HomeMy WebLinkAboutDWG 402-9A; CT 01-11; OCEAN BREEZE CONDOMINIUMS; 01-04GRADING NOTES
(IN ADDITION TO THl!1 l@GII/RJ!!MENrS OF' CHAPTeR. ll.o6 OF' THE
CARLSBAD l'WIC/PA/.. COOEJ
/, THIS PLAN~ ALL OTff:R PI..ANS l"Jlll!MOUSL Y /IPPROVEJ:) 8Y THE CITY
OF CARLS/3AO REr!iV,RDIN6 6RAD/N!J '1-IOrf>I ON THIS SET OF PLANS.
2. APFROVAL OF THIS PLAN CJOl':S NOT Lf3eEN OR /'IA/VE ANY PORTION OF THE
CAAJ..158AI} l'WICIPAL CODE, Rl!50/..IJTION OF CONDITIONAL APFROVAL, CITY
STANVARDS OR OTHER ADOITIONAL r:xJClH=NTS LISTED fERfON AS TIE( HAY
PERTAIN TO THIS F'RO..EGT. THE EN6/NEER IN RSPONSIBI.E CHAR6E SHALL
flEVISE THESE PLANS Jff!N ~ IS DISCOVERED.
S, CITY APPROVAL OF PI..ANS roes WT RfL/1!\IE THE OEVEJ..OPER OR EN6/lffR-oF-
Jl'IORK ~ RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DltJCOVERl:D D!RIN6 CONSTR/k:,TIOII. ALL Pt.AH REVISIONS SHALL BE ~ Y
5WMITTED TO THE CITY $/NEER FOR APPROVAL.
-1. A R/6HT-oF-HAY PERMIT RUJM THE CITY EN6I/EER /'/ILL BE REaaJ/RfD FOR ANY
Jl'IORK IN THE RJBLIC R/6HT OF HAY. Pf<IOR TO PERMIT ISSUANCE, A
CERTIFICATE OF I~ ""5T BE FILED NAMIN!J THE CITY OF CARLSBAD AS
AN ADDITIONAL /N!':,/RV ON THE PERMITTEE'S POLICY IN THE MINJMJM AHCWT
OF f/,000/)0().00 FOR EACH ~ OF L/ASIL/TY, 1J:1;. ~ ~rJN?&Pm/CJ?W£Y1=8(~NlffeJr£14,~. s'ze
,. l,NL13S EXJ:MPTEr:) BY 5ECTION !JOl./b)S OF THE L.f<IFORM /3JILDIN6 CODE,
RETAININ6 /l'IALJ.5 aJTS/Df: OF PLfJ/..IC R/6HT OF HAY REaal/RE SEPARATE
PERMITS RUJM THE 8JILDIN6 DEPARTI-IENT.
6. W Jl'IORK 5/w,J... BE~ LNTIL ALL /l'f!lllM/TS HAvl!! fJf:E1,I OBTAINED RUJM
THE CITY AN1' 01H:R APPROPRIATE ;1,6ENC,/ES.
1. I\PPRQVAL OF T1-l!!SE l"V,NS 8Y THE CITY l!H6/lffR roes WT />JJTHORIZI! ANY
Jl'IORK OR tSRAf:IIN6 TO BE PERFORMED MIL TIE PROPERTY OHER'S PERMISSION
HAS fJf:E1,I OBTAINED AN1' A VALID GRADING PERMIT HAS BEEN IS$ED.
t,, /iO REVISIONS/1'1/LL BE MADI!! TO THESE PLAHS Jl'I/THa/T THE YP.ITTEN APPROVAL
OF THE CITY /!N,5,/M!!ER, WTED /1'1/ffl/N THE REVISION Bloc.I<, ON THE
AF'PROPRIA TE SfEET OF TIE PLANS AN1' THE T/Tl.E 5HEET.
"I. OR/6INAL DRAJl'IJN!JS SHALL fl!COME THE PROPERTY OF 11/E CITY UPON BEING
Sl61ED BY TfE CITY Em/NEER.
10. THE OR/6/NAL oteAi'/IN6 SHALL t!IE REV/set) TO 1'l!!FI..ECT AS-aJILT CONDITIONS
8Y THE $/IEER-oF-Jl'IORK Pf<IOR TO FINAL ACCEPT'Alll OF M Jl'IORK BY M
CITY.
If. ~ l"OR l"ll'lf AND 011l!f/1. E5 ~y VEHICLES SHALL BE MAINTAIM=D TO
THE l"FI.OJ:C,T SITE AT ALL TIMES OIRJN6 UJN5TRJK,T/ON.
12. l'fERE ~ ARE Jl'I/THIN CITY EMEI-ENTS, A SOILS Rl!PORT c.ot-1F'Rl5ED
OF· (A) SUMMARY SfEET, /13) L.ABORATOf'l:r' Jl'IORK !itU,S AND (C) COMPACTION
a.i-M:5, SHALL BE 51.&1/TTED 8Y A PFIOFISSIONAL EN6/NEER OF TIE STATE OF
CALIFORJIIA, ff/.l/k',;IPALL Y /XIIN6 8.l5/NESS IN TfE FIELV OF APPLIED SOILS
MECHANICS. THE SOILS REPORT Jl'I/LL BE 51,f/M/TTED TO 11-E CITY EN6/NEERING
INSPECTOR Jl'IITI-IIN 1W Jl'IORKIN6 DAYS OF T1E COMPLETION OF FIELV TESTS.
IS. A SOILS COMPACTION REPORT AN1' COMPI.IAJll VERIFICATION Rf6ARDIN6
~ TO RECOf,ff:NOATIONS a/TI..INEO IN 11/E SOILS REPORT IS REQJ/RED
Pf</OR. TO TIE /SSIJ,l,H:;/'; OF A /3JILDIN6 PERMIT. ALL CONTROLLED tSRAf:IIN6
SHALL BE 00/E /,NIJl:R THE D/1'11:CTION OF A PROFES5/0NAL EN6I/'EER OF TIE
STA TE OF CAL/FORJIIA Pf<llk',;/PALL Y OOIN6 /3JS/NESS IN M FIELD OF APPLIED
SOILS 11ECHAHICS. ALL FILL OR FIJTtA<E FILL AREAS SHALL BE CONSTRJK,TED IN
AUORDAJll Jl'IJTH THE CITY OF CARJ..Sl!J,4IJ STANVAPD SPECIF/CATIONS AN1' M
'EAR~ 5f'ECIFICATIONS ' ATTACI-ED TO THE PREi.111/NARY SOILS
/NVESTl6ATION. DAILY FIELD COMPACTION RePORTS Jl'IILL BE SUBMITTED TO THE
l"FI.OJ:C,T INSPECTOR.
14. A em;c.QN<zIRJt;TIQN r«:mtt WI ( /¥ If'( P AT V:E SITE PRIOR To IHf
Flff,/Nffllti QE t:t2RK AND $1 l Rf ATTfM2FP BY Al I R'EfflE'iENTATfVES
~~ ffilffl°#,},~ Slf'ERVISION. T§T/Nffe ANO ALL o ___ Of__ c TOR.siiALL 5c.l£OU.E THE 1h;;,415
THRal::iH TIE FERHIT C/.ERK{-4'6-1161 tJxt.41'25) AT I.EAST FIVc(S) Jl'IORKIN6
DA Y5 Pf<IOR TO STARTIN6 CONSTR!,t;TION. APPROVf:O DRMIN6S ""5T Ef:
AVAILABLE PRIOR TO SC/-E!}f,L/N6. THE 6RACJ/N6 PERMIT /'IILL BE PROVIDED BY
THE Pf<O..EGT INSPECTOR AT THE 11EET/N6,
1!1. ALL fN'!IPl!!CtUQN Rl"6Yt'ST5 OTl:l.'S Tff,l,N FOfi! f'Rl:WH5Tfllt;UQN 1:f'FTllt'i /'/U I BE
MAOE ftr GA/ I lttl V£ EWi/NEERfN6 2:Hki18 JN5PEGUON REQF5T I IIE AT
1'160) 4M::$UN9ff!tiTIQN RErl-E'iI5 Hl5T BE RECEf\1:12 PR/QB TO 2,00 PM. ON 'QE PAY BEFORE 'QE INSPECTIQN IS !ffpfP. INSPECTIONS Jl'IILL BE l1ADE
THE Nf:XT Jl'IORK DAY iNL1'S5 YCV REalJEST OTHERJl'IISE. Rl:(;U;STS l1ADE AFTER
2,00 P.l-1. Jl'IILL EJE XHl:DIA.ED FOR TH::! RU. H:IRK DAYS LATER
16. THE OHER AND/OR APPLICANT Tr/ROUSH THE Df:VELOPER ANO/OR CONTRACTOR
SHALL OESl6N, C,ONSTl<l):;T AND 11AINTAIN ""-1. 5AFE7Y Df:VICES, /Na.lJDIN6
SHORIN6, AND 5HALL BE 50LEl. Y RESPONSIBLE FOR cotrORMIN6 TO ALL LOCAL,
STATE AN1' FEDERAL SAFETY AND HEALTH STANVARDS, LAJl'/5 ANV RE61.A..ATIONS.
11. THE CONTRACTOR. SHALL COll"ORl1 TO LABOf/i! core SECT/ON 6105 BY Sl1911ITTIN6
A Df:TAIL PLAN TO THE CITY EN61NEER AND/OR CO!,t;ERM!D A61:N;;Y SHOJl'IIN6
THE OE5/6N OF SHORIN6, BRACIN6 SI.OPIN6 OR Ort-ER ff/.OV/SIONS TO EJE MADE
OF H::!RXER PROTECTION /"ROM THE l-l,4,ZAIU) OF CAVIN6 6RaW OIRINIS THE
J!XC.AVATION OF 5IJCH ~ OR Tl<fNCHES OR ~NG THE PIPE INSTALLATION
TI-EREIN. THIS PLAN ""5T /3E PREPAAED FOR ALL TRENaES FIVE F'EET ts? OR
MORJ= /N DEPTH AND APPROVf!D 8Y THE CITY EN6INEER ANV/OR CONCERNED
A6ENCY PRIOR TO EXCAVATIOILJf 7;E BM YAR/fS fROH TIE 5HQR/Mfz f,Y5TEl1
STANDABJ25 E5TA&/51:B2 BY Uf! ~Tl~~ W fJ CAJ,,,tEQRNIA Af2HIN/STRATfVE CODE. A
Rl;615TfflEQ ®'fJfER Ar TIE CQtmW:,TQRS EXPENSE. A C,OP( OF 11-E 051-lA
l:X,;;AVATION PERMIT f'llST BE SWM/TTED TO THE INSPECTOR PRIOR TO EXCAVATION.
ft,, /iO BLASTIN6 SHALL 1!E ~ LNTIL A VALID BLASTIN6 PERMIT HAS BEEN
OBTAIM:D FROl1 THE CITY OF CAAJ..158AI}. ~T APPLICATION FOR BI..ASTIN6
PERMIT rELJ. IN At7v'AW:.E OF THE S<,HEI)(L/N6 OF BI..ASTIN!J OPERATIONS.
I</. IF Alf( ~OS/CAL BE;SaP,a,'S ARE P1%iOYEREP !1/IHIN ANY H2RI< AREA
OIRIN6~0PERArlONS HILL lfAfl= /HtEQIATB..Y, AN1' M
PERHITTEE /'I/LL WT/FY THE CITY EN6/NEER. OPERATIONS /'/ILL NOT RESTART
OOIL Tl£ PERMITTEE HAS RECEIVEO MITTEN />JJTHOR/TY F'ROl1 M CITY
E/.16I/'EER TO 00 SO.
20. ALL OPERATIONS ~11:0 ON THE Sl11:! OR ADJACENT 11-ERETO, INCLWIN6
HARl11N6 LP, REPAIR, ARRIVAL, DEPAR7/RE OR OPERATION OF TR1k:,K5,
EARTHHOVIN6 EGVIF'/'-eNT, CONSTRJK, TIO/I EaV/PMENT AND ANY OT/ER ASSOC,IA TED
6RAOIN6 EQJJPMENT SHALL BE Lll-1111:D TO THE PERIOD BETrEEN 1,00 A.1-1. ANO
SJ.A-/SET EACH DAY, 110NOAY Tl-ll<V FRIDAY AND NO EAR11-IMOVIN6 OR 6RAOIN6
OPERATIONS SHALL BE CONDIK,TED ON i'EEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAIJ.AiJLE AT THE EN61NEERIN6 DEPAR'THENT cat/TERJ
21. ALL QEE-5/TE f:WL RQIJTl;S SHALL Bf fJ-fl/11TTEQ BY THE C,QNTRAC,TQR. TO TIE
CITY ®'NEEB fOB APFRQYAL IW RILL WPJ5lN6 QAYS PRIOR TQ BE61NNIN6 OF ~
22. I11PORT MATl:RIAL SHALL BE OBTA/,e, Ff<OM, AHO i'IASTE MATERIAL SHALL BE
DEPOSITED A 7; A SITE Al"f'ROVED BY THE CITY E/.161/EER V:E c.at{Ult,((TQR
SHALL BE Rf"POl:l'f,/FI E EQR AfJY RfflR/5 OR f2&1A6E 9"1RRW ALQN6 TtE flAIA.. WTES QR t,IJ,IAC,ENTS7Fl;ETS AS A RESU,T QF 'QE 6RN2/N6 OPERATION.
21'. BR1JSH SHALL BE REMOVED ON/.. Y /1'1/TH/N THE AREA TO BE eRADED. W TREES ARE
TO BE REl10VE1' IH.ESS Sl"E(;/FICALL Y NOTED ON THE PLAN.
2-1. ALL AREAS SHALL BE eRADED TO 1'RAIN.6RAOIN6 RESIA.. TIN6 IN THE POIIDl/'/6 OF
HATER /5 /iOT PERMITTED. ALL EARTHEN 5NAL.ES AND DITCHES SHALL HAVE A
11/NIMJM ONE PERa:NT SI.OPE.
:JS. THESE PLANS ARE Sll:I.ECT TO A 516/f:O AND AFPROVED SET OF EIWSION
c.ONTROL PLANS. El'?OSION c.ON1ROL SHALL BE AS SHOffi AND AS APPMVED BY
THE CITY EN6/NEER OR AS DIRECTED BY THE PfWJ:CT INSPECTOR.
26. ALL SI.OPES SHALL BE TRJ/-111ED TO A FINISH 6RAOE TO l"'f<OO(.t;E A UNIFORM
su:?J'ACE AND CR055 SEGTION. THE SITE SHALL EJE LEFT IN A NEAT AND
ORDER!. Y CONDITION. ALL STOIES, ROOT5 OR Ort-ER J:JEBRIS SHALL BE REl10VE1'
AN1' DISPOSED OF AT A SITE APPRCNED OF BY M CITY ENS/NEER.
21. ALL SI.OPES SHALL BE IRR/6A TED, STASILIZED, PLANTED ANVIOR HYDROSEEDED
Jl'IITHIN 1EN (/0) DAYS OF THE Tl/11: HEN l:,t,Q:/_51.0PE IS /3ROlk;HT TO 6RAOE
AS SHOffi ON TIE APPROVED 6RADIN6 Pl.ANS.
26. 1.ANDSC,AP/N6 SHALL BE AUOl1PL/5HED ON ALL SI.OPES AN1' PADS AS REaal/REO
BY THE CITY OF CARJ..SBAO I.ANDSC,APE MAWAL, THE LANDSCAPIN6 PLANS FOR
THIS ffl.OJ;(;T, DRMIN6 1¥). • ,',NO/OR. AS J;>/RECTED BY THE CITY
EN.5/NEfR OR PLANNIN6 DIRECTOR.
2'1. TIE 0/'f/ER/APPLICAHT SHALL I~ THAT ALL ~TORS SHALL COORDINATE
TIE Jl'IORK OF THESE 6RAD/N6 PLANS HITI-I THAT SHOffi ON BOTH THE LANDSCAPE
AN1' IRR16A TION PLANS AN1' THE ll1PRfJ\/El-1ENT PLANS AS REQJIRED FOR THIS
14?RK IN AC,C,ORJ)ANC,E /'I/TH Tr/I:: LAJID5CAPE 1'1A''l;'L TIK:: cc:'::: ·:~rs.
30. STORl-1 ORAIN PIPE SHALL BE f/11!/l#'ORC,ED COHC/ltJ!Te PIF'f! Jl'IITI-I A HIN/MJM
D-LOAD OF/~. FOR FRJVA11: STOR.11 DRAIN PIPES, IR TO 1!5' PVC 11AY BE
IJTILIZED PROVIDED DEPTH IS LESS THAN /!5 F'EET AND EJAa::FILLED Jl'IITH SI-I'
RIX,!( PER S[)RS[) 5-4 TYPE 'C' AND PIPE l1EET5 ASTl-1 STANDARD !J05.4 FOR
5DR 35 SOLID Jl'IALL PIPE.
'1. l'flEl<E AN EXISTIN6 PIPE LINE IS TO E!E ABA>IC)ONEO AS A RESl//.. T OF THE
6RADIN6 OPERATION, IT SHALL BE REMOVED Jl'//71-IIN T>'EN7Y F'EET OF BIJILD/N6
OR STREET AREAS AN1' REPI..ACED Jl'IITH F'ROF'ERL Y COl1PACTED SOILS. IN OTI-/ER
AREAS 11/E PIPE /'I/LL BE PLUS6ED Jl'IITI-I CO/'k;RETE OR REl10VE/J AS APPMVED 8Y
THE CITY EN,5/NEER.
82. THE ~ TOR SHALL VERIFY THE LOCATION OF ALL EXISTIN6 FACILITIES
(ASOVE 6RaND AN1' IMDER 6RaND) Jl'I/THIN THE PRO.EC,T 5111:! 51,ff/CIENTI. Y
AHEAD OF 6RADIN6 TO PERMIT THE REVISION OF THE 6RAOIN6 PLANS IF IT 15
FCU/0 THAT Tl-IE Ac.WAL LOCATIONS ARE IN CONFLICT Jl'IITH THE PR.CIF'l?SEC)
r+:::>RK.
88. THE CONTRACTOR. SHALL NOTIFY AFR:CTED IJTILITY COMPANIES ~ /31!Lo,,,I} AT
I.EAST 2 FULL H:IRKIN6 DAYS PRIOR TO STARTIN6 6RADIN6 /EAR THEIR
FACILITIES AN1' SHALL COOR[)/NATE THE Jl'IORK. Jl'IITI-I A COl-1PANY REF'F/ESENTATIVE.
IAaR6ROIH} SERVICE ALERT
SD6eE 14'00-422-411'1'
(61'1) 6'16-2000
(160) 4&:l-1!1441
(800) 626-62'1 ..
(160) 261-31"71
(160) 602-2120
PACIFIC BELL
ADELPHIA
CITY OF CARLSBAD (STREl:TS • STORM DAAIW
CAR.l..5BAD MJNICIPAL ~TER DISTRICT
8-4. FERHIT COl1PLIANCE REGVIREMl:M5,
A. FOi? <i9WF0 l EI? '7RAi2tt!r THE APPLICANT HIRES A CIVIL EN6/le:R,
SOILS E/16/NEER., AND/OR '5EOl..06/ST TO 6IVE TECHNICAL ADVICE,
OBSERVE AN1' CONTROL THE Jl'IORK. IN PR06RESS {fl.06.110(BJ
CAR/..SfJAO /'f.A\1/CIPAL CODE.
13. PRIOR TO FINAL Af'fflOVAL OF A 6R/,Plr.t l'f!BMIT-71-E f"OLLOJl'IJN6 REPORTS ""5T BE Slf311/TTED TO THE CITY EN6INEER VIA THE
PRO..E;C,T INSPECTOR. {ll.o6.l<f0(!3)/ CARLSfJAO l'W/C/PAL CODI:·
(/) FINAL REPORT BY 5Lf'ERV/5/N6 6RAO/N6 EN.5I/EER STATIN6 ALL
6RAO/N6 IS CC't1P/.ETE. ALL EROSION COll1ROL, SI.OPE PLANTIN!I
AND IRR/6ATION ARE INSTALLED IN COIFORHANCE Jl'IITI-I CITY
CODE AN1' 11£ APPRCNED PLANS (OSTAIN SAMPLE OF COMPLIANCE
I.ETTER F'ROl1 CITY EN6/NEERIN6 DEPART/>ENT).
(2) AS-WILT~ PLAN.
i:J) REPORT F'ROl-1 71E SOILS EN61/e:R, rll/CH /NaJJOES
RECOl1l1ENDED SOIL BEARIN6 CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE GVALITY OF 71-E SOIL, AND SIH1ARIES OF
FIELV AN1' LABOR.ATOf'l:r' TEST5. THE REPORT SHALL ALSO
//k',;L/JDE A STA 1El1ENT 8Y THE SOILS EN6/NEER. THAT THE
6RADIN!I Jl'IAS DONE IN AC,C,ORJ)AJll Jl'IITI-I M REaJIREMENT'J AND
RECOl1MENI)ATIONS anl.lNED IN THE PREL/1-1/NARY SOILS REPORT
AN1' ANY Slf'PLEl1ENT5 THERETO.
(4) REPORT /'I/Tl-I AS-/3JIL T '5E0/..061C PLAN, IF REGVIRED 8Y TIE
CITY.
"15. lAILESS A 6RADIN6 FERMIT FOR ffl/5 l"FI.OJ:C,T IS ISSIJ!D /'I/THIN ONE (I)
YEAR AFTER. M CITY E/.16/NEER'S APPRO\IAL, THESE PLANS 11AY BE REQJ/RfD
TO BE RESUBMITTED FOR ~. PI.ANCHECK FEES Jl'IJLL BE REaal/RED FOR
ANY SIX,H RECHECK.
36. TIE SOILS REPOR.T TIT/ fl2 PRELIM. 61:OTEc.HNICAL INVESTIGATION
PERPARED BY ~RTH IEC,HNIGS • QATEQ
MAR.J<L :2001 Sl::IAl..l. 6E CONSIDERED AS A PART OF THIS
6RAO/N6 PLAN. ALL 6RAD/N,:; SHALL BE DONE IN ACCORIJANCE Jl'IITI-I THE
REC0/111ENDA TIONS AND SPECIF/CATIONS CON1 A/NED IN SAID SOILS REPORT.
"DECLARATION OP RESPONSmLE CHARGE"
I /ER£/3( OEaARE THAT I Al1 THE EN6/NEER OF Jl'IORK FOR THIS Pf<O..J!CT, THAT I
HA VE EXERC,/SED RESPONSIBLE CHAR.tSE OVER TIE DES/6N OF THE PR.O..EC, T AS DEFINED
IN SECTION 6105 OF Tl£ BUSINESS AND P'ROF'ESS/ONS CODE; AND THAT THE DE5/6N IS
CONSISTENT Y-IITH CURR!:NT STANDARDS.
I {A,J[;JERSTAND THAT THE CfECK OF F'RO-EC,T DRMIN65 AHO SPECIFICATIONS 8Y THE
CITY OF CAR/..SfJAO DOES NOT RELIEVE ME, AS ENIS/NEER OF l't:)RI(, OF l1Y
RESPCINSIBILITIES FOR Pf<O..J!C T OE516N.
FIR/1, LA COSTA EN6I/'EERJN6
AWR!35, 1'150 KELLQ66 AVE.
CITY, 5TA11:, CARLSBAD, CA <1200e,
TEU:PHONE, ('160) q:,1-02</0
BY, __ -:-c-==c----c-:--:-:---,......-----HARTELL 13. l10NT~
DATE• b-/2-;02
Rt:,.E. NO., --m1f-~-REGISTRATION EXP. DATE, 6-30-Q5
DECLARATION OF ENGINEER OF WORK
I HEREBY DECLARE TI-iAT THE DESIGN OF THE IMPROVEMENTS AS SHOl'IN ON
THESE PLANS COMPLIES Y-IITH PROFESSIONAL EN6INEERIN6 STANDARDS AND
PRACTICES. AS THE EN6INEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE
IMPROVEMENTS, I ASSUME FULL RESPON!':>IBLE CHARGE FOR SUCH DESl6N. I
UNDERSTAND AND ACKNOY-ILED6E THAT THE Sl6NAlURE OF' TliESE PLANS BY ASL
CONSULTIN6 EN6INEER5 FOR THE VALLECITOS ~TER DISTRICT, AND THE
REVIEH OF THE PLANS 6Y THE VAl..l.ECITOS HATER DISTRICT, 15 A REVIEH OF
GENERAL COMPLIANCE Y-IITH DISTRICT STANDARDS. THIS APPROVAL 15 HOT A
DETERMINATION OF THE TECHNICAL ADEGIUACY OR ACCURACY OF THE DESl6N
OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT, THEREFORE, RELIEVE ME OF
MY RESPONSIBILITY FOR THE DESl6E THESE IMPROVEMENTS.
EN6INEER OF Y-IORK• ..-1'2:5,~'~ DATE, C>-/2-;02 MARTELL . r
RE6ISTRATION EXP. DATE, 6-30-o!5
sons ENGINEER'S CERTIFICATE
I, FRED JALEH CHIAN , A REGISTERED CIVIL
EN6INEER OF THE STATE OF CALIFORNIA, PRINCIPALLY OOIN6 EJU5/NESS
IN THE FIELD OF' APPLIED SOILS MECHANICS, HEREl3Y CERTIFY THAT A
SAMPLING AND STUDY OF THE SOIL CONDITIONS PRE.VALENT i"/ITHIN THIS
SITE r/AS HAPE BY ME OR IA'IDER W DIRECTION E3ETJ,,/EEN THE DATES OF
EE6RIJA8Y AHR AERII 2001 AHR TWO
COPIES OF THE 50 ORT COMPILED FROM THIS STIJOY, i"IITH W
RECOMMENDA T ~h°'iEEN SIJBl,,f/TTEO TO THE OFFICE OF THE CITY
EN61NEER. /
P.E. NO., ------LICENSE EXP/RATION DA TE, __..;,~-1'""1'--'-0""'3.._ __ _
OWNER'S CERTIFICATE
I (/l'IE) HEREl3Y CERTIFY THAT A REGISTERED SOILS EN6/NEER OR
6EOLCX:,IST HAS BEEN OR i"IILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
Sa11<.1~11 l,,..~k,J A.h-l~:'f ,f>..,/J1"" 1. 111J,,t,t, 6.1>. ·~ ,0 /n/,2.
NAME OATE
SEWER NOTES
1. SEll£R MAIN AND APPURWANCE:S SHALL Bt=: CONSTRUCTE:D IN ACCORDANCE: WITH
THt=: "CARLSBAD MUNICIPAL WA Tt=:R DISTRICT'S St=:IIE'R SYS1EM -Dt=:SIGN
CR/Tt=:RIA, STANDARD DRAWING AND SPECIFICATIONS~ AND THt=: STANDARD
SPt=:C/FICA710NS, MARCH 199J, AND Tl-IE STANDARD SPt=:CIFICATIONS FOR
PUBUC WORKS CONSTRUC710N, LA lfST £D/710N (GRt=:£N BOOK).
2. Tl-It=: CONTRACTOR SHALL OBTAIN AN t=:XCAVA TION Pt=:Rt.llT FROM THE DIVISION
OF INDUSTRIAL SAFt=:TY Bt=:FORt=: ANY t=:XCA VA 710N AND SHALL ADHE:Rt=: TO ALL
PROVISIONS OF THt=: STA TE: CONSTRUCTION SAFE:TY ORDERS.
J. BEFORE: ANY CONNt=:C710N TO THt=: DISTRICT'S t=:XIS71NG SYSTEM, A Pt=:RMIT
SHALL Bt=: OBTAINED FR® THt=: DISTRICT. IT MUST Bt=: S/GNt=:D AND APPROVt=:D
BY THt=: DISTRICT'S t=:NG/N££R AND SUPt=:RINTt=:ND£NT.
4. Bt=:FORt=: CONSTRUC710N Bt=:G/NS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT
OF WAY Pt=:RMIT SHALL Bt=: Rt=:QUIRt=:D.
5. 7Ht=: CONTRACTOR SHALL N071FY THE: CITY OF CARLSBAD t=:NG/Nt=:ERING
INSPt=:CTION 48 HOURS PRIOR TO 7Ht=: Bt=:GINNING OF CONSTRUCTION.
(TELt=:PHONt=: NO. [ 619] 4JB-J891)
WATER NOTES
1. WA Tt=:R MAIN AND APPURTt=:NANCt=:S SHALL Bt=: CONSTRUC1ED IN ACCORDANCE: WITH
7Ht=: "CARLSBAD MUNICIPAL WA Tt=:R DISTRICT'S PROCt=:DURAL GUIDI=: -GE:Nt=:RAL
DESIGN Rt=:QU/Rt=:Mt=:NTS AND STANDARDS AND SPt=:C/FICA 710NS FOR CONSTRUCTION
OF PUBLIC POTABLE WATE:R FACILl11t=:S, DA Tt=:D OCTOBt=:R 199J, OR THt=: LA 1EST
RE:VISION.
2. THt=: CONTRACTOR SHALL OBTAIN AN t=:XCAVA TION PERMIT FROI.I THt=: DIVISION
OF INDUSTRIAL SAFt=:TY BEFORt=: ANY E:XCAVA TION AND SHALL PROVIDt=: PROOF
OF OSHA N071FICA TION AND SHALL ADHt=:Rt=: TO ALL PROVISIONS OF Tl-It=: STA Tt=:
CONSffiUCTION SAFt=:TY ORDE:RS.
J. /Jt=:FORE: ANY CONNEC710N OR SHUT DOWN OF VAL \lf:5 ON t=:XISTING C.M. W.D.
UNE:S, A Pt=:RMIT SHALL Bt=: OBTA/Nt=:D FROM TH£ C.M. W.D. omct=: AND MUST
8£ S/GNt=:D AND APPROVt=:D BY DISTRICT E:NG/Nt=:t=:R AND DISTRICT
SUPE:RINTRNDt=:NT.
4. A PRE:CONSTRUC710N CONFt=:R£NC£ Mt=:t=:TING SHALL BE Ht=:LD A MINIMUM OF 7
DA Y'S Bt=:FORt=: CONSTRUC110N Bt=:G/NS. THt=: CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD £NG/N££R/NG INSPt=:CTION 48 HOURS PRIOR TO Bt=:GINNING
OF CONSTRUCTION (Tt=:LE:PHONt=: N0.[619] 4J8-J891) FOR SCHt=:DULING.
5. NO TR£t=:S OR STRUCTURt=:S SHALL Bt=: ALLOl<IE"D IN THE WA Tt=:R LIN£ t=:ASE:Mt=:NT,
ALL EXISTING TRt=:E:S AND STRUCTURt=:S SHALL Bt=: Rt=:MOVt=:D PRIOR TO
COl,/Mt=:NCt=:MENT OF l'IORK -ANY E:XCt=:PTIONS SHALL RE:QUIRE Wl?ITTE:N
Pt=:RMISSION FROM TH£ DISTRICT t=:NG/Nt=:t=:R.
6. TH£ E:XACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPt=: OF MA Tt=:RIALS OF
THE F/Rt=: LIN£ LOCA Tt=:D Bt=:TWE:t=:N 7Ht=: Dt=:Tt=:CTOR CHt=:CK VAL Vt=: AND BUILDING
SHALL Bt=: Ot=:1ERMINE:D BY Tl-It=: CITY OF CARLSBAD F/Rt=: MARSHAL.
7. ALL RE:CLA/Mt=:D WA Tt=:R MAINS AND APPURWANCt=:S SHALL B£ CONSTRUCTE:D IN
ACCORDANCE: W/1H THt=: "CARLSBAD RE:CLAMA 710N RULt=:S AND Rt=:GULA TIONS FOR
1Ht=: CONSTRUC710N OF RECLAIMED WA Tt=:R MAINS -CARLSBAD MUNICIPAL WA Tt=:R
DISTRICT", OCTOBt=:R 199J OR AS AMt=:NDE:D.
8. ALL BUR/t=:D COPPE:R PIPING AND APPUR1ENANC£S SHALL BE PROTt=:CTt=:D BY
Mt=:ANS OF CATHODIC PROTE:CTION. IF DEVt=:LOPt=:R/OWl'IE:R CONDUCTS A SOILS
Tt=:ST Rt=:PORT AND D£MONSTRA Tt=:S 7HA T PROTECTION CAN BE: PE:RFORMt=:D IN
AN01Ht=:R MANNt=:R, 11-1£ DISTRICT £NGIN£t=:R WILL CONS/Dt=:R AN AL Tt=:RNA TIVt=:
FORM OF PROTE:CTION.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
..i. COMPLIANCE HITH THE ADAA.6. GONSTRIJGTION RE<llJIR&-ENTS HILL Be THE SOLi!
l..::a, RESPONSIBILIT'T" OF THE 6ENERAL CONTRAc.TOR AND HIS ste-GONTR,t,C.TORS.
VICINITY MAP
CITY OF OCEANSIDE
HIGHWAY 7B
PACIFIC
OCEAN
AV[
CITY OF ENCINITAS
SOURCE OF TOPOGRAPHY
CITY OF VISTA
TOP06RAPHJ' 5H01'fl ON THESE PLANS~ l1if=NERA TED BY SW. fJ.R't'fY 11ETHODS ~ INFORMATION 6A.~ ON DEG, IJ , ;10 00 B'T'. f A G05TA f!W'il/lEERW ' ·. '
TOP05RAPI« '1-IOrf>I HEREON CO/FORMS . TO NATIONAL HAP
ACClRACY STANDARDS.
PROJECT LOCATION
Underground Service Alert
Cell: TOIi.iL FREE
1-800-227-2800
TWO WORKING DAYS BEFORE YOU DIG
ORK QUAN'rtru;S
CUT, __ .. J2._.J~5 __ cy
F/J.L, 205 CY
//-fPl::)RT, CY
EXPORT· 1010 CY
RE/1EDIAL,-.....i..: __ cy
WORK TO BE DONE
TIE 6RAD/N6 Jl'IORK !SHALL C,OIIS/5T OF THE CONSTRJK,TIOH OF ALL aJT5 AND ,-,L.1.5,
REl1EDIAL 6RAOIN6, DRAINA6E FACILITIES, EROSION CONTROL FACILITIES, AN1'
PLANTIN6 OF PERMANENT LANDXAP/N6 AN1' PREPARATION OF AS-aJILT tSRAf://N6 PLAHS,
AS-BUILT 6EOL06IC MAPS AND REPORTS, ALL AS 5H01'fl OR REGV/RED ON THIS SET
OF PLANS AN1' 11/E CITY ST AND ARDS, 5PEC/F/CA TIOIIS, REaal/REl-1ENTS, RESOLIJTIONS
AND ORDINANCES CITED ON THESE R.,4}6,
TIE 6RAD/t.s Jl'IORK SHALL BE PERFORMED IN AC,C,ORJ)ANC,E /'I/TH 77-E FOLLOl'IIN6
ooaH:Nr5, aRRENT AT THE Tl/11: OF CONSTR/k:,TIOII, AS DIF11:CTEO E1Y' TIE CITY
ENIS/NEER.
/, CARLSBAD M,f,/IC,f PAL CODE
2. CITY OF CARJ.SBAO STANDARDS
,. ms SET OF PLANS
4. RESOLUTION NOS. 51661 5I6e DATE!> AF'R, !I. 2002
S. THE STANVARO SPECIF/CATIONS FOR PLfJ/..IC NORJ(S CONSTRJK,TION (6REEN
BOOK).
6. SOILS Rl!PORT AND RECOl-fl-f!NOA TfON5 ..,ar,___.,.l;AA:.=,Jll......._.,_,TECH ..... .,.N,.,./C"'S.___
DATED MAR. IS, 2QQL
1. THE SAN DIE:60 RI:6/0NAL STANDARD DRAJl'IJN65 AN1' AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDs.
t,, CALIFORJIIA COASTAL COMl1f5SION ~ PERMIT CONDITIONS DATED __ r.,u:,__ _____ _
q, ENVIRONMENTAL APPROVAL JX1al'1EHTS DA T/:D_~A~PR~. ~3,~2-00_,_
10, SIJPPP FOR CT 01-11.
LEGEND
DESCRIPTION
PROPERTY LINE
EXISTING CONTOUR
NEIJ CONTOUR
FINISH ELEVATION
DRIVEIJAY APPROACH 6-14A
GRASS-LINED BERM
DWG.NO.
RETAINING IJALL (BY SEP. PERMIT)
8' LANDSCAPE CATCH BASIN
12" CATCH BASIN
w/ FB24 FOSSIL FILTER
LIMITS OF CONCRETE DRIVE
U.tS. DRAIN PIPE (AS NOTED)
IJNDl::R SIDl:Y-IALK DRAIN D-21
CURB • 6UTTER
RETAININ6 Y-IALL C--I (BY SEP, PERMIT)
BROOKS 40' SQ, STORM VAULT
TRENCH DRAIN w/GRATE
1' IJATER LATERALS
6' SEIJER MAIN
SYMBOL
d K
FL ---
■
Ill
jjjjjjjjjjrjjOijj
QUANTITY
280 S.F',
255 S,F,
4
1
295 L.F,
l
20 L,F.
324 S,F,
1
35 L.F.
6
70 L.F.
(30 L,F, IN R,□,IJ,)
LE6AL DESCRIPTION
81:11-k:; A SU6DIVl510N OF THE SOUTH ,0 l"eeT Of" LOT 3,
ALL OF LOT 4, AND THE NORTH 90 FEET OF LOT 5,
IN BLOCK 'P' OF PALISADES, IN THE CIT'!" OF
CARLSBAD, CCU-ITY OF SAN DIEOO, STATE OF CALIFORNIA,
ACCORDIN6 TO THE MAP THEREOF NO. 1141, REC. 2-5-23.
5ANVilN LIMITED PARTNERSHIP
C/0 LA COSTA EN6INEERIN6
1'150 KELLO<S-6 AVE.
CARLSBAD, CA <12ooe,
PLANNING DEPARTMENT APPROVAL HAS BUIL T0
..• : .() ( ) V (J()t:J-_ DA.Tl: i l/1~/ .oz ,m?) ~,.__7
IIICIIAIL l, ROLZJPIJD, PWINING Dllllt'l'Oll RCE 50'!>~" EXP. <,,-JP•.:17
~(J:foJA) DATI: ,y,yoz, ~E~~o//7 !
BICOIIIIINDID BY: C..IA l,I ~ 'be wb t) ,C.----::: ~
(Pllffl'I N.1111) ..INSPECTOR
1--s1-or,,
DATE
TH/5 Pf<O..EGT IS UXA TEO Jl'IITHIN ASSE550RS PAR.CEL Wl1fJER
204--150-03
~ CITY OF CARLSBAD I SHEETS I 1---+---+---------------t---+--I---+-~ LU ENGINEERING DEPARTMENT 4 1----1---1----------------+----t--+---"f-----i
THE CALIFORNIA COORI>INA TE INDEX OF TI-IIS Pf<O..ECT IS,
35-e-I65<1
BENCH MARK
RECORf'FO._, ________________ _
ELEVATION, __ _..5Q""""Pi'-'J _____ DATIM, l&;,4GS
1------1--+---------------t----t---+---,1----t GRADING PLANS FOR:
OG~AN e~Z!! CONDOMINIUMS
APPROVED v r ~~ v.i:-= ,...,4 11/;if c CITY ENGIN R PE ee<!EXPIRES I2-SI-= ' DA
/1'
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OlliER Af'PROVAL C11Y APPROVAL
OWN BY: PROJECT NO. DRAl't1NG NO.
CHKD BY: ~ll • CT 01-11 402-"'A RVWD BY: 7£ .t -,
112202
\
------
GARAGE
--~Xl&T. GRADf
PL
NEW
!ILDG
G'
\
SECTION B B
TYP. BACKYARD 51::C.
'-rn
\
~ \
\
\
N
\
\
\
~
Sc.ale 1· = 10 ft
c..r. • 52.50
• 52.00
t&t l'"LOOR
SECTION A-A
J::X. !'"ENCE
\
I!
1rr • Gt.oo
C
ll><IITNIICIN
AND <IIJ'l'1'IDII
ElOST.
------------GO' R.o.w.------------
i-----12·------,~ 16'
c.2 c+c.
16' ---i---12'---t
c.2 c+c. :J
4• PCC
&IDEWALK e'.Xl&T'G <4• A.C. ON &UTA1'1.J:: !IA&!::.
4" PCC
&IDJ::WALK
1. THE !'>EWER &Y5TEM. WATER AND !'>EWER LATERAL!'>.
AND RIGHT-or-WAY IMPROVE:MENT5 !'>HALL !IE
CON&TRUCTE:D IN ACCORDANCE: WITH THE: &TANDARD
5PE:Cll'"ICATION& l'"OR PUBLIC WORK!:, CON5TRUCTION.
THE SAN DltGO AREA lt.5.D .. THE 5TANDARD5 OF
CON5TRUCTION OF THE: CITY OF CARLSBAD.
2. CONTRACTOR TO VERll'"Y TliE LOCATION OF ALL EXl5TING FACILITIE5
PRIOR TO CON&TRUCTION AND TO PROTECT DURING CON&TRUCTION.
GARFIELD STREET
TYf'ICAL STREET SECTION N.T.5.
,---PAD PO&ITIVJ::L Y !'>LOPED
TO GRA55-LINJ::D !'>WALE
GRASS-LINED SWALE
40' SQ.
BROOKS
CONG
VAULT
TO GARFIELD
STREET ~-
N.T.&.
RIM EL = 55.2
1111 Ill =1111
FROM GRAVITY
FB24 CATCH BASIN
w/FO$$IL FILTER
CON&TlltUCT 12• X 12" DRAIN BOX U&E AS&OCIATED
PARKWAY DRAIN GRATE TO PICK UP WATER AT END or G2 GUTTER!:,.
GATCH BASIN
ST ORM DRAIN VAULT
DIRECTION
OF FLO
FILTER
BODY
FOSSIL FILTER
BLACK TOP
OR
CONCRETE 5URF ACE
FLO-GARD FILTER
.. INSTALLED
FLO-GARD
CTR~CH ~)
GRATE LOCKING
BOLT C2) GRATE
Rl:MOVA~LE FILTER
MEDIUM RETAINER &CRErn
FILTER TROUG -I-
CATCH BASIN
FIL TfR MfDUM
CONTAINMENT
AREA
FOSSIL FILTER MODEL FB-24
CATCH BASIN CWITH SU11")
"AS BUILT"
,nt:, ~10
DATE
~ CITY OF CARLSBAD ~ 1----+---+---------------1----i----,1----1-----1 L£._j ENGINEERING DEPARTMfNT L_.1_j
l----+---+---------------1----t---,1----t---f
1----+--+---------------1----t-----11----t----i GRADING PLANS FOR:
OCEAN BREEZE CONDOMINIUM&
APPROVED Y' •
A-<,,~ 1,4--'~ ,.,, n/f 1/42,
CITY ENGiNtlR PEiSee<EXPIRES 12-31-00 DA'rE-
DA 'TE INITIAL
ENGINEER OF WORI< REVISION DESCRIPTION
DA 'TE INITIAL DA 'TE INITll1L
OTHER APPROVAL CITY APPROVAL .__ ____ ..__ ______________ ..._ ____ ~----·-
DWN BY: PROJECT NO. DRA\'t1NG NO.
CHKD BY:~ CT Ol-11 402-'IA
RVWD BY. --··-=-=· ======::.::===:::::'.J
112202
j
\
'
'
EROSION CONTROL NOTES
1. IN GAS£ £M£RG£NCY WORK IS R£QUIR£D,CONTACT
(PHONE: NUMB£R)
AT
2, £QUIPM£NT AND WORK£RS FOR £M£RG£NCY WORK SHALL 8£ MADE A VAfLABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHAU. BE
STOCKPILED ON SITE AT CONVENIENT LOCA TfONS TO F ACIU IA TE RAPID
CONSTRUCTION OF T£MPORARY D£VfCES WHEN RAIN IS £MfNENT.
J. D£VIC£S SHOWN ON PLANS SHALL NOT 8£ MOV£D OR MODIFIED 'MTHOUT THE APPROVAL
OF THE ENGINE£RING INSPECTOR.
4. TH£ CONTRACTOR SHALL RESTORE: ALL EROSION CONTROL 0£VICES TO WORKING ORDER
TO THE SA TfSFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIR£0 BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA TfONS OR
UNFORFSEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE: NECFSSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPOR A 1£D HERFON.
8. GRAD£D AREAS AROUND THE PROJECT P£RfM£TER MUST DRAIN AWAY FROM THF FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE: PROT£CTIVE 0£VICE$ SHOWN SHALL 8£ IN PLACE AT THE ENO OF EACH
WORKING DAY WHEN THE FfV£ (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERC£NT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFffR EACH RAINFAU.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE.
11. SHOULD G£RMINA TfON OF HYDROS££0£D SLOP£S FAIL TO PROVIDE: EFFECTIVE COVERAGE
OF GRADED SLOPES (9DJr COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
B.
c.
D.
E.
THE EROSION AND SEOIMFNT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL P£RMAN£NT AND TEMPORARY £ROS/ON CONTROL PLANTING ANO IRRIGA TfON SHALL BE
INSTALLED AND MAfNTAIN£0 AS R[QUIREO IN SECTION 212 OF THE ST/INDARD
SPECIF/CA TfONS AND THE FOLLOWING:
A. HYOR0$£EDING SHALL BE APPLl[D TO:
1. ALL SLOPES THAT ARE GRAO[D 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
'MIEN TH£Y AR£:
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC WALL OR
STREET.
b. ALL SLOPES 4 FFET OR MORE IN HEIGHT.
2. AR£AS GRADED FLATTER T~fAN 6: 1 WH£N ANY OF Tr/E FOLLOWING CONDITIONS
EXIST:
o, NOT SCH£DULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITJ-/IN 60 DAYS OF ROUGH GRADING.
b. IO£NTfFfED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC. c. HAVE: ANY SP[i;IAL CONDITION IDENTIFIED BY THE CITY ENGINFER
THAT WARRANTS !MMEOfA TE TREATMENT.
HYDROS££D£0 AREAS SHALL 8£ IRRIGATED IN ACCORDANCE 'MTH THE FOLLOWING
CRITERIA:
1. ALL SLOP£$ THAT ARE GRAD£D 6: 1 OR STEEP£R ANO THAT ARE:
a. THREE: TO EIG/1T FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WAT[RfNG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITA T/ON SPRINKL£R HEADS PROVIDING 100% COVERAGE.
b. GREA T£R THAN 8 FEET IN HEIGHT SHALL BE WA TEREO BY A CONVENT/ON-
A!. SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AR£AS SLOP£D L£$$ THAN 6: 1 SHALL 8£ IRR/GAT£0 AS APPROV£0 BY TH£ CITY
£NGfN££R, PRIOR TO HYDROS££0fNG. TH£ OEV£LOPER SHALL SUBMIT A
PROPOS£D SCH£ME TO PROVIDE: fRRfGA TfON TO THE CITY ENGINEER TH£
PROPOSAL SHALL 8[ SPECIFIC REGARDING THE NUMBERS, TYPES AND cos rs OF
TH£ ELEMf:NTS OF TH£ PROPOS£0 SYST[M.
3. IRR1GA TION SHALL MAINTAIN THE MOISTURE: LFV£L OF THF SOIL AT THE
OPTIMUM L£V[L FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYOROSEEOING MIX SHALL CONSIST OF ALL OF THE FOLLO'MNG:
1. $£ED MIX SHALL CONSIST OF NO L£SS THAN:
a. 20 lbs. PER ACRE OF ROS£ CLOV[R
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF £ SCHOOL CIA CAL/FORNICA
d. 4 lbs. PER ACRE: OF ACHILL£A MIU £FOL/A
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOLECA
g. /1£M$ c,d,•, AND f OF TrifS SUBS£CTION MAY BE OMITTED ON
LOCA TfONS WH£RE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
[fTH/':R A PUBLIC STRE£T OR R£S/0£NTfAL STPUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE !NOCULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED ORY EfTr!ER BY DR/LUNG OR
BROADCASTING BEFORE: HYOROS££DING.
i. ALL St£D MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOP£NEO CONTAfN£RS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERT/FICA T/ON TAG ATTACHED TO, OR PRINT£D ON
SAID CONTAINERS.
). NON-PHYTO-TOXIC WETTING AGENfS MAY 8£ AOD£0 TO THF HYOROS££D
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE: 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOP£ BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF
THE $TRAW INTO THE SOIL.
. J. FfRTJLfZ£R CONSISTING OF AMMONIUM PHOSPHATE: SULFATE, 16-20-0, 'MTf1
15% SULPHUR APPLf[D AT THE RA TE OF 500 lbs. PER ACRE.
AREAS TO 8£ HYOROSE£DED SHALL 8£ PREPARED PRIOR TO HYOROSEFOiNG BY:
1. ROUGH£NING TI/E SURFACE TO Elf. PLANTED BY ANY OR A COMB/NA /fON OF:
o. TRACK WALKING SLOPf.S STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLAIIER THAT ARE SUFFIC/ENTL'f FRIABf_E
c, RIPPING AR[AS Tl-IA T WILL NOT BREAK UP USING fTCMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO Tl-IA T IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING TH£ SURFACE SOIL MOISTURE: TO PROVIDE A DAMP BUT NOT
SA TURA TEO SE[D BED.
b. THE ADDITION OF $OIL AMENDMENTS, PH AOJUSTM[NT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYOROSE:£0EO AREAS SHALL 8£ MAINTAINED TO PROVIDE: A VIGOROUS GROWTH UNTIL
TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS
TH£ PE:RMAN£NT LANDSCAPING, UNTIL THf. PROJECT IS COMPLETED AND ALL /JONOS
RELEASED.
IV/UC ,.,,_
Cf'-IMY
PRtfll
. DOSffNQ GWOI.M)
T tJ.Alt
STABILIZED CONSTRUCTION ENTRANCE
' 4" ',!ftffCN. FACI
--a IM£' CJt MUii
BOCH) P.&f ES PlACEZJ a# THE
C(JfflUf
......__ 2 /ll'-IMIS.S1El1 Aaa!lSl.tA --n r STAICES , ,;r 10
2' IN GROUND
NPI KG OfJ1I
• DIWIWJE ME'.A Lm 1HAN 1 ACRE
STRAW BALE DIKE
1, S[1' Pt.6~S D'CAVA1r A 4BY4/N OBY10CII) 1R!NCH FROII~ ALON6 1H£ LIN£ OFPt.6 :;;;;.;.,.;IS.
----~ ::.----,.,
~-
l, ATTAOI H fl.mt FNlfC JO
7H£ IIR' FENtE AND £X1EMJ IT
IN10 1H£ TRENCH.
2. STA/It£_. FfHCIHO 10 THE PClSiS.
4 IN (70 QI)
«. 8AORL NlJ ccww:r 'THE EJ«:AVA7EI') sta.
SILT FENCE
UNLINED SW ALE & BERM
,---SQll!P
fl lEIIEIJ IMmt
' \__DRCP NET
117H GRAJr
I
ffl771Ei'7
00NQllffl' 11.00C
BLOCK-SCREEN-GRAVEL SILT BASIN
DlfOP NET
(..,,, ®11£
S'lltAW B<'! rs
STA/IID 111H TIO STAKES PER BAl.E
CQll'AC1D SDI.
n>PIINHTPIPINO
fM)NIJm[
0\0!.N'AT COllil!ltS
HAY BALE SILT BARRIER
fUKl'F
GRAVEL BAGS
LOG CHECK DAM
STA/IID S'lltAW BAl.E
.NS11Mt'S.)
•
A
l'OIH1S A SHOW! BE HIGHER 1HAN POINT 8
HAY BALE CHECK DAM
24 IN (111 CII)
J
L-DISTANCE IJtJCH 1HAT FOll1S A NlJ B NfE Cf' EQUAL El.£VA110H
~'~ L· _::.;L_
~~""~m.;;1111111 .. '~,1!$!
GRAVEL CHECK DAM
IEGEND
l2flSCBJPTION
STABtLlZlllD CONSTRUCl'JON lllNTlWfCI
STR41r BALE DIKE
SILT FENCE
UNLlHED SWAU!l le BlllRl(
D-75 LINED ff.WC
BLOC1C-$CRDN-GR.4 'YEL 81LT BASIN
HAY BWil SlL'I' IU.Rlmm
LDOTS OP CLBAR1NG & GIW)]NG
GRAVlt, BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY lWJ!l CHECK DAM
GRAVEL CHECK D!M
RlPRAP
QUANTITY SYKftOL
1
,,,,-;,
.-t'~ ,Y
-----
c::::;> c::::;> c::::;>
-··-··-··-··-··-
cx::x::x::x:::x:cc:,
VI VI VI VI
~---~ .......... !JU~
-•-1-... •I
1/.~-FE SJ
4•.JO•C>5 c,v,
'AS BUILT'
11(!)~·)
OC£AN BREEZf CONDOMINIUMS
1---4--1---------------tl--+---t,---+---t APPROVED q,-
REVISION DESCRIPTION
MM tdi.#1, SQ SIU
I
I
112202
.-.~----··--· "" -----·
CARA GE GX. :.l? '>II -----=-~.,;;:.c:·-=·-==-=="~""-~--~----~-I:~ --~~-·-.:~!.PS:1. -__ _._
·-· -~-•. f'
·-·-tX1$T.
10
NEW
IJLDC
\
\
I'
GRADt
PL
E3
TYP, tlACK'fARfJ ~,r:C,,
N
1· --10 ft
EX. l'F.NCE
[Xlf,T. 11:1"
Rf.TWAU.
10' V[Rl
C!Jf~Vt
GARA Gt;
Of.'( OND
l?X!&TING CA.J11fZ
.11,NO UIJTTf:!~
I.
\ •
\
\ \ \
).C.1 I W
,:1. '. I' '\/
\ ,.
'
' . \\ !,• .. ~
', \ ·· ....
\ '-.; ,,,,"
4 G:""' ', ~,, .. u~ r.,1: ,: \, 1.-, --• "· ,.l.•1 \ ,-•,, -'· }.
' •,
..
,.
,J ,.
•' ·.h
C • ." ... ),,
' ' ' • -. {:? . ' . . . ' . .
\ ',
\ ',:.,•\ '· ~:, ,_ . ' ', t' ( \ .. ,. .) .
l'r!L ::,[W[R SYST[M. Wl>TL'I•.· 1\ND ~co[WLJ' 1.A fl'R/,1 '\
AN[) ii.:J(;iiT--Of ·WAY IMf'R'.OVl'Ml'MTc., c,,-tAU [IE
COM,>TRUCTt"!) IN ACCOU)t\f'-i,,I wrn·1 'IIIF' '>1'1\N[MJ!::,
'.·:}f'f'Clf!CATIONf; FOR F'l H3LiC. \Fv ()/i:')'t. :.1 (;.()M'?, TR! J(',TION
ll"lf c;~,N DILC,O AR[A R l.l. i' II ',Ti;.f'R)l\f/D':• o:
C-ON~/fRUC,1'!0N Of" Tl··tf -: ··1F (,/iJ:L''.·1!Ji\lJ
"-'4· n TW
·.,., 7 BW
;·. GON'"RACTOR TO VE:RlfY Tlh! i t)Cllli()N or l,Ll I.X'!)IINC, i l\f,IU,1' .,
l''is'.IOR TO CONSTRIJCTll)M M'D TO f'ROTl!CT DURIIIC l,C)H:·,r;;ur l<')N
15'
EXl,,L
GO' R.O.W. ·-------------------~
1.e·
.zz: G2. G+G \ 7::l: ...
1""~· --···---__ JTJ ---c--:=p 27.
,. J • .V_. ~-----------=~ .-J
4· PCG ·•
GARfl[L[)
rfPICAL. STREET SEC,TION N.T.S.
PAD POf>ITIVtl..1' SI.OPEi)
TO GRAf,!', .. IJINl:D SWALE
40" so.
IJR.001'\t:)
CONC
VAULI
flLTff:C: FLIJ-CiARI)
CT~:ENC1·1 DRAIN)
$1D[WALK
SLOPE GRADE:
TO DRAIN
FROM GRAVITY
Ff:124 CATCli 13ASIN
w/F0551L FIL Tf.R
G Pvc
CONSTRUCT 12' X 12' DRAIN BOX USE A&SOCIATED
J>ARIIWA1' DRAIN GRATE TO PICK UP WATER AT END
OF G2 GUT'l"ERS.
GATGl-1 BASIN
C2) ~,UMP PUMPS
• I.E. i::t 50./
RfMOVABLE rll T~~
MEDIUM RETAINER 5CREfN
fl TER MEDIUM
• • · · · CONTAINMENT f ·::::. ~~~~ AREA t,, ., ••• \½; ,,; . :, CONCRETE ~;; ,0'.'.'. MN. G' DEE~
.. "i, :::: . . . . . .
6ACK Fl.I.,-/ •" '" \,", ,.
FIL TE!': TROUC. + I
GATCH BASIN
. . . .. . . ... . . . . . . . . . . . . . ......
,., ..
1 ~. ' \,J~.~'1;;J,.:,;'I'\~ •. •·•
FO~)SIL FILTER MODEL FB-24
CATCl1 BA~::>IN (WITH $UMP)
OATc.
1----1---1-----------+---l---+--+---t I SH4EET I CITY OF CARISBAD I SH4EETS I
:::=::::::=.:==:::[NGl:::'::::N:::c.::c.:::1<1~::::G:::::O:::tP::::A::::l<:::TM::::E:::N:::T===-==:::::=:::!
OAlE INITIAL OAlE INITIAL DA lE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL
EROSION CONTROL PLANS FOR:
OCEAN BREEZE CONDOMINIUMS
OWN BY:
CHKD BY: _Q,c,e,.,,P.._ 1
RVWD BY: NY,,
PROJECT NO.
CT 01-11
DRAWING NO,
402-'IA
112202