUEST OIHERWISE. REQUESTS MAO! AFTER
2: 00 P.M. llllL Elf SCHEDULEO FOR 00 (2) FULL WORK DA rs LATER.
111 THE O'M-IER ANO/DR APPLICANT THROUGH THE D£VEI.OPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DfllfCES, INCLUDING
SHORING, ANO SHALL BE SOLE!. y RESPONSIBLE FOR CONFORMING TO ALL LOCAi.
STA 11: ANO FrDERAL SAFfTY ANO HF:AL TH STANDARDS. LAWS ANO RECVI.A TIONS.
17. Tl/€ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 670.5 BY SUBMlmNG
A DETAH. PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOIIING
THC DESIGN OF SHORING. BRACIN(J 51..0PING OR OTHER PROWSIONS 70 Elf MAD£
DF WORKER PROYF:CTION FRO/I THC HA.ZARO OF CAVING GROUND DURING TH£
E:XCA VA TION OF SUCH TRENCH OR TRENCHES OR DURING TH£ PIP! INSTAl.LA TION
THEREIN. THIS Pt.AN MUST BE PREPAREO FOR ALL TRENCHES Fil!£ FrET (5') OR
MORE IN DEPTH ANO APPROVED BY TH€ CITY ENG/NlCR AND/DR to/lCERNEO
AGENCY PRIOR TO [XCA VA nON. IF lHE pt AN VARIFS FRO/J T1f( SHORING sysm.t
STANDARDS ESTA£J/.JSHEO BY THE CONSTRUCT/ON SAFETY ORDERS. Tin.£ II
CALJFORNIA AQI.IINISTRA Tl',( COO£. THC Pl.AN SHALL BE PREPARED BY A R@SIDIEO ENGINEfR AT 17-1£ CONTRACTORS FXPQIS!. A COPY OF 111£ OSHA
E:XCA VA TION PERMIT MUST Elf SUBAl1TTEO TO THC INSP£CTOR PRIOR TO
E:XCA VA TION.
tll. NO Bl.AST/NG SHALL fl£ PERFORl,/EO UNTIL A VAL/0 81.ASnNG PtRMIT HAS BEEN
OBTNNED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR £JI.AST/NG
f't:Rl,/JT f!EIL IN ADVANCE DF 1HE SCHEDWNG OF 81.ASllNG OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS llflL CEASE IA/MEDIA 1El.. Y, AND THC
PERMITTEE: WILL NOTIFY THC CITY ENGINEER. OPfRA nONs WILL NOT RfSTART
UNTIi. THE PERMITTEE: HAS RECEIVEO 'MIITTfN AUIHORITY FRO/,/ 1HE CITY
ENG/NE[R TO DO SO.
20. ALL OPERATIONS CONDUCTEO ON THE SITf: OR AOJACENT TH[R[TO, INCLUDING
WA/iM/N(1 UP, lifl'AJR, AR/i/YAJ.. DFPA/i1Uli€ OR Of'ERATTON (f mucKS,
EARIHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTliER ASSOC/A rm
GRADING EQUIPMENT SHALL 13£ UM/rm TO TH€ PfR/00 BETWEEN 7:00 A.M. ANO
SUNSCT fACH DAY. MONDAY THRU FR1DAY ANO NO EARTHMOVING DR GRADING
OPERATIONS SHALL BE CONDUCrm ON flITKENDS OR HOLJDA YS. {A UST OF CITY
1/0I.IDA rs IS AVA/1.ABI.E AT 1HE €NG/NEERING DEPARIMENT COUNTER.)
21. ALL W-$~ HAUi, RQUTfS flf."'f-'i Bl SIJBMlr!EO BY Tl/[ CONTRACTOR 10 THC CITY ENGINEER FQ APPROVAL TWOJ FUl..l WORKING DA )S PRIOR TO BEC/NNING OF llt:JRK.
22. IMPORT W. 7fRIAL SHALL 8£ OBTAINED FROM, ANO WASTE: MA 1£RIAL SHALL BC
OEPOSITEO AT, A 5111: APPROVEO BY Tl/£ CITY ENCINEfR. Tl/€ CONTRACTOR
SHALL Bl RfSfJQNS/Btl FOR ANY DEBRIS DR DAMAGl OCCURRING ALONG Wt HAUL
ROUTfS DR ADJACENT STREETS AS I, RESULT OF THE GRADING OPERATION.
21 BRUSH SHALL IJ€ REMOVEO ONt. Y f!IIH/N TH£ AREA ro IJF: GRADEO. NO TREES AR£
TO BE REAIOVEO UNl.£SS SPECIF/CALL y Norm ON THE PLAN.
24. All AREAS SHALL 0£ GRADED TO DRAIN. GRADING RESULTING IN 1HE PONDING OF
WATER IS NOT PERMITTfD.ALL EARTHEN SWALES ANO 0/rcHES Sf/ALL HAVE: IX MIN. SI.OP£
2_,, THESE Pi.ANS ARC SU8ECT TO A SIGNED ANO APPROVEO SET OF f:ROSION
CONTROL Pf..ANS. EROSION CONTROL SHALL 8£ AS SHOl'IN ANO AS APPROVED BY
Tl-IC CITY ENGINEER OR AS 0/RECrm BY THE PRO.ECT INSPECTOR.
211 ALL SI.OPES SHALL BC TRIMMED TO A FINIS/-/ GRAO! TO PROD/JC£ A UNIFORM
SURFAC! ANO CROSS SECTION. TH£ SIT£ SHALL BE L£FT IN A NF:A T ANO
ORDE/ll Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BC R£AIOVEO
ANO DISPOSEO Of AT A 51Tf: APPROVEO <1' BY Tl/£ CITY 0/GINEER.
2l. ALL SI.OPES SHALL BC /RR/GA TED, STAB/1..IZEO, PLAN rm ANO/OR HYDROSEEDED
WITHIN TEN (10) DA rs OF /HE TIME Wl-lfN EACH SI.OP£ IS BROUGHT TO GRAD£
AS SHOl'IN ON TH£ APPROVEO GRAOING Pl.ANS.
211. LANDSCAPING SHALL BC ACCOMPLJSHEO ON ALL 51..0PES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAO LANDSCAP€ MANUAi.. TH£ LANDSCAPING PLANS FOR
THIS PROECr, DRAWING NO. 377-Jl. AND/OR AS DIRECTED BY THC CITY
ENGINEER DR Pl.ANNING DIRECTOR.
CONTRACTOR'S NOTE
ALL GRADING SHALL BE DON£ IN ACCORDANC£ WIT/-/ TH£ RECOMMENDATIONS
ANO SP£CIFICA TIONS CONTAINED IN SAID SOILS REPORT.
'DECLARA T10N OF RESPONS/8LE a-lARGE'
I HEREBY DECL.AR£ THAT I AM THE ENGINEER OF WORK FOR /HIS PRO.ECT, /HAT I HA VE fXERCISED
RESPONSIBLE CHARGE OVER TH£ DESIGN Of TH£ PROECT AS DEFINED IN S£CTION 5703 OF TH£
BUSINESS AND PROFFSSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT IIIT/-1 CURRENT STANDARDS.
I UNDER STANO Tl/A T Tl/€ CHECK OF PRO.ECT ORA 'MNGS ANO SP£C/ACA TIONS BY /HF: CITY OF
CA/llSBAO IS CONFINEDTO A REVIEW ONLY ANO DOES NOT R£LJ£V£ ME, AS ENGINEER Of WORK,
Of MY RfSPONSIBUTIES FOR PROECT DESIGN.
FIRM: PROJECT DESIGN CONSUL TAN TS -----------------
ADDRESS:_~70~l~B~S~TR=£=E~T.~SU~l~T£~0~00~-----
CITY, STA TE: SAN DIEGO, CALJFORNIA
TELEPHON£: (619) 235-6471
BY: GR~. SHIELDS
R.C.£. NO. 42951
VZ..•l><>':i
DAT£:
---------------REGIS TR A 110N EXP/RA 110N DA TE: OJ-JI-Oil --------
SOILS ENGINEER'S CERT1FICA TE
I, W,~.._.\). Cl~ {or \...~ A REG/STEREO CIVIL £NG/NEER OF
1H£ STA TC OF CAUFORNIA, PR/NC/PALL OONG BUSINESS IN TH£ Fl£1..D OF APPLIEO SOIL
MECHANICS. HERfBY CERTIFY /HAT A SAMPLING ANO STUDY OF TH£ SOIL CONDITIONS
PREVALENT 'MTI-IIN Tl-ll~SITF'-WAS MADE BY ME OR UNDER MY OIRECTIJ}N.BbntE:EN TH£
DATFS OF ~~~,-d'-IH,,\. , 20~ ANO 9'flt.~•'"-,,.
204'/ TWO (2) COMPI.E COPIES OF 111€ SOILS REPORT COMP/LEO FROM THIS STUDY,
WITH MY R£COMM£NDA TIONS. HAS BEEN SUBMITTED TO Tl/£ OfFICE: OF TH£ CITY £NG/NEER.
SIGNEO: _.M=tL..=e:;,Fa!,'<. di~",:::-~~--DAT€: 1At/d~ ~~~~ .. ft
WILLIA/I DA V/0 OLSON -u 'f'/. V' '" "· ~
~
fl.•11.;':7 ,JI ~ \ R.C.£. NO.: 45283 LJCENSE EXP/RATION DA 1E": 09/Jd, OIJ :,-Wo .~ ~ , ~ ::. .. • .
l ~11 -i., V''ti• . lli)
OWNER'S CER1FICATE: \~1 crv 11. "~~/
~If".-~\l~ I {fl£) HEREBY CERTIFY THI, T A REG/STfRED SOILS €NG/NEER OR GEOLOGIST HAS BEEi/: Qfe fli/1
BC RETAINEO TO SUPtRVISE OVER-ALL GRADING ACTIVITY ANO ADV/Sf ON TH£ COAIPAC
ANO STABIUTY THIS SIT£.
l=-"'f'/".....1?_-___ T)il1woo?r@wl 11/21,-11/
NAM£ TITLF: DA Tf:
OWNER/DEVELOPER
NAME:
ADDRESS:
PHONE:
GREYSTONE HOMES
1525 FARADAY A VENUE, SU/Tf: JOO
CARLSBAO, CA. 92008
(760) 918-7765
NOTE: Tl-IE CONSlRUCTION OF UNDERGROUND FACll.JTIES SHALL NOT BEGIN UNTIL A LEmR
HAS BEEN SUBMITTEO TO THE C/rY ENGINEER FRO!./ /HE SOILS ENGINEER STA TING
TH£ SEffifMENT FRO!/ ROUGH GRADING IS COMPLETE:.
BRESSI RANCH REFERENCE DRAWINGS
SE£ ORA IIING NO. 400-11 FOR BRESSI RANCH RESIDEN71AL S111E[T IMPROVEMENT Pt.ANS.
SE€ ORA IIING NO. 400-8/o FOR MASS GRADING ANO EROSION CON TRDI. PLANS.
SE€ ORA IIING NO. 400-BC FOR BRESSI RANCH RfSIDENTIAL STORM DRAIN PLANS.
SE€ DRAWING NO. 41J-7 FOR BRESSI RANCH RESIDENT/Al. IMPROVEMENT PLANS.
SE€ DRAIIING NO. 413-71, FOR BRESSI RANCH RESIDENTIAL GRADING PLANS.
UNAUlllORIZEO CHANGES & USES: The engineer preparing
these plans will not be responsible for, Dt liable for, unauthorized
changes to o, uses of these pion•. All changes ':o the plans must be
in writing ond must :,e approved by the preparer of these piano.
Colifornlo Council
of Clvl Engineer•
NPORTANT NOTICII
Seclion 4216/4217 of tho Government
Code require1 that a Di9 Alert Identification
Number bo issued before a
& Land Surveyors
Construction controcta,r a~rees that in accordonce tl'ith ~enerally accepted cons+.ructioti "Permit to Excavate• will b1 valid.
l
6
SHEET INDEX
'
PROJECT
SITE
VICINfTY MAP
NOT TO SCALE
SHEET I . . . . . . . . . . . . . . TITLE SHEET
NS£mA
LAN£
SHEET 2 ... , .. , ... , ...
SHEETS J-9 , . . . . . . . . . .
S/-IEET 10 . , ... , , .....
. KEY MAP, DETAILS. SPECIAL NOTES
. Pl.AN VIEW
. LOT SUMMARY TABLE
SOURCE OF TOPOGRAPHY
TVPOGRAPHY SHOWN ON THfSE PLANS WAS GENERA TED IJY PHOTOGRAMA/f:Tl?Y
MF:THODS FROM INFORMATION GA 7HERED ON MAY 11. 1998 BY
SAN-LO AERIAL SUR1,£YS ANO FRO/I MASS GRADING CONTOURS PER OW!. NO. 400--BA.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANOAROS.
BASIS OF BEARING
TH£ BASIS Of' BG.RING FOR 711/S SURVEY IS Tl-/£ CALIFORNIA COORDINA 11:
SYSTEl,I. NAO 8~ ZON£ 5 ANO WAS ESTABLISHED BETWEEN STATION NO.
V-2002 PER R.O.S. 14023 AND STATION NO. SOGPS-41 ESTABLISHED BY
TH£ COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CON1110l
BOOK, /.£., N88 54•05•w.
Tl-IE COMBINEO SCA/.£ FACTOR AT STATION V-2002 IS 0.999944419. GRID
DISTANC£ = GROUNO DISTANCE: X COA/8/NEO SCALE FACTOR. ALL MEASUREO
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE
AT STA710N V-2002 IS -0"32'51.881"
QUOTEO BEARINGS FROM REFER£NC! MAPS/DEEDS MAY DR MAY NOT BE IN
TfRMS Of SAIO SYSTEM.
LEGAL DESCRIPTlON
LOT 9 OF CARLSBAD Tl?ACT CT 00-08 IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO. STA TE OF CALIFORNIA ACCORDING TO Tl-/£ MAP THEREOF NO.
14600, RLEO IN TH€ OfFICE: OF Tl-IE COUNTY RECORDER OF SAN DIEGO
COUNTY ON MAY 29, 200J, ANO Tl/€ REMAINDER LOT OF CARLSBAD TRACT NO.
02-14 UNIT NO. 4 IN THE CITY Of' CARLSBAD. COUNTY Of' SAN DIEGO, STAT£
OF CALIFORNIA, ACCORDING TO MAP 7HEREOF NO. 14775, FILED IN 711€ OFACE:
Of Tiff COUNTY RECORDER Of SAN DIEGO COUNIY ON APRIL 29, 2004. THIS
PLAN SET INCLUDES ONLY LOTS 269, 27J-280 ANO 285-JJ2.
PROJECT LOCA T10N
TI-IIS PRO.£CT IS LOCATED IIITH/N ASSESSORS PARCEL NUAIBER(S) 213-122-02
THE CALIFORNIA COORDINATE INDEX OF T/-1/S PROJECT IS: 1990-6252
BENCH MARK
SPECIAL NOTES
/HE FDI..LOIIING NOTES AR£ PROVIDEO TO GIi/£ DIRECnONS TO TH€ CONTRACTOR BY THE ENGINEER
Of WORK. THE CITY ENGINEERS S/GNA 11JR€ ON IHESC PLANS DOES NOT CONSllllJT£ APPROVAL OF
ANY OF THfSE NOTES AND TH£ CITY IIILL NOT BE RESPONSIBLF: FOR THflR ENFORCEMENT.
1. TH£ LOCATION OF EXISTING UT/UT/ES AR£ BASED ON AVAII..ABlE RECORD INFORMATION. CONTRACTOR
SHALL VERIFY TH£ LOCATION AND El.CVA noN OF ALL EXISTING FACILITIES (ABOVEGROUNO AND
UNDERGROUND) IIITHIN THE PRO.ECT SITE. THIS HORK SHALL BE PERFORMEO SUFFICIENn. Y AHF:AO
OF CONSTRUCTION 70 PERMIT CITY APPROVAL REVISIONS TO TH£ CONSTRUCTION Pl.ANS If AC1VAL
LOCATIONS ARE FOUND TO BE IN CONfUCT WITH 1HE PROPOSEO WORK. CONTRACTOR SHALL NOTIFY
ENGINEER OF 'IK)Rt( OF ANY CONFLICTS OR ANY OTHER UT/UT/ES ENCOUNYF:REO PRIOR TO PROCEEDING
111711 CONSTRUCTION.
2. CONTRACTOR SHALL TAK£ PRECAUTIONARY MF:ASURES TO PROTECT TH£ UTILITY LINES SHOl'IN ANO
ANY OIHER UNES NOT OF RECORO OR NOT SHOWN ON THESE PLANS ANY PAVEMENT DR OIHER
EXISTING SURFACE: IMPROVEMENTS DAMACED BY CONTRACTOR SHALL IJ€ RlPiACfD AS RfQUIRED BY
/HE CITY OF CARLSBAD ENG/NEtRING D£PARIMfNT.
J. SAFrTY PRECAUTIONS AND ADfQUA 11: BARRICADING ro BC IN FORCE BY TH€ CONTRACTOR AT ALL
T/1./fS. NEJIHfR TH£ OM/ER NOR TH£ ENGINEER Of WORK lllll ENFORCE SAFETY MF:ASURES OR
REGULATIONS. TH£ CONTRACTOR SHALL DESIGN, CONSTl?UCT, ANO MAINTAIN ALL SM"£TY DEVICES,
INCLUDING SHORING, ANO SHALL 0£ SOI.ELY RESPONSIBL£ FDR CONFORMING TO ALL LOCA4 STAT£
AND FfDERAL SAFfTY ANO HEALTI-I STANDARDS. LAl+S AND REGULATIONS.
-t. ALL LENG/HS ANO DISTANCES FOR IMPROVEMENTS SHOl'IN ON THfSE Pl.ANS AR£ MF:ASURED IN A
HORIZONTAL Pl.AN€.
5. 1HE DISPOSAL OF ANY ASBESTOS CEMENT PIP£ SHALL BC IN COMPUANC£ 'MT/I ALL CURRENT LOCAi.
STA TE ANO FEDERAL REGULATIONS.
6. TH£ WORK TO 8£ DON£ SECTION ON THIS SHEET USTS TH£ STANDARD SPtCIFICA TIDNS ANO DRA'MNGS
USED DURING TH£ IMPROVEMENT Pt.AN / GRADING Pl.AN DESIG1'1. THES£ PLANS HA 1,£ BEEN PREPARED
IN ACCORDANCE: WIIH TH£ CURRENT EOITIONS OF THE STANDARD SPEC/RCA TIONS ANO DRAIIINGS IN
EFFECT ON THE DA 11: OF 111€ SIGNA 1VR£ BY TH£ ENGINEER OF WORK.
AIR OUALJTY NOTES
l ALL GRADING SHAil 8£ DONE Ill COI.IPIJANC£ f'l/7/1 SOAPCIJ ANO CARS
STANOARJ)S ANO REQIJIREI-IEIITS ANO 0/JST CONll/Ot. STANDARDS IN nll.E 2/
IT l1I£ CAI.JFORNIA AOIIINISTRA 110N COO£.
2 WATERING IT 1/1£ GRADING S/11: SHALL TAK£ Pl.AC£ 8EHJRE ANO 0//RING
GRAD/NO (PERA llONS ffJ MINIMIZE 0//ST C£NfRA 710N. A WA !ER /RIJCK SHALL
8£ REr)tJIRE1) TO 8£ ON S/TF AT ALL 111.fES ro 1/1£ SA1/SFAC110N IT 11/E
OTYENGINWl.
WORK TO BE DONE:
TH£ GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
ORA/NAG! FACIUTIES, EROSION CONTROL FACH.JTlfS, AND Pl.ANTING Of PERMANENT
LANDSCAPING AND PR£PARA noN (1'" AS-BUILT GRADING Pi.ANS. ALL AS SHOl'IN OR
RfQUIRfD ON Tl-I/$ SET OF Pt.ANS ANO THE CITY STAWDARDS. SPECIF/CATIONS.
RfQU1RfMENT5, RESOI..U TIDNS ANO ORDINANCES CITfO ON THES£ Pt.ANS.
THE GRADING WORK SHALL 8£ PERFORMf:D IN ACCORDANCE: WITI-I Tl/£ FOI.LOIIIN(] DOCUMENTS.
CURRENT AT TH£ TIA/€ Of CONSTRUCTION, AS DJRECrm IJY TH£ CITY ENGINEER.
1. CA/llS8AD MUNICIPAL COOE
2. CITY OF CA/llSBAO STANDARDS
J. THIS SET OF Pl.ANS
.f. RESOI.U TION NO. 5461 AND 5464 DA rm SEPTEMBER 17, 200J.
5. THE STANDARD SPtCIACA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS RfPORT AND RECOMMENDATIONS BY PACIFIC SOR.S DArm 10/tl/97 AND
ADDENDUM DAJcO 08/01/01.
l. 1H£ SAN DIEGO ARF:A REGIONAL STANDARD DRAWINGS ANO AS MAY 8E MOD/FltO BY
CITY OF CARLSBAD STANDARDS.
==El
~
[2] [2]
~
IB-ffi--3
--s--
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------
-II--11--
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1·
@J 0
~
lSJ
w
co
0
. . . . . . . ' ' . .
, AN/SH flOOR El.EVA TION
, GARAC! FLOOR El..EVATION
. BACKFLOW PREVENTER REQJJ/REO
. AIR CONDITION/NG PADS
. SWALF: (1X MIN.)
. SWALF: HIGH POINT Wllll Fl.OW
LINE El..[VA TION
· fXIST. CURB INLET
. E:XIST. STORM DRAIN PIPE
. EXIST. STORM DRAIN BOX {CLF:AN WT
OR TYPE 'f" INLE:1)
. £XIST. STRU:T LIGHT
EXIST. FIR£ HYDRANT
E:XIST. WATER LATERAL
EXIST. WATER MAIN
E:XIST. SEIIER LATERAL -
fXIST. SEr.fR MAIN
E:XIST. RECLA/MEO WA TEii
TOP /TO€ SI.OP£
. SUBO/VISON BOUNDARY
. FINIS/I GROUNO CON TOURS (PER
GRADING Pl.ANS)
. DA )1.JGHT UN£
... ' .. ;.x,sT.RETAINING WALL TYPC P[R Pt.All
{SfPARA 11: PERMIT REQUIRED)
PE~ G~AD1N6 PlANS 'IIJ-111.
. . • . , . . . . . . . EXIST. {PER IMP.) DRIVEWAY
........ ' .. . STEP TD GARAC!
' .......... . E:XTRA D£P1H FOOTING
. ' .. ' .. ' ' .. . GAS SERVIC€
........... . El.ECTRICAL TRANSFORMER {SDGt J421)
ABO\£ GROUND
........... . ELECTRICAL HANOI-IOI.£ (SDGI JJ12)
fJEI..OW GROUNO
........... , El.CCTRICAL HANDHOI.E (SDG£ JJ15)
BEi.OW GROUNO
' ... ' ...... , fJ..ECTRICAL/CABI..E/PHONt RISERS
8. TH£ CARLSIJAD MUNICIPAL WATER DIS1111CT'S STANDARDS ANO SPfCIFICATIONS
FOR WATER, SEf!fR AND RECI.AIMEO WATER. NOTE: ARE SPRINKLERS WILL BE REQUIRED FOR LOTS 285 TO 288
9. 1H£ CALIFORNIA OEPARTAIENT OF TRANSPORTATION, "MANUAL OF TRAmC CONTROLS
FOR CONSTRUCTION ANO MAINTENANCE: WORK ZONES.
10. 1HE CALIFORNIA DEPARTMENT OF TRANSPORTA nON STANDARO SPfC/FICA TIONS
OOCUMEN T NO. 769892.
QUANTIIY UNIT
912 IF ...... ___ .. ~,,., .. ' . . . FIBER ROI.LS
11, mt: GAUfO/iNIA WAR1ME1ff Of TRANSl'OllTA TION STANOARO l'tA/'I,
DOCUMENT NO. 769691. IJ,74-8 IF
__,,.. ___ _
J" PVC YARD DRAIN
' --~_J,".,,,.O;_ 12. TH£ STORM WA ID! POLLUTION PREVENnON PLAN (S'M'PP) PRfPAREO BY
PDC DA TEO APRIL 2004. 220
112
EA
£A
. GRA 11: INLE:TS, 4" NOS A TR/UM DRAIN
OR APPROVED EQUAL
EARTHWORK OUANTTTTES
CUT: 2,850 CY
FILL: O CY ..... ' ......... .
IMPORT:_ . . . . . . . . . . . . . . O CY
EXPORT: 2,850 CY
REMEDIAL: D CY
NOTE: 1HE ABO\£ QUANTITIES AR£ FOR
BONDING PURPOSES ONLY ANO SHOULO
NOT BE USEO FOR FINAL PAY QUANTITIES.
WD/D # J ,1<: 328 693
CONST. Pi110~1T'f: H 16,H
SIDEWALK UNDERDRAIN PER 0-27
2,500 £A =· . . , GRAVE!. BAGS
2 EA . J" PVC YARO DRAIN CLEAN wr
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
PRIVATE CONTRACT
These As-&ilt P.eciU Gcoang ?Ian, onty ,op,osort tt• DRAWINGS UNLESS 011-IERWISE INOICA TEO.
~:;~'11z~J'l'.~tfi'104°'~t,tts•'0
""
1
'1°~~,.~':0,.°' §1:ANN~N DEPARTMENT APPROVAL
el••abon (iotterd.i.,,31r,1,9, ~n .. o• ~,i,1,,,.~1,t;,.-t, 0s) . } /JO• J.
and dcalnage 5 wa:p _io,~'l'~'i".• ('ei'o, 4'1, DATE, /~ __.,--_,A .IJ 4 / ·
dated ,/l?{p5, IZ/te/o~. 3/J&&~~-ba,,<1 ~n -f,,w. (SIGNED) #~ ,C~ :i-ZS"-o 8
,urveyf"'ld •~ !al<.,, •ttiecomple!ion o1 oac"otth... MICHAEL J. HOLZMILLER Pl.ANNINO DIRECTOR DA TE:
conarruc1ions!agee. Theydonol•ep,esenlthea,-buil ' 4(;/a~ EXP. lt-31-08'
condlt,ons for any other ilems "'1own on thON plan, o,, ('.'.:L::1::; ~QM.-DA TE:~ //ft / re. ~R::::C:.E...=:::::::=:::=...~~=====-----1
pri,ato property (ocllide of tt,o public nght-ot-,.ai, ~SIGNED) '1 / 1.,-.., REVIEWED BY:
RECOMMENDED BY: ~~ W~o ~/1~0 -~.0~r)~-=~na=----@-ll'l,t?C"(
(PRINT NAME) INSPECTOROATE
•As BUILT»
I SHEET I CITY OF CARLSBAD ~
1---.+----11----------------+--+---+---1-----t ::='=~=::::::E::N::Gl=N::EER::::::::IN::G=D::EP:::::::AR::TM:::::::::E::NT:::::::=~~=::::i·;::!
PRECISE GRADING & EROSION CONTROL PLANS FOR: '-
BRESSI RANCH PLANNING AREA 9
LOTS 269, 273-280 & 285-JJ2
practices. construction contractor will bai required to assumt: sole and complete ~esporsibility f°' California Council
jol> site condition, during th• course of construction of the project. including safety of all persons
ond propart:,s that this req1.Jirement sholl be mode to □pply continuously and not be limited to of Clvl Engineers
nDrmal working hours, and construction controcto< 'urther agrees to defend. indemnify ond raid & Land S\l"veyora
city of Son Diego harmless from any arid all liability, real Of' alle<;ied, in connection ,111th :he
for your Dig Alert I.D. Number Cal
Underground SeNict Alert
TOLL FREIi 1•100•421-4188
Two working days before you dig
DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANOARO SUR\,£Y Kfl.L ON
CENTERLINE Of' El. CAMINO REAL DATE INITIAL DATE INITIAL DATE INITIAL &.i~DBJ~: {fli PROJECT NO. DRAWIN() NO.
pllrfarmanca of work on ttiis project. exceptlrg lfobility arising frorn th• sol• riegligenct of city of
Son Diego professioPal.
LOCA110N: COUNTY Of SAN DIEGO BENCHMARK D£SIGNA noN NO. R1800 288+89 EC
El.EVA TION: 311.407 ltf.S.L DA TUM: N.G. V.O. 29 :NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAi aTY APPROVAL RVWD BY: /'::s CT 02-14 (4) 4tJ-7S:
r: \Engr\2401\PAJ\Plct Plao\PA9-Ph2-Ph6\24,]7 _ _1_2-6p/f01 '.!wg 11/)J/2004 10:0 Cl M.I PST
I
j
; )\
f ·' .
h• i ,_,: ~.q; :t, :er:
vi
..
\
\
\
\
\
KEY MAP
SCALE: I• = 150'
0 ------
KEY MAP LEGEND
PROJECT BOUNDARY
lOT l!NE [ = =~ SHEET NO.
310 lOT NUMBER
NOTE= FIRE SPRINKLERS WILL BE REQUIRED FOR LOTS 285 TO 288
MNNTENANC£/STORAGl NOTE:
CONTRACTOR TO PR0"10£ /,fAJNTfNANCE/STORAG£
ANO CONCR£TC WASHO/JT ~ Pf.AN TO THE CITY
Of CAll(S8AO PRKJR TO START OF CONS7RIJC TION.
R/W
J(J'
17'
6(1
JO'
17'
R/W
N
-~
~
10% LOT 'MOTIi '• (8' MIN.)
'
FF=
A.· .. . a',·.,·""':"'. ,'"--;,::i:..:·.c.c•+-'f.c-<.~r&'?ATION 'I'"_=,.~: ·t. 'l --
STANDA DEPT/-/ J> •
FOO TING P SOILS £:NG. ~ ~ d
12• JO"
12" MIN.
EXTRA DEPTH FOOTING
NO SCALE
FfNCE: DE.TAIL
PE:R LANDSCAPE
PLANS
J' MIN.
SIDEYARD DETAIL
FF-
BUILDING
FOOTING
J" P\IC YARD DRAIN AT
Cl. OF SWALE: UNLESS
DTIIE:RVIISE SPECIFIED.
Fl. ELEV PER PLAN
60'
' 12' MIN.
t
-
-
1R
-
NOT TO SCALE
-------
-7
~
RETAINING WALL
HEIGHT ANO TYPE:
SHOMi ON PLANS
NO SCALE
---------------
3R ~
PAO
I
2R
pt
-,......J -
~
-ILJ n-, isl isl
~
I
_J
~-r~ EARYARO
SETBACK 20% LOT wrorn
EROSION CONTROL NOTES:
I. IN GAS£ EMERGENCY IIORK IS REQUIRED, CONTACT .AM URBINA AT (160) 115-1112
(CE!.LULAR) OR KRISTINE ZORTMAN OF LE:NNAR HOMES AT (160) 91/J-7165.
2 EQUIPMENT ANO WORKERS FOR EMERWICY WORK SHALL BE MADE AVAIi.AB!£ AT
ALL TIMES OUR/NG 711E RAINY S£ASON. ALL NECESSARY MATERIALS SI/ALL
BE STOCKPILEO ON SITE: AT CONVENIENT LOCATIONS TO FACIUTA TC RAPID
CONSTRUCTION OF TDJPORARY DEWCES WHEN RAIN IS IMMINENT.
.I DEWCES SHOYM ON Pl.ANS SHALL NOT BE MOVED OR MOOIFIED Vll7110UT TIIE
APPROVAL OF 711E ENGINEERING INSPECTOR.
4. 711£ CONTRACTOR SHALL RESTORE ALL EROSION CONTRQ DEVICES 10 WORKING
ORDER TO Tl/£ SATISFACTION OF 711E CITY ENGINEER ~R EACH RUN-OFF
PRODUCING RAINFAIL
5. 711£ CONTRACTOR SHALL INSTALL ADDITIONAL [ROS/ON CONTROi. MV.SURES AS
MAY BE REQUIRED BY 711£ CITY ENGINEER OU£ TO UNCOMPL£Tf0 GRADING
OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY AR/Sc.
6. 711£ CONTRACTOR SHALL BE RESPONS/81.E AND SHALL TAKE NECESSARY
PRECAUTIONS 10 PREVENT PUBUC TRESPASS ONTO AREAS WH[RE 1/JPO/JNDED
WA l[RS CREA TE: A HAZARDOUS CONDITION.
1. ALL EROSION CONTROi. MEASURES PROVIDED PER THE APPROVED GRADING
PLAN SHAU BE INCORPORA TEO HEREON.
a GRADED AR[AS AROUND 711£ PRMCT PfRI/JETER MUST DRAIN AWAY FROM 111£
FACE OF SI.OPE AT Tl/£ CONCLUSION OF V.CH WORKING DAY.
9. ALL REMOVABLE PROTE:CTIVE OE'ACES SHOl+H SHAU BE IN PLACE AT Tl/£ END
OF V.CH WORKING DAY WHEN 111£ FIVE (5) DAY RAIN PROBAB/UTY FORECAST
EXCEED FORTY PERCENT ( 40~. SILT ANO 071/ER OEBRIS SHALL BE REMOVED
AFTER V.CH RNNFAIL
10. ALL GRA \,fl BAGS SHALL BE BURI.AP 7r1'E V11711 J/4 INCH MINIMUM AGGREGATE
H. S/IOUI.D GERM/NATION OF Hl1JROSf£DEO SI.OPES FAIL 10 PROVIDE EffECTIVE
COVERAGE OF GRADED SI.OPES (90~ COVERAGE) PRIOR TO NOVEMBER 15, Tl/£
SI.OPES SHALL BE STAB/UlE{) BY PUNCH[{) STRAW INSTALLEO IN ACCORDANCE
VIITH SECTION J5.02J OF Tl/£ EROSION ANO SEDIMENT CONTROi. HANDBOOK OF
Tl/£ DEPARTMENT OF CONSERVATION, STA TC Of CALIFORNIA
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION NOTES:
ALL PERMANENT ANO 'fEMPORARY EROSION CONIROC PLANTING ANO
/RR/GA TION SHALL BE INSTAU£0 ANO MAINTAINED AS REQUIR[{) IN
SECTION 212 OF 111£ STANDARD SPECIF/CATIONS ANO 711E FO/..LOlt1NG:
A. Hl1JROSf£D/NG SHAU BE APPLIED TO:
1. ALL SI.OPES Tl/AT ARE GRADED 6: J (HORIZONTAL TO VERTICAL)
OR STEEPER MN TIIEY ARE:
a. 711REE FITT OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC
WALL OR STREET.
b. AU SI.OPES 4 fITT OR MORE IN HEIGHT.
2 AREAS GRADED Fl.A T7rR THAN 6: I WHEN ANY OF Tl/£
FalOWING CONDITIONS EXIST:
a. NOT SCHEOIJLED FOR IMPROVEMENTS/CONSTRUCTION OR
WIERAL LANDSCAPING) 'r!ITIIIN 60 DAYS OF ROUGH
GRADING
b. IOENTIFIEO BY 1HE PARKS ANO RECREATION DIRECTOR AS
HIGHI.. Y VISIBLE TO 111£ PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY Tl/£ CITY
TEMPORARY EROSION CONTROL
PLANTING AN) IRRIGA llON NOTES: cCUIT,
"':
2. TYPE I MULCH APPLIED AT Tl/£ RA TC OF NO LESS 711AN 2000 lbs PER
ACRE. 7r1'E 5 MULCH (SIRAW) MAY BE SUBSTITVW, ALL OR PART, FOR
Hl1JRAUUCALLY APPUEO FIBER MATERIAi. WH[N STRAW IS USED IT MUST
BE ANCHOR[{) 10 1HE SI.OP[ fJY MEGHAN/CALLY PUNCHING NO LESS
711AN 50X Of ll/E STRA '(( INTO Tl/£ SOIi.
.I f[RTIL/ZER CONSISTING Of AMMONIUM PHOSPHATE: SWATC, 16-20-0,
V,,711 15~ SUI.FUR APPUED AT Tl/£ RA TC OF 500 lb •• P[R ACRE.
0. AR[AS 10 BE Hl1JROSEEDEO SHALL BE PREPAR[{) PRIOR 10 Hl1JROSEEDING BY:
I. ROUGHENING Tl/£ SURFACE TO BE PLANIEO BY ANY OR A COMBINATION OF:
a. /RACK WALKING SI.OPES STEEPER Tl/AN 6: 1
b. HARROVIING AREAS 6: I OR Fl.A TTER THA T ARE SUFFICIENTLY FRIABLE.
c. RIPPING AR[AS Tl/AT VIILL NOT BREAK UP USING /'fEMS a OR b ABO.£.
2 CONO/TION/NG Tl/£ SOILS SO Tl/AT IT IS SUJTAB/.E FOR Pl.ANTING liY:
a. ADJUSTING 711£ SURFACE SOIL MO/SIURE TO PROV/OE A DAMP
BUT NOT SA IURA TEO SEED 8£0.
b. THE AO/)/TION Of SOIL AMENDMENTS, Pl( ADJUSTMENT, LV.CHING
OR COVERING SAUNE SOILS TO PROVIDED VIABI.E CONO/TIONS
FOR GROW71/.
E. Hl1JROSEEDED ARV.S SHALL BE MAINTNN[{) 10 PROVIDE A VIGOROUS GROW71/
UNTIL THE PRO..£CT IS PERMANENTLY LANDSCAPED OR, FOR ARV.S WHERE
Hl1JROSSEDING IS Tl/£ PrRMANEN T LANDSCAPING, UNTIL 111£ PRO..£CT IS
COMPL£TEO AND ALL BONDS R[L[ASEO.
I
-'J' MAX
I ,.. .... STRIP
12'
---------
GARAGE
ARCHITECIVRAL
POPOUT (VARIES)
FOUNOA TION UN£
0 FACE OF GARAGE
PROPERTY UN£
.,
TYPICAL POPOUT DETAIL
NO SCALE
60'
Ml~ 1~ SWALE' 8
10' MIN.
... (r
REARYARO
l SETBACK
20% LOT
WIDTII
10% LOT W/0711 l l (S' MIN.) ~ A A . 10% LOT 'MOTi-i L _J
2' MAX y ,, STRIP (' 16'
I
I
(S' MIN.) l RET. WALL SE£
DEr. ON SHE!T J
l 5' MIN.
~ ~ isl -----, \.
--
PASADENA DRIVEWAY
DETAIL ( TYP) N. T.S
R.O.W. ---1 8' MIN. FIBE/i ROLL' AL&NG CURB ,t GUTTER RIGHT OF WAY" CJ:20J PORCH SETBACK -8 R=S' (TYP.)
STREET SLOPE
PLANNING AREA 9
TYPICAL Lor DRAINAGE AND EROSION CONTROL, N. T.S.
SIOEYARO FENCE:
Ii.
F.F. J'
PAD
,'/'o-/
TAINING WALL I SWALE:
ENGINEER Tl/AT WARRANTS IMMEDIA TC TREATMENT. PAO
SWrE
5' MIN.
8. Hl1JROSEEDEO AREAS SHAU BE /RR/GA 1[f) IN ACCORDANCE VIITH
711£ FOi.LOWiNG CRITE:RIA:
1. ALL SI.OPES Tl/AT AR[ GRAO[{) 6: 1 OR STEEPER ANO Tl/AT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SI/ALL Ii£ IRRICA TfD liY HANO
WA IERING FROM QUICK COUPI.ERS;)/OS£ 8/BS OR A CONVENTIONN.
SYS'fEM OF LOW PRECIPITATION SPRINKLE:R HEADS PROVIDING
100% COVERAGE:
b. GREA TE:R Tl/AN /J FEET IN HDGHT SHALL BE WATER[{) BY A
CONVENTIONAL SYSl[/J OF LOIi' PR[CIPITA TION SPRINKLER HV.DS
PROVIDING 100% COVERAGE.
2. ARV.S SI.OPED LESS Tl/AN 6: 1 SHALL BE /RR/GA IEO AS APPROVED
CITY ENGINEER, PRIOR TO Hl1JROSf£0/NG. 711£ DE\,fl/JPER SHAU
SUBMIT A PROPOSED SCI/EM[ TO PROV//)€ /RR/GA TION TO TH[ CITY
ENGINEE:R. TIIE PROPOSAL SHALL BE SPECIFIC REGARDING 711£ NUMBcRS.
IYPfS .t COSTS OF 711€ fl.EMENTS OF 111[ PROPOSED SYS'fEM.
.I /RR/GA TION SHALL MAINTAIN 111£ MO/SIURE LEfil OF Tl/£ SOIL AT Tl/£
OPTIMUM LE\,fl FOR 111£ GROW71/ OF 111£ H'tVROSEEDEO GROW71/.
C. Hl1JROSEEDING MIX SHALL CONSIST OF AU Of 11/E' FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS Tl/AN:
a. 20 lb:,. PEii ACR[ OF ROS£ CLOVER
b. 20 lb:,. PER ACRE OF ZORRO FESCUE
c. J lb:,. PER ACRE: OF E: SCHOOi. CIA CAUFORNIA
d. 4 /b:,. PER ACRE OF ACHILLEA MILLEFOOA
e. J /b:,. PER ACRE Of AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER A CR£ OF DIMORPHOl.£CA
g. ITEMS c,d,-. ANO f Of Tl/IS SUBSECTION MAY BE OMIT7r0 ON
LOCATIONS WH[RE 711£ ARO, B[JNG H'tVROSfEDED IS NOT VISIBLE
FROM [171/ER A PUBLIC STREET OR RESIDENTIAL STRUCIURES.
DEEPENED FOOTING
MIN.0/STANCE
TO FACE: OF WALL
OPRSOPT. ,NJ!tN. pRTOAINBLJ\DGEG I A "" J
NOTE: DEEPENED FOOTTNG SHALL EXTEND 1' MINIMUM
BELOW LOWEST ADJACENT FlOWUNE ELEVA TTON
DETAIL "A"
NO SCALE
r--rr~
f
fl
II
TRANSITION
1J' PARKWAY J, , 1' ,:~-I .SIDEWALK 14% MAX
STREET l _<A
•
J' MIN.I 2'
F.F. -9'"Mf
1~~ MIN,
SECTION A•A
NO SCALE
-
GARAGE
? $ ~~
...J
5' MIN.
'\~~MIN
(20~ IAAf--
10' MIN.
03
SWALE t
0.5' ACCESS 5' .5 l' 1(1
IRA\fl
10'
TRA\fl
5' 0.5' ACCESS ~, 16'
:?~
16' 7' i;, ~ 12' R.O.W.
h, rTW a OF Tl/IS SUBSECTION MUST BE /NOCIJLA TEO VIITH A N/TROG[N
FIXING BAClfRIA ANO APPUED DRY EITHER BY ORWNG OR
BROADCASTING BEFORE HYDROSfEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTfO TO Tl/£ J08 SITE: IN
UNOPEN[{) CONTAINERS VIIT/-1 THE CAUFORNIA DEPARTMENT OF FOOO
ANO AGR/CUL IURE CERTIFICATION TAG ATTACH[{) TO, OR PR/NIED ON
SAID CONTNNERS.
SECTION B·B "AS BUil T"
STRIP ARKIN
STRUCIURAL SECTION
I TO BE' D£T[RMINEO
BY SOILS ENGINEER
(MIN. SECTION 4• AC
OYER Ii" AB)
STRIP
STREET LIGHT
AS SI/OMI ON
PLANS (TYP.)
10' MIN. •
HOUSE SETBACK 8' MIN. ""1 PORCH SETBACK
-SIDEWA LK
CURB ,t G UTl[R
= • R 5 (TYP)
J NON-PHYTO-TOXIC llfmNG AGENTS MA y BE ADDEO TO Tl/£
Hl1JROSEED SI.URRY AT THE D/SCRfTION OF 1HE CONTRACTOR.
NO SCALE
EXP. lt-11·08
PA-9 =TYPICAL LOT AND SE/BACK REQUIREMENTS WDBY:
(~d~~-,t,,z::~;;.-:..2!:::::s:::!!::(£-::e_~t7t'/?atf'
4• NON-CONTIGUOIJ
P. C. C. SIDEWALK
6" TYPE: "G" CURB
,t GUTTER (TYP.)
"',0Jl',,-{i~ /'
y;.-+-----u,1----c' -----"'t::S---.,-c'7'7#-,-{ / ~ 6•TYP.
,o•
SEMR (C-,900)
W. TER
r I 7' 10'
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GRAPHICAL SCAL£
EXP. IZ-3/-()8 DATE
REVIEWED BY:
~~....0-SPECTO
l----l---ji----------------l----1---1---1---11 SH9ET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT rn i
PRECISE GRADING & EROSION CONTROL PLANS FOR:
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I_ l ~ w -0 r.'\ f :Q \II
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a~'i M. Sit;, ~ PR.oJECTDF.SIGN CoNSULTANIS BRESSI RANCH PLANNING AREA 9
LOTS 269, 273-280 & 285-332
~ I. .a::. If~ i , I
.... ~ "' ;:; No. 42951
~ El<p. 03-31-06
CIVIi-
PlANNINO • llNVBoiMENTAL • llNolNm!RINo • SUJM!Y /OPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. :iilELDS. R.C.E. 42951 DATE REGISlRA TION DESIGNED PM
¾ ~ EXPIRES OJ-J1-00 BY: RE'v1EW:
17·1}•0'-f
SURVEY
RE\IIEW:
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30'1i:D: LLOYD ~~..!' . . EXPIRES 12-31-0:! I I f_:_ : ~ ~=~1::::::=:::::::::===============:t===t===!===t==j .irn~ ,~~t(&:-' ¢~S" i 2 13 P8 'POC S-/3(.//L 1"
l=.!!D~ATE:!'.?-l-'l~Nl:fTI~A.,..L+.!:~~c:!..------------l--D-A_TE_.._,N_ITI_A_L_._D_A_TE---1-IN_ITI_A_L__. g~DBJY: w.r: PROJECT NO. DRAWING NO. 1·· I,•.
GINEER 0r WORK REVISION DESCRIPTION OTiiER APPROVA alY APPROVAL RVWD BY: CT 02-14 (4) 41J-7! f
''AS·'SIJILT" ·
LOT
NUMBER
285
286
287
288
289
290
291
292
29J
294
295
296
297
ASSESSOR
PARCB. I
21J-161-01-00
21J-16t-02-00
21J-161-0J-OO
2tJ-t61-04-00
21J-t6t-05-00
21J-161-06-00
2tJ-16t-07-00
21J-t6t-08-00
2tJ-t6t-09-00
2/J-161-10-00
21J-161-'1-00
21J-16t-12-00
21J-16t-1J-OO
PHASE2
SITE:
ADDRESS
6JSI DI \IITA DRIVE:
6J47 DI \IITA DRIVE
6J4J DI \II TA DRIVE:
6JJ9 DI \IITA DRIVE:
6JJ5 DI \IITA DRIVE:
6JJI DI \IITA DRIVE
6J27 DI \IITA DRIVE:
6J2J DI \IITA DRIVE:
6Jl9 DI I-ITA DRIVE:
6Jl5 DI \IITA DRIVE:
6J11 DI \17TA DRIVE:
6307 DI \17TA DRIVE:
630J DI \17TA DRIVE:
PHASE5
PLAN 8ACKFLOW FOUNDATION
TYPE PRE:VENTOR CATEGORY
7CR NO
2D NO I
JCR NO
2AR
IAR l'FS
2BR NO
JAR NO
JBR l'FS II
2AR NO
JAR l'FS II
2BR NO Ill
JCR NO II
1C NO II
LOT ASSE:SSOR SITE: PLAN BACKFLOW FOUNDATION
NUMB£R PARCEL I ADDRE:SS TYPE PR£Vf:NTOR CATEGORY
269 21J-160-07-00 IJJ75 HUNTINGTON DR. 1BR \'FS
27J
274
275
276
277
278
279
280
T-\[w;r\2407\PA 9 \Plot t'lari \PA9-Ph2-Ph6 \2407 __ 9 _2-6p.1UO.dNg 12/13/2004 09: 22: i 4 AM PST
21J-160-1t-OO IJJ88 HUNTINGTON DR. 3B rrs IV
21 J-160-12-00 6J84 HUNTINGTON DR. 20 NO Ill
21J-160-1J-00 IJJ80 HUNTINGTON DR. JAR NO II
21 J-160-14-00 6J76 HUNTINGTON DR. 2B l'FS II
21 J-160-15-00 IJJ72 HUNTINGTON DR. JC l'FS
21J-160-16-00 IJJ68 HUNTINGTON DR. 2A l'FS
21J-160-17-00 IJJIJ4 HUNTINGTON DR. IC l'FS
21J-160-18-00 IJJ60 HUNTINGTON DR. 38 l'FS
BENCH MARK
DESCRIPTION: BRASS OISK IN CONCRETE IN A STANDARD SURV£Y '1fl.L ON
CENTERUNE OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC
El£VA TION: 31'.407 M.S.l. DA TUM: N.G. V.D. 29
LOT
NUMBER
298
299
300
301
J02
JOJ
304
305
306
307
308
327
328
J29
330
331
JJ2
.
CASSIA
PLANNING AREA 9
LOT SUMMARY
PHASE3
ASSESSOR
PARCEL I
SITE: PLAN 8ACKFLOW FOUNDATION
ADDRESS TYPE PREVENTOR CATEGORY
21J-162-01-00 6309 ENCANTO DRIVE: NO II
21J-162-02-00 6313 ENCANTO DRIVE 38 NO II
21J-162-0J-00 6317 ENCANTO DRIVE: 1CR NO II
21J-162-04-00 6321 ENCANTO DRIVE: JA NO II
21J-162-05-00 6325 ENCANTO DRIVE 2BR NO II
21J-162-06-00 6329 ENCANTO DRIVE JCR NO II
21J-162-0l-OO 2677 ECHO AV£NUE 2AR rrs Ill
21J-162-08-00 2681 ECHO A Vf:NUE JBR \'FS IV
21 J-162-0!1-00 2685 ECHO A \/£NU[ !A rrs Ill
21J-T62-10-00 2689 ECHO A Vf:NUE 2D NO Ill
213-162-11-00 2693 ECHO A Vf:NUE 18 NO Ill
21J-162-30-00 6328 ENCANTO DRIVE: JC NO Ill
21J-162-JI-OO 6332 ENCANTO DRIVE: 2DR NO II
21J-162-32-00 6336 ENCANTO DRIVE: 18 NO Ill
21J-162-JJ-OO 6340 ENCANTO DRIVE: 2AR NO II
21J-162-34-00 6344 ENCANTO DRIVE: 1BR NO Ill
2/J-162-35-00 6348 ENCANTO DRIVE: JCR NO Ill
NOTf:: SEF: FOUNOA T/ON DESIGN RfCOMM£NOA TIONS ON SOILS REPORT "1LEO 'AS-GRADED REPORT
CF ROUGH ANO F1N£ GRADING. LOTS I 71/ROIJGH 515. Pl.ANNING AR!AS PA-8 71/ROIJGH PA-1~
PA-12, OS-I ANO OS-J, BRES9 ~. CARI.SBAO TRACT NO. 00-06, CARI.SBAO, CALIFORNIA" BY
LEIGHTON ANO ASSOCIATES. INC. DA TED AUGUST 18, 2004, REVISED AUGUST JI, 2004.
LOT
NUMBER
Jog
310
311
312
31J
J14
315
316
317
318
319
320
J21
322
323
324
325
J2/J
PRoJECTDESIGN CONSULTANTS
PlANNINo • .l!NvJRallMENrA • llNalNEBRINo • SUIM!Y /OPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, R.C.E. 42951 DA IE REGISlRA 110N DESIGNED Pt.I
EXPIRES 03-31-08 81': RE"1EW:
I "2 •/J-d'f
SIJR~Y
RE"1EW:
PHASE4
ASSESSOR
PARCEL I
SITE
ADDRESS
PLAN BACKFLOW FOUNDATION
TYPE PREVENTOR CATEGORY
213-162-12-00 26!17 £CHO AVE:NU£ 28 NO Ill
21J-162-1J-OO 6340 MONTEC/TO DRIVE JC NO Ill
213-162-14-00 6J36 MONTECITO DRIVE: IA NO Ill
213-162-15-00 6332 MONTE:CITO DRIVE J8 NO II
213-162-16-00 IJJ28 MONTECITO DRIVE 2DR NO II
213-162-17-00 6324 MONTECITO DRIVE: JAR NO II
213-162-18-00 5320 MONTECJTO DRIVE 1CR NO
213-162-19-00 5316 MONTE:C/TO DRIVE: JBR NO II
21J-162-20-00 IJJ12 MONTEC/TO DRIVE: TAR NO II
213-162-21-00 6308 MONTECITO DRIVE JC NO Ill
213-162-22-00 6304 MONTECITO DRIVE 18 NO II
21J-162-2J-00 6300 MONTfC/TO DRIVE: 2AR NO II
21J-162-24-00 6307 MONTfCITO DRIVE JC NO II
21 J-162-25-00 631 I MON TfCITO ORI VE 2BR NO Ill
213-162-26-00 6315 MONTE:C/TO DRIVE: 38 NO II
21J-162-27-00 6319 MONTE:CITO DRIVE 2A NO II
213-162-28-00 6323 MONTEC/TO DRIVE IC NO Ill
213-162-29-00 6327 MONTEC/TO DRIVE 28R NO Ill
"AS BUILT•
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DATE
R,.EWED BY:
PRIVATE CONTRACT :' f,{)rc,--,R9--':P ru-/y/740t v __ ··.•· INSPECTOR 'liATE •' c==ic==i=================c==ic==i===r==--.-,-;:::==:;-';::::============::::;-;::==::;1
t----t---+------------+--+-----+-----+--------1 ~o CITY OF CARLSBAD ~o '·,· .. '.·· ~ ENGINEERING DEPARTMENT ~
PRECISE GRADING & EROSION CONTROL PLANS FOA:
BRESSI RANCH PLANNING AREA 9
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DATE INITIAL
:NGINEER OF WORK REVISION DESCRIPTION
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DATE INITIAL DATE INITIAL g:Ds;Y,~
OTHER APPROVAL CITY APPROVAL RVWD BY: "-
PROJECT NO.
CT 02-14 (4)
DRAWING NO.
41J-7C
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