HomeMy WebLinkAboutDWG 413-2D; CT 02-14; BRESSI RANCH PLANNING AREA 12 UNIT 6; 01-10GRADING NOTES:
(IN ADDlnON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE:.)
GRADING NOTES (cont)
29. THE OWNE:R/APPUCANT SHALL INSURE Tl/AT ALL CONTRACTORS SHALL COOROINA TE THE WORK OF
THfS! GRADING Pl.ANS 111TH THAT SHOWN ON 80 TH TI/E LANDSCAPE: ANO !RR/GA TION Pl.ANS ANO THE CARLSBAD TRACT NO. CT-02-14
RESI DEN Tl AL
POINT-PA 12
I. THIS Pl.AN SUPfJISE0£S ALL OIHE:R Pl.ANS PREVIOUS/. Y APPROVE:O BY /HE: CITY
OF CARLSBAO RE:GARD!NG GRADING SHOWN ON /HIS SET OF Pl.ANS.
2. APPROVAL OF /HIS PLAN 00£5 NOT LE:SSEN OR WAIi£ ANY PORllON OF THE:
CARLSBAD MUNICIPAL COO(, RE:SOLUllON OF CONDlllONAL APPROVAL, CITY
STANOAROS OR OT/le? AOO/llONAL OOCUMEN TS USTE:O 1/EJIHJN AS THE:Y MAY
PE:RTAIN TO THIS PRO.£CT. Tl/£ ENGINEER IN RESPONS/81.£ CHARGE SHALL
RE:VISE THESE Pl.ANS WHEN NON-CONFORMANCE IS 0/SCOVE:REO.
IMPROVfMENT Pl.ANS AS RfQUIRE:0 F"OR Tl/IS WORK IN ACCORDANCE: 1111H THE: LANDSCAPE: MANUAL ffM£ RfQUIRFJ.lfNTS.
Ja STORM DRAIN P/Pf SHALL 8€ REINFORCED CONCRE:TE PIP( 1111H A MINIMUM D-LOAD OF 1,J50 OR ASBfSTOS CEMfNT PIPE: 1111H A MINIMUM D-LOAD
OF 2,000. F"OR PRIVATE STORM DRAINS. PIPES UP TO 1:;• PVC MAY BE UTILIZE:0 PROVIDED DfP1H IS LESS THAN 1' FFET AND BACKFILLE:D 111TH
J/4" ROCK PEJI SDRSO S-4 T'IPf "C" AND PIPE: MITTS AS/IJ STANDARD JOJ4 FOR SOR J5 SOI.JD WALL PIPE.
BRESSI RANCH LEGEND
[Em
(337)
! PE J05.ot
!FF 305.7!
! GFF" 305.2!
. Pl.AN NUMBER (R=RE~RSE)
. LOT NUMBER
.l CITY APPROVAL OF Pl.ANS DOCS NOT 11£1.JEV! Tl/£ DE:VEI.OPfR OR EJIGINITR-OF-
WORK FRO/I RESPONSIB/1.JTY F"OR Tl/( CORRECllON OF EJIRORS ANO OMISSIONS
OISCOVE:REO DURING CONSlRUCllON. ALL Pl.AN REVISIONS SHALL 8€ PROMPT!. Y
SUBMITTED TD Tl/£ CITY EJIGINE:E/1 F"OR APPROVAL.
31. WHEJIE AN Di/STING P/Pf LIN( IS TO 8€ ABANDONED AS A RE:SUL T OF TH( GRADING OPE:RA noN, IT SHALL 8£ Rfl.lOVE:D IIITI-/IN TW£1'/TY FFE:T OF
BUILDING OR STRffT ARf"AS AND RfPf..ACEO I-IITH PRCX'E:RL Y COMPACTW SOILS. IN OIHER ARfAS. TH( PIPE: WILL 8£ PLUGGED I-IITH CONCRfJf" OR
Rfl.lOVE:0 AS APPROVE:O BY THE: CITY ENGINE:EJI.
J2. Tl-/£ CONTRACTOR SHALL 1/fRIFY 7lfE: LOCA nON OF ALL D</SllNG FAC/UllfS (ABOVE GROUND ANO UNOfJI GROUND) IIITHIN THE PROJECT SITE sumClfNTt y
AHEAD OF GRADING TO PEJIMIT 111£ REVISION OF 111£ GRADING Pl.ANS IF IT IS FOUNO THAT THE AC1UAL LOCA llONS ARE IN CONFUCT 1111H 111£ PROPOSED WORK. (LOTS
PRIMROSE
444-448, 425-426 & 453-515) . PAO EI.EV.-lnON
. . . FIii/SH FLOOR El.EVA TIOII
. GARAGE FLOOR EI.EVAllON 4. A RIGHT-OF-WAY PE:RMIT FRO/J THE CITY ENGINEIR IIILL 8£ RE:QUIRE:O F"OR ANY
WORK Ill THE PUBI.IC RIGHT OF WAY. PRIOR TO PE:RMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST 8€ fllfD NAMING TH£ CITY OF CARLSBAD AS
AN AODlllONAL INSURED OIi Tl/£ PEJIM!mE'S POI.ICY IN THE MINIMUM AMOUNT
OF $1,000,000. 00 F"OR £A.CH OCCURRENCE: OF UAB/UTY. 1H£ INSURANCE:
COMPANY 111?/nNG TH£ POI.ICY MUST HAI£ A RAllNG OF "A" ANO A SIZE
CA TE:GORY OF Ct.ASS V AS E:STABUSHfO 11Y "BESTS" KEY RA llNG GU/0£.
.5. UNl.fSS EXfMPTE:O BY SECTION 301.(b)5 OF Tl/£ UN/FOR/I BUILDING CODE;
RETAINING WALLS OUTSIDE OF PUBllt RIGHT OF WAY R£QUIR£ Sf:PARA TE
PEJIMIT$ FT/OIi TH£ BUILDING DfPARTl./£NT.
6. NO WORK SHALL COMMENCE: UNTIL ALL PfJIMIT$ HA 1£ BEEN OBTAINED FRO/J THE
CITY ANO OTHE:R APPROPRIA T£ AG£NCIES.
7. APPROVAL OF /HES! Pl.ANS BY 111£ CITY ENGINEER DOfS NOT AUIHORIZ! ANY
WORK OR GRADING TO 8£ PEJIFORMfO UNTIL TH( PROPE:RTY O'MIER'S PERMISSION
HAS /Jf£N Ol1TA/Nf0 ANO .4 VALID GRADING PfRMIT HAS BEEN ISS/JfO.
8. NO REVISIONS IIILL 8€ MAD! TO TH£S£ Pl.ANS 1111HOUT Tl/£ WRITTEN APPROVAL
OF 111£ CITY [NG/NEER, NOTE:D 1111HIII THE: RE:VISIOII BLOCK, ON Tl/£
APPROPRIA T£ SHfET OF 1H( Pl.ANS AND THE TITI.€ SHffT.
9. ORIGINAL DRAWINGS SHALL BE:COM( 111£ PROPERTY OF 111£ CITY UPON 8£/NG
SIGNfO BY 1HE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL 8£ Rf"VIS£D TO Rff1.£CT AS-BUILT COIIDlllONS BY TH(
f"NGINfER-OF-WORK PRIOR TO FINAL ACCE:PTANC! OF THE: WORK BY Tl/£ CITY.
If. ACCESS FOR FIR( ANO OTI-IER fl.lEJIGENCY 1/fH/QES SHALL 8£ MA/NTA/NfO TO
Tl/€ PRO.£CT SITF: AT ALL TIMES DURING CONSTRUCllON.
12. WHEJ/€ TRENCHfS AR€ IIITH/11 CITY EASEMENT5, A SOILS REPORT COi.iPR/SEO
OF: (A) SUMMARY 51/ffr, (8) LABORATORY WORK SHEE:TS ANO (c) COMPACllON
CURl/fS, SHALL 8€ SUBMITTE:O BY A PROF£SSIONAL ENGINEEJI OF fl-If STA Tr OF
CAUF"ORN/A, PRINCIPALLY DOING BUSINESS IN THE FIEI.O OF APPUED SOILS
MfCHANICS. 111£ SOILS REPORT 1111.L 8£ SUBMITTE:O TO 111£ CITY [NG/NfER/NG
INSPECTOR 111111/N TWO (2) WflRKING DAYS OF Tl/£ COMPl.fllON OF Flfl.O TfSTS.
1.1 A S0/1.S COMPACTION RfPORT ANO COMPLIANCE: V£R/F/CATION RfGAROING
ADH£RENC£ TO RfCOMMENDA TIONS OUTt/NE:D IN Tl/£ SOILS REPORT IS RE:QUIRfO
PRIOR TO THE ISSUANCE: OF A BU/LO/NG P£RMIT. ALL CONTROLLfO GRADING
SHALL BE: DONE: UNDER Tl/£ D/RfCllON OF A PROFESSIONAL E:NG/NfER OF THE
STA TE OF CAUFORNIA PR/NC/PALLY DOING 8LISINESS IN TH( Flfl.O OF APPLIED
SOILS ME:CHANICS. ALL F1LL OR FUnJR£ FILL ARtAS SHALL 8£ CONSTRUCTE:O IN
ACCORDANCE: 1111H TH( CITY OF CARLSBAD Sl"ANOARO SPECIF/CATIONS ANO THE
• E:ARTHWORK SPfC/FICA TIONS • A TTACHfO TO THE: PREI.IMINARY SOILS
INVfSTICAllON. DAILY FIEI.O COMPACllOII REPORTS 1111.L BE SUBMITTE:0 TO 111£ PRO.£CT /NSPfCTOR.
14. A PBfCONSTl?IJCTION /rlffUNQ SI/All BF; HAQ AT THE S/"IE PRIOR TQ Ui!
BEGINNING Of MQRK AND SHAii Bf A UENQED BY A/ t 8EfflESEN TA U'<fS
RfSPONSl81.L FOR CONSTRUCTION INSPECTION. SUP[RVISION. TE:STING ANO ALL
CON IHACTDH SHAI.L SCHEDULE: Tl/£ MffnNG
TI-/ROUGII 111£ PE:RMIT CL.ERi( 760-4J8-J89t) AT LEAST FIi£ (5)
WORKING D.-1 YS PRIOR TO STARllNG CONSTRUCllON. APPROVED DRAWINGS
MUST 8€ AVAILABI.£ PRIOR TO SCI/ED/JUNG. Tl/£ GRADING PERMIT lllt.L 11£ PROVIDE:0
BY Tl/£ PRO.CCT INSPECTOR AT THE MffllNG.
1'-All INSPfCTIQtl BfQllfST$ Qlliffl 11-IAN FOB EBfCONSTRUCTION MFETWG fll/L Br
MADE BY CAI IING WE ENG/WRING 24=/iQ(IR /NSf'fCVQN ffQUfST l{Nf AT
(76Q) fJB-3891. INSPfCTION REOUfSTS MUST BF; RECEIVEIJ PR/OR TO 2: 00 P,M.
ON 1HE DAY BEFORE Tl/£ INSPECTION IS NEEDED. INSPECTIONS WILL 8€ MADE:
111£ ND<T lt(}RK DAY UNLESS YOU RE:QUEST DT/le?IIISE:. REQUE:STS MAD£ AF7rR
2: 00 P.M. lllt.L BE: SCHEDLll.£0 FOR TWO (2) 11JLL WORK DAYS LA TEii.
18. THE OWNE:R AND/OR APPUCANT Tl/ROUGH 7lfE: Df\l[/.OPfR AND/OR CONTRACTOR
SHALL DfSJGN, CONSTRUCT ANO MAINTAIN ALL SAFE:TY OfVICE"S, INCLUDING
SHORING, ANO SHALL 8€ SOlfl Y RESPONS18l£ F"OR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFfTY ANO HfAL1H STANDARDS. LAl!S ANO REGU/..AllONS.
t 7. Tl/£ CONTRACTOR SHALL CONFORM TO LABOR COO£ SECllON 8105 BY SUBM!mNG
A DETAIL PLAN TO Tl/£ CITY ENG/Nf£R ANO/OR CONCERNEO AG£NCY SHOW/NC
TH( DE:SIGN OF SHORING, BRACING SI.OPING OR OTI/E:R PROVISIONS TO 8£ MADE:
OF WORKER PROTE:Cnoll FllOI.I THE HAZARD OF CAVING GROUND DURING Tl/€
E:XCAVA TIOII OF SUCH TRcNCH OR TRE:NCHE:S OR DURING Tl/£ PIPE /NSTALLA llOII
1HfJl£/N. THIS PLAN MUST 8€ PRfPARE:0 FOR ALL TRfNCl/fS FIi£ FFET (5') OR
MORE IN OfP1H AND APPROVE:0 BY THE CITY ENG/NEEJI ANO/OR CONCERNED
AG£NCY PRIOR TO E:XCA VA TION. IF TI/C pf.AN VARlfS fflQII Ui! SI/QR/NG SYSTf/1
STANDARDS fSTABLJSHfO BY Tl/£ CONSTRUCTION SAFETY ORQ[RS. lln,£ 8
CALIFORNIA ADMINISTRA nv,: COOC THE Pf.AN SHALL BE PRfPAREO BY A
REGISTffiflJ ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF IHE OSH.-1
EXCAVA TIOII PfJIM/T MUST 8£ SUBM/TTE:O TO THE INSPECTOR PRIOR TO
E:XCA VA llON.
18. NO 81.ASTING SHA/.L 8€ PEJIFORMEO UNTIL A VALIO 81.ASffNG PERMIT HAS BEEN
OBTAINED FT/OIi THE CITY OF CARt.SBAO. SUBMIT APPL/CA noN FOR Bl.AST/NG
PEJIMIT WEI.L IN AOVANC£ OF Tl/£ SCIIEJ)ULJNG OF BLASllNG OPfJIAllONS.
19. IF ANY ARCHAE:OCOGICAL RESOURCES AR£ 0/SCO',£//ED 'MTI/IN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS 1!11.L CEASE IMMEDIA IE!. Y, AND 1H£
PE:RMIT1ff 1111.L NOllFY 111£ CITY ENG/NffR. OPfRA llONS 1!11.L NOT RESTART
UNTIL Tl/£ PEJIMIT1ff HAS RfCEIVE:D WRITTEN AU/HOR/TY FRO/I 7lfE: CITY
ENGINEEJI TO 00 SO.
2(1 ALL OPERA llONS CONDUCTED ON Tl/£ SITE OR ADJACENT THEJIE:TO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARnJRE OR OPE:RA TION OF TRUCKS,
lAIHHMQVING EQIJJPME:llr, ~TRUCTION EQIJ/PMfNT N/0 NIY 071-1'1? AS'JOC/A TEO
GRADING fQUIPMfNT SHALL 8€ LIMITED TO 711£ PE:R/00 8£T'laN 1: 00 .-1.M. ANO
SUNSET E:ACH DA 'I; MONDAY THRIJ FRIDAY ANO NO EAR THMDVING OR GRADING
OPE:RATIONS SHALL Bf CONDUCTE:D ON 11£fKfNDS OR HOLIDAYS. (A UST OF CITY
110/.JOAYS IS AVAILABI.£ .-IT TH( £NG/NEERING DEPARTMENT COUNTfR.)
21. All Of[-SrrE HAIA, ROUTES SHWi Bl SUBMJT[[IJ BY 11-IE CQNU1ACTQR TO TIii/' CITY
ENG/NfER FOR APPROVAL 7llO 7LFULL WORKING DA )'S PR/Ofl ro BEGINNING OF WORK.
22. IMPOifJ MA TE:RIAL SHALL 8£ OBTA/NEO FROM, ANO WASTF: MA Tlll/AL SHALL 8£
DfJ'OSITE:0 AT. A SllE: APPROVE:0 BY Tl/£ CITY ENG/NfEJI. THE CONTRACTOR
SHALl BE RESPONSIBLE: F"OR ANY DEBRIS OR DAMAGE OCCURRING ALONG rnE HAUL
ROUTE:S OR AOJAC£NT STRITTS AS A RE:SULT OF TH( GRADING OPE:RA noll.
2.1 BRUSH SHALL BE REMOVE:0 ONt. Y 'MTIIIN Tl/( ARtA TO B£ GRADfO. NO TRf£S AR£
TO 8( RfMOVE:0 UNLfSS SPfCIFICALL Y NOTE:0 ON TH( Pl.AN.
24. ALL ARE:AS SHALL Bf GRADEO TO DRAIN. GRADING RESI.Jt. ffNC IN Tl/£ PONDING OF
J.l THE CONTRACTOR SHALL NOTIFY AFFECTfO IJTH.JTY COMPAN!fS (SfE BEi.OW) AT LtAST ™1 (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TI//JR
F"AC/1.JllES AND SHALL COORDINATE THE WORK 1111H A COMPANY REPR£SEJITAllVE:.
UNDERGROUND SEJIVICE: ALfRT l-800-422-41JJ CITY OF CARt.SBAO (STREETS & STORM DRAIN)
SOC&( 1-800-660-7J4J CITY OF CARLSBAD (SEl\£R,WA7fR .t RECLA/MEO WATfR) sac 1-BOO-B92-012J
ADE:LP/llA CABLE: COMMUN/CA llONS (760) 438-7741
COX COMMUN/CA nONS (760) ~-9809
J4. PERMIT COMPIJANCE: RfQU/RfMENTS:
(760) 434-2980
(760) 438-2722
,1, FOR CONTROi.LED GRADING-1H£ APPLICANT HIRE:S A CIVIL fNGIN££R, SOILS ENG/NfER, AND/OR GEOLOGIST TO GIi£ TE:CHNICAL ADVICE, 08SfRI£ AND
CONTRa. THE WORK IN PROGRESS {1~.18.120A.8./ CARLSBAD MUNICIPAL COD£.
8. PRIOR TO FINAL APPROVAL OF A GRADING PEJIMIT-111£ FOLLOIIING REPORTS MUST BE SUBMITTE:D TO Tl/£ CITY [NG/NfEJI VIA Tl/€ PRO.£CT INSPECTOR
{1.5.18.120A.10/ CARLSBAD MUNICIPAL COO£:
(1) FINAL RfPORT BY SUPEJIVIS/NG GRADING E:NG/NfER STA nNG AU GRADING IS COMPI.ETE:. ALL EROSION CONTROi. SI.OPE PI.ANllNG ANO /RR/GA noN
AR£ INSTALLED IN CONFORMANCE: tllTH CITY CODE AND 71/E APPROVfO Pl.ANS (OBTAIN SAMPLE OF COMPI.IANCE LETTE:R FT/OM CITY ENGINEER OfPARn.lENT).
(2) AS-BUii. T GRADING PUN.
(J) REPORT FT/OM 1H£ SOILS ENGINEER, WHICH INCI.UO£S RECOMMENDEO SOIL BEARING CAPAClllfS, A STA TEJ.lcNT AS TO TH( fXPANSIVE: QUAUTY OF 1HE
SOit. ANO SUMMARIE:S OF F1EI.O ANO LABORATORY TE:STS. TH£ REPORT SHALL ALSO INCLUDE: A STATEMENT BY TH£ SOILS fNGINEER Tl/AT THE: GRADING
WAS DON£ IN ACCORDANCE 1111H TH( REQUIREMENTS ANO RECOMME:NDA noNS OU7UNfD IN TH£ PRf/.lMINARY SOILS RfPORT ANO ANY SUPPLEMfNTS TIIERfJO.
(4) REPORT 1111H AS-BUILT GEOLOGIC Pl.AN, IF REQUIRED BY THE CITY.
35. UNLfSS A GRADING PERMIT FOR THIS PRO.£CT IS ISSUED I-IITHIN ONE (I) Y!AR AF7rR 111£ CITY [NG/NEE:R'S APPROVAL. Tl/ES£ Pl.ANS MAY 8£ REQUIRED TO Bf
RfSUBMITTE:O FOR PLANCHE:CK. PI.ANCH[CK FITS IIIU. BE R[QUIRfO rok ANY SUCH R(CHECK.
36. TI/E SOILS REPORT 45 <',/!Ap,;:p OF RO\/<!,~ Aih FINr G.IIAl11rl1', to-r-1-S1S. P6-10, All 1.a,
05-11 ANJ) 05 -:,s, 13REs~, F!Atlc~, CA~ l-513AD -rf!ACT 111,. 00-06, .DArrJ) Aliif.U!:, T /loo 1
ALL GRAQ/ftG SHALL 8£ DON£ IN ACCORDANCE 111711 Tl/£ RfCOMMfNDA TIONS
ANQ SPfCIFICATIONS CONTAINED IN SAID SOILS REPORr.
'DECLARA 110N OF RESPONSIBLE CHARGE'
I 1/fRfBY DE:CI.ARf THAT I All TH( ENG/NfER OF WORK F"OR Tl/IS PRO.£CT, "Tl/A T I HA VE:
fXEJ/C/SfD RfSPONS/81.€ CHARGE 0',£/1 THE DfSIGN OF TH£ PRO.£CT AS DfF/NfO IN SECTION
670J OF Tl/( BUS/NfSS AND PROITSSIONS COD(. ANO Tl/AT THE DESIGN IS CONSISTE:NT IIITI-/
CURRENT STANDARDS.
I UNDfRSTANO THAT TH£ CHfCK OF PRO.£CT ORA 'MNGS AND SPfCIFICA TIONS BY Tl/£ CITY OF
CARLSBAD IS CONFINEDTO A REVl[W ONt.Y ANO DOE:$ NOT REI.JEI£ MF:, AS ENGINEER OF WORK,
OF MY RfSPONSIBl.!TlfS F"OR PROJECT DESIGN.
flRM: ___ P_R_O_J£_C_T_DE_SI_GN::..c.....:.CO..:.N __ SU:...c....:L_TA __ N_TS_:__ ___ _
ADDRESS: __ 7~0~t~8=-=S~1R~E~E~T,'-"'SU~l~TE:'--"-8~00=-------
C/TY, STA TE:: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 23,-6471
R.C.E:. NO. _..:.4=.29:..:5:..:.1 ___________ _
RE:GIS1RATION E:XPIRATION DATE": OJ-Jt-06 ___:.=_.::..;_...:..:_ ___ _
SOILS ENGINEER'S CEFmFICA TE
DA TES OF __y Q.' , 20 co AND ~t.,..._
~
•
i.:f
PROJECT
SITE
VIC/NffY MAP
NOT TO SCALE
SHEET INDEX
SHffT 1 ............. .
SHEET 2. . . . . . . . . . . ..
SHEETS J-9 ......... .
SHffT 10 , ......... .
. T/11.E SHEET
. KEY MAP, OfTA/lS. SPECIAL NOTfS
. PLAN VIEW
. LOT SUMMARY TABLES
SOURCE OF TOPOGRAPHY
/, IJ,l:-. t).Ol,.,...,._ fo,. Le..:JJ.,._ A REG/STE:REO CIVIL ENGINEER c)
THE STA Tr OF CALIFORNIA, PRINC/PALTfoomeuSINE:SS IN 111E FIELJ) OF APPLIED SOIL
MECHANICS, HEREBY CERllFY 1HAT A SAMPUNC ANO S7UDY OF 1Hf SOIL COND!noNS
PREVALE:NT 1111H/N~, 57Tr •!','AS MADE BY M£ DR UNDER MY OIRECJIO/'J 1)£TY,ITN Tl-/£
20P!/., 00 (2) ETF: COPIES OF THE SOILS REPORT COMPILED F"ROIJ 111/S S7VDY, Wini MY RECOMMENDAnoNS. HAS BEEN SUBMITTE:O TO Tl-IE OFFICE: Of 111E CITY £NCINf£R. TOPOGRAPHY SHOWN OIi 1HESE PLANS WAS GENERATED BY PHOTOGRAMMfTRY
. :,-,----~Mf1HOOS FT/0/J INFORMATION GA1HEREO OIi MAY 11. 1998 BY
, / ~ II. 4/ / , ~ ~ t>o~I ('~ SAN-LO AfRIAL SURl/fYS AND FT/OM MASS GRADING CONTOURS PER Dlt\'.1. NO. 400-BA.
o -~w=..!.~~==~rL.IL.<AL!l.-==------d);.4"' f.~'Y.'1-,~ 0. ~~1 SIGN£,: WILUAM DAVID a.SON DAT£: , • zq :f ~o. 4.~'8/'~it. \)TOPOGRAPHY SHOWN HEREON CONFORMS TD NAllONAL MAP ACCURACY STANDARDS.
R.C.£. NO.: 4528J UCENSE EXPIRATION DAT£: og/JOJ ~ ,_ ~7.~-If, BASIS OF BEARING
~ ,.. f}
0 1JJA1c: 'S CERTJFIC.•ATC ~ c;v11. ~ ,/======== ,nw;;;R f1 I~: '1' or ·c-:-l-;fC:.~~ )Hf BASIS OF BEARING F"OR 111/S SURVfY IS Tl-IE CALIFORNIA COORDINA Tr
A~ SYS/EM, NAO BJ, ZONE 6 ANO WAS [STABUSHEO 8E:TWE£N STA ffON NO.
I (11£) Hf;RfQY CERnFY THAT A REGISTfREO SOILS [NGINEIR OR G£0LOO/$T HAS BEEH ::--V-2002 PER R.O.S. 1402J ANO STAnON NO. SDGPS-41 E:STABUSHED BY
WILL Bf RfTA/NfO TO SUPfJIVISE O'IE"R-ALL GRADING ACllVITY ANO ADVISE OIi Tl/€ 1HE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROi.
CQMPACllON:Nf:_D STAB/UTY OF 111/S SITE:. BOOK, /.£., N88?i4'05"','l
_ ,0 ti, /
1
,. l,.u 7lfE: COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID 1JiVJSiOf\ rre,idt"'f 1, ... 14,"' o,sTANcr = CROUNo 01sTANCE: x coMB1Nro scALE FAcToR. ALL MEASURED ...,_'-=,,_,""----<------"-'-'-"-"-"'LI--'--'--''-'--'--'-""-,..,._ V.1_ DISTANCES S/101\111 HEREON AR( GRO!JNO 0/STANCfS. TH( MAPP/NC ANGLE
NAM( llTI.E DATE AT STATION V-2002 IS -0'32'51.881"
OWNER/DEVELOPER QUOTED BEARINGS FT/OM REFfRENCE: MAPS/Df£0S MAY OR MAY NOT BE IN
TE:RMS OF SAID SYSTEM.
NAM£: GREYSTONE HOMES LEGAL DESCRIPTTON
ADDRESS:
WA 7fR IS NOT PfRM!TTE:O.ALL E:ARIHEII SWALE:S AND DITCHfS SHALL HA 1£ 1~ MIN. SLOPE:
2'-TH£S£ PUNS AR£ SUBJECT TO A SIGNED ANO APPROVE:0 SET OF E:ROSIOII
CONTRa. Pl.ANS. EROSION COIITRa. SHALL 8£ AS SHO~ ANO AS APPROVfD BY
TH( CITY ENG/NfER OR AS DIRECTfO 11Y TH( PRO.LCT INSPE:CTOR.
Pl/ON£:
1525 FARADAY i\vE"NUE; SU/Tr JOO
CARLSBAD, CA. 92008
(760) 918-7765
NOTF:: TH( CONSTRUCnoN OF UNDf.RGROUNO F"ACIUTIES SHALL NOT BEGIN UNllL A LETTER
HAS BEEN SUBMITTE:O TO THE CITY E:NGINEER FT/OM 1HE SOILS [NC/NEER STA TING
1HE SEffifMENT FROM ROUGH GRAD/NC IS COMPLETE:.
LOTS 12 ANO 16 OF CARLSBAD TRACT CT 00-06 IN 111£ CITY OF CARLSBAD,
CO!JNTY OF SAN DIEGO, STA 7E OF CALIFORNIA ACCORDING TO 1HE MAP
TIIEREOF NO. 14600, FILED IN Tl-IE OFflet: OF Tl-IE CO!JNTY RE:CORDER OF SAN
DIEGO COUNTY ON MAY 29, 200J, ANO THE RE:MAINDER LOT OF CARLSBAD
TRACT NO. D2-t 4 UNIT NO. 6 IN 111£ CITY OF CARLSBAD, COUNTY OF SAN
0/E:GO, STAIE: OF CALIFORNIA, ACCORDING TO MAP 1HfR£0F NO. 14779, Fll.£0
IN Tl/€ OFFICE: OF 1Hf COUNTY RECORDfR OF" SAN DIEGO COUNTY ON APRIL
29, 2004. TI-I/S PLAN SET INCLUDES ONLY LO TS 444 TO 448, 425 TO 42~ ANO
45J TO 515.
25. AU SI.OPE:S SHALL 8€ TRIMMED TO A FINISH GRAD£ TO PRODUCE: A UNIFORM
SURFACE ANO CROSS SECllON. Tl/£ SITF: SHAl.l 8£ LEFT IN A Nf.-1 T ANO
OROERL Y COND/llON. AU STONfS, ROOTS OR OIHE:R OEJJR/S SHALL 8£ REMOVE:O
ANO DISPOSED OF AT A SITE APPROVE:O OF BY TH( CITY £NGIN££R.
27. ALL SI..OPE:S SHALL 8£ /RR/GA T£D. STABILIZED, PI.ANTf:0 ANO/OR HYDROSEEDE:O
IIITI/IN 7fN (10) DAYS OF Tl/£ ffM£ WHEN f:ACH SI.OPE IS BROUGHT TO GRADE
AS S/10~ ON THE: APPROVE:O GRADING Pl.ANS.
28. LANDSCAPING SHALL BE: ACCOMPUSHED OIi ALL SI.OP£$ ANO PADS AS REQIJIREO
BY THE Cl TY OF CARLSBAD LANDSCAPE: MANUAL, THE: LANDSCAPING Pl.ANS FOR
Tl/IS PRO.ECT, DRAWING NO. 377-Jl, AND/OR AS 0/RECTE:O BY 1H£ CITY
ENGINEER OR Pl.ANNING D!RfCTOR.
BRESSI RANCH REFERENCE DRAWINGS -SfE ORA WING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STl?f(T IMPROvfMENT PLANS.
SfE ORA WING NO. 4-00-8A F"OR MASS GRADING ANO EROSION CONTROL PLANS.
SfE ORA WING NO. 4-00-BC FOR BRfSSI RANCH RfSIOENTIAL STORM DRAIN PLANS.
SEE DRAWIN(; NO. 41J-2 F"OR BRESSI RANCH RESIDE:NTIAL IMPROVEMENT Pl.ANS.
SEE DRAWING NO. 41J-2A F"OR BRESSI RANCH RESIUENTIAL GRAD/NC PLANS.
PROJECT LOCA T10N
111/S PROJECT IS LOCATED 1111HIN APN(S) 213-121-0J, 21J-122-04
Tl/€ CAUFORNIA COORD/NATF: /NOfX OF 111/S PRO.£CT IS: 1990-6252
SPECIAL NOTES
111£ FOI.LOIIING NOTE:S ARE: PROVIDE:0 TO G'Vf DIRECllONS TO Tl/£ CONTRACTOR BY Tl/£ ENG/NffR
OF WORK. 111€ CITY EJIGINEIRS SIGNA 711Rf ON Tl/£5£ PLANS DOES NOT CONSTlnJTF: APPROVAL OF
ANY OF 111E:S! NDTF:S AND THE CITY IIILL NOT 8£ RESPONS/81.£ FOR THEIR ENFORCEME:NT.
1. THE LOCA llON OF DI/SllNG UTIUTlfS ARE BASED ON AVAILABI.£ RECORD INFORMA TIOII. CONTRACTOR
SHALL ',£///FY THE LOCA TIOII ANO El.(VA nDN OF ALL EXISTING F"AC/UTIES (ABOVfGROUND ANO
UND[RGROUNO) IIITI/IN Tl/£ PRO.£CT SITE:. THIS WORK SHALL 8£ PE:RFORMfO sumCIENTI. y AHEAD
OF CONSTRUCnON TD PERMIT CITY APPROVAL RfVISIONS TO Tl/€ CONSTRUCTION Pl.ANS IF ACnJAL
LOCA TIOIIS ARE FOUND TO 8£ IH CONFUCT 111TH Tl-IE PROPOSE:D WORK. CONTRACTOR SHALL NOTIFY
[NG/NEER OF WORK OF ANY CONFl/CTS OR ANY OTI/ER UTIUTIE:S fNCOUNIERE:O PRIOR TO PROCEEDING
WITH CONSTRUCTION.
2. CONTRACTOR SHALL TAKE PRECAUTIONARY ME:ASURES TO PROTfCT Tl/£ UTIUTY UNE:S SHOWN AND
ANY OT/le? UNE:S NOT OF RfCORO OR NOT SHO~ OIi THE:S! Pl.ANS. ANY PAVEMENT OR OTIIE:R
EX/SnNG SURFACE: IMPRO'IEM[NTS DAMAGED BY CONTRACTOR SHALL 8£ REPLACED AS RfQU!RfD BY
Tl-IE Cl TY OF CARLSBAD [NG/NfEJIING DfPARTMfNT.
.l SAFE:TY PRfCAUTIONS ANO ADE:QUATF: BARRICADING TO 8£ Ill FORCE: BY Tl/£ CONTRACTOR AT ALL
nMES. NE/111ER 111E OWNE:R NOR 7lfE: cNG/NffR OF WORK IIILL ENFORCE SAFE:TY MtASURES OR
REGVLA llONS. 1Hf CONTRACTOR SHALL DESIGN, CONSTRUCr, ANO MAINTAIN ALL SAFfTY DEvtCfS,
INCLUDING SHORING, ANO SHALL Bf sa.£1. Y RfSPONS/BlE F"OR CONF"ORMING TO ALL LOCAL. STA TE
AND ffI)EJIAL SAFE:TY ANO H£AL1H STANDARDS. LA~ ANO RfGut.ATIONS.
4. AU LfNGTHS ANO DISTANCfS FDR 1/./PRO'IEMENTS SHOWN ON THESE Pl.ANS AR£ MEASURfD IN A
HORIZONTAL Pl.AN(.
'-THE DISPOSAL OF ANY ASBESTOS CEMENT P/Pf SHALL 8€ IN COMPLIANCE: 111TH AU CURRENT LOCAL,
STA TE AND FfDE:RAL REGVLA noN5.
IJ. 111£ WORK TO 8€ DONE: SfCllON ON THIS SHE:E:T LISTS 111£ STANDARD SP£CIFICA llONS AND ORA WINGS
USED DURING 111E IMPRO'IEM[NT PLAN / GRADING PLAN DESIGN. 1HESE PLANS HA 1£ BfEN PRfPARfD
IN ACCORDAN_C£ WITH THE: CURRE:NT fDITIONS OF Tl/£ STANDARD SPE:CIFICA llONS ANO ORAll1NGS IN
EFFECT ON TI/E DA Tr OF Tl/£ 5/GNA 7URE BY 7lfE: ENG/NfEJI OF WORK.
1. RfTA//IIN~ W.4U3 PER SEPA,V.lf P£.fl~
' AIR QUALITY NOTES
f. ALL GRAOING SHAU 8£ OQ-IC IN COMPl.lANCE /If TH SIJAPC/J ANO CARD
STANDARDS ANO REQIJIREMENTS ANO DI/ST CONTROi. STANDARDS IN llllE 2~
lF THC CAl.lF~NIA A0/.1/NISTRA 1/0N cca;
2. WA 1£1/ING {F TH£ GRAOING STE SHAU. TAI({ Pl.ACE 8£FOf(£ ANO DI/RING GRADING
OPERATIONS 10 AI/N/1,1/ZE ovsr CENERA llON. A WA /ER l/7/JCI( SHAU 8£ /?EQIJIREO
TO 8£ ON STE AT A/.1 l/AIES 10 THE .5i4 Tr.TACT/ON {F THE CITY £NC/NEER
WORK TO BE DONE:
Tl/£ GRAOING WORK SHALL CONSIST OF 7lfE: CONSTRUCllDN OF All CUTS ANO FILLS.
DRAINAGE FACIUllfS, £ROS/ON CONTROL F"AC/1.JllfS, ANO PLANllNG OF P£RMAN£NT
LANDSCAPING AND PREPARAllOII OF AS-11UILT GRADING PUNS. ALL AS SHOWN OR
RE:QU/R[O ON 111/S SET OF Pl.ANS ANO THE CITY STANDARDS. SP[C/FICA TIONS,
RfQUIRIJ.lfNT5, RESOLUTIONS ANO ORDINANCES CITED ON Tl/f5£ Pl.ANS.
THE GRADING WORK SHALL 9£ PfRFORMEO IN ACCORDANCE: 111TH 111£ FOI.LOIIING
DOCUMENT$, CURRfNT AT TI/E TIME OF CONSTRUCllON AS DIRfCTED BY Tl/£ ctTY ENGINEER.
1. CARLSBAD MIJNIC!P AL COD(
2. CITY OF CARLSBAD STANDARDS
l ,,. 1H/S SET OF Pl.ANS
RESOI.UnON NO. 5461 ANO 5464 DATW SEPTE:MBEJI 17, 200.l
@E>
[Z] [Z]
o----¢
!D~~g
----<@
--w--
.,
·-·--· -------@
--s--
--RW---_-_\L_-_v :_
------~-150---.. ~···-,.............. .... -_ ........... __ ~--------··-. _,,,,..--
-IC--IC--
,·
@.} 6
~
ISi
CD
[I]
0
. BACKFLOW PRfl/fNTER REQUIRED
. AIR CONDITION/NG PADS
. SWALE (IX MIN.}
. SWAL( HIGH POINT llln-1 FLOW
UN£ El.EVA TION
· D<IST. CURB INU:T
. D<IST. STOR/1 DRAIN P!Pr
. EXIST. STOR/1 DRAIN BOit (Cl.fA/'I OUT
OR TYPE: "F"" INLH}
. EXIST. STRflT LIGHT
. EXIST. FTRt H'rVRAN(
. D<IST. WA TE:R LA IERAL
. E:XIST. WA TfR MAIN
. EXIST. SEWER LATERAL
. EXIST. SEK£R MAIN
. DllST. RECLA/MEO WA TfR
. TOP/TOE st.ex'£
. SUBDIVISON BOUNDARY
. FINISH GROUNO CONTOURS (PER
GRADING Pt.ANS)
. DA lf./GHT UN£
..... !:XI 5.1'.RETAINING WALL TYPE: PE:R PI.AN4f2.~1#
(SfPARA Tr PEJIMIT REQUIRED)
.
' . ' ' ' . ' ' . ' . . E:XIST. (PER IMP.} OR/1/fWA Y
.... ' .. ' ... . STE:P TO GARAGE:
....... ' . ' . . EXTRA DEP1H FOOTING
' ' ' ... , ' ' ' . GAS SEJIVIC£
(B'I D1HEI\S)
' ' ' . ' ' ' ... . EI.ECTRICAL TRANSFORME:R (r J421)
ABO\£ GROUND (8t OTHE~
. . ' ' . ' ' ... . EI.ECTRICAL HAND/IOI.£ (SOGt 3J12)
8£l.OW GROUND (~1 Oll([R'}
.. ' ' ... ... . EI.ECTRICAL HAND/IOI.£ (SOGt JJ15)
8£l.OW GROUND (or o7f/[tl,J
. . . . . . . . . . . EI.ECTRICAl/CABl(/PHONE RISER$
(Bf OIHl:RS)
'-THE: STANDARD SPfCIFICA nONS FOR PUBI.IC WORKS CONSTRUCllON (GRfEN BOOK)
II. SOIU RfPO~T A/'IP KECOMM£NOATIONS BY PACIFIC S()1.5 OA7ED Ofj.l'f/04-. _
NOTE: RRE SPRINKLERS WILL BE REQUIRED FOR LOTS 473 TO 483
,. ffl£ 5AN DIEGO NlE;A REGIDNJ.L sTA/Jl)ARP DRJ\WING9 A/JP M NAY BE MODIFIED Br f}IE
ctrr 01' ~ARlSBAP ST/1/VDARJ>S.
a eJ,4/FORNIA CoASTAL (CNN/$5/DN OE\.tLOPME/iT PERMl1 COIJJ)!11cNS OATEI> --r{/A.
1. 0/VIRO/J/'IIENfAL APPKOVAL OOC\.ll4ENT!:I PAffl> ____ /J/A.
(O. :iroll,ol WA7E~ POLLVTIOI/ PP.Ev(~nON5 PLA~ (s'IIPPP) PAtl'AflEO BY U/J/JA,..C1>>1M~l'lmES
PA 111> SEP]W8ER 200f.
11. STcRM W4~ MANA GENE WT PLAII (SWMP) P/l!PA~rD ev ---N/A,
12, ll!S: CN.IFOPJI/A ,m~ \VATf:R ~VALIIY ASSOCIATION (ciS/11/A~ 5lOPJ.4 w,m: "ESl
MANAGEMENT P/V.CTICE, eONSTROCTICti ~!11)8POK A//P 5~7£' OF CAl)FDRNIA. DEPr. Of
VIANSP~TA ~w. C0/,/5TRVenol/ SITF 6£St !UNAGEM£Nr PRACllCES (!!MP) l'IANVAL.
EARTHWORK OUANTmES
CUT:
QIJANnTY UNIT
1,120 lF
IJ,~q lF
211
140
tA
EA
3,000 EA
9 EA
....... ___ _,,,,,,._ ' ...... '
7--
FIBEJI ROI.LS
J" P\-c YARO DRAIN
. GRATE INLETS, 4 • NDS A TR/UM DRAIN
OR APPROVE:O EQUAL
. SIDEWALK UNOERDRAIN PER 0-21
GRA \fl. BAGS •
J" PVC YARO DRAIN C/LAN 0/JT
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS UNLESS OTHERWISE INDICATED.
RLL:
. . . . . . . . . . . . . . ;J.500 CY
............... 0 CY
IMPORT: .......... O CY
EXPORT: J,500 CY
' ' ' ' . . ' ' .
RE:MEDIAL: 0 CY
These As•Suilt Pree is. Grading Plall"' orlfr represanl the :.:1~ .. w~1wr: .• f:1Ji ,.:'1 ·~1;0';:,,,.;1~J~~-L-A-~-N-IN--D-E_P_A_R_T_M_E_N_T_A_P_P_R_O_V_A_L ________ .. A_S_B_U_IL-T-,,---'-----
.~ ,-d~.,,-~s, 111i ,s 11•-~l"I•< w) ~ / L
and dro;,,.~ &wa1, 1.'?faf'~,. (lot,... -..... ~-....c,.=. ______ DATE: ,,to f-',S ~-_; J/? ~
dated ti,/!!,/°', tifu/~ H/Z,ft(,.Jo/"ef'!t 1!!'/!\i••-4 "" (SIGNED) / RV"-'lwt.A<.7" ~ ;2-,'1"f',efS
suMyfieldehotst""8n•1111CQfl1pletk,no1oach<:1tt,.. »Assig; PLANNINO DIRECTOR
NOTF:: 1Hf ABOVE: QUANllllES ARE: FOR coostnJctton NII"-Thor do not represent the u-buitl 11 4r,f ~ ~ BONDING PURPOSES ONI. Y AND SHOULD oondlliond:,r-, ulhOI' ;"'"9 showri or, t~•llf p:an, Oft f_, .u,. • • DA TE: ,-.LJ 1,10 J..--RCE ll"Y91t plJll)frty (,,...,. cl I~♦ pubNc "iht-o!-way! M.W'.. VQ f 1 ~
DATE
NOT BE USED FOR FINAL PAY QUANTITIES. (SIGNED) I ~EWED BY: 0 WDI~ #: 9J7C328G9J RECOMMENDED BY: t'.'.:ni-i&V u,,1ab,1.,.n (~!li":!--~JjR~===~:!!arnt...._ or/t-1 l-z ~
CMSIF/VcnoH PRIORITY:~ PRIVATE CONTRACT (PRIN1 NAM~ l'-.1..;.N:SPECTOR b.tri •1-==i~==i============~====r===i~==i:::'.:~j~~-r.==:;-;=:::========~===:::;1 1----1--~-----------1---1--4-~1--~ I ~E,ET I CITY OF CARLSBAD fsHEusl.0 ::==~-==::::E:::N:::Gl:::N::EE::R::IN::::O::D::::EP:::::::AR::TM:;:::EN::T::::::=~LJQ_J:::::::=~
PRECISE GRADING & EROSION CONTROL PLANS fO~ CONTRACTOR'S NOTE
UNAUTHORIZED CHANGES & USES: The engineer preporlng
these plans will not be responsible for, c,, liabie fs:,,r, unauthorized
chonge:i to or use, of these pion~. All chc';ges to the plans must be
in writing and must be approved :iy tl-e prepare,. of these plan~.
Californla Council
of Clvl Engineer,
IMPOIITANT NOTIC■ PRoJECTDFSIGN CoNSULTANIS BRESSI RANCH PLANNING AR£A 12
LOTS 444-448, 425-12.6 ct 4'J-515 & Land Surveyora
Construction contractor agrees that in occ•,rdonce with generally accepted conslr'Jctior,
practices, construction contractor will be reqt red ki 03sum111 sole and complete responsibility for Californfa Council
job site conditions during the course ot corist uction of tht project, including S<Jfety of all persoos
<.md propert,i that this requirement shall b" madm to apply cor-tinuously and not bs limited ta of Cfvl Engineers
normal working hours, 'Jnd con:;;truction cor ,roctor fur:her agrees to defend, indemnify end hold & Land Surveyors
city of San Diego hormless t'rom any arid all liability, 'eol or alleged, in connection "fll'ith the
performonce of work on this project, e)<c81 ting liability (]rising from the sole neg!lgePCII of ctty of
T:\Engr\2407\PA'2\Plot Plon\PAl;-lh2-Pl,6\24c'7_12_2-6pit01.dwg 11/11/2004 12:59:54 PM PST
Section 4216/ 4217 of tho Government
Code require■ that o Dig Alert !dentirtcation
Number be issued bgfore a
•Perml to ExcaVQt•• will be valid.
F'or your Dig Alert I.D. Number CaU
Underground Service Al!Jrt
TOLL FREii 1-I00-42l-41llll
Two workini; days before you dig
PIANNINO • ~ I .llNalNEERINo I SUJM!Y/OPS
~-~1 701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
BENCH MARK
DESCRIPTION: BRASS DISK IN CONCRE.Tr IN A STANDARD SUR\lfY fill ON
CE:N 7fRl/N£ OF EL CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BE:NCHMARK DESIGNATION NO. R1BOO 288+89 EC
ELEVA llON: 311.407 M.S.L DA nJM: N.G. V.D. 29
l----+--1------------1---1----+--1---II~~~
z,f.,,tlJ "PIX-•~-~/1,7• ~
DATE INITIAL
:NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL g~D BJ~: ,. (.
OTI-IER APPROVAL a TY APPROVAL RVWO BY: '""w
I
I PROJECT NO.
CT 02 14 (6)
DRAWING NO.
41J-2t>,
r
'
I ~
0
i ~ • I _, G)
• • • 9.. ~ I _, .....
0 (,.)
I
j I\) I 0
i •
11, .
1 ll'l!l1Jll'l1I .. . ' ,,[, ' ,I, . J,1.
N
PALlll:TTO DRIVI!
~
·-I -----~ ~ ·----·---
----GREENHA VEN DRIVI!-
KEY MAP
SCALE: 1• ;/60'
--
- - - -PROJECT BOUNDARY
LOT LINE [ = =@ SHEET NO.
453 LOT NUMBER
1,/A/NT[NANCE/STORAGE NOTE:
CON7l?AC70H TO f'R0',1[)£ MAINTENANCE/STORACE
ANO CONCRETF: WASHOIJT ~ Pf.AN TO TH{ CITY
rY CARI.SBAO PRIOR l1J START rY CONS7l?VCT/ON.
I I J
•
I I, --
1:t
I
v ~
D/
,
2• MAX
STRIP
2' MAX ,,.. STRIP
~
I
,...I
~I
I
FENCE DETAIL
PER LANOSCAPE
Pl.ANS
J' MIN.
SIDEYARD DETAIL
NOT TO SCALE
PASADENA DRIVEWAY
DETAIL ( TYP) N. T.S
FF
BU/LO/NG
FOOTING
J" Pl(: YARO ORAIN AT
ct. OF SWAL£ UNLESS
OTHERWISC SPECIREO.
FL Fl.EV PER Pl.AN
PL
~MIN 4•
1--1<'~75EE PLAN
PAO El.EV
I RET AJNING WALL
TOE DRAIN
TF TO BE CONN EC TED
t--~.:::..::j:_::;.::}·. -"". .. f-.. 1. ,·_.t i TO AREA DRAIN
DETAIL: RETAIN/NO WALLS
LOCATION AS SHOWN ON PLANS
NO SCALE
EROSION CONTROL NOTES:
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JI/,/ URBINA AT {760} 715-7712
(CEl.LULAR) OR KRISTINE ZORTMAN OF LENNAR HOMES AT {760) 918-7765.
2. EQIJIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LAB/.£ AT
ALL TIMES DURING 71/E RAJNY SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPll.£0 ON SITE AT CONVENIENT LOCA T/ONS TO FACIUTA TE RAPIO
CONSTRUCT/ON OF TEMPORARY OEWCES 'MIEN RAIN IS IMMINENT.
J. OEWCES SHOVM ON Pl.ANS SHALL NOT BE MO';fO OR 1./00/FIEO tllTHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SI/ALL RESTORE ALL EROSION CONT/la. OEl1CES ro WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-Off'
PROOUC/NG RAINFA!L
5. THE CONTRACTOR SI/ALL INSTALL ADDITIONAL EROSION CONT/la. MEASURES AS
MAY 8E REQUIRED BY THE Cl rY ENGINEER DUE TO UNCOMPLETEO GRADING
OPERATIONS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSlf!LE ANO SHALL TAKE NECESSARY
PRECAUTIONS ro PREVENT PUB/JC TRESPASS ONTO AREAS WHERE IMPDUNOEO
ll'A TERS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROC MEASURES PROl1DEO PER THE APPROvfO GRAO/NG
Pl.AN SHALL BE INCORPORA TEO HEREON.
8. GRAOEO AREAS AROUND 71/E PRO.ECT PERIMETER MUST DRAIN AWAY FROl,I THE
FACE or SLOPE AT THE CONCLUSION OF EACH WORKING OA Y.
9. ALL REMOVABLE PROTECTIVE DEl1CES SHOW/I SHALL B! IN PLACE AT THE ENO
OF EACH WORKING DAY 'MIEN THE Rvf (5) DAY RAIN PROBABIUTY FORECAST
EXCEED FORrY PERCENT (40:f). SH..T ANO OTHER DEBRIS SHALL 8£ REMOVEO
AFTER EACH RAINFALL
l<J. ALL GRAia BAGS SHALL BE BURI.AP m'E WITH J/4 INCH MINIMUM AGGREGATE
11. SHOULD GERMINATION OF HYOROSEEOEO SI.OPES FAIi. TO PROl1DE EFFECT/VE
COVERAGE or GRADED SLOPES (90:f COVERAGE) PRIOR TO NOVEMBER 15, THE
SLOPES SHALL 8£ STAB/LJZEO BY PUNCHEO STRAW INSTALLEO IN ACCORDANCE
'MTH SECTION J5.02J OF 111£ EROSION ANO SEDIMENT CONT/la. HANOBOOK or
111E DEPARTMENT OF CONSERVATION, STA TE OF CAUFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIOA noN NOTES:
ALL PERMANENT ANO TEMPORARY EROSION CONTROC Pl.ANTING ANO
/RR/GA T10N SHALL BE INSTALLED ANO 1./AINTAINEO AS REQIJIREO IN
SECTION 212 OF 111£ STANDARD SPECIF7CATIONS ANO THE FOLLO'MNG:
TEMPORARY EROSION CONTROL
PLANTING AND /RR/QA TION NOTES=cCOHrJ
2. TYPE I MULCH APP/JED AT THE RA TE OF NO LESS THAN 2000 lbs PER
ACRE. T'IPE 6 MULCH (STRAW) MAY BE SUBSTlnJTEO, ALL OR PART. FOR
H'IVRAUUCALLY APPUEO ABER MATERIAL WIIEN STRAW IS USEO IT MUST
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS
THAN 50:t OF THE STRAW /Nro Tl/£ SOIi..
J. romuZER CONSISTING OF AMMON/Ulrl PHOSPHA lF: SU/IA 7E, 16-20-0.
fllTH 15:f SUI.FUR APP/JED AT Tl/£ RA TE OF 500 lb .• PER ACRE.
0. AREAS TO BE H'IVROSEEOEO SHALL BE PREPARED PRIOR TO H'!VROSEEO/NG BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER Tl/AN 6: 1
b. HARROWING AREAS 6: I OR Fl.A T7ER THAT ARE sumCIENTI. Y FR/AB!.£
c. RIPPING AREAS THAT l!!LJ. NOT BREAK UP USING ITEMS a OR b ABO\£
2. CONDITIONING TI/E S0/1.S SO Tl/AT IT IS SUITA81£ FOR Pl.ANT/NG BY:
a. AOJUSTING THE SURFACE SOIi. MOISTURE ro PROl1DE A DAMP
BUT NOT SA TURA TEO SEED 8£0.
b. THE AODITION OF SOIi. AMENDMENTS, PH AOJUSTMENT, LEACHING
OR COVERING SAUNE SOILS TO PROl1DEO 11Af!LE CONDITIONS
FOR GROWTII.
E. H'IVROSEEOEO AREAS SHALL BE 1./AINTAINEO TO PROl10£ A 11GORDUS GROWTH
UNTIi. THE PRO.ECT IS PERMANENTI. Y LANDSCAPEO OR, FOR AREAS WIIERE
HYOROSSEDING IS TI/E PERMANENT LANOSCAPING, UNTIL THE PRO.ECT IS
COMPLETED Al>IO ALL BONDS RELEASED.
B 46'-,
Q,' MIN. l:f SWAL£
10:f LOT WIDTH
(5' MIN.)
r.J--'---,r-+-1---t,_J_
.---.----1)-lf--y-
REARYARO
SETBACI(
20:f LOT
l't!OTli
RET. WALL
SEE DETAIL .A I
(TYP.) '
A
5' MIN.
10:fA LOT WIDTH _J (5' MIN.)
f------< 'J ~ ~-,,.,,.,,,..--.-ti -~
-STREET SLOPE
8-------'
NOTE: FIRE SPRINKLERS WILL BE REOUIRED FOR LOTS 473 TO 483 46'
It. H'!VROSEEDING SHALL 8£ APPUEO TO: PLANNING AREA 12
TYPICAL LOT DRAINAGE:
EXTRA OEPTH
OF FOOTING d 12" MIN.
If REQIJIR_~c...O -'fr-'-""Z-L.-'1.-
EXTRA DEPTH FOOTING
NO SCALE
GARAGE
ARCHITECIVRAL
POPOUT (VARIES}
FOUNDA TION UNE
0 FACE OF GARAGE
PROPERrY UNE
TYPICAL POPOUT DETAIL
NOT TO SCALE
T: \En,,r \2107\PA 12 \Plot ?Ian 'PA !2-Pc2-Ph5 \2407 _ 12_2-Spl/]2.dwg 0r/21/2005 07. J2.· 00 AM PST
9.2' WN7 --
• I
:,: 1R 2R
O:f LOT WIOTH· .... -(5' MIN.)
1 ~ ~ 18' ~-9' ....
10' MIN. t 12'
HOUSF: SETBACK
• ; R 5 (TYP.)
j
~
-3R
r ~ 17' ~~
I
I
4
~ -
17' b ~ -
SIDEWALK
'--'
CURB ,t GUTTER
REAR YARO
TBACK
LOT
TH
SE 20:f
WID
R.O. W.
PA-12 :TYPICAL LOT AND SEIBACK REQUIREMENTS
0.5' ACCESS
STRIP
R/W
4• NON-CONTIGUOUS
P. C. C. SIDEWALK
6" TYPE "G" CURB
,t GUm:R (TYP.)
5'
NOT TO SCALE
JO'
17'
10'
TRA ITT
60'
JO'
17'
10'
TRAITT ARKl
STRUCIVRAL SECTION I TO BE DETERMINEO
BY SOILS ENGINEER
(MIN. SECTION 4" AC
OVER 6" AB)
R/W
1J'
1/77,l,c~.+o /
,, ,, /
' '
.'ft;'T??-r---v,1--~ -n.L: ~ ....... -sc--H-7' >
f ,-. // 1o 6• TYP.
W. TER
STREET UGHT
AS SHOWN ON
PLANS (TYP.)
,. ALL SLOPES THAT ARE GRADED 6: , (HORIZONTAL ro VERTICAL)
OR STEEPER 'MIEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT ANO AOJACENT TO A PUBUC
ll'ALL OR STREET.
b. ALL SLOPES 4 FfET OR MORE IN HEIGHT.
2. AREAS GRADEO FLATTER THAN 6:1 'MIEN ANY OF THE
FCUOl!!NG CONDITIONS EXIST:
a. NOT SCHEOULEO FOR IMPROVEI./ENTS{CONSTRUCTION OR
GENERAL LANDSCAPING) W/111/N 60 DA l'S OF ROUGH
GRADING
b. IOEN11F1EO BY Tl/£ PARKS ANO RECREATION DIRECTOR AS
HIGHLY 115/f!LE TO 111E PUBI.JC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY 111E ClrY
ENGINEER THAT WARRANTS 11./MEDIA TE TREATMENT.
8. H'!VROSEEOED AREAS SHAil 8£ /RR/GA TEO IN ACCOROANCE fllTH
THE FOCLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRAOEO 6: 1 OR STEEPER ANO THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HANO
WATER/NG FROM QIJICK COUPLERS/l!OSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PREC/P/Tlt 710N SPRINKLER HEADS PROl10/NG
100:f CO';fRAGE.
b. CREA 7fR THAN /J FfET IN HEIGHT SHAil BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROl10/NG 100:f COVERAGE.
2. AREAS SLOPEO LESS THAN 6: I SHALL 8£ !RR/GA TEO AS APPROVEO
CITY ENGINEER, PRIOR TO HYOROSEEO/NG. THE OElfiiHR SHALL
SUBMIT A PROPOSED SCHEME TO PROl1DE /RR/GA T/ON TO TI/E arr
ENGINEER. THE PROPOSAL SHALL BE SPEC/RC REGARDING TIIE NUMBERS.
TYPES .t COSTS OF THE E1£1.1ENTS OF TI/E PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE l£lfl. OF THE SOIi. AT THE
OPTIMU/rl LEvU FOR THE GROWTH OF THE H'!VROSEEOEO GROWTH.
C. HYOROSEEOING 1,//X SHALL CONSIST OF ALL OF THE FCUOWING: r. SEEO MIX SHALL CONSIST OF NO LESS Tl/AN: a. 20 lb11. PER ACRE or ROSE CLOVER
b. 20 lb11. PfR ACRE OF ZORRO FESCUE
c. J lb11. PER ACRE OF E SCHOOi. CIA CALIFORNIA
d. 4 fb11, PER ACRE or ACHILLEA 1.//l.LEFWA
"' J lbll. PER ACRE or AL YSSU/rl (CARPET or SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOCECA
g. ITEMS c.~ .. ANO f OF 11115 SUBSECTION MAY BE 01,//TTEO ON
LOCA nONs WIIERE THE AREA BEING H'IVROSEEDEO IS l>IOT VISIBLE
FRO/rl El111ER A PUB/JC STREET OR RESIDENIJAL STRUCTURES.
h. ITEM a OF Tl/IS SUBSECTION Ir/UST BE INOCULA TEO 111TH A l>IITROGEN
AXING BACTERIA ANO APPLIED ORY ff/HER BY OR/LUNG OR
BROAOCASnNG BEFORE HYOROSEED/NG.
( ALL S£fO MATERIALS SHALL 8£ TRANSPOR TEO ro THE JOB SITE IN
UNOPENED CONTAINERS '.+1111 THE CAUFORNIA DEPARTMENT OF FOOD
ANO AGRICUI..IVRE CERTIFICATION TAG ATTACHEO TO, OR PRINTED ON
SA/0 CONTAINERS. J. NON-PHYTO-TOXIC 'llf:mNG AGENTS MA y BE ADDEO TO THE
H'IVROSEEO SLURRY AT THE 0/SCRETION OF THE CONTRACTOR.
SIOEYARO FENCE
MIN.DISTANCE
DEEPENED FOOTING
TO FACE OF WALL
PROP. MIN. ORAINAGE
DISTANCE J' TO BLOG
NOTE: DEEPENED FOOTING SHALL EXTEND I' MINIMUM
BELOW LOWE-ST ADJACENT F10'MINE El.EVA TION
DETAIL "A"
NO SCA!£
Ir r-PROPERrY LINE
U"
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, IJ' PARKWAY ~ TRpMSITIQtl , rr; o/, y_ .SIOEWALK 14% MAX -., ~
.
STREET
SECTION B·B
NO SCA!£
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J' MIN.I 2' 5' MIN. r.r.
SECTION A·A
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BENCH MARK No. 42951 ~
Exp. 03-31-08 f;
PROJECTDESIGN CoNsULTANIS
Pl'.ANNIM1 • ENv1RcNMBNrAL t lltuNmlRlNo t SVIM!YIOl'S
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY H£l.L ON
CEN TERUNE OF El. CAMINO REAL IV I\. GREGORY M, SHIELDS, R.C.E. 42951 DAlE REGISlRATION DESIGNED PM
LOCATION: COUNTY OF SAN DIEGO BENCHMARK OES/GNA TION NO. Rl800 288+89 EC
El.EVATION: JH.407 M.S.L OAIVM:_ N.G.~V=.D~. 2=9~--
EXPIRES OJ-31-08 er: RE',1EW: ~ ~-A. I· z1,1>S ~ l,\J Mw/e.t
S\IR'vEY
REvlEW:
,___ ____________________ _,I sH2EEr I CITY OF CARLSBAD fsHE'rnl
0 ENGINEERING DEPARTh1ENT LJQ_j :=:::==-=========~= PRECISE GRADING & EROSION CONTROL PLANS FOR:
DA TE INITIAL
NGINEER or WORK REVISION DESCRIPTION
BRESSI RANCH PLANNING AREA 12
LOTS 444-448, 425-426 ct 453-515
DATE INITIAL DATE INITIAL g~DBJ~:
OTHER APPROVAL Cll'I' APPROVAL RVWD BY:
PROJECT ND.
CT 02-14 (6)
EXPIRES 12-31-0, I -¢¾fL
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LOCA nON: COUNTY Of SAN DIEGO 8[NCHMARK DES/GNA nON Na R1800 288+89 EC
aEVAllON: 311.407 M.S.L DA7UM: N.G.V.O. 29
---·---------
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PRoJECTDFSIGN CoNSULTANIS
PlANNINa • ENvlRcfflmNTAL • Hl«llNEmllNCJ • SUIM!Y/OPS
70 I B Stree~ Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIMS, R.C.E. 42951 DA 1£ REGISlRA TION DESIGNED p~
~~ EXPIRES 03--J1-05 BY: REyivt 1-i, ... ; J3W 1-\ w f:_C..
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OESCR/PTION: BRASS ()/SI( IN CONCRETE: IN A STANDARD SURV£Y 11£!.L ON
CEN 1ERUN£ OF' a CAMINO REAL
LOCA 1/0N: COUNTY OF SAN 0/EGO BENCHMARK DfS/GNA 1/0N NO. R1800 288+89 EC
UEVA 1/0N: J11.407 M.S.L DA 7VM: N.G. V.O. 29 --------------
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70 I B Street, Suite 800, San Diego, CA 9210 I
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, R.C.E. 42951 DAlE REGISlRAllON DESIGNED PM
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PRECISE GRADING & EROSION CONTROL PLANS FOR:
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'cl. Exp. 03-31-05 f;;
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or c~1.1 LOCATION: COUNTY OF SAN DIEGO BfNCHMARI< DESIGNATION NO. R1800 284+~1 EC
ELEVATION: J11.401 M.S.I.. DA7UI.I: N.G.V.D. 29
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PRECISE GRADING & EROSION CONTROL PLANS FOR:
PR.omcrDFSIGN CONSULTANTS
PIANNINO • BNvrilaWENTAL • ENaiNBeRil«J • SllllVEY /OPS
701 B Stree~ Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIEIDS. R.C.£. 42951 DA TE REGISTRATION DESIGNED PM EXPIRES 03-31-0S BY: REVIEW: ~~ I· 2/•o!> B~ v-.w/E.l.
SURVEY
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LOTS 444-448, 425-426 & 453-515
DATE INITIAL DA TE INITIAL g~D BJ~:
OTI,ER APPROVA aTY APPROVAL RVWO BY:
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LOCA 1/0N: COUNTY OF SAN DIEGO BENCI/MARK DESIGN A 1/0N NO. RI 800 288+89 EC
ELEVAT/ON: J11.407 M.S.L __ DATUM: N.G.V.D. 29
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701 ll Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY It. SHIELDS, R.C.E. 42951 DA ,r REGISlRA 110N DESIGNED PM SUR\£Y
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LOCATION: COUNTY OF SAN DIEGO BENCHMARK DES/GNA TION NO. R1800 288+89 [C
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PRoJECTDESIGN CONSULTANTS
PLANNING • ENv!RcMffiNTAL • ENalNEERlNa • SlllMIY /GPS
701 B Street, Suite 800, Sun l)iego, CA 92101
619-235-{;471 FAX 619-234-0349
GREGORY IL SHIELDS, R.C.E. 42951 OA1E REGISTRATION DESIGNED PM EXPIRES OJ-31-05 BY: REVIEW:
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BENCH MARK
DESCRIPnON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llf1.l ON
CENTERIJNE Of fl. CAMINO REAL
LOCAnON:COUNTY Of SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 [C
fl.EVAnON: JH.407 M.S.l. OAnJM:. N.G. V.O. 29 ____ _
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iJl -No. 42951 ~
Exp. 03-31-08 J;
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or CAI.I~
PR0JECTDPS1GN CONSULTANTS
PIANNIMl • ENvlRcNMBNTAL • llNaiNEERJNG • SVRVBY/GPS
701 ll Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M, SHIELDS. R.C.E. 42951 DATE REGISlRA llOH DESIGNED PM
J--i-e--EXPIRE5 OJ-31-08 BY: RE'.iE\t. ~ /• 'Z./·U$" BW MW/Ee
S\JRVEY
RE'.iE\t.
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PRIVATE CONTRACT
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GRAPHICAL SCALE
"AS BUil T"
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1----+--+-----------~-1----1---4----1 ._I s=H9E=ET~I ==c=1 TY===o=F=CA=R=L=S:::::B:::::A=D==~l==o~I ,-ENGINEERING DEPARTMENT
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i I PRECISE GRADING &: EROSION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 12
LOTS 444-448, 425-426 & 45J-515
t----+---+--------------+---1-------+---+----l I APPROVED: l.LOYO HU8BS d,r ~
'A5-E!f.llt-f• i1tH3"11't~~~
EXPIRES lZ-31-~
-?,41ftt.f
INITIAL
NGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL g~D B~~:
OTHER APPROVAL CllY APPROVAL RVWO BY:
PROJECT NO.
CT 02-14 (6)
11~5-SUILT"
DRAWING NO. -
41J-20
11
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PRIMROSE POINT I
PLANNING AREA 12
LOT SUMMARY
•
PHASE2 PHASE3 PHASE4
LOT ASS£SSOR SITE: PLAN 13ACKFlOW FOUNDATION LOT ASSESSOR SITE: PLAN BACKFlOW FOUNDATION LOT ASSESSOR SITE: PLAN 13ACKFlOW FOUNDATION
NUM/3£:R PARCa I ADDRESS TYP!o PRE\IE:NTOR CATEGORY NUMBER PARCa I ADDRESS TYPE PREVENTOR CATEGORY NUMl3ER PARCEL I ADDRESS TYPE PRE\IE:NTOR CATEGORY
491 21J-181-J9-00 27JJ PLUMER/A DRIVE: 4CR 'rFS IV 45J 21J-181-01-00 6406 UVE: OAKS DRIVE: 4AR NO IV 46J 21J-181-11-00 276J ASCOT AVENUE JC NO •
492 21J-181-40-00 2729 PLUMER/A DRIVE: JAR 'rFS IV 454 21J-181-02-00 6410 UVE: OAKS DRIVE: JC NO IV 464 21J-181-12-00 2759 ASCOT A VENUE 413 'rFS •
49J 21J-181-41-00 272!J PLUMER/A DRIVE: 1CR 'rFS IV 45!J 21J-181-0J-OO 6414 LJVE: OAKS DRIVE: 213 NO IV 465 21J-181-1J-00 2755 ASCOT AVENUE 28 'rFS •
494 21J-181-42-00 2721 PLUMER/A DRIVE: 2AR NO IV 456 21J-181-04-00 6418 UVE: OAKS DRIVE: 4A NO IV 466 21J-181-14-00 2751 ASCOT A VE:NUE IC 'rFS •
49!J 21J-181-4J-OO 2717 PLUME:R/A DRIVE: 413R 'rFS IV 457 21J-181-05-00 6422 UVE: OAKS DRIVE: JC NO IV 41J7 2/J-181-15-00 2747 ASCOT AVENUE JA 'rFS •
21J-181-44-00 271J PLUME:RIA DRIVE: JCR 'rFS fl 458 21J-181-06-0D 6426 UVE: OAKS DR/\/£ 4C 'rFS fl 274J ASCOT A \IE:NUE 413 NO • 496 468 21J-181-16-0D
497 2/J-181-45-00 2709 PLUMER/A DRIVE: 213R NO f 459 21J-181-07-00 64JO UVE: OAKS DRIVE: 2A 'rFS fl 469 21J-181-17-00 27J9 ASCOT AVE:NUE: 2A NO •
498 21J-1s1-~-oo 270!J PLUMER/A DRIVE: 4A NO I 460 21J-181-08-DO 64J4 UVE: OAKS DRIVE: 413 'rFS fl 470 21J-181-18-00 27J5 ASCOT A \IE:NUE: 38 'rFS •
499 21J-181-47-00 272J Pt.UME:RIA DRIVE: 313R 'rFS IV 461 21J-181-09-0D 64J8 UVE: OAKS DRIVE: 2C NO II 485 21J-18t-JJ-DO 27J4 ASCOT A VE:NUE: 4AR NO •
SOD 21J-181-48-00 2727 Pt.UMERIA DRIVE: 2C 'rFS IV 462 21J-181-10-00 2767 ASCOT AV£NUE 18 'rFS • 486 21J-181-J4-00 2738 ASCOT A \IE:NUE 18 NO •
501 21J-181-49-00 27Jt PLUME:RIA DRIVE 1A 'rFS IV 508 21J-181-56-00 6409 UVE: OAKS DRIVE: 48R NO IV 487 21J-181-J5-00 6419 ARCHES WAY 48R 'rFS •
502 21J-181-50-00 27J5 Pt.UME:RIA DRIVE: 413 NO IV 509 21J-181-57-00 64/J LJVE: OAKS DRIVE: 2CR NO IV 488 21J-181-J6-00 6415 ARCHES WAY IAR 'rF$ •
27J9 Pt.UMERIA DRIVE: IV IV ,
2CR SOJ 21J-181-51-00 JA NO 510 21J-181-58-00 641 7 LJVE: OAKS DRIVE: 1AR 'rFS 489 213-181-Jl-00 6411 ARCHES WAY .. NO IV
504 21J-181-52-00 274J Pt.UMERIA DRIVE: 18 'rFS IV 511 213-181-59-00 6421 U\IE: OAKS DRIVE: Jl3R 'rFS • 490 21J-181-J8-00 6407 ARCHES WAY JB NO IV
SO!J 21J-181-SJ-OO 2747 Pt.UMERIA DRIVE: 4C 'rFS IV • NOT \'fT GRADED. SIDEYARD 512 213-181-60-00 6424 ARCHE:S WAY 4A NO •
DEEPENED FOO TING SHALL BE
21 J-181-54-00 2751 PLUME:RIA DRIVE: IA 'rFS II,' Df.11::RMINEO ONCE: FOUNDATION SIJ 21J-181-61-00 6220 ARCHES WAY 2A 'rFS • 506 CATEGORY TYPE BECOMES
507 21J-181-55-00 2755 Pt.UMERIA DRIVE: JB 'rFS IV AVAILABLE. 514 2IJ-181-62-0D 6216 ARCHES WAY 18 'rFS IV
51!J 21 J-181-6J-OO 6212 ARCHES WAY JA 'rFS IV
• NOT \'fT GRADEO. 5/DEYARD
DEEPENED FOOTING SHALL BE
DETERMINED ONCE: FOUNDATION
CATEGORY TYPE BECOMES
AVAILABLE.
PHASE5 PHASE6
• LOT ASSESSOR SITE: PLAN BACKFlOW FOUNDATION LOT ASS£SSOR SITE: PLAN BACKFl.OW FOUNDATION NDlt: SEE FOUNDATION DESIGN RECOMMENDATIONS ON SOILS REPORT TITLED •AS-GRADET)
REPORT OF RWGH ANO FINE GRADING, LOTS 1 THROUGH 515, Pl.ANNING AREAS PA-6 THROUGH
NUMBER PARCa I ADDRESS TYPE PREVENTOR CATEGORY NUMBER PARCEL I ADDRESS TYPE PREVENTOR CATEGORY PA-10. PA-1.Z OS-1 ANO OS-~ 8RESS1 RANOI, CARI.SBAO IRACT NO. ()()-~. CARt.SBAO,
CA/JFORMA• BY LEIGHTON ANO ASSOCIATES: INC. OATEO AUGUST 18, 2004, Rf'I/SEO AUGUST JI,
471 2/J-181-19-00 27J1 ASCOT A VENUE: 4C 'rFS • 425 21J-180-01-00 2759 PALMETTO DRIVE IAR 'rFS IV 2004.
472 21J-181-20-00 2727 ASCOT A VENUE: IA NO • 426 21J-180-02-00 2755 PALMETTO DRIVE 48R 'rFS IV
473 21J-181-2t-OO 2723 ASCOT AVENUE 28 NO • 444 21J-180-20-00 2736 PALMETTO DRIVE: 4CR 'rFS IV
474 21J-t81-22-00 2719 ASCOT A VENUE: IC NO • 44!J 2/J-180-21-00 2740 PALMETTO DRIVE JBR NO IV
475 2t3-181-2J-00 271 !J ASCOT A VENUE: 48 NO • 446 213-180-22-00 2744 PALMETTO DRIVE 2C NO IV C
2711 ASCOT AVE:NUt: IA 'rFS • 4AR NO IV 476 21J-181-24-00 447 21J-180-2J-00 2787 PALMETTO DRIVE
477 21J-t81-25-00 2707 ASCOT A VENUE: JC 'rFS • 448 213-180-24-00 2783 PALMETTO DRIVE JA NO IV
478 21J-181-26-00 27011 ASCOT A VENU!o 1BR 'rFS •
479 21J-t81-27-00 2710 ASCOT AVENUE 2A 'rFS •
480 21J-181-28-00 2714 ASCOT AVENUE 4CR 'rFS •
21J-t81-29-00 2718 ASCOT A VENUE: Jl3R NO • 481 -
482 21J-t81-J0-00 2722 ASCOT A VENUE IAR NO •
48J 2IJ-181-J1-0D 2726 ASCOT A VENUE 4BR NO •
484 21J-18t-J2-00 2730 ASCOT A VENUE: 3CR 'rFS •
• NOT \'fT GRADED. SIDEYARD
DEEPENED FOOTING SHALL Br "AS BUil T" DETERMINED ONG£ FOUNDATION
CATEGORY TYPE BECOMES ~~~~ ...... AVAIi.ABLE. ~-.)r ~n
#f~t;. EXP. IJ·Jf-~t, DATE
RCE
R,GWED BY:
PRIVATE CONTRACT (.~1(2__~~ &r)t./'¥!tJ."1
ii-lWEcT R DATE
~ m CITY OF CARLSBAD
ENGINEERING DEPAR™ENT 0 0
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PR.oJECTDESIGN CoNsVLTAMS
PRECISE GRADING & EROSION CONTROL PLANS FOR:
!<..<::, ,;;,\I.'< M. S,,,,t '-f< ~ BRESSI RANCH PLANNING AREA 12 ,:Y~<:J ~ -1,. PIANNIMJ • ~ • ENGINm!Rl!«J • SUIM!YIOPS r-.; <a, " LOTS 444-448, 425-426 & 45J-515 ,,, -701 B Street, Suite 800, San Diego, CA 9210 I -No. 42951 2! BENCH MARK <> '" 619-235-6471 FAX 619-234-0349
DESCRIPTION: 13RASS DISK IN CONCRETE IN A STANDARD SURITT llfl.L ON
~ Exp. OJ-31-06 [; I~;?;~ LLO't1>JIUB8S (Jj ·..( EXPIRES 43t-~ I * * .. CENTERUNE OF EL CAMINO REA_L __ .s'~ C/V\\. ~*'t-GREGORY M. SHIEIDS, R.C.E:. 42951 DAlE REGISTRATION DESIGNED PM SURI/EY . : ~~ti5f. .:l/.1,t~s
LOCATION:COUNrr OF SAN OIEGO_(J[N(;HMARK DESIGNATION NO. R1800 288+89 EC fi-a-A.).;)... EXPIRES 0J-31-CMI BY: RE'/1[\t. REVIEW: e/15/o(, 'PIX, "4S·Bl//(.,.T"
ELEVATION: J1t.407 M.S.L DATIJM: N.G. V.O. 29 l'c Of CM,l~o I• ZI• o; c} (v i-AW/Ec. DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWINO NO.
REVISION DESCRIPTION CHKD BY: .
-NGINEER rK 'MJRK 011,ER APPROVAL Cl TY APPROVAL RVWD BY: CT 02 14 (6) 41J-20
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