HomeMy WebLinkAboutDWG 413-8C; CT 02-14 (3); BRESSI RANCH PA 8 UNIT 3 MODELS; 01-03GRADING NOTES:
(IN ADD/nON TO THE REQUIREMENTS OF CHAPTER 15.15 OF THE:
CARLSBAD MUNICIPAL CODE.)
1. lHIS Pl.AN SUPF:RSEDES All OlHER Pl.ANS PREVIOUS!. Y APPROVfO 8Y 1HE CITY
OF' CARLSBAO RfGARDING GRADING SHO'IIN ON lHIS SfT OF PLANS.
2. N'PROVAL OF lHIS Pl.AN OOfS NOT LfSSEN OR WAI\£ ANY PORT/OIi OF THE
CARLSfJAO MUNICIPAL CODE; RfSOCUTION OF CONDITIONAL APPROVA~ CITY
STANDARDS OR OTHER ADDlnONAL OOCUMENTS usrro HEREON AS THEY MAY
PCRTAIN TO 1HIS PRO..£CT. THE f:NG/NffR IN RfSPO/IS181.£ CHARGE: SHALL
RE:VISC lHESC Pl.ANS ~EN NO/I-CONFORMANCE IS DISCOVEREO.
GRADING NOTES (cont)
29. THE OWNER/APPI.JCANT SHAU. INSURE THAT AU. CONTRACTORS SHAU. COOROINATE THE: 'ltORK OF
lHESE GRADING Pl.ANS 'MTH THAT SHOWN ON Born THE: LANDSCAPE ANO IRRIGAnON Pl.ANS AND rnf
11./PRO\IEMfJIT Pl.ANS AS REQUIRED FOR THIS l'ltJRK IN ACCORDANCE 1111H THE LANDSCAPf MANUAL TIME REQUIREMENTS.
JO. STORM DRAIN PIPf SHAU. 8E REINFORCED CONCRfTE P/Pf 'MTH A MIN/MUI,/ 0-LOAD OF 1,350 OR ASBESTOS CEMfJIT PIPE: 'Mn-1 A MINIMUM 0-LOAO
OF 2,000. FOR PRIVATE STORM DRAINS, PIPES UP TO 75• PVC MAY 8E UTIUZED PROvWEO D£PTT1 IS LESS THAN 15 FITT ANO BACKFILLED 'Mn-1
J/4' ROCK PER SDRSD S-4 TYPE 'r;' ANO PIPf MITTS ASlll STANDARD JOJ4 FOR SOR JS SOOD WAU. P/Pf.
CARLSBAD
BRESSI
HEATHER
NO. CT-02-14
RESIDENTIAL
COURT PA 8 , MODEL HOMES
TRACT
RANCH
LEGEND
~ c 110)
! PE 694.5!
!FF 695.2!
I GFF 694.51
Pl.AN NUMBER (R=REVERSC)
. LOT NUMBER
PAD Fl£VA TION
FINIS/I Fl.DOR filVA nON
GARAGE: Fl.DOR filVA noN
BACKFI.O W PREVENIER Rf QUIRED
J. CITY APPROVAL OF' Pl.ANS DOES NOT Rfl.JE\£ THE DEVELOPER OR ENGINEER-OF-
tlt/RK FRO/I RESPONSIBIU TY FOR THE CORRfCnON CF tRRORS ANO OMISSIONS
DISCOVEREO DURING CONSTRUCnoN. All Pl.AN RE:VISIO/IS SHAU. /JC PROMP7L Y
SUBMITTfD TO THE CITY ENGINEER FOR N'PROVAt.
JI. ~ER€ AN EXISnNG PIPE: LIN£ IS TO BE ABANOONEO AS A RESULT OF rnE: GRADING fX'ERAnON, IT SHAU. BE: REMOVfD 1'111HIN lllf:NTY FEET OF
BLJ/1../)/NG OR STRITT AREAS AND R£PLACfO v.,rn PROPERI. y COMPACTfO SOILS. IN on-;rn AREAS. THE PIPE: 'MU. OE: PLUGGED 'M1H CONCRfTE OR
REMOVfD AS APPROVfO 8Y THE CITY ENGINEER.
32. THE CONTRACTOR SHAU. VERIFY Tl-IE LOCAnON OF ALL EXISnNG FACIUnfS (ABO\£ GROUND ANO UNDER GROUND) 'MlHIN THE: PRO..CCT SITE: sumctE:Nn.Y
(LOTS 169 TO 171) @'!>
AHfAO OF GRADING TO PERMIT THE: RfVISION OF rnE GRADING Pl.ANS IF IT IS FOUND Tl/AT rnE: ACIUAL LOCA TIO/IS ARE IN CONFIJCT 'Mn-1 THE: PROPOSfD OORK.
4. A RIGHT-OF'-WAY PERMIT FROl,I 1HE CITY ENGll!£ER WILL 8E REQUIRED FOR ANY
tlt/RK IN THE: PUBUC RIGHT CF WAY. PRIO/f TO PtRI,// T ISSUANCE, A
C[RTIFICA TE OF INSURANCE MUST BE F7LEO NAMING 1Hf CITY OF CARLSBAO AS
AN ADDITIONAL INSUREO ON THE PERMITTEf'S POUCY IN THE MINIMUM AMOUNT
OF' $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANCE
COMPANY 'M?JTING Tiff POUCY MUST HAVE A RAnNG OF 'A" ANO A SIZE
CA 'ff:GORY Of' ctASS V AS ESTABUSHED 8Y 'BESTS' KfY RA TING GU/Df.
JJ. THf CONTRACTOR SHAU. NOTIFY AfffCTEO U71UTY COMPANIES (Sff BEi.OW} AT LEAST TIit) (2) FULL WORKING DAYS PRIOR TO STARnNG GRADING NEAR THEIR
FACIUnfS ANO SHALL COORD/NA TE THE: IIORK 'Mnl A COMPANY R£PRfSENTA Tl'-£
UNDERGROUND SERVICE ALERT 1-800-422-41JJ CITY OF CARt.SBAO (STRITTS <I' STORM DRAIN)
SDGJlf f. SQO-660-734J CITY OF CARLSBAD (Sfl\£R,WA7ER <I' RECI.A/1,/ED WAIER)
!!5-C. 1-80C-892-012J
ADELPHIA CABLE COMMUN/CA nONS (760) 438-7741
COX COMMUN/CA nONS (760) 808-9809
(760) 434-2980
(760) 438-2722
S. UNLESS D<EI.IPTfO BY srcnoN 301.(b)5 OF THE: UNIFORM 8UIU)/NG CODE;
RETAINING WALLS OUTS/0£ CF PUBUa RIGHT OF WAY RfQUIRE SEPARATE
PtRMIT'S FRQl,I lHE 8Ull.D/NG DEPARTMENT. J4. PERMIT COMPUANCf REQUIREMENTS:
~-NO tlt/RK SHAU. COMMENCE UN111. AU. PERMITS HA 1£ fiffN ()l)TAINED FROM THE
CITY ANO OTHER N'PROPRIA TE AGENCIES.
7. N'PROVAL CF nlESC Pl.ANS BY THE: CITY ENG/NITR OOfS NOT AUnlORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIi. rnE PROPERTY OIINER'S PERMISSION
HAS BEEN ()l)fA/NEO AND A VALID GRADING PERMIT HAS fiEEN ISSUED.
8. NO REVISIONS IIILJ. BE MAD£ TO THESE Pl.ANS v.,rnouT THE: WRITTE:N APPROVAL
OF rnr CITY ENG/NITR, NOTfD 'MlHIN THE RCVISION 81.0CI<, ON THE
N'PROPRIA TE SH££T OF' THE: Pl.ANS AND THE nTl.£ SHEET.
9. ORICINAL DRAIIINGS SHAU BECOI./£ rnr PROPERTY OF' rnf CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
A. FOR CONTROCLED GRADING-THE N'PUCANT HIRES A CIVIL ENGINITR, SOILS ENG/Ne.ER, ANO/OR GE:.OCOG/ST TO GIVE TfCHNICAL ADVICE, OBSfRI,£ ANO
CONTROi. Tiff l'ltJRK IN PROGRESS {15.16.120A.8./ CARLSBAD MUNICIPAL COOC
8. PRIOR TO FINAL N'PROVAL CF A GRADING PtRMIT-THE FOi.LOWiNG REPORTS MUST 8€ SUBMITTED TO THE: CITY ENGINITR v!A THf PRO..£CT INSPECTOR
{1~. 16.120A. 10/ CARLSBAD MUNICIPAL CODE::
(I) FINAL R£PORT 8Y SUPERVISING GRADING ENG/NE[R STA nNG AU. GRADING IS COMPUTE. All tROSION CONTROi... SI.OPE Pl.ANTING AND /RR/GA TION
ARf INSTALLED IN CONFORMANCE W/111 CITY COOF: ANO TH£ APPROVED PLANS (OBTAIN SAMPLE OF COMPUANCE LETTER FROM CITY ENGINEER DEPAR™ENT).
(2) AS-BUILT GRADING Pl.AN.
(J) R£PORT FRO/,/ rnE SOILS ENGINEER, ~/CH INCLUDES RECOMMENDED SOIL BEARING CAPAClnES, A STA Tfl.lENT AS TO THf EXPANSIVf QUAUTY OF' THf
SOI~ ANO SUMMARIES OF FIELD AND LABORATORY TfSTS. THE: R£PORT SHAU. ALSO INCLUDE: A STATEMENT 8Y THE: SOILS ENGINITR THAT THE: GRADING
WAS DONE: IN ACCORDANCE 'Mnl rnE: REQUIRE:MENTS ANO RECOMMENDA nONS OUTLINED IN nlf PRfl.JM/NARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO.
( 4) REPORT VrllH AS-8UIL T GEOLOGIC PLAN, IF REQUIRED 8Y Tiff CITY. 111 THE: ORIGINAL DRA'MNG SHAU. /JC RfVISfO TO RUl.ECT AS-BUil T CONDITIONS BY THf
ENGINEER-OF-IIORK PRIOR TO FINAL ACCEPTANCE CF THE l'ltJRK 8Y THE CITY.
,,, ACCESS FOR FIR! ANO ornrn EMtRGENCY 1/fHIC/.ES SHALL BE MAINTAINED TO
35. UN1.£SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED Vrlnl/N ONE: (1) YEAR AFIER THE: CITY ENGINEER'S APPROVAi. Tlf£5f PLANS MAY EJf RfQUIREO TO 8f
RESUBMIT/f.0 FOR PI.ANCHECK. PLANCHECK ms 'ML~ 9E: REQUIRED FOR ANY SUCH RfCHECI(. , 1 THE: PRO..CCT SITE AT AU. TIMES OUR/NG CONSTRUCTION.
12. ~ER( TRENCHfS ARE Vrl1HIN CITY EASEMENT5, A SOILS REPORT COMPRISED
CF: (A) SUMMARY SH££T, (B) LABORATORY WORK SHITTS ANO (C) COMPACn0/1
CURI£.\ SHAU /JC SUBMITTfD BY A PROffSSIONAl ENGINITR OF 1'-IE: STA 1E" OF
CAUFORN/A, PRINCIPALLY 00/NG BUSINfSS IN nlE FIELD OF APPUEO SOILS
36. rnE: SOI!-~ REPORT mJEO u,~ ~sf ... ~~ ~ ~~d~' ~•"'!, G'-'J,. ~ I.Ac ....A,.,,_ i, t..t. rw_11af .._, 1110.,-~, -rr"'I 1+,JAO<'f
ALL GRADING SHALL BE: DONE: 1N ACCORDkCE m THE: RECOMMENDA nONs
MECHANICS. nlf SOILS REPORT IIILJ. Bf SUBMITTfD TO THE CITY ENGINEER/NG
INSPfCTOR VrlTHIN rntl (2) l'ltJRKING DAYS OF THE: COMPLfTION OF FIELD TfSTS.
1J. A SOILS COMPAcnoN R£PORT AND COMPLIANCE VER/RCA nON REGARDING
ADHERfJICE TO RECOMMENDATIONS OUTLINED IN nlE SOILS R£PORT IS REQUIRED
PRIOR TO nlf ISSUANCE OF A BUil.DiNG PERMIT. AU. CONTROCLED GRADING
SHAU. BE DONE: UNDER THC DIRECTION OF A PRITTSSIONAL ENGINEER OF Tl-IE:
STA TE: OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN 1HE FIE1.D OF N'PUEO
SOILS MECHANICS. ALL Fill OR FU7URE F7LL ARV.S SHAU. BE CONSTRUCTEO IN
ACCORDANCE 'MIii THE CITY OF CARLSBAD STANDARD SPECIFICAnONS ANO THE
• [ARTHl'ltJRK SPECIF/CA nONs • ATTACHED TO Tl-IE PREUMINARY SOILS
INVEST/GA TION. DAIL y FIEU) COMPAcnoN R£PORTS 'MLL BE SUBMITTfD TO THE
PRO..£CT INSPECTOR.
14. A PRfCONSfflUC11/JN Mff71/IQ SHA{ L BE HF1 Q A r U:1£ SIT( PR/QR 7Q THE
BfG/NNING 0( 'Ki8I< ANO 5//Alt 8£ A UfNOEO B'f All RfPRESfNTA UlifS
RfSPONSIBt.£ FOR CONSTRUCnOM INSPECTION. SUPERWSION. TfSTING ANO ALL
~ CONTRACTOR SHAL~ SCHEDUL; rm MEE:nNG
111ROUGH THC PERMIT CLERK 760-4J8-J891) AT LO.ST Fl\£ (5)
IIORK/N(J DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA 'MNGS
MU~T fJE A VAILABt.£ PRIOR TO SCHEDUUNG. THC GRADING PERMIT 'MLL 8£ PROVIDED
BY THE PRO.ECT INSPECTOR AT THE MITT/NG.
1.1 ALL /NSPEC11/JN RFOUE:STS omra THAN FOR PR[CONSTRUCUON 1./ffUNG Wt 8£
1.1~0£ B'f CAI UNG Tl/£ ENGINEFRING 24-:HQUR INSPIT110N RfQUEST I IN£ AT
f76ol 4JB-389t INSPEC71QN REQUESTS A/UST BE RECEl',f;Q PRIOR 7Q 2: QQ P.t,t.
ON THE: DA y BEFORE THE INSPEcnoN IS NEEDED. INSPECnONS IIILJ. BE MADE:
THE NEXT WORK DAY UNLESS YOV RfQUEST OTHERWISE. REQUEST'S MADE: AFTfR
2: 00 P.M. IIILJ. 8£ SCHEDULED FOR rntl (2) F1.JU. WIJR/( DA 'rS LA ID!.
1& THE OIINER ANO/OR APPUCANT THROUGH THE DEVEL<Y'ER AND/OR CONTRACTOR
SHAU. DES/r;N, CONSTRUCT ANO MAINTAIN ALL SAffTY OEWCES, INCI.UOING
SHORING, ANO SHAU. 8E SOLa Y RESPONSIBLE: FOR CONFORMING TO AU. LOCA~
STA TE ANO FEDERAL SAFETY ANO HEAL rn STANDARDS, LA ws ANO RfGUI.A nONS
,,. /HE CONTRACTOR SHAU. CONFORM TO LABOR CODE: srcnON 6705 BY SUBMlmNG
A DE:TAII. Pl.AN TO THE: CITY ENGINEER AND/OR CONCERNED AGENCY SHO'MNG
THE DE:SIGN Of" SHORING, 8RACING $/..OPING OR 01HER PROVISIONS TO 9E MADf
OF' l'ltJRKER PRO'ff:CTION FRO/I THE HAZARD Of" CAVING GROOND DURING THf
fXCAVA nON OF SUCH TRENCH OR TRENCHES OR DURING 111E: PIPE INSTALLATION
rntREIN. THIS Pl.AN MUST 8E PREPARED FOR ALL TRENCHES FIVE FITT (51 OR
MORf IN OE:Pnl ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCA VA nON. IF IH! PLAN VAR/ES FRO/I TH! SHORING S)SIE/J
STANDARDS ESTABUSHED BY THE: CONSTRUCTION SAffTY omfo nn.E 8
CALIFORNIA ADMINISTRA n',( CODE. 111€ PLAN SHAil 8£ PR£Pl1lf,_ BY A
REGISIERfQ (NG/NEER Ar THE CONTRACTORS EX['[NSE. A COPY OF 111E OSHA
fXCAVA nON PERMIT MUST BE SUBMIT/f.O TO THE INSPECTOR PRIOR TO E:XCA VA llON.
18. NO BLASTING SHAU. /JC PERFORMED UNTIi. A VALID BLASTING PERMIT HAS BITN
08TAINEO FRO/,/ THE: CITY OF CARLSBAD. SU8MIT APPUCA noN FOR BLASTING PERMIT IIEU IN ADVANCE OF THE SCIIEDUUNG OF Bt.ASnNG OPtRA TIONS.
19. IF' ANY ARCHAEOCOG/CAL RESOURCES ARE DISCOVERED l'IITHIN ANY WORK ARV.
OUR/NG CONSTRUCTION, OPERA nONS 'MLL CEASE /1,/1,/f/)/A IR r, ANO rnE:
PtRMITTEE 'MLL NOTIFY THE CITY ENGINEER. OPERA nONS WILL NOT RESTART
UNTIL THE PERMIT/f.E HAS RECE/\£0 WRITTEN AUmoR/TY FROl,I 1HE CITY
ENGINEER TO DO SO.
20. All OPERA nONS CONDUCTfO ON 111£ SITE: OR ADJACENT 111ERETO, INCLUDING
WARMING UP, R£PAIR, ARRIVAi, D£PARTURE OR OPERA TIO/I OF' TRLJCl(S,
[ARTIIMOWNO fOU/Pl,/IJ./T, CONS'/l?fJCTION fOUIP/.JlNT ANO ANY OTIIER ASSOC/A 7f:0
GRADING EQUIPI.IENT SHAU. 8£ LIM/TfO TO THE: PERIOD 8ETllffN 7:00 AM. AND
SUNSET EACH DA r, MONDAY THRU FRIDAY ANO NO EARTHMOWNG OR GRADING
OPERATIONS SHALL 8£ CONDUCTfO ON l\£EKENDS OR HOUDAYS. (A UST OF CITY
HOUDA YS IS AVAILABLE AT THE fJIG/NEtRING DEPARTMENT COUNIER.)
21. AU aT-S/~ HAUL f/0/JTES SHAfL BC SUBMIT7f0 BY me CONIRACTOR ro M C/1'(
ENGINEER Fi APPROVAL TIM'.) (2 FULL WORKING DAYS PRIOR TO BEGINNING OF' WORK.
22. IMPORT MA TO?IAL SHAU. /JC OBTAINED FROM, ANO WASTE: MA TO?IAL SHALL Bf
DEPOSITED AT, A SITE N'PR0\£0 8Y nlE C1TY ENGINEER. TH£ CONTRACTOR
SHALL 13( RESPONSIBI,.£ FOR ANY DE9RIS OR DAMAG( OCCURRING AWNG THE HAUL
ROUTfS OR ADJACENT STRfETS AS A RESULT CF THE GRADING fX'[RATIIJN.
2J. BRUSH SHALL 8£ RE:MOVEO QM. Y WITHIN THE: AREA TO BE GRADED. NO TRITS ARE:
TO /JC REMOVED UM.ESS SPEC/FICAU. Y NOTEO ON rnE Pl.AN.
24. ALL AREAS SHAU. BE GRADED TO DRAIN. GRADING RfSUL nNG IN Tiff PONDING OF
WA TfR IS NOT PERMITTED.AU. EARTHEN SWALES ANO DITCHES SHAU. HA 1,£ 1,r MIN. SI.OPE
2.1 111ESl Pl.ANS ARf SUB.£CT TO A SIGNED ANO N'PROVfO SfT OF EROSION
CONTROi. Pl.ANS. tROSION CONTROC SHAU. 8E AS SHOWN AND AS APPROVED BY
1H€ C1TY ENGINITR OR AS 0/RECTfO BY THE: PRO..£CT INSPECTOR.
2& ALL SI.OPES SHAU. 8£ TRIMMED TO A FINISH GRAD£ TO PROl)UCE A UN/FOR/,/
SURFACE ANO CROSS SECTION. THE SITE SHAU. 8£ LEFT IN A NEAT ANO
ORDERLY CONOfnON, All STONfS. ROOTS OR ornER OEBFIIS SHAU. BE: REMOVED
AND DISPOSED OF' AT A SITE APPR0\£0 OF BY 111E CITY ENG/NITR.
27. ALL Sl.OPfS SHALL 8€ IRRIGA 'ff:0, STABIUZEO, PLANTfO AND/OR H'tVROSEEDED
'Mnl/N TEN (10) DA I'S OF THE TIME 'M-IEN EACH SI.OPE IS /JROOGHT TO GRADf
AS SHOWN ON THE N'PROVEO GRADING Pl.ANS.
211 t.ANDSCAPING SHALL 8£ ACCOMPLISHED ON ALJ. 51.0PE:S AND PADS AS RfQUIRfO
BY THC CITY OF CARLSBAD LANDSCAPE MANUAi, rnf LANDSCAPING Pl.ANS FOR
lHIS PRO..£CT, DRAVrlNG NO. J77-JI., AND/OR AS DIRECTED BY 111f CITY
ENGINEER OR PLANNING DIRECTOR.
CONTRACTOR'S NOTE
AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORr.
'DECLARA T10N OF RESPONSIBLE CHARGE'
I HEREBY DECLARE: /HAT I AM THE: ENGINEER OF WORK FOR THIS PROJECT, THAT I HA\£
EXERCISEO RESPONSIBLE CHARGE: OYER THE: DESIGN OF THE: PROJECT AS DEFINED IN
SECTTON 6703 OF THE: BUSINESS ANO PROFESSIONS CODE:, AND /HAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTANO THAT THE: CHECK OF PROJECT ORA WINGS AND SPECIF/CA noNS BY THE
CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY ANO DOES NOT REL/EYE ME:, AS
ENGINEER OF WORK, OF MY RESPONSIB/JTTES FOR PROJECT DESIGN.
FIRM: PROJECT OESIGN CONSULTANTS -----------------
ADDRESS: --'7'-'0"'-1-'BC....CS-'C1RC.C£CCCE-"T.'-"'SU"'l-'TE:'-"BOO"-'------
CI TY, STA TE:: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 2J5-IS471
R.C.E. NO. 42951 ---------------REG/S1RA TION EXPIRA noN DA TE: OJ-31-06 __c..c.._.c.,_-'-'-----
son..s ENGINEER'S CER17FICA TE
,. Jd/l_lJ. !l,., t,,, Le,,ll_..,'ktc. , A REG/STEREO CIVIL ENGINEER OF m,:
STA TE: OF CAUFORNIA, PRINC/PAU 'foo!NG BUSINESS IN 111£ FIELD OF APPL/£0 SOIL
MECHANICS, HEREBY CERTIFY nlAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT W/1HIN n-1/S SITE: WAS MADE: 8Y MF: OR UNDER MY DIRECTION R[t,'rL" TH€,.,,_,/
DATES OF ~<:'"'--I, ZI'«' ANO &,,.., .. ~
TIIO (2) COMPLETE COPIES rJF 1H£ SOILS REPORT COMP/LEO FROM THIS STUDY, VrllH MY
RECOMMENOAnONS. HAS BEEN SUBMITTED TO THE: OFFICE OF 111E: CITY EN-.GINEER. __
I// ,1 r?/ ~~~tSSIO,t~
$GNE{): A.iM-,{J r:1.(_ DAit: .J'"-/J-~,~ ~~~
WILLIAM OAV10 OLSON ~ rto. ~283 t\~
R.C.€. NO.: 45283 UCENS£ E:XPIRAnON DAit: 09/30 -. dJ..lc.. ;;;:
-II .. /*
OWNER'S CERTlFICA TE: ~,>f o~~~
I (11£) H[Rf8Y Cf/WFY TIIA T A RfCISTEREO SOILS ENGINU:R OR GEOCOG/ST HAS BEEN lll[L BE
RETAINED TO SUPERVISE 0\£R-AU. GRADING ACnVITY AND ADVISE ON 111f COMPACTION ANO
STABIUTY ( " rn,s SITE.
f
OWNER/DEVELOPER
AME::
'lie&~
Tlllf.
NOit:
NAME::
AODRE:SS:
PHON(:
GREYSTON€ HOMES
1525 FARADAY A VENUE, SU/It JOO
CARLSBAD, CA. 92008
(760) 918-7765
111£ CONSTRUCTION OF UNDERGROUND FACIUnE:S SHALL NOT BEGIN UNTIL A LETTER
HAS BEEN SUBMITTED TO THE CITY ENGINEER FROM 1H£ SOILS ENGINEER STA nNG
111F: SF:ffiEMENT FROM ROUGH GRADING IS COMPLE:TE.
BRESSI RANCH REFERENCE DRAWINGS
SfE ORA WING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STRITT IMPRO'vEMENT Pl.ANS.
SE:£ DRAWING NO. 400-BA FOR MASS GRADING ANO EROSION CONTROi. PLANS.
SE:£ ORA WING NO. 400-BC FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS.
Sff DRAWING NO. 41J-8 FOR BRESSI RANCH RESIOENnAL IMPRO'vEMENT PLANS
SE:£ DRAWING NO. 413-BA FOR BRESSI RANCH RESIDENTIAL GRADING PLANS
l
r;j
'
VIC/NfTY MAP
NOT TO SCALE:
SHEET INDEX
. . . Tl 7LE SHIT T
PROJECT
SITE ~-,~-~
OINSfmA
LANf
SHEE:T 1.
SHEET 2.
SHITT J ...
. KEY MAP, DE:TAILS. SPECIAL N07tS
. PLAN VIEW
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHO'IIN ON /HES£ PLANS WAS GO/ERA TED BY PHOTOGRAMMETRY
___ ME/HOOS FROM INFORMATION GA111ERfD ON MAY 1' 1998
___ 8Y SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOIJRS
PER OIIG. NO. 400-BA.
TOPOGRAPHY SHOWN HER[ON CONFORMS TO NA noNAL MAP ACCURACY STANDARDS.
BASIS OF BEARING
111£ BASIS OF BEARING FOR 1111S SURVEY IS THE: CALIFORNIA COORDINA 7t
Sl'SIDI, NAO IIJ, ZONE ~ AND WAS ESTABLISHED 8EntfEN STA TrON NO.
V-2002 PER R.0.S. 1402J ANO STATION NO. SOGPS-41 ESTABLISHED BY
1HF: COUNTY OF SAN DIEGO PER SAN 0/EGO COUNTY HORIZONTAL CONTROL
BOOK, 1.£, N88'54'05'W.
/HE COMBINED SCALE: FACTOR AT STAnON V-2002 IS 0.999944419. GRID
DISTANCF: = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL ME:.ASURED
DISTANCfS SHOWN HEREON ARE: GROUND DISTANCES. /HE MAPPING ANGLE:
AT STAnON V-2002 IS -0'32'51.881'
QU07t0 BEARINGS FROM RfFERENCE MAPS/DEE:DS MAY OR MAY NOT 8€ IN
TERMS OF SAID SYS7tM.
LEGAL DESCRIPTTON
LOT 8 OF CARLSBAD TRACT CT 00-06 IN IH[ CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STA 7t OF CAUFORNIA ACCORDING TO 111E MAP IHEREOF NO.
14600. FILED IN THE: OFFICE OF 111E COUNTY RECORDER OF SAN DIEGO
COUNTY ON MAY 29, 200J, ANO 111€ REMAINDER LOT OF CARLSBAD TRACT NO.
02-14 UNIT NO. JIN /HE CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STATE:
OF CALIFORNIA, ACCORDING TO MAP 1HEREOF NO. 14774, FILED IN TTiE: OFFICE:
OF /HE COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 29, 2004. 111/S
Pl.AN SET INCLUOES ONLY LOTS 169 TO 171.
PROJECT LOCA 110N
1111S PRO.ECT IS LOCATED Vr1111/N ASSESSORS PARCEL NUMBER(S) 213-122-01
1H€ CAUFORN/A COORDINA 7t INDE:X OF IHIS PRO.ECT IS: 1990-6252
SPECIAL NOTES
THE FOCLO'MNG NOTfS ARE PROVIDED TO GI\£ OfRECnONS TO THE CONTRACTOR BY THE ENGINEER
OF WORK. THC CITY ENGINEERS SICNA 7URf ON THESC Pl.ANS DOES NOT CONSTIIUTE APPROVAL OF
ANY OF 111ESE: NOTfS AND THE CITY IIIU. NOT 8f RfSPONS/Bt.F: FOR THEIR ENFORCEMENr.
1. THf LOCAnoN OF DI/STING UmJTlfS ARf BASED ON AVAILABLE: RECORD INFORMATION. CONTRACTOR
SHALL 1/fRIFY 111f LOCATION AND El.EVAnoN OF' AU. EXISTING FACIUnES (ABOVfGROUND ANO
UNDERGROUND) 'MlHIN rnE: PRO..CCT SITE. 111/S 'ltORK SHALL 8£ PERFORMED sumCJEN)l Y NIEAO
OF CONSTRUCnON TO PERMIT CITY APPROVAL RfVIS/ONS TO 111f CONSTRUCnON Pl.ANS IF AC7UAL
LOCAnONS ARf FOONO TO 8E IN CONFLICT 'Mm Tiff PROPOSED HORK. CONTRACTOR SHALL NOnFY
ENGINEER OF OORK OF ANY CONFIJCTS OR ANY ornrn ununE:s ENCOUNTERED PRIOR TO PROCEEDING
'MIH CONSTRUcnoN.
2. CONTRACTOR SHAU. TAKf PRfCAUnONARY 1,/fASURE:S TO PROTECT THE unuTY UNES SHOWN ANO
ANY 0111ER UNES NOT OF' RECDRO OR NOT SHOWN ON TlffSE PLANS. ANY PAVEMENT OR OTHER
EXISTING SURFACf IMPROVEMENTS OAMACEO BY CONTRACTOR SHALL fJE REPI.ACED AS RfQUIRED BY
THE: CITY OF CARLSBAD [NG/NEERING DEPARTMENT.
J. SAffTY PRECAUnONs ANO ADEQUATE /JARRICADING TO BE IN FORCE BY nlf CONTRACTOR AT ALL
TIMES. NE/rnffi THE O'IINER NOR nlf ENGINEER OF' IIORK 'MU. ENFORCE SAffTY MEASURES OR
REGULA nONS. THf CONTRACTOR SHALL 0£S/GN, CONSTRUCT, AND MAINTAIN ALL SAFETY OE:VICES.
INCLUDING SHORING, ANO SHAU. BE SOUl Y RESPONSIBLE FOR CONFORMING TO ALL LOCA4 STA IF
ANO FEDERAL SAffTY AND HEALnl STANDARDS, LAWS AND REGULATIONS.
4. AU. LENGTHS AND DISTANCES FOR IMPROVEMENTS SHO'IIN ON THESE PLANS ARE: MEASURE:0 IN A
HORIZONTAL PLANf.
5. THE DISPOSAL OF AMY ASBE:STOS CEMENT P/Pf SHALL Bf IN COMPLIANCE 'MTH AU. CURRENT LOCA~
STA 'ff ANO FEDERAL REGULA nONS.
6. 1HE l'ltJRK TO Bf OONf SECnON ON rn,s SHEET LISTS THE STANDARD SPECIF/CA noNS ANO ORA 'MNGS
USfO OUR/NG rnE: IMPROVEMENT PLAN/ GRADING Pl.AN DESIGN. nlESE Pl.ANS HA\£ BEEN PR£PARED
IN ACCORDANCE 'MIii THf CURRENT EDlnONS OF' THf STANDARD SPEC/FICA noNS AND DRAIIINGS IN
EFFECT ON Tiff OA IF OF nlE SIGNA 7UR€ BY THE: ENGINEER OF HORK.
AIR OUAUTY NOTES
I. AU CRAOING SHAil. 8£ OfJ'I£ IN COAfPIJANCE 111TH Sl)APCI) ANO CAR8
STANOAR[)S ANO REQ/JIRDl£NTS ANO 0/JST CONTRa. STANOARfJS IN Till£ 24
<Y THE CAIJFORNIA AIJMIN/STRA 170N COO£.
2. WATERING C¥'" THE CRAOING Sil< SI/All TAK£ Pl.ACE BEFORE ANO 0/JRINIJ
IJIIAOINO CY'ERATIONS TO MINIAI/Zf 011ST GENtJIATKK'(. A WATER TRI/CK SI/All.
8£ REQ/JIRED TO 8£ ON Sil< AT AU TIAIES ro TH£ SAnSFACTIOH (Y THE
Cl Tr ENGINEER
WORK TO BE DONE:
THE GRADING WORK SHAU. CONSIST OF nlf CONSTRUCTION OF ALL CUTS AND F7LLS.
DRAINAGE FACIUTlfS, EROSION CONTROi. FACIUTIES. ANO PLANTING OF PERMANENT
LANDSCN'/NG ANO PR£PARA noN OF AS-8U/LT GRADING Pt.ANS. ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THf CITY STANDARDS, SPEC/FICA TIONS,
REQUIREM£NT5, RfSOCUnONS AND ORDINANCES CITfD ON rnESE PLANS.
1HE GRADING IIORK SHALL Bf PERFORMED IN ACCOROANCf 'MlH 1Hf FOi.LOWiNG
DOCUMENT5, CURRENT AT THE TIME OF CONSTRUCnON, AS DIRECTED 9Y THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. /HIS SET OF PLANS
4. RfSOCUnDN NO. 5#i1 AND 5464 DA 1£0 S£PTfl./8[R 17, 200J.
5. M STANDARD SPECIFICATIONS FOR PUBUC I\ORKS CONSTRUcnoN (GREEN BOOK)
6. SOILS R£PORT ANO RfCOMMENDATIONS 8Y PACIFIC SOILS DATfD 10/17/97 AND AODENOUM OATfO 08/01/01.
7. THE: SAN DIEGO AREA REGIONAL STANDARD ORA 'MNGS AND AS MAY 8£ MODIFIED /JY THE
CITY OF CARLSBAO STANDARDS.
RIM=693.9
Fl.=69J.o ~..--
r:' I
no--¢
H+-(D ~-g
-----<@
--w--
--s--
--,,-v-__ \L __ -------
-II--11---
l I I I I I I I I I l I I I l I I l I I I I l I I I I I I I I I
+++ta+++-
-0>----<0>----<0>----
•••••••••••
-0----<0>-----
--o...---f□l----Ll · "·
AIR CONDlnON/NG PADS
SWALF: (I Jr MIN.)
SWALE HIGH POINT 'Mnl Fl.OW
UN€ EUVATI0/1
ARV, DRAIN Vrlnl RIii ANO PIPE
Fl.OW UN€ filVA TTO/IS
CURB INLET
STORM DRAIN PIP£
STORM DRAIN BOX (CLEAN OUT
OR TYPE 'F" INLET)
STREET LIGHT
FIRE HYDRANT
WA 7ER LATERAL
WA1ER MAIN ,,.
SEl\£R LA TfRAL
Sfl\£R MAIN
... TOP/TO€ SI.WE:
SUBDIVISON BOUNDARY
AN/SH GROUND CONTOURS (PER
GRADING Pl.ANS)
DAYLJGHT UN€
RETAINING WAU. TYPE: PER Pl.AN
( SEPARATE PERMIT REQUIRED)
5'-o" HIGH WOOD FENCE
5'-o" HIGH WOOD GATE
5'-0' HIGH TUBULAR STfEl FENCE:
IS'-7' MASONR'f PILASIERS
5'-6' MASONR'f WALL .
5' WROUGHT IRON FENCE 111111
JxJ POST ANO DECORA n'.f: CAP
s• ENHANCED l\000 FENCE
IIOOO FENG€ AT RfTA/NING WALL
DRIVEWAY
STEP TO GARAGE:
GAS SERVICE
8. THf CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS ANO SPECIF/CA noNS
FOR WA )"[R, SfllE'R ANO REctAIMEO WA IER.
ISJ .
[I]
()
............. ELECTRICAL TRANSFORMf.R (SOGI! J421)
9. THf CAUFORNIA D£PAR7MENT OF TRANSPORTA nON, "MANUAL OF TRAFFIC CONTROI.S FOR
CONSTRUCTION ANO MAINTENANCf l'ltJRK ZONES-.
10. THE: CAUFORNIA DEPARTMENT OF TRANSPORTA noN STANDARD SPEC/FICA noNS
DOCUMENT NO. 769692.
fl. TTiE CAUFORNIA D£PARTMENT OF TRANSPORTATION STANDARD PLAN,
OOCUMt:NT NO. 769691, ,2. 111[ STOR!I WAIER POCLunoN PRE\f:NTION Pl.AN (SWPPP) PREPARm 8Y
POC DA TED APRIL 2004.
EARTHWORK OIJANTfTIES
CUT:
FILI:
IMPORT:
EXPORT:
REMEDIAi:
150CY
0 CY
O CY
150CY
D CY
NOit: n-;,: ABO\£ QUANT/TIE:$ AR£ FOR
BONDING PURPOSES OM.. Y ANO SHOULD
NOT BE USED FOR FINAL PAY QUANnTIES
These As-Built Prec!H Gradiri; ?!~ onty ~&presant'tf'9
as-built coriditiqn for pa.d elevations {letter
dated 4/21/04 I fin;,oh floo,
elevatior, (:ette1 dat~ 0.A-,
and dra,n,.ig, swaie !oc.ah>r,~ (let:e"
dated 2./l'!J{OS I. b!! 4 oo
survey field shat! tal<ar, at ttie cofrlple!lon o1 aaor, o41bese
construction stages lllE)' do not rep,esent ttie as bulk
con<ffl:ions fo, any :Jthar ilams shewn on these p1ans on
private property (ouls:ide of the put.tic right-of-Nay}
PRIVATE CONTRACT
ABO\£ GROUND .
............. filCTIIICAL HANOHOCE (SDGt JJ12)
BELOW GROUND
QUANTITY UNIT
J
385
12
J
EA
lF
EA
EA
E:A
...,
---..... ,, .. ,
. . fl.ECTRICAl/CABt1/PHON£ RISER$
. . . F/8[R ROI.LS
. . . J' P\.C YARO DRAIN
· · GRATE INLET5, 4 • NOS A TR/UI,/ DRAIN
OR N'PR0\£0 E:.QUAL
· · SIDEWALK UNDERDRAIN Pf.R 0-21
· · · GRA la at'•S.M BAGS 450
6 fA · ~ --· · · · · · · · · · · · · · · · · · • · · · J" PVC YARD 0/1AIN CLEAN O<Jr' / NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS UNLESS OTiiERWISE INDICATED.
PLANNING DEP "'· ... ,,_ -. ().'
(SIGNTI:>)
RTMENT APPROVAL
DATE: ~/ lptt
~HAEL J. HOLZMILLER, PLANNING DIRECTOR ~~ DATE:Ot/0(/~
(SIGNED) ~ ~
RECOMMENDED BY: l.lt:
PRINT NAME)
"AS BUil T"
~ -e, <'4'.. :::Z-..)J."'!.tf!>Jl
DATE RCE 4~\i,I', EXP. IZ·!t-o!,'
t----t---+--------------+---+---+---+---11 sH,ET I c~~NE~NG~~~~~N~D rn :==~==:::::::::=:::::::::::::::::::::::::::::::::::::~:::::;:::::::::
UNAUll-lORIZED CHANGES &: USES: TI-,e engineer preparing
thes$ plan:, will not be responsible for, or Hobie for, unauthorized
changes to or uses of these plans. All changes to thei plan, must bei
in writing and must be approved by the preparer of these plans.
Colifornlo Council
of Clvl Engineer a
IMPORTANT NOTICII PROJBCTDESIGN CONSULTANTS
PRECISE GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 8
MODEL HOMES (LOTS 169 TO 171) & Land Surveyors
Construction contractor agrees that In accordoncs with generally acceptec::t construction
practice,, comtructfon contractor will bt required to assume sole ond complete responsibility fOf California Council
jol> silt condition, during the course of construction of the project including safety of all pernons •
and propertyi that lhl1 requirement shaP be rnodt lo opplf contin1.aously ond :wt Ot !imited to Of Cfvl Engineers
normoj working hour~. and construction contractor further agrees to defend, indemnify and hold & Land SlrveyorS
city of San Diego harmless from an,-on,j all liability, real or alleged, in conPection witli th•
performonc• of work on this project, e)(cepting liabllitf arising from tlie sole negligenc• of city of
Son Oiega profession~.
T:\En'}'\2407\PA8\Plot Plan\Pi8-l,lodel\2407_3_,\/o!tC1 dw9 '.;4/30/2004 12:30·38 P\/ PO:
Section -4-218/4217 of tht Government
Code requires that a Dig Alert Identification
Number b1 issued before a
"Permit \o El«:0v0!1" wil be vaUd.
Far your Oig Alert 1.0. Number CaU
Und~round Service Alert
TOI.L FREIi •800-421-4113
Two working day1 bafore you dig
l'LANNINo • .llNVJRaoiMENTA • .l!Nooo!l!Rl1'< • SUJM!Y IGl'S
701 l:l Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
BENCH MARK
DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SURVEY WELL ON
CEN7tRUNE OF fl. CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA llON NO. R1800 288+89 EC
f1£VA noN: 311.407 M.S.L. DATUM: N.G. v.o. 29 =:NGINEER OF 1¥:JRK REVISION DESCRIPTION
DATE INITIAL DA TE INITIAL
OTHER APPROVAL QTY APPROVAL
DWN BY:~ CHKD BY:
RVWD BY:
PROJECT NO.
CT 02-14 (.J)
EXPIRE' 12-J1-o, I
4,lry~'j', - ,
DRAWING NO.
41J-8t
11 I
J
N
KEY MAP LEGEND
PROJECT BOUNDARY
lOT l!NE
SHEET NO.
171 lOT NUMBER
MAINTENANC£/STORAGC NOTF:
WVlRACTOR lO PROWJC UAIN'/ENANC£/STOIIAGC
ANO WH:RETC WASH0/17 AR£A Pf.AN lO Tl-I£ C1TY
C¥" CARlSBAO PRIOR TO START C¥" CONSTRl/Cl/ON.
R/W
20'
1200
1o' lo'
-1
"
VIA~"I ______ ____..,,
KEY MAP
SCALE: 1• =1oo'
LOT SUMMARY
LOT ASSESSOR SHE PLAN 8ACKFI.OW FOIJNDAnON
NUMBER PARCEL I ADDRESS TYP£ PRE"vc:NTOR CA1EGORY
169 21J-150-04-00 2662 GARDEN HOUSE ROAD IC NO "'
170 21 J-150-05-00 2658 GARDEN HOU$£ ROAD JC ITT "'
171 2/J-150-06-00 2654 GARDEN HOU$£ ROAD 2A YE"S "'
"' SE£ FOUNDA nON DESIGN RECOMMENDA noNS ON SOILS REPORr NAMED • /NT£RII,/ AS-GRAD£()
REPORT OF ROUGH ANO AN£ GRAOING,MODEl. LOT COl.tPtDiES ANO PHASE I PROOOCTION LOTS •
PER LDGHTON AND ASSOC/A TES, INC. DA TEO APRIL 27, 2004.
R/W
~---smucTURAL SECnON TO 8£ DETERMINED
BY SOILS ENGINEER (MIN. SECllON 4• AC
oi,rn 5• AB) SIT STREEr NOTE NO. 1
MODIFIED ROLLED CURB 6o'
-
GARAGE
ARCHITECTURAL
POPOUr (VARIES)
PROPERTY UN£
TYPICAL POPOUT DETAIL
I
.... 1
I
I
FENCE DETAIL
PER LANOSCAPE
PLANS
J' MIN.
SIDEYARD DETAIL
NOT TO SCALE
,·-o· 1'-0·
SI.OPE VARIES, MATCH
ALLEY CROSS-SI.OPE
(2% MIN.)
~[ 2~ MIN, c..---
"'· " • ... ~
FT
. . . ' . .. . ' '.
I. 2·-0·
MODIFIED ROLLED CURB
NO SCALE
NOTE: SEE SDRSD G-4 FOR ADD/llONAL
NO TES AND OE TAILS.
RETAINING WALL
HEIGHT AND TYPE
SHO'MI ON PLANS
PAO ELEV
Pl
J" P\.'C YARD DRAIN Ar
ct Of SWALE UNLESS
OIHER'MSE SPECIFIED.
0.5" MIN
•'f---4'.l)r..,..---_ ,...,.~ _ _,_,___r-
FL ELEV PER Pl.AN DETAIL: RETAINING WALLS
NO SCALE
MODIFIED ROI.LEO CURB
SEC DETAIL /HIS SHEf:r SEE DtTAIL /HIS SHEET 5' M/N. 1-n,6.JJ f""":tii 5' MIN. 5' MIN.-
6.JJ' jl§.}J'
0.5' ACCESS
STRIP
R/W
.5'
UNDERCUr PER
SOILS ENGINEER'S
RECOMMENDA llON
PROPOSED PUBLIC ALLEY
TYPICAL SECllON
JO'
IJ'
.s r
ARKIN
10'
NO SCALE
60'
JO'
17'
TRA 1£1. 'ARK/
1J'
5'
R/W
0 . .5' ACCESS
STRIP
25% Lor 'MOIH
(5' MIN.} J;a
'
lo' MIN. t
t t
--1R -2R
i -~ I J
"-'"'
t
3R
I
bJ..d
" '-'IN I
PORCH SETBACK
R.O. w.
WALK SIOE
EROSION CONlROL NOTES:
I. IN CASE EMERGENCY IIORK IS REQUIRED, CONTACT JIM URBINA AT (760) 715-7712
(CEl.lULAR) OR KRISTIN£ ZORTMAN OF LENNAR HOMES AT (760) 918-776!5.
2. EQUIPMENr ANO IIORKERS FOR EMERGENCY '/>ORK SHALL BE: MADE AVA/LA81..£ AT
ALL nMfS DURING THE RAINY SfASON. ALL NECESSARY MA TER/ALS SHALL
BE STOCKPILED ON SITE AT CONVENtENr LOCATIONS ro FACIUTATE RAPID
CONSTRUCllON OF TEMPORARY DEVICES l!f/EN RAIN IS IMMINENT.
l DEVICES SHO'r\N ON PLANS SHALL NOT 8£ MOVED OR MODIFIED 'MIHOUT THE
APPROVAL OF /HE ENGINEERING INSPECTOR.
t /HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROC DEVICES TO '/>ORK/NG
ORDER TO /HE SA TISFACnON OF /HE CITY ENGINEER AFTER EACH RUN-Off
PRODUCING RA/NF ALL
!5. /HE CONTRACTOR SHALl INSTALL ADO/TIONAL EROSION CONTROi. MEASURES AS
MAY Bf REQUIRED BY THf CITY ENGINEER DUE TO UNCOMPl.£TEO GRADING
OPERA llONS OR UNFORESffil CIRCUMSTANCES l!f/lCH MAY ARISE.
& /HE CONTRACTOR SHALL BE RESPONS/EJL£ ANO SHALL TAKE NECESSARY
PRECAUllONS TO PREVENr PUBUC TRESPASS ONTO AREAS l!f/ERf IMPOUNDED
WATERS CRfA TE A HAZAROOUS COND/llON.
7. ALL EROSION CONTROi. MEASURES PROVIDED PER /HE APPROVED GRADING
PLAN SHALL BE INCORPORA T[f) HEREON.
8. GRADED AREAS AROUND THE PRO..£CT PERIMETER MUSr DRAIN AWAY FR0/,1 THE
FACE OF SI.OPE AT /HE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVf OEV/CfS SHO'r\N SHALL 8£ IN PLACE AT THE END
OF EACH '/>ORK/NG DAY l!f/EN THE F/Vf (5) OAY RAIN PROBABIUTY FORECAsr
EXCEED FORTY PERCENr ( 40X). S1!. T AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL
10. All GRA\fl BAGS SHALL BE: BURI.AP TYPE 'MIH J/4 INCH MINIMUM AGGREGATE.
11. SHOULD Gf:RMINA nON OF HYDROSEEDED SLOPES FAIL TO PROVIDE mrcnVE
COVfRAGE OF GRADED SlOPfS (90% COvfRAGf:) PRIOR ro NOVEMBER 15, THE
SI.OPES SHALL Bf STAB/UZEO BY PUNCHED STRAW INSTALLED IN ACCORDANCE
'MIH SECllON J!5.02J OF /HE EROSION AND SEDIMENT CONTROC HANOBOOK OF
nlE DEPARll.lENr OF CONSERVA nON, STA TE OF CAUFORNIA.
TEMPORARY EROSION CON'TROL
PLANTING AND IRRIGATION NOTES:
ALL PERMANENr ANO TEMPORARY [ROS/ON CONTR<J.. Pt.ANnNG AND
/RR/GA noN SHALL BE INSTAI.LfD ANO MAINTAINEO AS REQU/RfD IN
SECllON 212 OF /HE STANDARO SPECTFICATIONS AND THE FOI.LO'MNG:
A. HYDROSEEDING SHALL Bf APPUED TO:
1. ALL SI.OPES /HA r ARE GRADED 6: 1 (HORIZONTAL TO vfRllCAL)
OR STEEPER l!f/EN /HEY ARE:
a. IHREE FEET OR MORE IN 11£/GHT AND ADJACENr ro A PUBLIC
WALL OR STREET.
b. ALL SI.OPES 4 FEEr OR MORE IN HEIGHT.
2. AREAS GRADED Fl.A TTER THAN 6: 1 1'1/EN ANY OF /HE
FOLLO'MNG CONDITIONS EXIST: a. Nor SCHEDULED FOR IMPROVEMEJITS(CONSTRUCnoN OR
Gf:NERAl LANDSCAPING) 'MIHIN 60 OA YS OF ROUGH
GRADING
b. IOENTIFIED BY /Hf PARKS AND RECREAllON DIRECTOR AS
HIGHI. Y VIS/BL£ TO /HE PUBLIC.
c. HA VE ANY SPECIAL CONDlnON IOENllFIED BY /HE CITY
ENGINEER /HA r WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDEO AREAS SHALL BE IRRIGA T[f) IN ACCORDANCE MIH
THE FOI.LO'MNG CRITERIA:
1. ALL SI.OPES THAT ARE GRAOED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EtGHr FEET IN HDGHT SHALL BE /RR/GA TED BY HANO
WATER/NG FROlr/ QUICK COUPLERS/HOSE BIBS OR A CONVENllONAL
SYSTEIJ OF LOW PREC/PITA nON SPRINKLER //£AO$ PROV/GING
100% COVERAGE.
b. CREA TER /HAN 8 Frfr IN HEIG/lr SHALL Bf WA 7D?fO BY A
CONVENllONAI. SYSTEIJ OF LOW PRECIPITAllON SPRINKLER HEAOS
PROVIDING 100% CO\£RAGE.
2. AREAS SI.OPED LESS /HAN 6: 1 SHALL 8£ IRRIGATED AS APPROVED
CITY ENG/NE:U?, PRIOR TO HYDROSEEDING. /Hf DElflOPER SHALL
SUBMJr A PROPOSED SCHEME TO PROVIDE /RR/GA nON TO nlE ClrY
ENGINEER. /HE PROPOSAL SHALL Bf SPECIFIC REGARDING THE NUMBERS.
TYPfS ,t COSTS OF /Hf ELEMENTS OF /HE PROPOSED SYSTEM.
.l /RR/GA nON SHALL MAINTAIN nlE MOISTURE l.£VEl. OF THE SOIL Ar 1H£
OPnMUII l.£VEl. FOR THE GRO'KIH OF THE HYDROSEEOED GRO'KIH.
C. HYDROSEED/NG MIX SHALL CONS/Sr OF ALL OF THE FOI.LO'rl1NG:
1. SEEO MIX SHALL CONS/Sr OF NO LESS /HAN:
a. 20 lbs. PER ACRE OF ROSE QOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE or E SCHOOi. CIA CAUFORNIA
d. 4 lbs. PER ACRE OF ACHILLEA MIUEFOI.IA
1'. J lbs. PER ACRE OF AL YSSIJM (CARPEr or SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,<(e, ANO f OF /HIS SUBSECnON MAY BE OMITTED ON
LOCA nONS 'MIER£ THE AREA BEING HYDROSEEDED IS Nor VISIBLE
FRO/I f/THER A PUBUC STREfr OR RES/OENTIAL STRUCTURES.
h. /T[/,I a OF THIS SUBSECnON MUST BE INOCULA T[f) MIH A NITROGEN
FIXING BACTERIA AND APPUEO DRY f/THER BY DRWNG OR
BROAOCASllNG BEFORf HYDROSEEO/NG.
L ALL SEED MA TER/AlS SHALL BE TRANSPOR T[f) TO THE JOB SITE IN
UNOPENED CONTAINERS wm ll/£ CALIFORNIA OEPARTMENT OF FOOD
ANO AGRICUL 1URE CER11FICA 710N TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
TEW,ORARY EROSION CONTROL
PLANTING AND IRRIGATION NOTES:{C()NT,
2. TYPf 1 MULCH APPUED AT /HE RA TE OF NO LESS THAN 2000 lbs PER
ACRf.TYPE 6 MULCH {STRAW) MAY Bf SU8Sll1UTEO, ALL OR PART, FOR
HYDRAUIJCALLY' APPLIED FIBER MATERIAL 1'1/EN STRAW IS USED tr MUSr
Bf ANCHORED TO nlE SlOPE BY MECHANICALLY PUNCHING NO LESS
THAN 50% OF THf STRAW INTO THf SOIL
FORMED SURFACC
l FERnLJZER CONS/SllNG or AMMONIUM PHOSPHATE SULFA TE, 16-20-0,
'MIH 15% SWUR APPLIED Ar nlE RATE OF 500 lb .. PER ACR(.
D. AREAS TO BE HYDROSEEDED SHALL 8E PREPARED PRIOR TO HYDROSEEO/NG 8'1!
,. ROUGHENING THE SURFACE ro BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: I
b. HARROMNG AREAS 6: 1 OR Fl.A TTER /HA r ARE SUFF/CIENTI. Y FRIABI.£
c. RIPPING AREAS /HA r 11111 NOT BREAK UP USING ITOIS a OR b ABO\.E
2. CONDITION/NG THE SOILS SO /HA r tr IS SUITA/JL£ FOR PLANTING 8'1!
a. AD.JJSTING TH£ SURFACE SOit. 1,/0/STIJRE ro PROVIDE A DAMP
BUr Nor SA TIJRA TED SEED BED.
b. /Hf AOD/ noN OF SOIL AMENOMEN TS, PH AD.JJSTMENT, LEACHING
OR CO\£RING $AUNE SOILS ro PROVIDED VIABLE COND/nONS
FOR GRO'KIH.
E. HYDROSEEDEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GRO'KIH
UNnL THE PRO..£Cr IS PERMANENTI. y LANDSCAPED OR, FOR AREAS l!f/ERE
HYDROSSEOING IS THE PERMANENr LANDSCAPING, UNIII.. THE PRMCr IS
COMPl.£T[f) AND ALL BONDS RELEASED.
FIBER ROCLS ALONG
RIG/·lr OF WAY (±20)
f
8 ALI..EYL .
6/J'-
GARAGE \ 8----'
FT=100.0
RET. WALL
MIN. 1 % SWALf A l ;: A
F.F.
DEEPENED FOO TING
IF NEEOED
~-
25% Lor mDrn l l COMBINED (5' MIN.}•
•5' MIN.
AREA DRAIN (TYP) I l
~-t L -_J::::::::::::l
R.0.W.
8' MIN. Sl EWALK
25% LOT MOTH
COMBINED (.5' MIN.)
PORCH SETBACK CURB ,t GUTTER
SIT PUD DETAIL
i\-1'.A-2',A'-J'
OPllONAL WALL SI.OPE
OR Ar GRAD£ ---STREET SI.OPE
PLANNING AREA 8 MODEL HOUSES
TYPICAL LOT DRAINAGE ANO EROSION CONTROL, N. T.S.
5'
WOOOEN FENCE HDGH r
VARIES 0-11: IF NEEOEO
S/DEYARD FENCE
PAD
,:1 ~✓
TAIN/NG WALL
MIN.DISTANCE
TO FACE OF WALL
PROP. MIN. DRAINAGE
DISTANCE J' TO BLDG
F.F.
fl
SW,Lf I
5' IMIN.
J' MIN.I
NO SCALE
SWALE
5' MIN.
NOTE: DEEPENED FOOnNG SHALL EXTEND 1' MINIMUM SECTION A•A
BELOW LO'ltfST ADJACENT Fl.O'M..INE ELEVA noN
ALLEY
DETAIL •A•
NO SCALE
r-PROPERTY UN£
------5•------1
o/,
qY
MIN
14% MAX
SECTION B·B
NO SCALE
GARAGE
"AS BUil T"
,%~~
FINISH
GRAD£
DATE STRUCTURAL SECllO/>I
I TO 8£ DtTERMINED
BY son..s ENGINEER
(MIN. SECllON 4• AC
OVER 6" AB)
STREET UGHr
AS SHO'MI ON
Pl.ANS (TYP.)
HOUSE SETBACK
~,c,,=,-,,;,::YcuRB .t GUTTER
J NON-PHYTO-TOX/C ll'EmNG AGENTS MA y BE AODED ro rnE
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n~ HYDRANT
AS SHO'MI ON
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BENCH MARK
DtSCRIPllON: BRASS DISK IN CONCRfTE IN A STANDARD SURVEY IIE1I. ON
CENTERUNE OF El CAMINO REAL _
lOCA noN: COUNTY OF SAN DIEGO BENCHMARK OES/GNA TION NO, f/1800 288+89 EC
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No. 42951
Exp. 03-31-0!I
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PR.oJECTDFSIGN CONSULTANTS
PI.ANNINO • .llNvIRa'IMENTA • l!NoiNHBRJNo • s IJlMlY /Ol'S
701 B Slreet, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
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GREGORY t.t. SHIELDS. R.C.E. 42951 DATE REGISlRA 11011 DESIGNED PII
¾ ~ EXPIRES 03--31-0!I BY: RE'l1E\I\
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SUR..U
REVIEW:
PRECISE GRADING & EROSION CONTROL PLANS fOR:
BRESSI RANCH PLANNING AREA 8
MODEL HOMES (LOTS 169 TO 171)
1-----+--+-----------+---+---+--1-----1 I ?ROVED~;'.C Q(h
2~,.POG--~~~
DATE INITIAL DATE INITIAL DATE INITIAL g~D B~Y: ?V
NGINEER f:F \\ORK REVISION DESCRIPTION 017-IER APPROVA CITY APPROVAL RVWD BY: ~
PROJECT NO.
CT 02-14 (J)
\~5-BUILT''
EXPIRES 12-31-0$1
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DRAWING NO,
41J-8C
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77-IE STEPS FROM FINISHED FLOOR (FF) TO GARAGE FINISHED
FLOOR {GFF) SHOWN ON 77-11S PLAN PREVAIL OVER 77-IE STEPS
IND/CA TED ON 77-IE ARCHITECTURAL PLANS.
T_· \[ngr \210 7 \P 118 \Pl?t Plat1 \PA8-Mod~I \240 7 _3_Mp,'t JJ iJ NG :;5/17/ZOC' 09·5/. 38 PM PCT
BENCH MARK
DfSCRJPllON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY .ta.L ON
CENIE:RLJNE OF fl CAMINO REAL
lOCA llON: COUNTY Of SAN DIEGa BENCHMARK DES/GNA TION NO. R1800 288+89 EC
flEVAllON: J11.407M.S.L DAIUM: N.G.V.O. 29
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-No. 42951 z. 0 ,.,
~ Exp. OJ-31-08 ;:
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PROJECTDESIGN CONSULTANTS
PlANNINO • ~ • llNolNBBRINo • S UR.VBY /GPS
70 I B Stree~ Suite 800, San Diego, CA 9210 I
619-235-6471 FAX 619-234-0349
GREGORY t,t, SHIELDS. R.C.E. 42951 DATE RrnSTRATION DESIGNED PM SURVEY
-'¾-EXPIRES 03-31-05 BY: RE',1EW: REI/IEW:
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0 10 20 40
GRAPHICAL SCALE
60
"AS BUILT"
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EXP. /l-31-C& DATE
R IEWED BY:
.,.,,;,tJ';~~i;_!:E~~~O~~::;,;z5"=.!a==::..!..__ ~ !~~
1----if----t------------+--+--+--t---~ I SHJEET I CITY OF CARLSBAD I SHEJETS I
:==::::'..::=:::::EN:::G:::IN:::E:::E:::R::IN:::G=D:::E::P::A::::R::™::E:::N:::T==~==::::
PRECISE GRADING & EROSION CONTROL PLANS fORl
BRESSI RANCH PLANNING AREA 8
MODEL HOMES (LOTS 169 TO 171)
l---+---+---------------1~--i-----1---1----117~.,0~;~ HUeai◄fP ~
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EXPIRES 12-31-051
,1,•;-:e,1/
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DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RV'NO BY:
PROJECT NO.
CT 02-14 (J)
DRAWING NO.
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