HomeMy WebLinkAboutDWG 413-7C; CT 02-14 (4); BRESSI RANCH PA 9 UNIT 4 MODELS; 01-03r----------------------------~ -..111
GRADINGNOTES: GRADINGNOTEB(cont) CARLSBAD TRACT NO. CT-02-14 LEGEND '.
(IN AODlnON TO IHE: REQUIREMENTS OF CHAPTE:R 15. 18 OF IHE 29. THE O'rrNER/APPUCANT SHAU INSURE Tl/Ar All CONTRACTORS SHAU COORDINATE 11/E WORK OF
CARLSBAD MUNICIPAL COOE.) 11/E:Sr: GRADING PLANS WITH THAr SHO'rrti ON BOTH 11/E LANDSCAPE ANO IRRIGATION Pf.ANS AND THE '4CR1
1. 1111s Pt.AN SUPERSEDES ALL OTHER Pl.ANS PRfVIOUst Y APPROVED BY THE CITY IMPROVEMENr PLANS AS RfQUIRED FOR THIS lltlRK IN ACCORDANCE WITH THE LANDSCAPF: MANUAL TIME R£QUtRfJ.IENTS. B R E S S I R A N C H R E S I D E N TI A L ~ Pl.AN NUMBER (R=REV£RSE)
OF CARLSBAD REGARDING GRADING SHO'M-1 ON 7111S SET OF Pl.ANS.
2. APPROVAL OF THIS PLAN DOES Nor LESSEN OR WAIVE' ANY PORTION OF THE JO. STORM DRAIN PIPE SHALL BE REINFORC£D CONCR£T£ PIP£ WITH A 111NIMUM o-LOAD OF 1,Jso OR ASB£5T05 C£MENT PIP£ WITH A MINIMUM D-1.0AD ( 270)
CARt.SBAD MUNICIPAL cooc. R£S<XUTION OF CONDITIONAL APPROVAi. CITY OF 2,000. FOR PRIVATf: STORM DRAINS. PIPES UP TO 1:;• PVC MAY BE urn.,zro PROVIDED D£PTH ,s L£SS THAN "mT AND /JACKFTLL£D WI711 CASS I A p A g M Q O EL H QM ES LOT NUM/JER
PAD ELEVATION STANDARDS OR 071/£R ADDITIONAL DOCUMENTS UST£O H£R£0N AS 71/£Y I.IA y J f4• ROCK PER SORSO S-4 rrPE "C" AND PIPE lolITTS ASTII STANDARD JOJ4 FOR SOR J!J 5000 WAil PIP£, ! PE 694•51 PERTAIN ro 71/IS PRO.E.CT. 711£ ENGINEER IN RESPONS/8l£ CHARGE SHALL , . ' RfV/Sr: m£Sr: Pt.ANS 'MIEN NON-CONFORMANCE: 15 DISCOVERED, JI. 'M/£R£ AN EXISTING PIP£ UN£ IS TO 8£ ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALL 8£ RfJ.IOVED 1117HIN lllf:NTY FEET OF !FF 695.2!
l CITY APPHOVAL OF PLANS DOES NOT RELIEVE' TH£ DEVELOPER OR ENGINEER-OF-8£.llflo~Go °ls 5Jtr,Ffor..:,oR£AB~ ~ ~~~,,'!!J'! PROPERt.Y COMPACTED SOILS. IN OTHER AR£AS. TH£ PIPE Will 8£ PWGGEO WITH CONCRETE OR (LOTS 2 7 Q TO 2 7 2) lcrr 694.51
RN/511 Fl.OOR El.EVA TION
GARAGE Fl.DOR El.EVA TION
BACl<fl.OW PR£VENTER IIEQUIREO
WORK FROM RESPONSIBH.JTY FOR 711£ CORRECTION OF El?RORS AND OMISSIONS ncm ' ,,,. "" •~en, . .
DISCOVER£0 OUR/NG CONSll?UCTION. All Pl.AN R£VISIONS SHALL 8£ PROMPT!. Y J2. 11/E CONTRACTOR SHALL VERIFY TH£ LOCATION OF All EXISTING FACIUTIES (ABO'!£ GROUND AND UNDER GROUND) 1!1111/H 11/E PRO.E.CT SIT£ sumCJ£NTI. Y (§IE;>
SUBMITT£0 TO TII£ CITY ENGINEER FOR APPROVAi.. AH£AD OF GRADING TO PERl,llr 11/E RfV/SION OF 71/E GRADING PLANS IF IT IS FOUND 711A T 711£ AC7UAL LOCATIONS ARE IN CONfl.lCT 111711 711£ PROPOSED 1/KJRK.
4. A RIGHT-OF-WAY PEl?MIT FRO/J 11/E CITY ENGINEER Ml.l 8£ REQUIRED FOR ANY
WORK IN 711£ PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATC OF INSURANCE MUST BE AL£0 NAMING THE: CITY OF CARI.SBAD AS
AN ADDITIONAL INSURED ON THE PEl?MITfil'S POI.ICY IN Tl/£ MINIMUM AMOUNT
OF $1,000,000.00 FOR £ACH OCCURRENCE: OF UABIUTY. 11/E INSURANCE
COMPANY llf?ITING 711£ POI.ICY MUST HA 'I£ A RA TING OF "A• ANO A SIZE
CATEGORY OF ct.ASS V AS ESTABUSHED llY "BfSTS" KEY RA TING GUIOC
1 UM.ESS £XEMPT£0 BY SECTION 301.(/,)S OF 11/E UNIFORM BUN.I!/NG CODE,
Rf:TAIN/NG WALLS OUTSIDE OF PUBUC RIGHT OF WAY R£QUIR£ SEPARATE
PERMITS FROM 711£ BUil.DiNG 0£PARTM£NT.
d NO WORK SHALL C0/,/1,/ENCE: UNTIi.. All PEl?MITS HA 1.£ BEEN OBTAINED FROM 711£
CITY AND 071/ER APPROPRIATE AGfNCIES.
l. APPROVAL OF 71/ESE Pl.ANS BY 711£ CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL TH£ PROP£RTY O'MIER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING P£RMl~AS BEEN ISSUED.
11 NO RfVISIONS llflL 8£ MAOE TO Tl/ESE Pl.ANS 111111 T Tl/£ WRIT7EN APPl?OVAL
OF Tl/£ CITY ENGINEER, NOT£0 W/7HIN Tl/£ R[VISI BLOCK, ON THE
APPROPRIA TC SHE£T OF TH£ Pl.ANS AND THE Tl 11.E i1fEfT.
9. ORIGINAL ORA 111NGS SHALL BECOI.IC THE PROPERTY Cf Tl/£ Cl TY UPON BEING
SIGN£0 BY Tl/£ CITY ENGINEER. L
10. Tl/£ ORIGINAL DRAWING SHALL 8£ RfV/SED TO 1/ffl.E(;t AS-BU/Lr CONDITIONS BY /HE
£NGIN££R-OF-WORK PRIOR TO FINAL ACCEPTANC£ OF 711£ WORK BY Tl/£ CITY.
ft, ACC£5S FOR ARE AND D7HfR EMERGfNCY VEIi/ct.ES SHALL 8£ MNNTAINED TO
711£ PRO.E.CT SIT£ AT All TIMES DURING CONSTRUCTION,
12. ltHE/?£ TRENCHES AR£ 111THIN CITY EASEMENT5, A SOILS R£PORT COMPRISED
OF: (A) SUMMARY SHffT, (8) LABORATORY WORK SHEfTS AND (C) COMPACTION
CURI£$, SHALL BE SU8M/T7EO BY A PRITTSSIONAL ENGINEER OF fH£ STA TE OF
CAUFORNIA, PR/NC/PAil Y DOING 8USIN£SS IN 711£ REtJJ OF APPUEO SOILS
MfCHANICS. 111E SOILS R£PORT llflL BE SIJ8MITT£0 TO 11/E CITY ENGINffRING
INSPECTOR 111111/N TWO (2) WORKING DAYS OF Tl/£ COMPLETION OF FIEtJJ TESTS.
IJ. A SOILS COMPACTION R£PORT AND COMPUANCE: VER/FICA TION REGARDING
ADHEl?ENCE: TO RECOMMENDATIONS OUTUNED IN 11/E SOILS REPORT IS REQUIR£0
PRIOR ro THE ISSUANCE: OF A BUILDING PERMIT. All CONTROLLED GRADING
SI/All BE DON£ UND£R Tl/£ DIRECTION OF A PROFESSIONAL ENGINEER OF 111£
STAT£ OF CAUFORNIA PR/NC/PALLY DOING llUSIN£SS IN THE FIELD OF APPLIED
SOILS MECHANICS. All FU OR RJ7UR£ Fill AR£AS SHALL 8£ CONSll?UCTEO IN
ACCORDANC£ W/11-1 Tl/£ CITY OF CARLS/JAD STANDARD SPECIF/CATIONS AND 71/E
• £AR71/WORK SP£CIRCA TIONS • ATTACHED TO 11/E PRELIMINARY SOILS
/NVESTIGA TION. DAILY FIELD COMPACTION RfPORTS Will 8£ SUBMITT£0 TO THE
PROJECT INSPECTOR,
1,f, A PRfCONSTfflJCTI()/,/ MffTfNG SHAii BE HB O A T THE >!TE PR/OR TO THE
BFGINNING 0£ 'MJRK AND SHAii 8£ A [Tl]IOEQ BY All RffRfS[NTA UVfS
R£SPONSIBLE FOR CONSTRUCTIONnJNSP£CTION, SUP£RV/SION, TESTING AND All Q71!£R AspfCTS Of mt IIQR& _ t CONTRACTOR SHALL SCHEDUL£ mt ME£TING
71/ROUG/I Tl/[ PERMlr Cl.ERK (760-4J8-J891) AT L£AST Fl'!£ (5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION, APPROVED DRAWINGS
MUSr 8£ AVAH.ABLE PRIOR TO SCHEDUUNG. 711£ GRADING P£Rlol/T Will 8£ PROVIDED
BY 11/E PRO.E.CT INSPECTOR AT 711£ MEETING.
15. AH INSPfCTI()/,/ REQUESTS QTHUl THAN fQR PRfCONSTRlJCUON MffUNG ll1l I W
MAO£ BY CAI (ING THE fNC.JNEERING 24=HOllR INSPfCTI()/,/ RfOlifST I fNf AT
(76QI +JB-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO Z· OQ PM, ON me DA y 8EFOR£ TH£ INSPECTION IS NEEDED. INSPECTIONS llflL 8£ MADE ii-it NEXr WORK DAY UNL£S5 YOU RfQUEST 071/ERWISE. REQUESTS MAD£ AF7rn
2: 00 P.M. Will 8£ SCHEDULED FOR TJIQ (2) FULL WORK DAYS LA T£R.
1d 711£ O'M/£R AND/OR APPUCANr TIIROUGH 11/E D£1/El.OPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SNfTY DEWC£S, INCI.UD/NG
SHORING, AND SHAU 8£ Sa.El. Y RESPONS/81..E FOR CONFORMING TO All LOCAi.
STAT£ ANO FE0£RAL SAFfTY ANO HEAL Tl/ STANDARDS. LA ll'S ANO REGULATIONS.
f 7. 711£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 810, BY SUBMimNG
A [)[TAIL PLAN TO 711£ CITY ENGINEER ANO/OR CONCERNED AGENCY SHOll1NG
11/E 0£S/GN OF SI/OR/NG, BRACING SI.OPING OR 071/ER Pl?OV/SIONS TO 8£ MADE
OF WORKER PROTECTION FRO/I Tl/£ HAZARD OF CAVING GROUND DURING 111E
fXCAVA TION OF SUCH TRENCH OR TRENCHfS OR DURING Tl/£ PIP£ INSTALLATION
THEREIN. 711IS Pl.AN MUST BE PR£PARED FOR All TRENC/1£S FIi.£ FITT (5') OR
MOR£ IN 0£P711 AND APPROVED BY 71/E CITY ENGINEER AND/OR CONCERNED
AGfNCY PRIOR TO EXCAVATION. IF 1ffE Pl AN VARIFS FROlt/ THE SHORfNG S:,SZf/1
STANDARDS fSTABLJSll[f) BY me CONSTRUCTION SAFfTY ORD£RS. TITI.E 8
CAUFORNIA AOMINISTRA Tll'E' CODE. THE PLAN SHALL 8£ PREPAIIED BY A
REGIS)[RfD ENGINE& AT THE CONTRACTOR$ EXPE/'ISE, A COPY OF 11/E OSHA
EXCAVATION PERMIT MUST 8£ SU8MIT7ED TO 11/E INSPECTOR PRIOR TO
EXCAVATION.
1& NO 81.ASTIN() SHAU 8£ PERFORM£0 UNTIL A VALID 81.ASTING PERMIT HAS BEEN
OBTAINED FROM Tl/£ CITY OF CARLSBAO. SUBMIT APPUCATION FOR BLASTING PERMIT IIEl.l IN ADVANCE: OF 711£ SC/1£DUUNG OF 81.ASTING OPERA noNS.
19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ OISCOVER£D '/ITIIIN ANY WORK AR£A
DURING CONSTRUCTION, OPERATIONS llflL C£ASr: IMMEDIA 7f1. Y, ANO 11/E
P£RMITTE£ ll1ll NOTIFY 711£ CITY ENG/NEEi?. OPERATIONS llflL Nor R£START
Ul,IT/1. THE PERM/TT££ HAS RECEIVED 111?/TTEN AU71/0RITY FROM 711£ CITY
ENGINEER TO 00 SO.
ZO. All OPERATIONS CONOUCT£0 ON THE SITf: OR ADJACENT THERETO, INCI.UOING
WARMING UP, R£PAII?, ARRIVAi. DEPARTURE: OR OPERATION OF TRUCKS,
EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHAU BE UM/1£0 TO 11/E Pm/OD BETWEEN 7: 00 A.Al. AND
SUNSET EACH DAY, MONDAY Tl/RU FRIDAY AND NO £ARTHMOVING OR GRADING
OP£RA TIONS SHALL 8£ CONOUCT£0 ON M£EKENDS OH HOI.IDA YS. (A UST OF CITY
HOI.IDAYS IS AVAILABLE Ar Tl/£ ENGINEERING D£PARTMENT COUNT£R.)
21, ALI, (ff-Sri[ HAUL IIOU1fS S'/Afi BE SUBl,//[ffD BY 711( CONTRACTOR 70 THE CfIT
ENGINEER FOR APPROVAL TIit) (z FULL WORKING DMS PRIOR ro BEGINNING OF WORK.
22. /1,/POR r MA T£R/Al SHALL 8£ Oil TA/NED FROM, AND WAST£ IIA TERI Al SHALL 8£
0£POSIT£0 Ar, A SIT£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BC RESPONSfBlE EQR ANY DEBRIS QR QAl.tAGC OCCURRING ALOIIG 111( HAL\ ROUTfS OR ADJACENT STREETS AS A RES/JI. T OF Tl/£ GRADING OPERATION.
2l BRUSH SHALL 8£ REMOVED ONI. Y WITHIN 11/E AREA TO 8£ GRADED, NO TREfS AR£
TO 8£ REMOVED UNL£SS SPECIF/CAil Y NOTED ON 11/E Pl.AN.
Jl 711£ CONTRACTOR SI/All NOTIFY N1'fCT£0 UTIUTY COMPAN/£5 (SE£ llEl.OW} AT L£AST 7140 (2) RJLL WORKING DAYS PRJOR TO STARTTNG GRADING NEAR THEIR
FACIUTIES AND SHALL COORDINATE 711£ WOl?K 111 TH A COMPANY REPR£SENTA TIV£.
UND£RGROUNO SERWCE: ALmT 1-800-422-41JJ CITY OF CARLSBAD (STREETS .t STORM DRNN)
SDGM ,-eoa: 660-7J4J CITY OF CARLSBAD [SEM£R,WA7rn .t REct.AIMED WA7rn) sac. 1-800-B92-0t2J
ADELPHIA CABLE COMMUN/CATIONS (760) 438-7741
COX COMIIUNICA TIONS (760) 806-9809
J.f.. PEl?MIT COMPUANCE IIEQU/l?fJ.IENTS:
(760) 434-2980
(760) 438-2722
A. FOR CONTRal£O GRADING-711£ APPUCANT HIR£S A CIVIi. ENG/NEEi?, SOILS ENGINEER, AND/OR GEOLOGIST TO GIi.£ TECHNICAL ADVICE, 08SER'I£ AND
CONTROi. 711£ WORK IN PROGRESS {15.15.120A.8./ CARI.S8AO MUNICIPAL CODE.
8. PRIOR TO ANAL APPROVAL OF A GRADING PERMIT-711[ FOUOW/NG FIEPORTS I/UST 8£ SU8MITT£0 TO THE CITY ENGINEER V1A THE PRO.E.CT INSPECTOR
{15.15.120A.1o/ CARLSBAD MUNICIPAL CODE)
(t) FINAL R£PORT BY SUPERVISING GRADING ENGINEER STATING All GRADING IS COMPt£7f:. ALL El?OSION CONTR<X. SI.OP£ PLANTING ANO IRRIGATION
ARE INSTALLED IN CONFORMANCE 111711 CITY COOf AND THE N'PROVEO PLANS (OBTAIN SAMPL£ OF COMPLIANCE LETTER FROM CITY ENGINEER DEPARTMENT).
(2) AS-IJUIL T GRADING Pl.AN,
(J) REPORT FROM TH£ SOH..S ENGINEER, 'Ml/CH /NCI.UDE$ REC0/,/1,/ENDED SOIL BEARING CAPACITl£5, A STA T£M£NT AS TO 11/E EXPANSII.£ QUAUTY OF 711£
SOil. AND SUMMARIES OF A£W AND LABORATORY TESTS. THE REPORT SHALL ALSO INCI.UD£ A STA T£/.IENT BY 711£ SOILS ENGINEER 71/A T TH£ GRADING
WAS DONE IN ACCORDANCE: W//H 711£ REQUIREMENTS ANO R£COlolMENDATIONS OUTUNED IN THE PREUIIINARY SOILS REPORT ANO ANY SUPPLEM£NTS THERETO.
( 4) REPORT WI/H AS-BUil. T GE<XOG/C PLAN, IF REQUll?EO llY 7H£ CITY.
J5. UNL£55 A GRADING P£Rlol/T FOR THIS PROJECT IS ISSU£D WITHIN ONE (tJ Y!AR AFTER 11/E CITY ENGINEER'S APPROVAi. Tl/ESE PLANS MAY BE REQUIRED TO 8£
RESU8MIT7ED FOR Pl.ANCHECK. Pl.ANCHECK ms WILL 8£ R!!flREQ F(}/1 At(Y SIJCH RfCHECK. }
38. Tl/£ SOILS REPORT TITI.ED T•ic.fh "5 -y d·-:l 1,.t~ « ~ -A """ 6.-, ~-
A:::,N~1tALrt-~~ 1~m!'r: 7111•RE1u=,;~f.t..( Jf'I 1..~ f
AND SPEC/FICA TIONS CONTAINED IN SA/0 SOILS RfPORT.
'DECLARA 710N OF RESPONSIBLE CHARGE' l
PROJECT
SITE
I HERE.BY Of CLARE IHA T I Al/ TH£ ENGIN££R OF flORK FOR IHIS PROJE.C T, 11-IA T I HA \IE
EXERCISED RESPONSIBLE: CHARGE O'.£R THE: DESIGN OF IHE PROJECT AS DU/NED IN
SE.CTTON 6 lOJ OF IJic BUSINESS ANO PROFESSIONS COD£, ANO IHA T IHE D£SIGN IS
CON SIS TE:N T WI 1H CURRENT STANDARDS.
I UNOfRSTANO IHAT IHE CHfCK OF PROJECT DRAWINGS AND SPECIFICATTONS BY IHE
ClrY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND OOE.S NOT R£l/E.\lf ME:, AS
ENG/NfER OF WORK, OF MY RESPONSIBUTT[S FOR PROJECT DfS/GN.
ARM: PROJECT D£SIGN CONSULTANTS
AODR£SS: 701 B STRfET, SUITE: 800
CITY, STA TE:: SAN DIEGO, CALIFORNIA
TELE.PHONE: (619) 2J5-6471
R.C.E. NO._...c4.:c2.;;_95;..1 ___________ _
R£GISTRA nON [XPIRA noN DA TE:: DJ-31-06 --------
son..s ENGINEER'S CER17FICA TE
I, µ(!_ t), t:i'.i...' ;, f,,i_l/...lk«. A REGISTERED Civil ENGINEER OF 71/E
STAT£ OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl-IE AEI.D Of APPU£D SOIL
MfCHAN/CS, HfRfBY CERTIFY 711AT A SAMPLING ANO Sil/DY OF THE SOIL CONDITIONS
PR£VALENT 111711/N 7111S SITE WAS MAOF: BY ME OR UNOER MY DIRECTION 8£TWEEN 71/E •-~/
OATES OF 5',I, . 2~ AND .4-LJo/ , ?~
TWO (2) COMPLETf: COPIES 7HE SOILS REPORT COMP/LEO FROM 7111S57UDY, 111TH MY
5
~
SHEET INDEX
SHEET t.
SHE£T 2.
SHE£T J.
'----, , ...... -~
c:/
'
VICIN/7Y MAP
NOT ro SCAL£
. . . . . TIT!.£ SHEfT
. .. K£Y MAP, DETAILS, SP£CIAL NOTES
. .. PLAN VIEW
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOW/'/ ON Tl/ESE PLANS WAS GENEl?A TED BY PHOTOGRAMMETRY
SIGNED: J/,/lt} &L
RECOMMENDATIONS. HAS BEEN SUBMITTED TO 71/E omcE OF 71/E Cl TY ENGINEER. ,. ,, •. ___ ME7HODS FROM INFORMATION GA711EREO ON MAY 11, 1998
/.' ~~~f( ___ BY SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS
WILLIAM DA \/10 OLSON
DAlt: S-11~¥ nY._i:r--\1'_~ • D. 0(;(.-. {'ER 011-t!. 1'10. 400-BA.
R.C.£. NO.: 4528J UCENSE £XPIRA TION OAT£:
~• llo. 4~283 "f::. \?,;°\f'OGRAPHY SIIO'M-1 HEREON CONFORMS TO 1'/A TIONAL MAP ACCURACY STANOAl?DS.
OrJ/JO/O ti ·-~
1
; fJAS/8 OF BEARING
"1-~ o~'vc~~ I. Tl-IE BASIS OF BfAR/NG FOR THIS SURVEY IS THE CAUFDRNIA COORDINATf:
SYSTEM, NAO BJ, ZONE 6 ANO WAS ESTA8USHfD BfTVffN STA TIO/I NO.
OWNER'S CER17FICA TE:
I (M£) 1/ERfBY CfRT/fY THAT A REGISTU?ED SOILS fNGINEEff OR GEOCOGIST HAS BEEN OR t V-2002 PER R.O.S. 1402J AND STATION NO. SDGPS-41 fSTABUSHED BY
R£TAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADV/Sr: ON THE COMPACTION AND 7H£ COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL
STABIUTY Of THIS SITE 8001(, /.£., N88"54'05"W.
<-
N ME: ~w---G T1n.E:
~WN6 '/DEVELOPER
NAME: Gl?£YSTONE HOMES
711£ COMBINED SCAL£ FACTOR AT STATION V-2002 IS 0.999944419, CRIO
O/STANC£ 2 GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED
DISTANCES SHOW/'/ HEl?EON A/?£ GROUND DISTANC£S. 71/E MAPPING ANGLE
AT STATION V-2002 IS -0"32'51.881"
QUOTED BEARINGS Fl?0/.1 /?£FERENC£ MAPS/DEEDS MAY OR MAY NOT 8£ IN
TERMS OF SAID SYSTEM.
LEGAL DESCRIPTION
2.f.. All AR£AS SHALL 8£ GRADED TO DRAIN, GRADING RESULTING IN 111£ PONDING OF
WAT£/? IS NOT PERMITTED.All EARll/EN SWAL£S AND OITC/1£5 SHALL HAVE' I~ MIN. SI.OPE
ADDRESS:
PHONE:
1525 FARADAY A VENUE, SU/lt 300
CARI.SBAO, CA. 9200/J
(760) 918-7765 LOT 9 OF CARLSBAD TRACT CT 00-08 IN me CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STAT£ OF CAUFORNIA ACCORDING TO Tl/£ MAP THEREOF NO. 25. Tl/£Sr: Pl.ANS AR£ SUB.E.cr TO A SIGNED AND APPROVED SET OF EROSION
CONTROi. Pl.ANS. EROSION CONTROi. SHALL 8£ AS SHOIII'/ ANO AS APPROVED BY
TH£ CITY ENGINEER OR AS DIRECTED BY TH£ PRO..£CT INSPECTOR.
2d All SI.OPES SHALL 8£ TRIMMED TO A RN/SH GRADE TO PROOUCE: A UNIFORM
SURFACE: AND CROSS SECTION, THE SITE SHALL BE LEFr IN A NEAT ANO
ORO£Rt. Y CONDITION, All STONES, ROOTS OR 071/ER DEBRIS SHALL BE RfJ.IOVED
ANO DISPOSED OF AT A SITf: APPROV£0 OF BY 711£ CITY ENGINEER.
27. All SI.OPES SI/All 8£ IRRIGA 1£0, STA8/LIZ£D, Pl.ANTED AND/OR HYOROSEEDEO
111711/N TEN (10) DA I'S OF Tl/£ TIME 'MIEN EACH SI.OP[ IS BROUGHT TO GRADE
AS 51/0llf'/ ON THE APPROVED GRADING Pl.ANS.
2& LANDSCAPING SHAU 8£ ACCOMPUSHED ON All SI.OPES ANO PADS AS REQUIRED
BY THE CITY OF CARI.SBAO LANOSCAP£ MANUAi. 711[ LANDSCAPING Pl.ANS FOR
71/IS Pl?O.E.CT, Dl?A'MNG NO. J77-JI.. ANO/OR AS DIR£CT£0 BY 711£ CITY
ENGINEER OR Pl.ANNING DIRECTOR,
CONTRACTOR'S NOTE
NOTE: 711F: CONSTRUCTION Of UND£RGROUNO FACIUTIES SHAU NOT B[G/N UNTIi. A LETTER
HAS B£EN SUBMITTED 70 71/F: CITY ENG/NfER FROM 71/E SOILS ENGINEER STA TING
711E S£ffiEM£NT FROM ROUGH GRADING IS COMPL£7f:.
BRESSI RANCH REFERENCE DRAWINGS
SE£ DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STR£ET IMPROVEMENT PLANS.
SEF: ORA 'MNG NO. 400-BA FOR MASS GRADING AND El?OSION CONTRa PLANS.
SEE ORA 'MNG NO. 400-BC FOR BRESSI RANCH RfSIDEN TIAL STORM DRAIN PLANS.
SE£ DRA'MNG NO. 413-7 FOR 8R£SSI RANCH RESIDENTIAL IMPROVEMENT PLANS
Sf£ DRA'MNG NO. 413-lA FOR BR£SSI RANCH R£SIOENTIAL GRADING Pl.ANS
14600, ALEO IN 711[ omCE OF 711£ COUNTY RECORDER OF SAN Dl[GO
COUNTY ON MAY 29, 2003, AND 711£ REMAINDER LOT OF CARI.S8AD TRACT NO.
02-14 UNlr NO, 4 IN Tl-/£ CITY OF CARLSBAD, COUNTY OF SAN 0/fGO, STAT£
OF CAUFORNIA, ACCORDING TO MAP 711fR£0F NO. f 4 775, ALEO IN 711£ OFf/CF:
OF TII£ COUNTY RECORDER OF SAN OffGO COUNTY ON APRIL 29. 2004. 711/S
PLAN SET INCI.UDES 0//l Y LOTS 270 TO 272.
PROJECT LOCA nON
711/S PRO.E.CT IS LOCA 1£0 Wl7111N ASSESSORS PARCEL NUMBEl?(S) 213-122-02
7HF: CAUFORNIA COORDINATE IND£)( OF 7111S PRO..CC T IS: 1990-6252
SPECIAL NOTES
111£ FOUOW/NG NOTES AR£ PROV/DEO TO GIVE DIRECTIONS TO 711£ CONTRACTOR BY THE £NG/NEER
OF WORK. Tl/£ CITY ENGINEERS SIGNA 7UR£ ON 71l£Sr: Pl.ANS DOES NOT CONSTITUTE APPROVAL OF
ANY OF 71/ESr: NOTES ANO 11/E CITY llflL I/OT 8£ RESPONSIBLE FOi? 7flf/R ENFORCfJ.IENT.
I. 711£ LOCATION OF EXISTING UTIUTl£S ARE BASED ON AVAILABt.£ RECORD INFOl?MATION. CONTRACTOR
SHALL VERIFY 71/E LOCATION ANO £LEVATION OF All fXISTING FACIUTl£S (A801£GROUNO AND
UNOmGROUND) 111711/H 711£ PRO.E.cr SIT£. 71115 WO/?/( SHALL 8£ P£RFORlol£0 sumCl[Nn. Y AH£AD
OF CONSTRUCTION TO PERMIT CITY APPROVAL R£V1SIONS TO THE CONSll?UCTION Pl.ANS IF AC7UAL
LOCATIONS ARE FOUND TO 8£ IN CONFl.lCr 111111 THE Pl?OPOSED WORK. CONTRACTOR SHALL NOTIFY
ENGINEER OF WORK OF ANY CONFUCTS OR ANY 071/ER UTIUTIES £NCOUNTEREO PR/OH TO PROCEEDING
WITH CONSTRUCTION.
2. CONTRACTOR SHALL TAKE PRECAUTIONARY MfASURES TO PROTECT 11/E UTIUTY LINES 51/0llf'/ AND
ANY OTHER UNES NOT OF /?£CORD OR Nor SHO'M-1 OIi TH£SE Pl.ANS. ANY PAVE/.IENT OH 071/ER
EXISTING SURFACE: IMPROVE/.1£NTS DAMAGED BY CONTRACTOR SHALL B£ REPLAC£0 AS R£QUIREO BY
711£ CITY OF CARf..S/JAD ENG/NEEl?ING OEPARTMfNr.
J. SAFfTY PRECAUTIONS AND ADEQUATE: /JARR/CADING TO 8£ IN FORCE: /JY Tl/£ CONTRACTOR AT All
TIMfS. NEJTHER TH[ O'MIER NOR THf ENGINEER OF WORK Will ENFORCE SAFfTY MEASURES OR
R£GULA TIONS. 711£ CONTRACTOR SHALL DESIGN. CONSTRUCT, AND MAINTAIN All SAFfTY DEVICES.
INCI.UDING SHORING, ANO SHAU 8£ SOI.ELY RESPONSIEII.£ FOR CONFORMING TO ALL LOCAi. STA TE
ANO FEDERAL SAFfTY AND HfALTH STANDARDS. LAll'S ANO REGULATIONS.
4. All LENGTHS ANO DISTANC£S FOR IMPROVE/.1£NTS SHOllf'/ ON THESE PLANS ARE llfASURED IN A
HORIZONTAL PLANE,
5. Tl/£ DISPOSAL OF ANY ASBfSTOS CEMENT PIPE SI/All BE IN COMPLIANC£ V.,TH All CURRENT LOCAi.
STA TE ANO FEDERAL REGULATIONS.
6. 7HE WORK TO 8£ DON£ SECTION ON Tl/IS 51/EfT USTS THE STANDARD SPfCIFICA TIONS AND DRAWINGS
USEO OUR/NG TH£ IMPl?OVO/ENT Pl.AN / GRADING Pl.AN DESIGN. 71/ESr: Pl.ANS HA VE 8£EN PREPARED
IN ACCORDANCE: 111TH Tl/£ CURRENT EDITIONS OF 111£ STANDARD SPECIF/CATIONS ANO ORA WINGS IN
EFFECT ON 711£ DA TE OF 711£ SIGNA 7UR£ BY 711£ ENGINEER OF WORK.
AIR QUALITY NOTES
1. All Cl/AO/NC SHALL 8£ Dav£ IN CO/,fP/JANC£ lt/711 SOAPCtJ ANO CARD
STANOAR[)S AND REQIJ!REJl£NTS ANO DI/ST CON!ROI. STANOAR[)S /N /Fil£ 24
OF !II£ CAIFORN/A AOMINISTRA /TON COO£.
2. WA /ER/NC OF TH£ Cl/AO/NC SITE SHAU TAK£ Pl.AC£ 8£FORE ANO /)/JR/NC
CIIAOINO CK'ERA /IONS TO MINIMIZE OJ/ST GENERA 110N. A WATER 1111/C/( SHALL
8£ REQIJIREO TO 8£ ON SlfE AT All ///,/ES TO 1H£ SA TISFAC/TON OF 1H£
CITY fN(;{NfIR.
WORK TO BE DONE:
Tl/£ GRADING ~RK SI/All CONSIST OF TH£ CONSTRUCTION OF All CUTS AND ALLS.
DRNNAGE: FACIUTl[S, mosroN CONTROL FACIL/TlfS, AND PLANTING OF PERMANENT
LANDSCAPING AND PR£PARA TION OF AS-8UIL T GRADING Pl.ANS. All AS SHOllf'/ OR
RfQUIR£D ON 71115 SET OF Pl.ANS AND Tl/£ CITY STANDARDS. SP£CIFICATIONS,
REQUIR[lolENT5, R£5<XUTIONS ANO ORDINANC£S CIT£0 ON 711ESE Pl.ANS.
11/E GRADING WORK SHALL 8£ PERFORMED IN ACCORDANCE: WITH 7H£ FOI.LO'MNG
OOCUMENT5, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECT£D BY Tl/£ CITY
£NGIN£ER.
I. CARI.S/JAD MUNICIPAL COD£
2. CITY OF CARLSBAO STANDARDS
J. /HIS SET OF PLANS
.f.. R£S<XUTION NO. 5461 AND 5464 DA 7FD SEPTEMBEI? 17, 200J.
5. 711£ STANDARD SPfCIRCA TIONS FOR PU81.JC WORKS CONSTRUCTION (GREEN BOOK)
[21 [2j
◄
RIM=69J.9
Fl.=6910 "®--
PJ I
~
o-----¢
c+-(D --a
----® --w--
-------<@
--s--
AIR CONDITION/NG PADS
SWALE (IX MIN.)
SWALC HIGH POINT 111711 Fl.OW
UN£ El.EVA TION
AR£A DRAIN 111111 RIM ANO P/PE-
Fl.OW UN£ El.EVA TIONS
CUR8 INLfT
STORM DRAIN PIP£
STORM DRAIN eox (Cl..£AN OUT
OR TYP£ 'F" INL£T)
STRfET UGHr
RR£ HYDRANT
WATER LA TERAl
WATER MAIN
· SEI\ER LA T£RAL
· · · SEM£R MAIN
--\r-v-__ 'L __ -------
............ TC»>/TOE SLOPE
SUBDIWSON BOUNDARY
~750--,
_,., ... , ... ., .. , .... -·---·-----,,,-------~----. -... ___ ,
-II--11--
ttt+Htt+l+t+++t++HtH H Ht f H+
1111'11111
---o---<o>----<O>----
•••••••••••
---0----<01-----
--L:::l · ............ .
6" ~ . . . . . . . .. . . . . . . . . . ..
RN/SIi GROUND CON TOURS (P£R
GRADING Pl.ANS)
DAYUGIIT UN£
l?ETAINING WALL TYPE PER Pl.AN
( S£PARA7f: PERMIT REQU/RfO)
:;•-o• HIGH V.000 FDIC£
:;•-o• HIGH V.000 GA TC
5'-()" HIGH 7U8UI.AR 5T££l role£
J~
6'-7' MASONl?Y PILASTERS
.5'-6' MASONl?Y WALL
:;' ft1/0UGHT IRON FfNCC WI/H
JxJ POST ANO 0£CORA Tll'E' CAP
5' ENHANCEO WOOD FENCE:
WOOO FENCE: AT RETAINING WALL
Dl?IVEWAY
STEP TO GARAGE
6. SOILS REPORT AND RECOMM£NOATIONS BY PAC/RC SOILS DAT£0 10/17/97 AND ADDENDUM DAT£0 08/01/01. t"e'· ~-r.\ . . . . . ...... : . 0~:::: FOOTIWG ,~p,
7. 7Hf SAN O/£GO AR£A REGIONAL STANDARD ORA W/1'/GS ANO AS IIA Y 8£ 1100/RED BY 11/E
CITY OF CARI.S/JAO STANDARDS.
a 11/E CARI.SBAD MUNICIPAL WA T£R DISTRICT'S STANDARDS AND SPfCIRCA TIONS
FOi? WA T£R, SfM£R AND REct.Allol£D WATER.
9. 71/f CAUFORNIA D£PARTMENT OF TRANSPORTATION, "MANUAL OF TRAfflC CONTROi.$ FOR
CONSTRUCTION AND MAINT£NANC£ WORK ZONES".
10. THE CAUFORNtA D£PARTMENT OF TRANSPORTATION STANDARD SP£C/FICA TIONS
DOCUMENT NO. 769692.
11. Tl/£ CALIFORNIA DEPARTM£NT OF TRANSPORTATION STANDARD PLAN,
DOCUMENT Na 769691.
12. Tl/£ STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PR£PAR£D BY
PDC DA 1£0 APRIL 2004.
EARTHWORK OUANTTTTES
CUT:
~
IMPORT:
EXPORT:
REMEDIAL:
150 CY
O CY
...... O CY
150 CY
0 CY
NOTf:: 711£ A80V£ QUANTITlfS AR£ FOR
BONDING PURPOSfS ONLY AND SHOULD
NOT 8£ USED FOR FINAL PAY QUANTITl£S.
These As-Built Premoe Grading Plan'" onty represent the
as-built oon,diti9n for pad elevations (lett9r
dated 4/i1l"4-I finish ~00<
al~wtion ([ettar dated .. • A ___J
and drainag, r:. swalt locations (fet1e1
dated t/4/D;, I b_.,-o an
survey field shots taker,"" the oompleOOn of each of these
construction stage,. They do nol: represent tht as-built
conditions for any iJther it:er,s showri on 1hase plaf"IS or'!
i)rivate property (oui:iide of the public nght-of-waV)
PRIVATE CONTRACT
\:YI' ill~ . . . . . . ~oLv ...... .s o.i POPTI (;QGi!E£8.
ISJ . . . . . . . . . . . . . . . . . . . . . . . El.ECTRICAL TRANSFORMER (SOC! 3421)
ABOVE' GROUNO
o:J . . . . . . . . . . . . . . . . . . . . . . . . ELECTRICAL HANOHCU: (SOC£ JJI 2)
llEl.O W GROUNO
QUANTITY UNIT
J
667
11
6
1,500
EA
I.F
EA
EA
EA
0 ....
....... ____ ~ ........ .
---.
®
-H
=··
. El.ECTRICAL/CABII/PHON£ RISERS
. FIBER ROLLS
. J" PVC YARD DRAIN
· GRA TC INL[TS, 4• NOS ATRIUM DRNN
OR APPROVED EQUAL
· SIDEWALK UND£RDRAIN P£R 0-21
· GRA \fl. (Jff 5.9 BAGS
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARO
DRAWINGS UNLESS OTHERWISE INDICATED.
PLANNING D ARTMENT APPROVAL w . ' :. DATE: ~ / t. / fJf
(SI ED)
MICHAEL J. HOLZ:JR, PLANNING DIRECTOR ~w:w~ 1WMA, DATE:«e/Of/(d
(SIGNED) ,\; ~ -1
RECOMMENDED BY: tl1rby/ \}~;
(PRINT NAME)
"AS BUil T"
~Prn/~
EXP. 12-3(-0{J DATE
I "WEo ~-n
~CTOR
/'.]
'
t----te----t------------+---+--+---+----11 SHE1ET I CITY OF CARLSBAD I SHEJETS I ENGINEERING DEPAR™ENT
UNAU11-IORIZEO CHANGES & USES: Tho eng;neer preparing
these pion, will not b9 resporisibls for, or liable 'or, unauthorized
changes to or uses of these plans. All changes ta the pl<Jns must be
in writing and must be approved by the preparer of these pion~.
Colifornlo Council
of Cfvl Engineer•
IMPORT ANT NOTICII PROJECTDFSIGN CONSULTANTS
::=:~-================~~ PREClSE GRADING & EROSION CONTROL PLANS FORI
BRESSI RANCH PLANNING AREA 9
MODEL HOMES (LOTS 270 TO 2721 & Land S'Jrveyocs
Construction contractor agrees that in accordonct with 9enerolly occep+.ed cons+.n.u;tion
proctlce9, construction contractor w1U be required t1> assume sols and complete: responsibility for California Council
job site conditions durin9 lhs course or construction of tt,e project. including SQfety of all persont •
and property, that this requirement shall bt mods, to apply continuously and not bei 1iMited t:, of Cfvl Engneera
normal working hour9. and construction contractor furth« agrees to defend, indemnify and hold & Land Surveyors
cit:, of San Diego harmless from any and all liability, reol or alleged, tn connection with tha
performance of work on this project, exceptin<;a liability arising from the sole ne9liger>ce of city of
Son Diego professional.
T \€ogr\2401\PA9\Plo! P!an\PA9·Mcde!\2407_9_Mp1'0'.owg 05/0J/2004 01 58:<J PM ?CT
Section 4216/4217 of tho Go,emment
Code requires that Q Dig Alert ldentificotion
Number be issued before a
•Permit to Excavata• wiH be vortd.
for your Dig Afert 1.0. Number Cal
Underground Sen,ice Afert
TOLL FREI 1-800-411-4131
Two wontlng dcys bafore yoLI dig
PLANNJNo • ENviRa'iMBNTAL • llNolNBERJNO • SURVBY IGPS
.___..,I 70 l B Slree~ Suite 800, San Diego, CA 92 l O l
619-235-6471 FAX 619-234-0349
BENCH MARK
DESCRIPTION: BRASS DISK IN CONCR£TE IN A STANDARD SURVEY HE!.L ON
CfNTERUNE: OF El. CAMINO REAL
LOCATTON: COUNTY OF SAN DIEGO BENCHMARK OfSIGNATION NO. R1800 288+89 fC
El.EVA TION: J11.407 M.S.L DA 7UM: N.G. V.D. 29 NGINEER OF 'MJRK REVISION DESCRIPTION
DATE INlllAL DA TE INlllAL g~D BJ~: * '
01HER APPROVAL CllY APPROVAL RVWD BY: "· '
PROJECT NO.
CT 02-14 {If)
EXPIRES 12-31-0:! I
....,.~,...l~9,ff,,fi:11-/r-,: -
DRAWING NO.
41J-7C.
I
Ii I •
i
i II j ,
--IIIIIIIH!lll1I
----------------------------·-·~---' J
N
<?~ ~~
V
~~ ~
J --.... ---
I I J
'
?' MAX
I .. -STRIP
12'
I
2' MAX
V .~ y STRIP
15'
,
PASADENA DRIVEWAY
DETAIL ( TYP) N. T.S
FENCE DETAIL
PER LANDSCAPE
PLANS
J' MIN.
NOT TO SCALE
RETAINING WALL
HEIGHT ANO TYPE
SHOWN ON PLANS
PL
~
o..'f-d:: 'AO
1<Y V '
EROSION COmROL NOTES:
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM URBINA AT {760} 715-7712
(ClliULAR) OR KR/SllNE ZORTMAN OF L[NNAR HOMES AT (760) 918-7765.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHAU BE MADE A VAIi.ABLE AT
ALL nMES DURING THE RAINY SEASON. All NECfSSARY MA 1cR/ALS SHALL
BE STOCKPILED ON SITE AT CONVENIENT LOCAllONS TO FACIUTATE RAf'ID
CONSTRUCllON OF TEMPORARY DH1CES 'MIEN RAIN IS IMMINENT.
J. DEVICES SHO'frH ON PLANS SHALL NOT BE MOvf:D OR MODIFIED 'MTHOIJT THE
Af'PROVAL OF THE [NG/NEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE All EROSION CONTROi. DEVICES TO WORKING
OROER TO THE SA nSF ACnON OF THE Ci TY ENGINEER AFTER [ACH RUN-OFF
PRODUCING RAll/r AI.L
5. THE CONTRACTOR SHALL INSTAll ADO/OONAL EROSION CONTROi. MEASURES AS
MAY BE REQU/RfO BY THE CITY ENGINEER DUE TO UNCOIIPLETE() GRADING
OPERA noNS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MA r ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY
PREC'AUllONS TO PREvf:NT PUBUC TRESPASS ONTO AR[AS 'MIERE IMPOUNDED
WA 1cRS CR[A TE A HAZARDOUS CONO/llON.
7. ALL EROSION CONTROi. MEASURES PROV/OED PER THE Af'PROVED GRADING
PLAN SHAU BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PRO£CT PERIMETER MUST DRAIN A WAY FROM THE
FACE OF SLOPE AT THE CONCLUSION (F EACH WORKING DAY.
9. ALL Rfl,/OVABLE PROTECnvf: DEVICES SHO',lf'/ SHAU BE IN Pf.ACE AT THE ENO
OF EACH WORKING DAY 'MIEN THE f71£ (5) DAY RAIN PROBAB/UTY FORECAST
EXCEED FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL Bf REMOvf:0
AFTER [ACH RAINFALL
,a All GRA VEI. BAGS SHALL BE BURtAP TYPE 'Mn-I J/4 INCH MINIMUM AGGR[GA TE.
11. SHOULD GERM/NAllON if HYDROSEfOED SI.OPfS FAH.. TO PROV/OE fFFfClll.£
C0vf:RAG£ OF GRADED SI.OPES (90.f COvf:RAGf) PRIOR TO NOVEMBER 15, THE
SLOPfS SHALL BE STABIUZED BY PUNCHED STRAW INSTAlLEO IN ACCORDANCE
'Mnl SECllOM J5.02J Of THE EROSION ANO SEDIMENT CONTROi. HANDBOOK Of
THE DEPARTMENT Of CONSERVA llON, STA TE Of CALIFORNIA.
TEMPORARY EROSION COmROL
PLANTING AND IRRIGATION NOTES:
TEtNORARY EROSION CONTROL
PLANTING AND IRRIGA 110N NOTES: (CONT)
2. TYPf I MULCH APPU{]) AT THE RA TE Of NO LESS THAN 2000 lbs PER
ACRE. TYPE 6 MutCH (STRAW) MAY BE suasnTUTEO, ALL OR PART, FOR
HYDRALH..ICALLY APPLIED f7BER MATERIAL WHEN STRAW IS USfO IT MUST
BE ANCHORED TO THf SLOP[ BY MfCHANICALL Y PUNCHING NO LE:sS
nlAN 50,f OF TH[ STRAW INTO THE SOIL
J. FERTILIZER CONSISTING Of AMMONIUM PHOSPHATE SULFA Tr, 16-20-0,
l+ITH 15.f SULFUR Af'PLIED AT THE RATE Of 500 lb .• PER ACRE.
D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSfEOING BY:
,. ROUGHENING n-lE SURFACE TO BE PLANTED BY ANY OR A COMB/NA noN OF:
a. TRACK WALKING SLOPfS STW'ER n-lAN 6: 1
b. HARROl+ING ARfAS 6: 1 OR Fl.A TTER THAT ARE sumCl[NTI. Y FRIABLE.
c. RIPPING ARfAS THAT 117LL NOT BREAK UP USING ITEMS a OR b ABO\£.
2. CONOlnONING nlE SOILS SO nlAT IT IS SUITABLE FOR PLANllNG BY:
a. AOJUSllNG TH[ SURF ACE son.. MOISTURE TO PROV/OE A DAMP
BUT NOT SATURATED SfEO BED.
b. n-lE ADO/llON Of SOil AM[NOMENTS, PH AOJUSTM[NT, L[ACH/NG
OR COVERING SAUNE SOILS TO PROVIDED VIABLE CONO/nONS
FOR GROWTH.
FORMED SURFAC!
FF
E. HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROV/OE A VIGOROUS GROWnl
UNTIL THE PR0£CT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS 'MIERE
HYDROSSED/NG IS THE PERMAN[NT LANDSCAPING, UNlll THE PRO£CT IS
EXTRA DEPTH FOOTING
COMPLETED ANO All BONDS RfLEASEO. NO SCALE
i-----60'----~1 L MIN. IX SWALE
-t'L~--tr-
8
10' MIN.
10X LOT l+IOTH
(5' MIN.)•
------1'>---EREARYARD (r
!
!
! •5' MIN.
A
SETBACK
20.f LOT
W107H
10.f LOT WID7H
(5' MIN.}•
RET. WALL
SEE OET. •,4•
(TYP.)
A
_J
FINISH
GRADC
~"'"'~~::;,;,;c;:;...:::B'ACKnt.L ===================~ I i_:_1=-=.===11 ~i~ 1'l '
----------------si:.0/VISION BOU~O:Y~ ------------------------FF
BU/LO/NG
FOOllNG
PLAN
KEY MAP LEGEND
PROJECT BOUNOARY
LOT LINE [ = =~ SHEET NO.
271 LOT NUMBER
MAINTENANCE/STORAGE: NOTE:
CONTRACTOR TO PROV/0£ MAINTfNANC£/STORAG£
ANO CDNCI/ETC WASHOIIT AREA Pt.AN TO TH£ CITY
OF CA/llSBAO PR/OH TO START OF CONSTRIJCT/ON.
KEY MAP
SCALE: 1• =10/J'
LOT SUMMARY
LOT ASSESSOR SITE PLAN BACKFlOW FOUNDATION
NUMBER PARCEL/ ADDRESS TYPE PREVENTOR CATEGORY
REQUIRED
270 21J-160-08-00 6J 79 HUN TING TON ORI VE 2AR YES *
271 21J-160-09-00 6J8J HUN TING TON DR/ VE 3CR YES *
272 213-160-10-00 6387 HUN TING TON DRIVE 18R YES *
* SEE FOUND A noN DESIGN RECOMMEND A noNS ON SD/LS REPORT NAMED • INTfR/11 AS-GRADED
RfPORT OF ROUGH ANO FINE GRADING,MODEI. Lor CO#.IPl.£XfS ANO PHASE 1 PROOUCOON LOTS '
PER LEIGHTON AND ASSOC/A If~ INC. DA lfD APRIL 27th, 2004.
60'
. . . . . . ' . ~-.
J" PVC YARD DRAIN AT
CL OF SWALE UNLESS
07HERWISE SPECIFIED.
Fl. flfV PfR PLAN
I
PAO aEV I
0.5' MIN
DETAIL: RETAINING WALLS
NO SCALE
ARCHITECTURAL
POPOUT (VARlfS)
FOIJNOA llON LINE
0 FACE OF GARAGE
PROPERTY LINE
GARAGE
TYPICAL POPOUT DETAIL
12' MIN . 7 _J
0.5' ACCESS
STRIP
4• NON-CONnGUOUS
P. C. C. SIDfWAU<
6" TYPE "G" CURB
ct GUT/fff (TYP.)
R/W 60' R/W
30' 30'
IJ' 17' 17' IJ'
5' 10' 10' 5' 0.5' ACCESS f-"-++..-i.-,~,+~TR=A~\,fl.'=--+-~TR~'A~\,fi=---1---'---f..=...\lf-t-....,,_~ STRffe
STRUCTURAL SECllON
I TO BE DETERMINED
BY SOILS ENGINEER
(MIN. SfCllON 4• AC
OV[R 6" AB)
STREET LIGHT
AS SHOWN ON
PLANS (TYP.)
--
' RrARYARD
SETBACK 20.f LOT --r-WIDTH
I
L-
~ 1R 3R -2R -
-~
10X LOT morn--"4----__J (II' MIN.} L-
~
~
I I 1'l ~ L, 1'l
~ 18' J.6~ 7' <:)~~ 12' .. R.O.W. -
10' MIN. I SIDfWALK
' HOUSE SETBACK 8' !.ii#. . -···-\i CURB .k GUT/fff
PORCH SETBACK • = R 5 (TYP.)
PA-9 :TYPICAL LOT AND SE1BACK REQUIREMENTS
ALL PfRMAN[NT ANO TEMPORARY EROSION CONTROi. PLANllNG ANO
IRRIGA llON SHALL BE INSTALL{]) ANO MAINTAINED AS REQUIRED IN
SECllON 212 OF THE STANDARD SPECIFICATIONS ANO THE FOI.LO'MNG:
A. HYDROSEEOING SHALL BE Af'PUEO TO:
1. All SLOP[S nlAT ARE GRAD{]) 6:1 {HORIZONTAL TO VERnCAL)
Off STEEPER f\HEN THEY ARE:
a. nlREE FEET OR MOR[ IN HEIGHT ANO ADJACENT TO A PUBUC
WALL OR STREET.
b. ALL SI.OPES 4 FEET OR MORE IN IIEIGHr.
2. AREAS GRADED Fl.A TTER THAN 6: t Wt/EN ANY OF THE
FOI.LO'MNG CONO/llONS EXIST:
a. NOT SCHfOULEO FOR IMPROVEMENTS{CONSTRUCllON OR
GENERAL LANDSCAf'ING) 'MTHIN 60 DAYS OF ROUGH
GRADING
b. /OENllf7EO BY THE PARKS ANO RECREA noN DIRECTOR AS
HIGHLY VISIBLE TO nl[ PUBUC.
c. HA 1£ ANY SPECIAL CONO/llON /D[Nllf7ED BY THE CITY
ENGINEER nlAT WARRANTS IMMEOIA TE TRfA TMENT.
B. HYDROSffOfD ARfAS SHALL BE IRRIGA TEI) IN ACCORDANCE 'Mnl
nlf FOi.LOWiNG CRITERIA:
I. ALL SLOPfS nlAT ARE GRADED 6: t OR STEfPER ANO THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHAU Bf /RR/GA TEO BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONV[NnONAL
SYST[l,I OF LOW PRECIPITA noN SPRINKLER H[ADS PROVIDING
100.f C0vf:RAG£.
b. CREA TER nlAN 8 FEET IN HEIGHT SHALL BE WA 1cREO BY A
CONvf:NllONAL SYST[l,I OF LOW PREC/PITA llON SPRINKLER HrAOS
PROVIDING 100.f C0vf:RAG£
PA
2. AR[AS SI.OPfD LESS THAN 5: I SHALL Bf /RR/GA lfD AS APPROVED
CITY ENGINEER, PRIOR TO HYDROSEfO/NG. THE OEVEI.OPER SHALL
SUBMIT A PROPOSED SCHEI,/[ TO PROV/OE /RR/GA nON TO TH[ CITY
[NG/NEER. 7HE PROPOSAL SHALL BE SPEClf7C RfGARDING THE NUMBER
TYPES .t COSTS OF nlE fLEMENTS OF TH[ PROPOSED SYSTEM.
~
J. /RR/GA noN SHALL MAINTAIN TH[ MOISTURE LEVEi. OF THE SON. AT THE
OPllMU/1 LEVEi. FOR THE GROWnl OF THE HYDROSEfOED GROWnl.
C. HYDROSEfOING MIX SHALL CONSIST Of All OF THE FOi.LOWiNG:
1. SffD MIX SHALL CONSIST Of NO LESS THAN:
a. 20 lb._ PER ACRE Of ROSE CI.Ovf:R
b. 20 lb._ PfR ACRE Of ZORRO FESCUE
c. J lb._ PER ACRE OF E SCHOOL CIA CAUFORNIA
d. 4 lb!. PER ACRE OF ACH/LL[A MILLEFOI.JA
R.O.W. ~=..,===j=::~;;;;;2 :-'.FIBER ROI.LS ALON<J_ 8' MIN. -1 1 '\l. RIGHT OF WAY (20'±)-_
PORCH SETBACK CURB ct GUTTER I ··,
8 -•--' ----ff=5' (TYP.)
STREfT SI.OPE
PLANNING AREA 9 MODEL HOMES
TYPICAL Lor DRAINAGE AND EROSION CONTROL. N. T.S.
ft
F.F.
S/OEYARD FENCf
PAD ,, /
ETAINING WALL
DEEPENED ;oon:7} PR;~:.;,.,l:l~
IF NEEDED DISTANCE J TO BLDG
NOTE: DEEPENED FOOllNG SHALL EXTEND I' MINIMUM
BELOW LO'M:ST ADJACENT flO'MINE ELEVA noN
DETAIL 'A'
NO SCALE
r-PROPERTY LINE
{
ir u-
, IJ' PARKWAY L TRNJSITIQfl rt; '
o/, " ,,S/OEWAU< J4JI MAX -
F.f.
ll
SW,LE I
5' 'MIN.
11 MIN.
SECTION A•A
NO SCALE
GARAGE .> M , & i'.\ ~#
10' MIN.
02X
SWALE'
f
e. J lb!. PER ACRE OF AL YSSUM (C'ARPET OF SNOW)
f. 1/2 lb. PER ACRE OF 0/MORPHOI.ECA STREET 1 .E.. I~ u
g. ITEMS c,d.e. ANO f Of THIS SUBSECllON MAY 8[ OMITTED ON
L<XA noNS 'MIERE nlE AR!:A BEING HYDROSEEOEO IS NOT VISIBLE
FROM ElnlER A PUBLIC STRffT Off RfSID[NnAL STRUCTURES.
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AND AGRICULTURE C£Rllf7CATION TAG ATTACHED TO, OR PRINTED OM
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BENCH MARK
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CENlfRUNE Of a CAMINO RfAL
LOCAnoN: COUNTY OF SAN DIEGO B[NCHMARK OESIGNAllONNO,_R18QO 2lJ8+89_EC
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701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
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EXPIRES 03-31-06 BY: REv1E~ REv1E~
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LOCATION:COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC
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