HomeMy WebLinkAboutDWG 463-9A; PD 09-02; 2732 CAZADERO DR; 01-02GRADING NOTES
(IN ADDl770N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. 1HIS PLAN SUPERSEDES ALL OTHER PLANS PRfVIOUSLY APPR0',£0 BY 1HE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF Pt.ANS.
2. APPROVAL OF THIS PLAN DOE:S NOT I.ESSEN OR WAI\£ ANY F:JR110N OF THE
CARt.SBAD MUNICIPAL CODE, RESOLU110N OF COHDl110NAL APPROVAL. CITY
STANDARDS OR OTHER ADD/110NAL DOCUWEN7S LJSTED HEREON AS 11-IEY MAY
PERTAIN ro 1HIS PRO.ECT. 1HE ENGINEER IN RESPONSIBI..E CHARGE SHALL
REVISE THF:SE PLANS MHEN NON-CONFORMANCE IS DISCOVEREO.
J. CITY APPROVAL OF PLAHS DOfS NOT RELJE\£ 1HE DE1£1.0PE:R OR ENGIHEER-OF-
!Ml'?K FROM RESPONSIBILJTY FOR 1HE CORRECTION OF ERRORS ANO OMISSIONS
DISCOVERED DURING CONS1RUCTION. ALL PLAN R£V/SIONS SHALL 8£ PROMPTLY
SU8"/TTED ro 1HE CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER IIILL B£ REQUIRED FOR ANY
llai'K IN THE PUB/JC RIGHT OF WAY. PRIOR 10 PERtllT ISSUANCE, A
CERT/FICA TE: OF INSURANCE AS MELL AS ADDITIONAL INSURED £NOORSOIENT MUST BE
FILED NAMING 1HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON 1HE
PERltllTIEE'S Pot.JCY IN THE: MIHIMW AMOUNT OF $1,000,000.00 FOR E:ACH
OCCURRANC£ OF IJAIIJT(. ii:£ fi§iiBAHff ctW"W:t Pf!9'(d)IMJ11t PfJLICY ;;us;
HA\£ A RATING OF "A-" OR BETTER AND A SIZE CA1EGQRY Of CLASS V OR BEmR
AS ESTAf!t(5HED BY "BESTS" KEY RAT/HG GUID£
5. UNLESS f:Xfl,/PID) BY SfCTION JOl.(b)5 OF THE: UNIFORM BUILDIHG CODE,
RETAINING WALLS OUTSIDE OF PUBLJC RIGHT OF WAY REQUIRE SE:PARA TE:
PER1r117S FROM 1HE BUILDING DEPAR11rl£NT.
6. NO IIORK SHALL 8£ CCJfNENCED UN7JL ALL Peo\llS AAIIE 811/'! OBTAINED FROM
1HE: CITY ANO 01HE:R APPROPRIATE: AGENCIES.
7. APPROVAL OF THF:SE Pt.ANS BY 1HE CITY E:NG/NEER DOES NOT AU7HORIZE ANY
ltQl?K OR GRAD/HG TO BE PE:RHJRMED UN11L 1HE PROPE:RTY OWNER'S PERtllSSION
HAS BEEN OBTAINED ANO A VALJO GRAD/HG PE:RIAIT HAS BEEN ISSUED.
8. NO RE'IISIONS IIILL BE MADE 10 THE:SE PLANS IIITHOUT 1HE IIIRITTEN APPROVAL
OF 1HE CITY ENG/HEER, NOW WITHIN 1HE RE'IISION BLOCK, ON 1HE
APPROPRIATE: SHEIT OF 1HE PLANS ANO THE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME 1HE PROPE:RTY OF THE CITY UPON BE/HG
SIGHED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE RE:VISED ro REFLECT AS-BUILT COHOITIONS
BY THE ENGIHEER-OF-IIORK PRIOR ro FINAL ACCEPTANCE OF THE IIORK BY 1HE
CITY.
11. ACCESS FOR FIRE: AHO OTHER atCRGENCY VD1ICI..ES SHALL BE MAINTAINED TO
THE PRO.ECT SITE: AT ALL 11MES DURING CONSTRUCTION.
12. IIHERE 1REHCHES ARE MITHIN CITY EASElrlENTS, A SOILS REPORT COtlPRISED
OF: (A) SUMMARY SHEIT. (B) LABORAroRY IIORK SHffTS ANO (C) Ca/PACT/OH
CUR\£$, SHALL BE SUBIAITTfD BY A PROFESSIONAL ENGINEER OF THE: STA TE: OF
CALJFORMA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS
MECHANICS. THE SOILS REPORT IIILL BE SUBMITTED TO THE: CITY ENG/l'IE£RING
IN~CroR 1111HIN TIIO WORK/HG DA l'S OF 1HE COMPLETION OF FIELD 1ES75.
13. A SOILS COMPACTION REPORT AND COMPLJANCE 'r£RIF/Cl,T/ON REGARD/HG
ADHERENCE TO RECOfrlMENOA TIONS OU1l.lNED IN THE SOILS REPORT IS REQUIRE:D
PRIOR ro THE ISSUANCE OF A BUll.0/NG PERltllT. ALL CONTROLLED GRADING
SHALL B£ DONE UNDER 1HE O/REC110H OF A PROFESSIONAL ENGINEER OF THE
STA TE: OF CALJFORN/A PRIHCIPALL Y DOING BUSIH£SS IH THE F1£LJ) OF APPLJED
SOILS MECHANICS. ALL FILL OR RJTURE FILL AREAS SHALL BE CONSTRUCID) IN
ACCORDANCE 111TH THE CITY OF CARLSBAD STANDARD ~C/flCA TIONS AHO THE
• EARTH!lai'K SPECIFICATIONS • ATTACHED ro THE PRfl.JIIWARY saLS
IN\£STIGA TION. DAit. Y FIELD COMPACTION REPOR1S MILL l:IE SUBtllTIDJ TO 1HE
PRO.ECT INSPE:CTDR.
14. A f'RfCCW5]RUCllCI/ H£fPNG SH:'I I B£ tfJ Q AT THE Sl1E PRIOR m THE
BEGI/HHG Of IQlK 4ND SHNI Bf AIIFNOfD BY 4U RFPBfSfNTAlJ\.fS
RESPONSIBI..E FOR CONSTRUCTION~SP£CTION. SUFER\ll~lESTIHG ANO ALL OTHE:R A$&.CJ$ a='. tRt i®< 1HE TRAC I 00 SHALL ~ t A PRE.WB'MucMi
lr/EE11NG BY CAUJNG THE INSPECTION LJNE AT (760) +Jll-3§1 AT LEAST fl',£(5)
WORKING DA 'rS PRIOR ro STARTING CONSTRUCTION. THE COHTRACroR MIU THEN BE
CONTAC7ED BY THE PRO.ECT IN~CTOR ro COORO/HA TE: A DA TE: ANO 711,1£ FOR 1HE
PRECONSTRUCTION lr/EETING. APPR0',£0 DRAMIHGS MUST BE AVAILABl'.E PRIOR TO
SCHEDULJNG. THE GRAD/HG PERMIT IIIILL BE PROVIDED BY THE: PRO.ECT INSP£CTDR
AT THE IIEETING.
15. 41 I WSPfGTKW RflllfSZS D7HfB PW' BE PBfWISTlfllCDClt HEf7WG ■ I Rf
M.I.Of BY CN I ING D£ fNQNffRWG 2:f-HCX/R JNSl'ft;1llW RfOllfSI I fH£ AT
CZ6Q1 4:J/1:-1891 !NSP(CTJON RfQI lfST MUST 8£ RfCEZW PRf<E ro 2; QQ P,M, OH R£ Q.4Y !iff9'IC ]Hf INffCTJON IS NffPfQ INSPE:CTIONS MILL BE MADE THE NEXT JKlRI<' DAY UNLESS l'OU REQUESTaTIERMIS£. REQUESTS Ir/ADE AnER
2: 00 P.M. WILL BE SCHEDULED FOR TIIO RJLL WORK DA 'rS LA 7ER.
16. THE O'IIHER AND/OR APPL/CANT THROUGH THE: OE:VEI..OPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AHD lr/AINTAIH ALL SAFETY OE\IICES, IHQ..UOIHG
SHORING, AHO SHALL BE SOi.El. Y RESPONSIBI..E FOR CONF"DRIIIHG TO ALL LOCAL.
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS. LAWS ANO REGUUTIOHS.
17. THE CONTRACTOR SHALL CONFORM ro LABOR COO£ SE:CTION 6705 BY SIJBlMTTING
A DETAIi.. PLAN ro THE CITY ENG/HEER ANO/OR CONCERNED AGENCY SHOMNG
1HE DESIGN OF SHORING, BRACING SLOPING OR OTHE:R PRO\IISIONS ro BE MADE
OF MORKER PROTECTION FROM THE HAZARD OF CA V/NG GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA TIOH
THEREIN. THIS PLAN Ir/UST BE PREPARrn FOR ALL TRENCHES Fl',£ FEET (5') OR
Ir/ORE IN OEP1H AND APPR0',£0 BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR 10 EXCAVATION. If Ilif Pj AN YAR/fS fRAM Ill( SfflBNG :i):'i7fl( ~1 Sli#iMikt§rcH ~ll'Lu_wtg Min W i
BEGISTfBfD fNPNffR AT ff CQN1R,4C7DRS EffNS£ A CCN>Y OF THE OSHA
E:XCA VA TION PERlrllT MUST 8£ SUBMITTED ro THE IH~CTOR PRta? ro
EXCAVATION.
18. HO BLASTING SHALL 8£ PERFORIED UNTIL A VALJO BLASTING PERMIT HAS B£EN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPIJCA 770N FOR Bl.AST/NG
PERlr/lT MELL IN ADVANCE OF THE SCHEDULING OF BLASnHG OPE:RA TIONS.
19· ~~E ~~gf<f ~ WW¥'"~ x:~ND
PERMIT7EE 1111.L NOTIFY THE CITY ENGINEER. OPERA 770NS 11111.L NOT RESTART
UNTIL THE PERMIT7EE HAS RECEf',£0 11/R/TTEN AUTHORITY FROM THE CITY
ENG/HE:ER ro DO SO.
20. ALL OPE:RA TIONS CONDUCTED ON TH£ SITE OR ADJACENT THERfTO, INCLUDING
WARMING UP, REPAIR, ARRIVAL. DEPAR1URE OR OPERATION OF TIWa<S.
EARTHIAO\IING EQUIPMENT, CONS1RUCTION EQUIPMENT AHO AHY OTHER ASSOC/A TEO
GRAD/HG EQUIPIAENT SHALL BE LJM/ID) TO THE PE:R/00 8£Tll£EN 7: 00 A.IA. AHO
SUNSET EACH DAY, MONDAY THRU FRIDAY AHO NO /:AR1Hl,/OVIHG OR GRADING
CN>ERA nONs SHALL BE CONOUCID) OH MEEKENOS OR Hot.JOA YS. (A UST OF CITY
Hot.JOA l'S IS AVAft.ABlE AT 1HE ENGINEERtNG DEPARTMENT COUNTER.)
21. ALL DFf-stIE HAUL RQUIES SHALL 8£ SUBMITTED BY IHf C£Wrucznq IP 1HE QTY ENGINEER FOR APPROVAL DIQ RILL QKJNG DAYS PRIOR ro B(GINNIHG Of
IIORK.
22. /Ir/PORT MATERIAL SHALL 8£ OBTAIHED FROM, ANO WASTE: MATERIAL SHALL BE
DEPOSIW AT, A SITE: APPROl,£D BY THE CITY ENGINEER. ]HE' CQH]RACTQB
SHALL Bf RfSPQNSBt f fOR ANY llfHRIS QR QMCAOC QCCl,JRRING At QNG THE HAUL
BQU:rtS QR ADJACENT sma:zs AS A RESULT Of THE GRNJING C\PE8A1ZQN.
23. BRUSH SHALL BE REJI0',£0 OHL Y MITHJN THE AREA 10 BE GRAOCD. NO 11iEES ARE
10 BE REJI0\£0 UNLESS ~CIFICALL Y NOW ON THE PLAN.
24. ALL AREAS SHALL BE GRADED ro DRAIN. GRADING RESULTING IN THE POND/HG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AHO DITCHES SHALL HA 1£ A
1,/IN/l,/Ul,I ONE PERCENT SLOPE.
25. THESE PLANS ARE SUB.ECT ro A SIGNED AND APPRO',£D SET OF EROSION
CONTROL Pt.AN$. EROSION CONTROL SHALL BE AS SHOWN AND AS APPR0\£0 BY
THE CITY ENGINEER OR AS 0/RfCID) SY THE PRO.ECT INSPECTOR.
26. ALL SI..OPES SHALL BE TRIMMED ro A FINISH GRADE ro PRODUCE A UNIFORM
SURFACE AHO CROSS SECTION. THE Sl1E SHALL 8£ LEFT IN A Nl:AT AND
ORDERLY CONDITION. ALL STONE:S, ROOTS OR OTHE:R DEBRIS SHALL BE REJI0',£0
ANO DISPOSED OF AT A SITE: APPR0',£0 OF BY THE CITY ENGINEER.
2Z ALL SI..OPES SHALL BE /RRJGA TED, STA91L/ZED, PLAHW ANO/OR HYOROSEEDED
M11HIN TE:N (10) DAl'S Of THE TIME "1fl£N LACH SI.OPE /S BROUGHT TO GRAD£
AS SHOWN ON 1HE APPROVl:D GRAD/HG Pt.A~
30+2\GPLAN-EPLAN_ 10-05-09
28. LANDSCAPING SHALL BE ACCOMPLJSHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY Of CARLSBAD LANDSCAPE MANUAL. 1HE LANDSCAPING PLANS FOR
THIS PRO.ECT, DRAllfNG NO. _IJ/A , AND/OR AS DIREC7ED SY 1'HE CITY
ENG/HEER OR PLANNING DIRECTOR.
29. THE OWNE:R/APPI.ICANT SHALL INSURE THAT ALL CONTRACroRS SHALL COORDINATE:
fHE MORK OF THESE GRIIDING Pl.ANS MITH THAT SHOWN OH BOTH 1HE LANDSCAPE
AND /RRIGA TION PLANS AHO THC MIPR0"91ENT PI..NIS AS REQUIRED FOR THIS
!Ml'?K IN ACCORDANCE IIWTH THE LANDSCAPE MANUAL TIME REQU/RElr/EN7S.
JO. SroRM DRAIN PIPE SHALL B£ REJNFORCED CONCREJE: PIPE WITH A MINIMUM
0-LOAD OF 1,350. FOR PRIVA 1E STORII DRAIN PIPES. UP ro 15" PVC MAY BE
UTILJZED PROvlDEll DEPTH IS LESS THAN 15 FEET AHO BACKFILLED MITH J/4"
ROCK PE:R SORSD s-• TrPI: ·c· AND PIPE: lr/EITS ASTM STANDARD 3034 FOR
SDR 35 Sot.JO WALL PIPE:.
JI. rtHERE AN EXISTING PIPE LINE IS ro B£ ABANDONED AS A RESULT Of 1HE
GRADING OPE:RA 110N, IT SHALL BE REIIO',£/J WITHIN TIIENTY FEET OF BUit.DiNG
OR STREET AREAS AND REPLACED 1111TH PROPERI.. Y COMPACW SOILS. IN OTHER
AREAS THE PIPE IIIILL BE PLUGGED 1111H CONCR£TE OR REMOVl:D AS APPRO',£D BY
THE CITY ENG/HEER.
3.2. THE CONTRACTOR SHAl.l. \IE1i'IFY THE LOCATION OF ALL EXISTING FAC/LJTIES
( ABO~ GROUND AND UNDER GROONO ) MITHIH THE PRO.ECT SITE SUFFICIEN7L Y
AHCAD Of GRADING TO PE:Rtrl/T 1HE REVISION OF THE GRADING PU.NS IF IT IS
FOUND THAT 1HE AC1UAL LOCATIONS ARE IN CONFIJCT ~TH THE PROPOSED
MORK.
33. 1HE CONTRACTOR SHAl.l. NOTIFY AFFECTED UTILJTY COIIIPANIES (S£f BELOW) AT
LEAST 2 FULL IIORl<WG DA'IS PRIOR ro STAR71.' • ."I GRA.0.':-i. f::!:k: · ··.7.''-:
FACILJTIES AHO SHALL COORO/HATE: THE WORK 1111TH A COMPANY REPRESl:NTATI',£.
UNDERGROUND SER\1/CE" AI.ERT 1800 422-4133 Sl/G&E 800 0-7343
PACIFIC 8£1.1. 800 92-0123
TIME: WARNCR CABI.£ 760/4Jl.!-7741
COX COMMUN/CAnONs 760 -9809
CITY OF CARLSBAD(SIRE.E. IS It STORII DRAIN) 760 2980
'CITY OF CARLSBAD(SEIIER, WATER It RECI..AH,/£D WATER) 760/4Jl.!-2722
"SAN DIEGIJITO WA 1E:R DISTRICT 760 33-2650
1.EUCADIA WASTE:WA 1lR DISTRICT 760 753--0155
C\IALLEClroS WATER O/S1RICT 760 7#-(),f6()
'0/.JVE:HHAIH WA 7ER DIS1111CT 760 7"-6466
'BVOIA SANITAnON 0/SmtCT..,...,.,.,, 760 726-1340
•~S APPROPRIATE:
34. PERlr/lT COtlPUAHCE REQUIREJIEN7S:
A. f<R CONIBC!(fQ ~ THE. APPLJCANT HIRES A CIVIL ENGINEER,
saLS EHQHEER, AND OR. GEOLOGIST ro GI\£ TECHNICAL ADVICE,
OBSE:R\£ AND CONTROL THE• MORK IN PROGRESS /15.16.120 A.8/
CARLSBAD MUNICIPAL CODE.
B. ffllOR ro FINAL APfflOYN. Of A GRADING PERN(T -THE FOLLOMING
REPORTS MUST BE SUIAllmD ro 1HE CITY ENGINEER VIA THE
PRO.ECT INSPCCTOR /15.16.120 A.10} CARLSBAD lr/UNIC/PAL COO£:
(1) FINAL REPORT BY SIJPER\IISING GRADING ENG/HEER STA TING ALL
GRADING IS COIIPI.ETE. ALL EROSION CONTROL, SLOPE PLANTING
ANO IRRIGA TIOH ARE /NSTAUED IN CONFORIIIANCE MITH CITY
CODE AND THE: APPROVl:D PI..NIS ( OBTAIN SAMPLE OF CotlPLIANCE
LETTER FROl,I CITY ENGINEERING DEPAR11rlENT).
(2) AS-BUILT GRADING Pt.AN.
(3) REPORT FROM THE SOILS ENGINl:ER, tttl/CH INCLUDES
REC°""11£NOEO SOIL BEARING CAPACITIES, A STA TEMEHT AS 10
THE EXPAHSI',£ QUALJTY OF 1HE SOIL. AHO SUINARIES OF
FIEI.D ANO LASORA TORY 1ES75. THE REPORT SHALL ALSO
INCLUDE A STA 1EMENT BY THE SOILS ENGtNE£R THAT THE
GRADING WAS DONE IN ACCORDANCE Wl1H THE: REQU/REJilENTS ANO
REC°""11ENOA TIONS OU1l.lNED IN 1HE PREUlrllHARY SOILS REPORT
AHO ANY SUPPI.DIENTS 7HERE1V.
( 4) REPORT MITH AS-BUit. T GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
'5. UNLESS A GRADING PERMIT FOR THIS PRO,£CT IS ISSUED IIIITHJN ONE (1)
YEAR AFTER THE CITY ENG/HEER'S APPROVAL. 7H£SE PI..NIS Ir/A Y SE REQU#ltb ro BE RESUBlil/TmJ FOR PLANCHE:CK. Pt.ANCHECK FEES MILL BE REQUIRED FOR
ANY SUCH RECHF.CK.
36. 1HE SOILS REPORT 111lH' fflfl M(ARY GCQ1EafN/CAL SOI(. IN\.£511GA 710N fQR
Bf'i/QfflTIAL CONS1RUC11af CN CAZADERQ QB, GABI 'iff.AIJ, CA PREPARED BY
B 4 B fflPNf£B'H4 '!'fC. , DA7ED Al/GUST 14 ,20D4.SHALL BE CONSIDERED
AS A PART OF THIS GRADING PLAN. ALL GRAD/NG SHALL 8£ DONE IN ACCORDANCE
MITH THE RECOINENDA1/0HS AHO ~C/FICATIONS CONTAINED IN SAID SOILS REPORT.
"DECL&R.A.TION OF RESPONSIBLE CHARGE"
I HEREBY DECLA~ THAT J AM 1HE ENGINEfR OF IIVRK FOR THIS PRO.ECT, THAT I
HA',£ EXERCISED R£SPONSl8t£ CHARGE 0\£1? THE DESIGN OF THE PRO.ECT AS O£F/HEO
IN SECnON 6703 OF THE: BUSIN£SS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT 1111TH CURRENT STANDARDS.
PROJECT LOCATION
11-I/S PRO.ECT IS LOCATED Wl1HIN ASSESSORS PARCEL NUIABER(S)
215--400-06
THE CALJFORMA COORD/HA 1E INDEX OF THJS Pl?O.ECT IS:
N 342 £ 1695
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _.D,:;:A.,_,\£.._,.CLA=RK"--_____ AT
(510 75+-3687
2. EQU/Plr/ENT AND IIORKERS FOR EMERGENCY MORK SHALL BE MADE: AVAILABLE AT ALL
TIIIES OURJNG THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED OH
SITE: AT CONI/ENIENT LOCATIONS ro FAC/LJTA1E RAPID CONSTRUCTION OF !El,fPORARY
OE:\IIC£S II/HEN RAIN IS EMIHEHT.
3. OE\IICES SHOWN ON Pt.ANS SHALL NOT B£ MO\IED OR MODIFIED WITHOUT 1HE APPROVAL
OF THE: ENGINEERING IH~CTOR.
4. THE CONTRACTOR SHALL RESTORf ALL EROSION CONTROi. 0£\IICES ro WORKING ORDER ro TrlE SIi r;s,--;,cr;a;,; OF Trl£ CiTT' i=NGINE:Efl AF~,t £ACH ii:uN-DFr PiiX:.iCii'iv ,;ANv,.._:_
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION C<l'i71Wt. IA£ASURfS AS MAY BE
REQUIRED BY THE CITY ENGIN£ER DUE TO UNCOMPLEmJ GRADING OPERA TIOHS OR
UHFOR£SEEN aRCU/rlSTANCES IIHICH MAY ARISE.
6. TH£ COHTRACroR SHALL B£ RESPONSIBI..E AND SHALL TAKE NE:CESSARY PRECAUTIONS 10
PR£\£NT PUBIJC TRESPASS ONW AREAS IIHERE IMPOUNDED WATERS CREA TE: A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PR0\1/DED PER 7H£ APPR0',£0 GRADING Pt.AN SHALL
El£ /NCORPORA ID) HEREON.
8. GRAOCD AREAS AROUND THE PRO.ECT PfRIIIIE:1ER MUST DRAIN AWAY FROM THE FACE OF
SI.OPE AT THE CONCLUSION OF EACH MORK/HG DAY.
9. ALL REMOVABI.£ PROTECT/',£ DEVICES SHOWN SHALL SE 1H Pt.ACE AT THE: END OF EACH
WORKING DAY JtflEN THE fl',£ ~ Y RAIN PROBABILITY FORECAST EXCEEDS FORTY
PE:RCEHT (~-SILT AHO 01HER SHALL BE REMO\£D AFTER EACH RAINFALL.
10. ALL GRA\£2. BAGS SHALL BE BURLAP Tlf'r MITH J/4 INCH MINIMUM AGGRE"GRATE:.
11. SHOULD G'ERMINA TION OF HYOROS££0ED SI..OPES FAIL 10 PROVIDC EFFEC11VE CO\'El?AGE
OF GRADED SLOPES (90X CO\'El?AGE) PRIOR ro N0',£/,18£R 15, THE: SLOPES SHALL BE
STABILJZED BY PUHat STRAW INSTA/1.ED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROsroH AilD SFDMIENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF CALJFORNIA.
TEMPORARY EROSION CONTROL
PI:AimNG AND JRRIGAIIQN
ALL P£RMANENT AHO TDIPORARY EROSION CONTROL Pt.ANT/HG ANO /RRJGA TION SHALL BE
INSTAUED AND MAINTAINED AS REQUIRED IH SECTION 212 OF THE STANDARD
SP£Clf/CA TIONS ANO THE FOLLOMIHG:
A. HYDROSEEDIHG SHALL BE APPUED TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL ro 1£1mCAL) OR :,/E.EPt.R ttHEN
THEY ARE:
a. THRfE Fc£T OR MORE IN HEIGHT AND ADJACENT TO A
PUBUC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE: IN HE:JGHT.
2. AREAS GRADED FU, T1ER THAN 6: I ttHEN AHY OF THE: Rl.LOIIIHG CON0/1IONS
EXIST:
a. HOT SCHEIJUI..E1) FOR IMPROVEMEN7S(CONSTRUCTION OR GENERAL
LANDSCAPING) MITHIN 60 DA 'I'S OF ROUGH GRADING.
b. IOEN1/FIED BY THE PARKS ANO RECREATION ~CTOR AS HIGHLY
VISISl.E 70 1HE PUBLJC.
c. HA',£ ANY ffCIAL CONDITION IDENTIFIED SY THE CITY ENGINEER
THAT WARRANTS ll,ll,/£D/A TE TRfA 1MENT.
9. H'l'DROSEEDEO ARE"AS SHALL SE /RR/GA 7ED IN ACCORDANCE MITH THE FOIJ.OIIIING
CRITERIA:
1. ALL SI.OPES THAT ARE GRADED 6: 1 OR :, /££PER ANO THAT ARE:
2.
3.
a. 7HRf£ ro EIGHT filT IN HEIGHT SHALL BE IRRJGA TED BY HAND
WATERING FROM QUICK COUPLERSAIOSE 9/BS OR A CON'£N110NAL
Sl'S7DI Of LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
CO\'El?AGE
b. GRE:A TER THAN 8 FEET IN HE:JGHT SHALL BE WA 7ERfD BY A
CONIIENTIONAL Sl'S7EM OF LOW PRECIPITATION SPRINKLER HE:AOS
PROVIDING 100% CO\'El?AGE.
AREAS SI.OPED LESS THAN 6:1 SHALL B£ IRRIGA7ED AS APPR0\£0 BY 1HE CITY
ENGINEER, PRIOR ro HYOROSEEDING. THE OE:VEI..OPEJ\' SHALL SUBMIT A PROPOSED
SCH6IE ro PROV/DC /RR/GA nON ro THE CITY EHGINffR. THE PROl"OSAL SHALL SE
~Clf/C REGARDING THE HUtlBERS, Tl'PES AHO COSTS OF THE EI..EJIENTS OF THE
THE PROPOSED S'rSTEl,I.
IRRIGATION SHALL lr/AIHTAIN THE MOISTURE LEl£L OF THE 'SOIL AT THE CN>1llr/UM
LEI£!. FOR THE GROW1H OF 1HE H"YC/rf0Sc£Dfu GROWTH.
I UHOl:RSTAND THAT THE CHECK OF PRO.ECT DRAIIIHGS AHO SPWFICATIONS BY THE
CITY OF CARLSBAD OO£S NOT RElJE',£ IE, AS ENGINEER OF IIORK, OF MY C. HYOROSEEDIHG MIX SHALL CONSIST OF ALL OF THE FOLLOIIIHG:
1. SEl:D Ir/IX SHALL CONSIST OF HO LESS THAN: RESl'ONSIBILJTIE:S FOR PRO.ECT DESIGN.
F/Rtrt: TH£ SE"A f!RIGHT WIPANY
ADDRESS: :f:J?? SFA IIB«ltl Pf.AC£
arr. STATE:: GM/ SBAQ CA 92008
~~ BUP"C?fl1(rA)l11 0 :i n t .. p---DA TE, 11 "J o
•
R.C.E. N0.:_..2830...,.._2 ___________ _
REG/STRA TION EXPIRATION DA TE: --"OJ,../J..,.,_.111'"'"0,._ ___ _
son.s ENGINEER'S CJ!aCl'lli1i.;ATE
/, ST6P,l6AJ 1'. ,-1r•,c_ , A REGISTERED (CIVIL/
GEOTECHNICAL) ENGINEER OF THE STATE OF CAUFORNIA. PRINCIPALLY DOING
BUSINESS IN THE FlflD OF" APPLJED SOILS MECHANICS, HEREBY CERTIFY THAT
A SAMPLING AND STIJDY OF THE SOIL COND/170NS PREVALENT WITHIN THIS
S115 -~~~-MAD~ BY ME:•~ ~NfER A~f> D/Ri~.2~ ,BETWfj.N 1H~ 2g-:.., ~ ~
COPIES OF THE SOILS REPORT COMPILED FROM THIS STIJDY, WITH MY
RECOMMEN ONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
£NGIN ~ ;/~/
~~N~~ SIGNED: __ ..,, • .__.4"-'/'-?g;-''-"-'--------
,.; NO.-~'1\} G.£/P.E. NO.: __ _.'?,._,fi],..t,,..Z.,_.:,,'--------
~--!: DATE:: __ .c./.=..11 ... • Z."-<-1'co'":....1.__ _______ _
LICENSE EXPIRATION DATE:: '!>/~1/u-11
OWNER'S CERTIFICATE
I [ 11£ ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR IIILL BE RETAINED TO SUP£R\IISE 0\.£R-ALL mrt~'k. AC17VITY"ANDdAD\IISE: ON THE COMPAC770N AND STABILITY OF
7" h-"2..-oj
ENERGY EFrlCIJJ' , LLC. Bf:' DA\/E CLARK DATE
SOURCE OF TOPQGBAf!!Y
TOPOGRAPHY SHOWN OH 7HES£ PLAHS WAS GD/£RA lED SY BBQ
IlE2.. METHODS FROM INFORMATION GA 7HERED ON Affl1J. 27 2005 BY CQASTAL L,l,ND 5a l(71(WS
TOPOGRAPHY SHOWN HERrnN CONFORMS 10 NATIONAL MAP
ACCURACY STANDARDS.
2.
a. 20 lbs. PER ACRE OF ROS£ CLO\.£R
b. 20 lbs. PE:R ACRE OF ZORRO FESCUE
c. J lb& PER ACRE OF E SCHOOL CIA CALJFORNICA
d. -4 /113. PER ACRf OF ACHILJ.ll, ll/l1UCX1A
e. J lb& PE:R ACRE OF AL YSSUM (CARPE:T OF SNOW)
f. I /2 lb. PER ACRE: OF Dllrl~PHOI..ECA
g. /TDIS c,d.e, AND f OF 1HIS SUBSE:CTl<l'i MAY BE OIAITIDJ ON
LOCATIONS IIHER£ THE AREA BBHG HYOROSEEDED IS HOT VISIBLE
FROM EITHER A PUBI.JC STRE"ET OR RESIDENTIAL STRUCTl/RES.
h. ITDI a OF THIS SUBSE:CTION WST BE IHOCULA ID) MITH A
NITROGEN FIXJHG BACTERIA ANO APPi.JED ORY EITHER SY DRILLING
OR BROADCASTING BEFORE HYOROSEEDING.
i ALL SEl:D MATERIALS SHALL B£ TRANSPORW 10 THE: JOBS/TE: IN
UNOPENED CONTAINERS 1111TH THE CALIFORNIA DEPAR711ENT OF
FOOD AND AGR/CUL1URE CERT/F/Cl,T/ON TAG ATTACHED 10, OR
PRINTED ON SAID CONTAINERS.
j. HON-PHYTO-roXJC 11£TT/NG AG£N1S MA y BE ADDED ro THE
Hl'DROSEED SLURRY AT THE: DISCRETION OF THE CON1'1ACroR.
m'£ 1 MUI.CH APPLJED AT THE RA TE OF NO LESS 1HAN 2000 lbs PER ACRE
TYPE 6 MULCH (S1'1AW) MAY SE SUBS171UTEO, ALL OR PART, FOR
H'l'DRAULICALL Y APPLIED FIBER MATERIAL. lltfEN S1'1AW IS USED IT MUST BE
ANOIOREO TO THE SLOPE SY lr/ECHAHICALL Y PUNCHING HO LESS THAN 50,C OF
1HE STRAW /NW THE SOIL
J. FERTIIJZl:R CONSISTING OF AtlllOHIUM PHOSPHATE SULFA 1E, 16-20-0, MITH 15S
SULPHUR APPL/ED AT THE RA Tc OF 500 lbs. PER ACR£
0. AREAS ro 8£ HtfJROSEEOED SHALL BE PREPARED PRIOR ro HtrJROSE£DING BY:
1. ROUGHENING THE SIJRF"ACE ro BE PLANTED BY ANY OR A COtlSIHATION OF:
a. TRACK WALKING SI..DPES :, /Et.PER tHAN 6: I
b. HARROIIIHG AREAS 6: 1 OR FU T1ER THAT ARE SUFFICIENTLY
FR/AB/.£.
c. RIPPING AREAS 1HA T 1111.L HOT BREAK UP USING ITEMS a OR b
ABO',£.
2. CONDITION/HG THE: SOILS SO THAT IT IS SUITABI.£ FOR Pt.ANnNG SY:
a. AD.J.JSnHG THE SURFACE SOIL MOISTIJRE ro PROVIDE A DAMP
BUT NOT SA1URATEO SEED BED.
b. THE ADDITION OF SOIL AMENOlrlEN1S, PH AIMJS7MENT, LEACHING
COVERING SALINE SOILS ro PRO\IIDED VIABI.£ CONDITIONS FOR
GROWTH.
£ HtfJROSEEDED AREAS SHALL Bl: MAINTAINED 10 PROV/OE A VIGOROUS GROW1H UNTIL THE
THE PRO,£CT IS PERMAHEHTL Y LANDSCAPED OR, FOR AREAS Ill/ERE" H'IDROSEEDIHG IS THE
THE PERtlANENT LANDSCAPING, UNTIL 1HE PRO.ECT IS COtlPL£1ED ANO ALL BONDS
RELEASED.
VICINITY
CITY OF OCEANSIDE
PACIFIC
OCEAN
7a
MAP
NOT TO SCALE
CITY OF VISTA
,#
CITY OF
lci.--""\'-1 SAN MARCOS
,...--1c--SITE
YORK TO BE DONE
THE GRAD/HG 111'.lRK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AHO FILLS.
REMEDIAL GRADl/wG, DRAINAGE FACILJTIES, EROSION CONTROL FACILITIES. N,D
PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLAHS.
AS-BUit. T GEa.OG/C MAPS AHO REPORTS, ALL AS SHOIW OR REQUIRED ON THJS SE:T
OF Pt.ANS ANO THE CITY :,lAHOARDS, ~CtFICA nONs, REQUIREMENTS, RESOLUTIONS
ANO ORDINANCES CIID) ON THE:SE Pt.ANS.
THE: GRADING IIORK SHALL BE PERFORMED IN ACCORDANCE MITH THE FOLLOMIHG
DOCUMENTS, CURRENT AT THE TIME OF CONS1'1UCnON, AS DIRECW SY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. THIS SET OF Pt.ANS
4. RESOLUTION HO. NIA DAW ____ _
5. TH£ STANDARD SPECIF/CATIONS FOR PUBLJC llalKS CONSTRUCnON (GREEN
IOOI0-
6. SOILS REPORT ANO RECOtNENOA 1/0NS BY BltB ENGINEERING. INC.
____ DAW 8/14106 WITH 314109 UPDATE LE1£R
7. THE SAN DIEOO REGIONAL STANDARD DRAIIIHGS ANO AS MAY SE MODIFIED BY
THE CITY OF CARLSBAD STANDAROS.
ti ~NI.\ t()ASTAl. _,.SS/ON DE1£1.0PMENT P£RM/T CONDITIONS DA7ED__,,N ... /2,::.i _______ _
9. EN\IIRONMEHTAL APPROVAL OOCfJlr/ENTS OAID) __,_,NCLIAc.,_ ____ _
10. STORM WA 1ER POLLUTION PREIIENTION PLAN PRE:PARED
BY NIA DAW _____ _
IIDID NO. 9 375 __..N.._/2..,_!1 ________ _
11. STORII WATER MANAGEMENT Pt.AH PREPARED BY NIA OAmJ ________ _
12. CALIFORNIA STORM WA 1ER QUALJTY ASSOCIA TIOH BMP CONS--:RUCnOH HANDBOOK ANO
CALTRANS CONSTRUCTION SITE BMP MANUAL
CITY Of ENCINITAS
THOM. BROS. PG. 1127 H-5/6 LEGEND
LEGAL DESCRIPTION
LOT HO. 747 OF LA COSTA MEADOWS
UNIT NO. -4. PER Ir/AP NO. 7367.
RECORDED .._,LY 19, 1972
OWNER
ENERGY EFFICIENCY lr/ANAGEllEHT, LLC
A HE:VADA LLC
C/0 DA 1£ CLARK
PO BOX 1612
UNION CITY, CA 94587
(510) 75+-3687
BENCH KARI
OE:SCRIPTION: IH",fRT Of SEIER M N
DESCRIPTION DWG.NO.
RETAINING WAI..L (BY SEPARATE PERMIT)
4" DRAIN
3' WIDE GRA'EI.. SWALE
DRAIN BOX (12"X12" PLASTIC BY NDS}
SEWER LATERAL (PRIVATE) CRLSl!.0 ~-'1
WATER LATERAL (PRIVATE)
FILL SLC:,Pb.
DEPRESSED CURB
SYllBOL ---
C 4" PVC
□
--s--
--vi--
I
F
C I
QUANTITY
131 S.f.
378 L.f.
135 L.f.
10 EA.
80 L.f.
66 L.f.
22 L.f.
LOCATION: 62' SQ11H CT IN]ERSCCl1(N Of Ct!Zt!QfRQ fR t C®NDA ST
CUT / FILL LINE
COl" SL09E.
CONCRETE DRIVEWAY 1,930 S.F. PEP CABt SflAQ M' PLAN QMz 190::9 PROFGT 7/l-6
RECORD£D:
El.EVA 110N:--"4M=6"-7 _______ oA TUM: AISI.. HG\1/J 29 :.':.OR.SD
G-1-M
REFERENCE DRA.lJINGS
OIIC /191-5
EAR' OU QJJ4n't1'fJ.E::/
CUT:-----740 CY
FIJ..L: -----1330 CY
IMPORT:----590 CY
EXPORT: 0 CY . .
REMEDIAL: 720 CY
.
-
ll,).
DAlE INITIAL
ENGINEEII ~ WOIIK REVISION DESCRIPTION
DRIVEWAY DEPRESSION 221 S.F.
PCC SIDEWALK 632 S.F.
COT I PILL 'S.LOl'E:.
COIISTRUCTION 'ftlREAT .AS8J:SSIIElre HIGH
..,,,_, "lllliTIIINT COlfflJOL _, T.AILI!
IWlftllWa MM! lfO. lWlfflllWQi Tffll I■ :IIPIDf OIN IP AG IINT t'IQtlllfCY
N/A
l!ll''l'P noncT PIIIOIIIT1' lfO
PJ"[~~EPARTMENT APPROVAL II AS BUILT"
~~I ,2.11, ho wt:I /;r)/10
DOIi' NEU PUNNlll'G Dl.Kll,-tOR RCE Z6;302. EXP. 3JQi1I'-DATE <· ~-wt: I /1-'f to REVIE\,/ED :BY•; ..1..., 7 7'. 0))-
Jr: ~INA~11,, ~~A,. QIL'L(,LI I
«-YfWI INSPECTllR . ·~::> DATE
I SH~T I CITY OF CARLSBAD I SH~lS I ENGINEERING DEPARTMENT
GRADDIG PI.Alf FOR:
ENERGY EFFICIENCY MANAGEMENT
2732 CAZADER0 DRIVE
~~~~D~AUSER ~..,/4, ,L,z.r,fJo , =· If
llEP ENGINEER PE 33081 EXPIRES 6/30/10 ' DAlE
uWN i,Y: I PRQ.ECT NO. I DRAWING NO. DAlE INITIAL DAlE INITIAL
01HER N'Pf!OVM. CITY N'f'ftOVM.
CHKD BY:~ PD 09-02 RVWD BY: 463-9A
I
SC.n.E -IV f'=20'
0' 20' 40'
LA
LOT NO. 275
COSTA MEADOWS
UNIT NO. 2
LA
LOT NO. 276
COSTA MEADOWS
UNIT NO. 2
MAP NO. 6905
:~ti: -~----
PATIO PATIO
M A P N O. 6 9 0 5 wooo ernce-'-~ .. ---=-----wo-oo caicc
LA
NOTE:
NO WALLS GREATER
THAN 6' IN HEIGHT
ARE AU.OWED IN
Nff SETBACK M£>S
60'
SEWER f 19iiiENf ORH't IED --
CITY <:1F CARl58AO PEIi Ill""' ~
-------------
3042\GPLAN-EPLAN_ 12-23-09
-SWA_E
44~~-
.. ' -,;;;.:"
LOT NO. 587
LA COSTA MEADOWS
UNIT NO. 4
MAP NO. 7367
---
CHAII.J LJNK FENCE
f-1-+--.....,_ ,,..,,,,.,,,.,,/ -.-~.;,,,.
I
\ I
PREPARED BY:
LOT NO. 585
1 ·xa· GRAVEL
0 CL
SECTION A-A
TOP OF' SLOPE
LINE
LA COSTA MEADOWS
UNIT NO. 4
15'
FF-4511.7
460 ---=dc:::::;::±:d--==r~DE~c~Ki--
t
MAP NO. 7367
PARCEL 1
P.M. NO. 10205
FACE OF'
CURB
470
440--
420--
t
10' v -
~~~'
~
~
,n
"": .... t
5'VC .
19'-4"
-----
-------420
SECTION 8-8
1" -20' H.tN
ft
,n .,
~ •
5'VC -,. 470
.
465 ----;;.:z,i:.:::::)½s-J.~:1--JY:~~--:,--.;;;;::::=---,.,_~
~ ::::::::.......
465
...: :1
460---'----------------------=:::::o,,,~--460
DVWY PROFILE AT CL
· 1" "' 1 O' H " 5' V
HAS BUI' TH
~ 12!11]10
RCE~\rz.. DATE
INSPECTcit
>
GJW>IIIG PUN l'OB:
ENERGY EFFICIENCY MANAGEMENT
2732 CAZADER0 DRIVE
BY, ---LD.,lt...~~itt.a......a::8:....i;• ~"""'J,....,.,.,,.~""--') _ ___.,,...,,Jay.ijK2.....,__-_
ROBERT 0. SUKUP, I DATE
1--:_i.:..--+------------;----t----t-----r-----1 l.¢rTZ~~~4ll04 ~ ~sJ, NJ() _CEPllfy QTY~ PE 33081 EXPIRES 8il01!0 DAlE
I DMI BY: -~-11 PRo.ECT NO. I DRAWING NO.
RCE 28302 EXP. 3/31/10 DAlE llllAI.
REVISION DESCRIPTION l-01HER-"D"'A1E;;;;_H.LF---~~---11Al.---lllL➔-:-... :-N .... ,--:-,,.,-:---1 ~:g ~~: lim PD 09-02 463-9A
/