HomeMy WebLinkAboutDWG 413-1C; CT 02-14 (5); BRESSI RANCH PA 10 UNIT 5 MODELS; 01-03t
•
®DINONOTES
(IN AOOITTON TO THE REQUIREMENTS OF CHAPTER 1'. 115 OF THE
CARLSBAD MUNICIPAL CODE.)
®DINO NOTES (cont) CARLSBAD TRACT
I. THIS Pt.AN SUPERSEDES ALL 0111ER Pl.ANS PREl10USI.. Y APPROVED BY TH£ CITY
OF' CARLSBAD RECAROIN/1 GRADING SHO'M-1 ON 111/S SET OF' PLANS.
2. APPROVAL Of 11115 PLAN DOES NOT L£SSEN OR WNVE ANY PORTION OF' /Hf
CARt.SBAD MUNICIPAL COD!, RESOLUTION Of CONDITIONAL APPROVA~ CITY
STANDARDS OR 0111ER ADDITIONAL DOCUMCNTS usrro HEREON AS 111t:Y MA 'f
PERTAIN 10 11115 PRO.LCT. 111[ CNGINE[R IN RESPONSIBLf Cl/ARC£ SHALL
RfWSE 1HESE Pt.ANS 'MIEN NON-CONFORMANG£ IS DISCOVERED.
29. 111[ O'MYER/APPUCANT SHALL INSURt: 111AT ALL CONTRACTORS SHALL COORDINA rt: 111[ WORK OF
1HESE GRADING Pt.ANS 111711 111AT SHO'M-1 ON Born TH[ LANOSCAPt: ANO /RRIGA TION Pt.ANS ANO 111[
IMPROVE/.IENT Pt.ANS AS REQUIRED FOR 111/S WORK IN ACCORDANCE: 11111-1 TH£ LANOSCAPf MANUAL TIM[ REOUIREMENTS.
3(1 STORM DRAIN PIPE SHALL Bf REINFORCE{) CONCRETf PIP[ 111711 A MINIMUM /J-LOA/J OF 1,J50 OR ASBfSTOS CEMENT PrPE 1111H A MINIMUM {)-LOAD
OF 2. 000. FOR PR/VA Tf STORM DRAINS, PIPES UP TO 15' PVC MAY BE UTILJlEl) PROvWED OEP711 IS LESS !HM 15 Ff£T AND BACKFILLED 111TH
J/4• ROCK PER SDRSO S-4 IYPf "C" ANO PIPE MITTS AS1!1 STANDARD JOJ4 FOR SDR J5 SOLJO WALL PIPE.
NO. CT-02-14
RESIDENTIAL BRESSI RANCH
CANTERBURY PA 10 , MODEL HOMES
LEGEND
~
(377)
!Pf 694.5!
I FF 695.21
!GFF 694.5!
Pf.AN NUMBER (R=REVERSf)
LOT NUMBER
PAD ELfVl. llON
J. CITY APPROVAL OF' Pl.ANS DOES NOT RELJEVE 111! DEVfI.a'ER OR ENGINEER-OF-
WORK FRO/I RfSPONS/8/UTY FOR 111[ CORRfCTION OF' ERRORS ANO OMISSIONS
DISCOVERED OUR/NG CONSTRUCTION. ALL Pf.AN RfWSIONS SHALL 8£ PROMPTI. Y
SUBMITTfO TO TH£ CITY ENGINEER FOR APPROVAl-
JI. VtfifJ?f AN EXISTIN/1 PIP[ UN[ IS TO Bf ABANDONED AS A RE:SULT OF 11-1E GRADING OPERATION, IT SHALL 8£ Rfl.lOVEO Ill/HIN Tllf:NTY mT OF'
BUILDING OR STREET AREAS AND REPLACED "Mm PRa'fJ?L Y COMPACTfO SOILS. IN 011-1ER AREAS. 1HE PIPE IIILL BE PLUGGED 111m CONCRETf OR
REMOVED AS APPROVED BY /Hf CITY CNGINEER. FLOOR PLANS 1-3 (LOTS 375 TO 377) (@
ANIS/I fl.DOR fl.EVA TION
GARAGE: fl.DOR fl.EVA TION
BACl(f!.OW PREVENlER REOUIRED J2. 111[ CONTRACTOR SHALL VERIFY /Hf LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) WI/HIN THE PRO.LCT SITf SUFFICIENTLY
AHEAD OF GRADING 10 PERMIT THE REl1SION OF THE GRADING PLANS IF IT IS FOUND IHA T /HE ACTUAL LOCATIONS ARE IN CONRJCT 1111H /HE PROPOSED WORK.
4, A RIGHT-OF'-WAY PERMIT F1IOIJ 111[ CITY CNGINEER WILL Bf RfQUIREO FOR ANY
WORK IN 111[ PUBUC RIGHT OF WAY. PRIOR 10 PERMIT ISSUANCE:. A
CERTIFICATt: OF INSURANG£ MUST Bf FILED NAMING /Hf CITY OF CARt.SBAO AS
AN ADDITIONAL INSURED ON THC PERMITTfE'S POI..ICY IN 111£ MINIMUM AMOUNT
OF' $1,CJ00,000.00 FOR EACH OWJRRfJ/Ct: OF UABIUTY. TH£ INSURANCC
COMPANY Ml/TING 111[ POLJCY MUST HAVE A RATING OF 'A" ANO A Silt:
JJ. /Hf CONTRACTOR SHALL NOTIFY AFFECTfO UntJTY COMPANIES (SEf BEi.OW) AT LEAST 71!0 (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TI-/EIR
FACIUTIES ANO SHALL COOi/DiNA Tf /Hf OORK 11111-1 A COMPANY REPRESENTATIVE.
UNDERGROUND SERWCE ALfJ?T 1-800-422-41JJ CITY OF' CARLSBAD (STREETS .t STORM DRNN)
Sf/CM I -~O, 660-7J4J CITY OF' CARI.SBA{) (SEH£R,WA 7ER .t RECl.AIM£D WA TfR}
CA TfOORY Of Cl.ASS V AS ESTABUSIIEO B'f 'BESTS' KfY RA TING GU/OE
S 8 C 1-800-892-012J
ADELPHIA CABLE COMMUN/CA llONS (760) 4J8-7741
COX COMMUN/CA llONS (760) 806-9809
(760) 434-2980
(760) 4J8-2722
.1 UNLESS EXEMPTfO BY SECTION J01.(b}5 OF 111[ UNIFORM BUILDING COD£,
RETAINING WALLS OUTS/DC OF PU8LJC RIGHT OF WAY REQU/Rf SEPARATE
PERMITS FROII TH£ BUILDING DEPARTMCNT. J4. PERMIT COMPLIANCE REQUIROIENTS:
~ NO "'7llK SHALL COMMENG£ UNTIi. ALL PERMITS HAVE Bffil OBTAINED FROM 111[
CITY ANO 0/HER APPROPRIA rt: AGENC/£:S.
7. APPROVAL OF 1H£SE Pt.ANS BY 7H! CITY £NG/NEER DOES NOT AU/HOR/Zt: ANY
OORK OR GRADING TO BE PERFORMED UNTR. THE PROP£RTY OWNFJ?'S PfRMISSION
HAS BEEN OBTAINED ANO A VAUD GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS llllL 8£ MADf 10 THESE Pt.ANS 'MTI-IOUT THC WRITTEN APPROVAL
Of /Hf CITY fNGIN£ER. NOTfO 1\171/IN Tl-If REl1SION BLOCK, ON THC
APPROPR/A Tf SIIEET OF /Hf Pt.ANS ANO 71/f TITl.f SHEET.
9. ORIGINAL ORAI\INGS SHALL BECOMf 111E PROPERTY OF 11/f CITY UPON BEING
SIGNED BY Tl-IE CITY ENG/NffR.
A. FOR CONTROLLED GRADING-111[ APPLICANT HIRES A Cll1L fNGINEER, SD/LS ENGIN£ER, AND/OR GEIJI..OGIST TO GIVE TfCHNICAL ADl1Ct:. OBSERVE AND
CONffl/JI.. 111E WORK IN PROGRESS {15.16.120A.8./ CARLSBAD MUNICIPAL COD£.
8. PRIOR 10 ANAL APPROVAL OF A GRADING PERMIT-1HC FOi.LOWiNG REPORTS MUST Bf SUBMIT1ET} TO THC CITY fNG/NE[R 11A THC PRO.LCT INSP£CTOR
{15.16.120A.10/ CARLSBAD MUNICIPAL CODE:
(I) ANAL REPORT BY SUPERl1SING GRADING CNCINEER STATING ALL GRADING IS COMPlETf. ALL EROSION CONTRct, SI.OPE PLANTING ANO IRRIGAllON
ARE: INSTALLED IN CONFORMANCE: l'rlTH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE: LETTFR FROM CITY ENGINEER DEPARTMENT).
(2) AS-IJIJIL T GRADING Pt.AN.
(J) REPORT FROM /Hf SOILS CNGINEER, 'MilCH /NctUOES RECOMMENDED SOIL 8£AR/NG CAPACITIES, A STA TfMENT AS TO THE EXPANSIVE QUAUTY OF 111[
SOI~ AND SUMMARIES OF FIE1.D ANO LABORATORY 1fSTS. TH£ REPORT SHALL ALSO /NctUDE A STATfMENT 8Y /Hf SD/LS £NG/NEER /HAT /HE GRADING
WAS DON[ IN ACCORDANCE 111111 111E REQUIREI.IENTS AND RfCOMMENOA TIONS 0/JTI./NEO IN 111[ PRE/JI.I/NARY SOILS REPORT ANO ANY SUPPlEMENTS /HERETO.
{4} REPORT 111711 AS-BUILT GEIJI..OG/C PLAN, IF REQUIRfO BY THE CITY. 10. 71/f ORIGINAL DRAI\ING SHALL 8£ R£11SED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINf.ER-OF'-WORK PRIOR TO ANAL ACCEPTANCE OF 71/f WORK BY /Hf CITY. J.1 UNlESS A GRADING PERMIT FOR /HIS PROJE.CT IS ISSUED 'M111/N ONE (r) YEAR AFTfR TH£ CITY CNGINEER'S APPROVAL, THESE PLANS MAY 8E REQUIRED TO BE
RESUBMITTfO FOR PLANCHECK. PLANCHECK FEES I\ILL 9f REQUIRED FOR ANY SUCH RECHECK. _ I 11. ACCESS FOR ARC ANO 0/HER fl.lERGENCY VEHICLES SHALL 8£ MAINTAINED TO
71/f PRO.LCT S/Tf AT ALL TIMES DURIN/1 CONSTRUCTION.
12. 111-/ERE TRENCHES ARE Ill/HIN CITY EASD,ICNTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTfD BY A PR<:HSSIONAL £NG/NEER OF 111[ STA Tf OF
CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THC AEI..D OF APPLIED SOILS
J6. 11-1[ SOILS RE{'ORT nTLf,[l _-r ... m k~,..J..c:l ~ "' ~"' """ Fll"t Gn.o.1°"),
fo\•~ l..ltl MA"""~", '?•w--' N..111••1-11+,,ttfcJ ,.,.;, 1,,,~
ALL GRADING SHALL 8£ DONE: IN ACCOROANCCI\I/H THC RECOMMEND!. TIONS
MECHANICS 111[ SOILS REPORT llllL BE SUBI.IITTEO TO 11/f CITY ENGINE£RING
INSPECTOR 111111/N 71!0 (2) WORKING DAYS OF TH£ COMPLETION OF REI.I) 1fSTS.
7J. A SOILS COMPAcnoN REPORT ANO COMPUANG£ VER/FICA TION REGARDING
ADHER[NC[ TO RECOMMENDATIONS OUTl.JNEO IN /Hf SD/LS REPORT IS REQUIRED
PRIOR TO /Hf ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROi.LEO GRADING
SHALL BE DON[ UNDER 71/f DIRECTION OF A PRITTSSIONAL £NG/NEER OF THE
STA rt: OF CALIFORNIA PR/NC/PALLY DOING 8USIN£SS IN /HE REl.0 Of APPLIED
SD/LS MECHANICS. ALL ALL OR FIJTURf ALL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE 111-nf THE CITY OF CARLSBAD STANDARD SPEC/RCA TIONS AND 111E
• EARIHWORK SPEC/RCA TIONS • A TTACHEO 10 71/f PRELJMINARY SOILS
INVESnGA TION. DAILY FIELO COMPACTION REPORTS I\ILL 8£ SUBMITTfD TO THE
PROJECT INSPECTOR.
14. A PRECQNSTRUCTION WUNG SHAii E/t HflD AT UIE S/Tf PRIOR m 11/E
BfGINN/NG OF m2BK AND SHAii Bf'. AUfl/001 BY All 8EPIIE5fl/TAUr£$
RESPONSIBLE FOR CONSW:SPECTION. SUPERWSION. TfSTING AND ALL
CON 11u1C IUK SHALL SCHEDULE: Tl-/£ MffTING
111ROUGH 71/f PERMIT GtERK 760-4J8-J891) AT £EAST AVE (5)
WORKIN/1 OA YS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS
MUST Bf A VAII.ABLf PRIOR TO SCHEDULING. 11/f GRADING PERMIT IIILL 8£ PROl1DED
BY 7H! PRO.LCT INSPECTOR AT 71/f MEETING.
1.1 All INSPfC@N RFQflfST$ Qntf8 THAN FOR PRfCQNSTRIJC@N 1./ffllNG 1111 / E/t
MAD( BY CAI /ING 11/E ENGJNffR/NG &HQIIR INSPfCTION REQlJEST I INF' AT
(76Q) fJ8-J891. INSPECUON RfQUESTS MUST BE RECftYrD PRIOR [0 2: 00 P II.
ON me DA y BEFORE me INSPECTION IS NEW£D. INSPECTIONS llllL Bf MADf
111£ NEXT WORK DAY UNLESS YOU REQUEST 0111ERI\IS£. REQUESTS MADf AFTfR
2: 00 P.M. I\ILL BE SCHEDULED FOR TllQ (2) FULL WORK DAYS LA i'ER.
1d 71/f O'M-IER ANO/OR APPUCANT THROUGH THC DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY 0Ev1CES, INCLUDING
SHOR/NC. ANO SHALL 8£ Sa.El. Y RESPONSIBLE FOR CONFORMIN/1 TO ALL LOCA~
STA 71: AND Ff0£RAL SAFETY ANO HEAL-nf STANDARDS, LAWS AN{) REGULATIONS.
17. Tl-/£ CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMtmN/1
A DETAIi. PLAN TO /Hf CITY CNGINEER ANO/OR CONCERNED AGENCY S/101\!NG
mE 0£SIGN OF SHORING, BRACING 51..a'IN/1 OR OTHER PROVISIONS TO 8£ MADf
OF WORK£R PROlECTION FRO/J 71/f HAZARD OF CA 11NG GROUND DURING THC
EXCA VA llON OF SUCH TRENCH OR TRCNCHES OR DURING /Hf PIPE INSTALLATION
THEREIN. 111/S PLAN MUST BE PREPAREO FOR ALL TRENCHES FIVE FEET {S') OR
MORf IN OEP-nf AND APPROVEO BY /HE CITY CNGINE[R ANO/OR CONCERNED
AGENCY PRIOR 10 EXCAVATION. IF /Hf PLAN VARIES FROM 11/E SHORING SYSTEIJ STANDARDS ESTA81../SHED BY 71/f CONSTRUCTION SAFfTY ORO£RS. TITl.f /J
CAUFORNIA ADMINISTRA Tl\f CODC, THC PLAN SHALL BC PREPARED BY A
RfG/S7FREO OONITR AT Uil CON[RAC[QRS EXf[NSf. A COPY OF /Hf OSHA
EXCAVA noN PfJ?MIT MUST 8£ SUBMITTfD TO THE INSPECTOR PRIOR ro
EXCA VA noN.
18. NO BLASnNG SHALL 8£ PERFORMEO UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTA/N[O FROM 71/f CITY OF CARt.SBAD. SUBMIT APPUCA TION FOR BLASTING
PfJ?MIT llflL IN ADVANCE OF' 111E SCIIEDUUNG OF BLASTING OPERATIONS.
19. IF ANY ARCHA£IJI..OGICAL RESOURCES ARf DISCOVERED 1\171/IN ANY WORK ARO,
OUR/NG CONSTRUCTION, OPERATIONS I\ILL CEASE IMMEDIATEI.Y, ANO /Hf
PfJ?MITTEf WILL NOTIFY 11/f CITY CNGINEER. OPERATIONS I\ILL NOT RESTART
UN fl!. 111f P[RMITTff HAS RECEIVEO MIITTEN AU/HOR/TY FROM 111£ CITY
ENG/NffR TO DO SO.
20. ALL OPERATIONS CONDUCTfO ON 11/f SITf OR ADJACENT THER£TO, /NctUDING
WARMING UP, REPAIR, ARRIVA4 OEPARTIJRf OR a'£RA TION OF TRUCKS,
EAR111MOVING EOUIPMCNT, CONSTRUCTION EQUIPMENT AND ANY 0/HER ASSOC/A rro
GRAOIN/1 EQUIPMCNT SHALL Bf UMITfO TO /HE PERIOD B£TV,ffN 7: 00 A.M. ANO
SUNSET EACH DAY, MONDAY 11-1RIJ FRIDAY ANO NO EARTHMOVING OR GRADING
a'£RATIONS SHALL BE CONDUClEO ON 'lffKENOS OR HIJI..IDAYS. (A UST OF' CITY
HIJI..IDA YS IS A VAILABLC AT 111E ENGINEfJ?ING OEPAR7MENT COUNIER.)
2,. ALL (fl-SITE HAUL ROUTfS r1f.Afl 8£ SU8M/nf0 BY THE CONTRACTOR 10 TIil CITY
fNGINffR FOR APPROVAL TllOJ F1JLL WORKING DAYS PRIOR TO IJEGINNING OF WORK.
22. IMPORT MA lERIAL SHALL Bf OBTAINED FROM, ANO WASJl' MA TfRIAL SHALL Bf
OEPOSITfO AT, A S171: APPROVED BY /Hf CITY fNGINW!. 11-1E CONTRACTOR
SHALL BC RESPONSIBLf FOR ANY DEBRIS OR DAMACC OCCURRING ALONG I/It HAUL
ROUlES OR ADJACENT STREfTS AS A RESUI.T OF THC GRADING OP[RATION.
2J. BRUSH SHALL Bf REMOVED ONLY I\ITI-/IN !Hf AREA TO f!f GRADED. NO TREES ARC
TO BE Rfl./OVEO UM.£SS SPECIACALL Y NOlEO ON TH£ Pf.AN.
24. ALL AREAS SHALL Bf GRADED TO ORNN. GRADING RfSUL TING IN 111[ PONDING OF
WA/ER IS NOT PfJ?M/T1ET},ALL EARTHEN SWALES ANO DITCHfS SHALL HAVE IK MIN. 51.a'E
2.1 11/Est Pt.ANS ARf SUB.LCT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROi. Pt.ANS. £ROS/ON CON/ROI.. SHALL BE AS SIIO'M-1 ANO AS APPROVED BY
11/E CITY ENGINEER OR AS DIRECTfO BY 71/f PRO.LCT INSPECTOR. ,..-----
2& ALL SI.OPES SHALL BE TRIMMED 10 A ANIS/I GRAOf TO PRODUCE: A UNIFORM
SURFACC ANO CROSS SECTION. 111E S/Tf SHALL 8£ LEFT IN A NEAT ANO
ORDERt.Y CONDITION. ALL STON[S, ROOTS OR 0/HER DEBRIS SHALL BE REMOVED
ANO DISPOSED OF AT A S/Tf APPROVED OF 8Y 71/f CITY ENG/NE[R.
27. ALL SI.OPES SHALL 8£ IRRIGAlEO, STABILIZED, PLANTfO ANO/OR H'rVROSEEOEO
Ill/HIN 1EN (10) DAYS OF 11-1[ TIME Vtf!CN EACH 51..a'E IS BROUGHT TO GRADE
AS SHOWN ON THC APPROVED GRADING Pf.ANS.
ANO SPEC/RCA noNS CONTAINED IN SAID SD/LS REPORT.
'DECLARA T10N OF RESPONSIBLE CHARCE'
I HEREBY DECLARE THAT I All THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VI!'
fXERCISEO RESPONSIBLE CHARGE O>'ER THE DESIGN OF THE PROJECT AS D£FINED IN
SF:Cl70N 670J OF THE BUSINESS ANO PROFESSIONS CODE, ANO 11-IA T 11'1£ DESIGN IS
CONSISTENT wrm CURRENT STANDARDS.
I UNOERSTANO THAT THE CHECK OF PROJECT ORA WINGS ANO SP[CIFICA 170NS £!'( THE
CITY OF' CARLSIJAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE: ME, AS
ENGINEER OF' WORK, OF' MY RESPONSIBUl7ES FOR PROJECT DESIGN.
nRM: PROJECT DESIGN CONSULTANTS -----------------
ADDRESS:_~70~1~8~S~TR=£=E~T,~S U~l~TE~800~-----
CITY, STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 2J5-6471
R.C.E. NO. 42951 ---------------REGISTRA 170N EXP/RA 170N DA TE: OJ-Jl-06 --------
SOILS ENGINEER'S CERT1FICA TE
1. M~-J.a ....... & '"'.a..;1$11t', A R£GIS1ER£0 C/l1L fNGINEER OF 111E
STA TC OF CALIFORNIA, PR/NC/PALLY ol5iNGmJSJNESS IN /HE RELO OF N'PL/E{) SOIL
MECHANICS.. HEREBY Cf:RTIFY THAT A SAMPLING ANO STUDY OF 711E SOIi. COND/llONS
PREVALENT 1\171-1/N THIS SIT/:. WAS MADE BY I.IE OR UNDER MY DIRECTION BETWEEN 111! _ ./
DAIFS OF :S•..A. , '2~ AND -A.iii\( 2'«)~
l
5
SHEET INDEX
SHEET 1.
SHEET 2
SHEET J.
r;j
\
PROJECT
SITE ,~--'
OINSEmA
LANE
VIC/NllY MAP
NDT TO SCALE
Tl Tl.£ SHIT T
. KEY MAP, DETAILS, SPECIAL NOTES
PLAN VIEW
SOURCE OF TOPOGRAPHY
TIIO (2) COMPLEJl' COPIES ofrnE SOILS REPORT COMPILED FROM THIS S1VOY, flfl7-I MY
RECOMMENDATIONS, HAS Bf£N SUBMITTEO TO /HE: OFRCE: OF /HE: CITY ENGINEER. --~ TOPOGRAPH'f SHO'M-1 ON THESE PLANS WAS GENERA 1[0 BY PIIOTOGRAMMETRY ~ ~ ___ METHOOS FROM INFORMATION GA TI-IEREO ON MAY 11 1998
I /4/ fl fit/ ~~~ ___ BY SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS
SIGNED: ~~-lb,~{,(..__~ _______ DA/f: S-t.J,o</ r~:_ . 2!i ~,\ {'ER D~. NO. 400-BA.
I\ILLIAM DAl10 a.SON ill.=~ "'\s UOf'OGRAPHY SHO'Mo/ HfREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
R.C.E. NO.: 4S28J LICENSE EXPIRAnON DAil': 09/JOJI~ ~ ),._
~"~~ BASIS OF BEARING OWNER'S CER11FICA TE: OF C~l.1~~
I {11£') HEREBY CERTIFY 11-fA T A REGISlERfD SOILS tNGINEER OR GEOLOGIST HAS BEEN OR .WLL BC
RETNNEO TO SUPERWSE OVER-ALL GRAOIN/1 ACTIWTY ANO ADl1SE ON 111[ COMPACTION ANO
STABIUTY or THIS S11f. ,
. ..,,~"l/1----
Nb:m~ V~LOPER TITLE.
rt: I
NAME:
ADDR£SS:
PHONE:
GREYSTONE: HOMES
1525 FARADAY A'£NUE, SUITE JOO
CARLSBAD, CA. 92008
(760) 918-7765
THE CONSTRUCTION OF UNDERGROUND FACILITIES SHALL NOT 8£GfN UNTIL I. LETTFR
HAS BEEN SUBMIT1ED TO 11/E CITY ENGINEER FROM THE: SOILS ENGINEER STA TING
Tl-IE SET71.EMENT FROM ROUGH GRADING IS COMPLETE:.
BRESSI RANCH REFERENCE DRAWINGS
SEE ORA .WNG NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STREET IMPROVEMENT PLANS.
SEE DRAWING NO. 4-00-BA FOR MASS GRADING AND £ROS/ON CONTROi. Pf.ANS.
Tl-IE BASIS OF BEARING FOR THIS SURVEY IS /HE CALIFORNIA COORDINA If
SYSTEM, NAO BJ, ZONE: 5 AND WAS ESTABI.ISHED BET'MTN STA noN NO.
V-2002 PER R.O.S. 14-02J ANO STATION NO. SOGPS-41 ESTABLISHED BY
Tl-IE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROi.
BOOK, I.E., N88'54'05"W.
THE COMBINEO SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID
DISTANCE: ~ GROUND DISTANCE: X COMBINED SCALE FACTOR. ALL MEASURED
DISTANCES SHO'M-1 HfJ?EON ARE GROUND DISTANCF:S. 17-/E MAPPING ANGLE
AT STATION V-2002 IS -O'J2'51.881"
QUOTEO BEARINGS FROM REFEl?ENCE MAPS/DEEDS MAY OR MAY NOT BE IN
TERMS OF SAID SYS/fM.
LEGAL DESCRIP710N
LOT 10 OF CARLSBAD TRACT CT 00-05 IN /HE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STA TE OF CALIFORNIA ACCORDING 10 TH£ MAP 71-/EREOF NO.
14600, ALEO IN 111E OFF1CE OF 111E COIJN TY RECORDER OF SAN DIEGO
COUNTY ON MA Y 29, 200J, AND 17-/E REMAIND£R LOT OF CARLSBAD TRACT NO.
02-14 UNIT NO. 5 IN Tl/£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO. STA/f
OF CALIFORNIA, ACCORDING 10 MAP /HEREOF NO. 14776, FILED IN THE omCE
OF 111E COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 29, 20D4. 71-115
PLAN SET INCLUDES ONLY LOTS J75 TO JlJ.
PROJECT LOCA T10N
SPECIAL NOTES
THE FOLLOI\ING NOTES AR[ PROV/OED TO GIVE DIRfCTIONS 10 11/f CONIRACTOR BY 111[ ENGINEER
OF "'7RK. 111E CITY ENGINffRS SIGNATURE ON THESE PLANS DOES NOT CONSTITUTf APPROVAL OF
ANY OF 1HESE NOIFS ANO 71/f CITY I\ILL NOT BE RESPONSIBLE FOR 111EIR ENFORCEl,/ENT.
,. THE LOCATION OF EXISTIN/1 UTILITIES AR[ BASW ON AVAILABLE RECORD /NFORMA TION. CONTRACTOR
SHALL VERIFY THE LOCA llON ANO fl.EVA TION OF ALL EXISTING FAC/1.JTIES (ABOVEGROUND ANO
UNDfJ?GROUND) 111-nf/N mE PRO.LCT SIT£ mis 'MJRK SHALL BE PERFORMED SUFFICIEN1LY AHEAD
OF CONSTRUCTION TO PfJ?MIT CITY APPROVAL RfWSIONS TO THE CONSTRUCTION Pt.ANS IF ACTUAL
LOCATIONS ARf FOUND 10 Bf IN CONFLICT 'MTII THE PROPOSED IIORK. CONTRACTOR SHALL NOTIFY
ENGINEER OF WORK OF ANY CONRJCTS OR ANY OTl-/fJ? UTIUTIES ENCOUNlERED PRIOR TO PROCEED/NI]
111-nf CONSTRUCTION.
2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTfCT THE UTILITY UNES S/IO'r\H ANO
ANY 011-1ER UNES NOT OF RECORD OR NOT 51/0'r\H ON 1HESE PLANS. ANY PA VE/.IENT OR 011-1fJ?
EXISnNG SURFAG£ IMPROVE/.IENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIREO BY
71/f CITY OF CARt.SBAO ENG/NffRING OEPARTM[NT.
J. SHrTY PRECAUTIONS ANO ADEQUATE BARR/CAO/NG TO BE IN FORCE 8Y 1H£ CONTRACTOR AT ALL
TIMES. NEITHER -nfE Ol!NfJ? NOR THE ENGINEER OF' 'MJRK I\ILL ENFORCE SAFfTY MEASURES OR
REGULATIONS. /HE CONTRACTOR SHALL DESIGN, CONSTRUCr, AND MAINTAIN ALL SAFETY DEVICE:5,
/NctUD/NG SI/ORIN(;, AND SHALL BE Sa.El. Y RfSPONSIBLf FOR CONFORMING TO ALL LOCAL, STA Tf
AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA liS AND REGULATIONS.
4. ALL LCNGIHS ANO DISTANCES FOR IMPROVE/.IENTS SIIO'M-1 ON THESE PLANS ARE MEASURED IN A
HORIZONTAL PLANE.
5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL 8£ IN COMPLIANCE 111-nf ALL CURRENT LOCA~
STA TC ANO FEDERAL REGULATIONS.
5. THE WORK TO BE DONE SECTION ON THIS SHEET LISTS THE STANDARD SPECIRCATIONS ANO DRAI\INGS
USED DURING /HE IMPROVEMENT PLAN / GRADING PLAN DESIGN. 111ESE PLANS HA VE BEEN PREPARED
IN ACCORDANCE 111m mE CURRCNT EOtnONS OF THE STANDARD SPEC/RCA TIONS AND DRAWINGS IN
EFFECT ON 111! DA Tf OF 11/f SIGNATURE BY 111E fNGINEER OF WORK
AIR OUALJTY NOTES
1. ALL ci!AOING SHALL EiC mlE IN COMPUANCE l'ITH SVAPCfJ ANO CARO
STANDAROS ANO REQIJIREMEHTS AND /}(/ST CONTT?a. STANDAROS IN T1Tl£ 2-1
Of' //IE CAI.FORN/A AOMIN/SlRA TlON crot:
2. WA Tm/NG Of' TH£ GRADING SITE SHALL T.41(£ Pl.ACE 8EFOR£ AND IX/RING
GRAOINI} OPEKA TlONS TO MINIMIZE DIIST GENERA llON. A WATER TlllJCK SHAU
EiC REOIJIRED TO EiC ON SITE AT All TlMES TO TH£ SATISf'ACl/ON OF //IE
CITY [}/(]/NEE/?.
WORK TO BE DONE:
/HE GRADING WORK SHALL CONSIST OF /HE CONSTRUCTION OF ALL CUTS AND FILLS.
DRNNAGC FACIUTIES, fJ?OSION CONTROL FAC/UTIES, AND PLANTIN/1 or P£RMANENT
LANDSCAPING AND PREPARATION OF AS-BUILT GRADIN/1 Pf.ANS, ALL AS SHO'M-1 OR
R£QUIR£0 ON JH/S SET OF Pl.ANS ANO THE CITY STANDARDS, SPECIFICATIONS.
REOUIR£MCNTS, RESIJI..UTIONS AND ORDINANCES CllED ON THESE Pl.ANS.
11/E GRADING WORK SHALL 9E PERFQR/,/f/) IN ACCORDANCE 111711 111c FOLLOWIN()
OOCUMCNTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTfO BY /HE CITY
ENGINE£R.
1. CARLSBAD MUNICIPAL COD£
2.
J.
4.
CITY OF CARt.SBAD STANDARDS
TI-/IS SET OF Pl.ANS
RESIJI..UTION NO. 5461 AND 5464 DATfD SEP7EMBER 17, 200J.
5. THE STANDARD SPEC/RCA TIONS FOR PU8LJC WORKS CONSTRUCTION (GRffN BOOI<}
[8] [2] • · · • · · · · · · · • AIR CONDITIONING PADS
SWALf (IX MIN.)
---'' ' .. ''.' ' .. ' SWALE HIGH POINT 111-nf fl.OW
LIN[ El.fVA nON
PJ I
--w--
--s--
--,:r-v-__ y_ __ -
------~ 5•J •" _., ............ _ ······--·-··•~"· ... .
.,··
-II--II-
111111111111111111111111111111 I I
IIIIQIIII
-o--o>----<O>----
•••••••••••
-0>------<0>----
CURB /NL£T
STORM DRNN P/Pf
STORM DRAIN BOX (CLEAN our
OR IYPf "F" INLET)
STREET UGliT
ARE H'rVRANT
WA TfR LATERAL
WATfR MAIN
· SEKER LA l[RAL
· · · SEKER MAIN
. . TOP /rOt: SI. a'f
· · SUBDMSON BOUNDARY
RN/SH GROUND CONTOURS (PER
GRADING PLANS)
DA '/1.JGHT UNE
RETAINING WALL TYPE PER Pt.AN
( SEPARA rt: PERMIT REOUIREO)
5'-0" HIGH WOOD FENC£
5'-o• HIGH WOOD CA rt:
5'-/J" HIGH TUBULAR STf£t Wet
6'-7' MASONRY PILASlERS
S'-6' MASONRY WALL
S' WROUGHT IRON FfNCE: 111711
JxJ POST ANO DECOR.A. TIVf CAP
S' ENHANCED WOOD FENCE
WOOO FENCE AT RfTNNING WALL
DRIVEWAY
SID' TO GARA C£
6. SD/LS REPORT ANO RECOMMENOA TIONS BY PAC/RC SD/LS DA TfD 10/17 /97 AND ADOCNOUM DA TED 08/01/01. GAS SERl1ct
7. Tl-If: SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIR[O BY /Hf
CITY OF CARLSBAD STANDARDS.
8. /HE CARLSBAD MUNICIPAL WAlER DISTRICT'S STANDARDS AND SPECIFICATIONS
FOR WA TfR, SE\'/£R AND RECU./1,/£0 WA 7ER.
9. 11-1E CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF IRAmC CONTROLS FOR
CONS/RUCTION AND MNNlENANCE WORK ZONES".
10. /HE CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPfC/RCA TIONS
OOCUMEN T NO. 769692.
11. 111[ CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN,
DOCUMtNT NO. 769691.
12. /HE STORM WA/ER P(liU710N PREVENTION PLAN (SY.PPP) PRfPAR[D BY
PDC DA rro APRIL 2004.
EARTHWORK OUANTTTJES
CUT:
FILL:
IMPORT:
EXPORT:
REMEDIAL:
150 CY ' . . . . . . . . . .
. . . . .0 CY
. . . O CY
150 CY
0 CY
NOif: THE ABOV!: QUANTITIES ARE FOR
BONDING PURPOSES ONI. Y AND SHOULD
NOT 8£ USED FOR ANAL PAY QUANTITIES.
These As-Built P.1•ecist Gr.e.dir.g Plan:-onty-'epres&nt tt•
H-bullt cppAd!ti ;'A. for pad elev~tions (letfsr
dated I a \ finrsf-1 ~!oar
elewation [letter dtt:"" r.., ,
and dry,a_az swale rocat1on1 ,r;;;,
dated 1, llS° l, bas·.-d 00
surveyfieki shots taken at ftlecompleflon ut dB.uh ,;J the6t
consb'uction stagee. in., do ,,,.represent the u-bu,t
cono1!,on1 for QI\' olhor ~9'cwn on those plans on
private propa,ty (<'411de ci the public 11ghl-of..,aY1
PRIVATE CONTRACT
QUANTITY UNIT
J
5!J7
£A
I.F
~-
rn.
0
...... ____ ,,.,. ..... .
---...
ELECIR/CAL TRANSFORMER (SOC£ J421)
ABOVE GROUND
£1.ECIRICAL HAND/IOI.£ (SOGC JJ12)
BEi.OW GROUNO
. El.ECTRICAL/CABLf/PHONE RISERS
. nBFR ROI.LS
. . . . . . . . J• PVC YARD DRAIN
10 EA · · · • · • • · • • · · • · · · GRA Tf INLETS, 4 • NOS A TRIU/J ORNN
OR APPROVED EQUAL
5 EA . SIDEWALK UNDERORAIN PER 0-27
EA · GRA VfI. •3;•,•· DAGS 450
2 EA G;----· , • , , , , , , , , , , , , , , , .. , , , .. PY<: TAR!> Dl!.01 N ,i(4N Q\JT, ,,.
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS UNLESS OlHERWISE INDICATED.
PLANNING DEPARTMENT APPROVAL 0 AS 8UILT0
\'A1t°"f~,~~"2,.,0ATE: b/i !Dot ~~~AA,..
MICHAEL • HOLZMILLER, Pl.ANNINO DIRECTOR r JA ·· -~r '-=--DATE:a/~fa\
(SIGNED) ~ WY~
RECOMMENDED BY: ~•
(PRINT NAME)
DATE
RCE ~/~t EXP. tZ-31-()8
~llj-WED B(2.Y\ r") ~ /4, ~ t>!lrtl'UJl'Jf " DATE INSPECTOR 211 LANDSCAPING SHALL 8£ ACCOMPUSI/EO ON ALL SI.OPES AND PADS AS REQUIRED
BY m£ Cl TY OF' CARt.SBAO LANOSCAPf MANUA~ THE LANDSCAPING PLANS FOR
m,s PROJECT, ORA I\ING NO. J77-JI., ANO/OR AS DIRECTfO 8Y /HE CITY
ENGINEER OR Pt.ANNING DIRECTOR.
SEE ORA f\fNG NO. 400-BC FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS.
SEE DRAf\fNG NO. 41J-, FOR BRESSI RANCH RESIOEN71AL STREET IMPROVEMENT PLANS.
SEE DRA.WNG NO. 41J-1A FOR BRESSI RANCH RESIOEN71AL GRADING Pf.ANS.
71-1/S PROJE.CT IS LOCA TEO WITHIN ASSESSORS PARCEL N_~MBER(S) 21J-120-07
/HE CAUFORNIA COOR DINA TE INDEX OF THIS PROJE.C T IS: 1990-6252 l----lf-----+--------------l,.---l---J....---11 SHE,ET I CITY OF CARLSBAD ISHEJETSI ENGINEERING DEPARTMENT ::::===..:::::==============~= PRECISE GRADING & EROSION CONTROL Pl.ANS FOR! CONTRACTOR'S NOTE
UNAUTI-IORIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for, or liable for, unauthor:zed
change• to or use• of \hes• piano. All changes to th• plans must bo
in writing and must :>e approved by the preparer of these plans.
California Council
of Clvl Engineer a
& Land Surveyors
Construction contractor 09ree1 that in occordonc• with generally accepted constn.,ction
practices, construction contractor will b11 required (o assume sole and cof'T'plel• responsib!lity for California Council
jol> silt conditions during, th• course of constructior, of th• projed, including safety of ,JJI persons •
and property. tliot lhi11 rttquirement shall be 'Tl□d11 lo apply conti'nuoi.isly ond not b• limited to of Cfvl Engineers
normoJ working hi;,urs, and construction contract.or 'urther agrees tQ deferid, indemnify and hold & Land 9.Jrveyora
city of Son Diego hormles:, from ony ond all liobility, real or alleged, in connection N1tt, the
performanc& of work on this project, excepting liability arising from the_ solai negligencai of city of
San Diega professfonat.
T: \[ngr\2101\PA 10\Plot Plan \PA 10-Model\2'07-ID_.l!p:tCI. cwg cS/OJ/2004 04.· 55. 29 PM POT
IMPORTANT NOTIC8
Seelion +218/+217 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
•Permit to Excavate• will be valid.
For your Dig Alert LO. Number CaH
Undarground Service Alert
TOLL l'RE8 1-800-422-4133
Two working days before you dig
' BENCH MARK
PR.oJECTDESIGN CoNSULTANIS
PlANNINo • .ENvlmwENTAL • l!NalNl!mu!«1 • SURVBYIOFS
70 I B Stree1, Suite 800, San Diego, CA 9210 I
619-235-6471 FAX 619-234-0349
DESCR/PllON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ,\£LL ON
CENlERLINE OF El. CAMINO REAL
LOCATION: ------------=cou""· =N~TY~OF~rSA~N~m-EGO~=at~NCH~M=AR·K DESIGNATION NO. R1800 288+89 EC El.EVA TION: J11.407 M.S.L.
DA TUM: N. G. V.O. 29
BRESSI RANCH PLANNING AREA 10
t----+---+---------------MODEL HOMES (LOTS 375 TO Jll)
i---;----11----------,-------+--+---+-,-, -t----1 I APPROVE_;>~ LLYOD. HU~ t.(~ · -~• Cf&~tq_oR Zi/31(18 PIX '"AS-8tJJLr• ...t;kB;! •
DA TE INITIAL
NGINEER Of WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL OWN BY: PROJECT NO.
CHKD BY: •' OTI-IER APPROVAi CITY APPROVAL RVWD BY: G"°' er 02-14 (~)
;q, 6/J I .,,
EXPIRES 12-31-o, ~"
DRAWING NO,
41J-1 e.
I
I
, I
1
• ••
l r ----JJ
~ I
! ...
m
~
KEY MAP LEGEND
PROJECT BOUNDARY
LOT LINE
L.l~-l~l=-~Lt _______ LJ
10 TOWN GARDEN!ROAD ------r ------
373 I
372
371
GARDEN HOUSE ROAD
370 I
369 378 ---
I
_J
ARUNDEL A VENUE
DOGWOOD ROAD
KEY MAP
SCALE: 1 • = 100'
LOT SUMMARY [ = = 0j SHEET NO. LOT ASSESSOR SITE: PLAN BACKFLOW FOUNDA170N
315 LOT NUMBER
MAINTQIANCE/STORAGE NOTE:
CON Tl/ACTON 10 PR0,1[]£ AIA/NlcNANCE/STORACE
ANO CONCRETE IYASHOIIT ~ Pl.AN 10 ll-fE CITY
CT CA/l(_SBAO PRIOR TO START (T CONSTm/CllON.
0.5' ACCESS
STRIP
♦• NON-CON17GUOUS
P. C. C. SIDEWALK
11• TYPE •c• CURB
.t GUTTER (TYP.)
R/W
IJ'
5'
JO'
.5 7'
ARKIN
10'
TRAvfl.
FIR HYDRANT
AS pi-lO'Mi ON l s (TYP.)
.JJ
NO. PARCfL I ADDRESS TYPE PREVE:NTOR CATf:GORY
Jlt, 21J-170-J9-00 6239 LISMORE PLACE IAR NO
,,,
J7(J 21J-170-40-00 624J LISMORE PLACE JBR YE"S ,,,
Jll 21J-170-4t-00 6247 LISMORE PLACE 2CR NO ,,,
* Sff FOUNDAOON D[SJGN RfCOMME:NDA170NS ON SOILS REPORT NAMED • INTER/Ii AS-GRADED
REPORT OF ROUGH ANO FIN! GRAO/NG,MODEI. LOT COlttPl.£XfS ANO PHASE 1 PRODUC770N LOTS •
PER LEIGHTON AND ASSOC/A 7[5, INC. DA 7[0 APRIL 27, 2004.
60'
JO'
IT
TRA vE1. ARK/
STRUClVRAL SEC170N
I TO BE DET[RMINED
BY SOILS ENGINEER
(MIN. SEC170N 4• AC
OVER 6' AB)
W, 7cR
13'
5'
R/W
0.5' ACCESS
STRIP
STREET UGHT
AS SHO'Mi ON
PLANS (TYP.)
--
I'-,. --
10% LOT 111011-1-....
(T MIN.)
I
10' MIN. • •
HOUSE SETBA
70'
17
-0
~
~ • 0 -~
•
FF
BU/WING
F0077NG
19'
'\_J>-R=5'
I
'
I _, ,. M~ STR
12'
I
v ~v 2' MAX STRIP
'"'
, '
PASADENA DRIVEWAY
DETAIL ( TYP) N. T.S
I
,_1
81
Ii
FENCE DETAIL
PER LANDSCAPE
PLANS
3' MIN.
SIDEYARD DETAIL
0.5' MIN
' •,' .
pt
DETAIL: RETAINING WALLS
NO SCALE
GARAGE
ARCH/7cC7VRAL
POPOUT (VARIES}
FOUNOA 770N UNE
0 FACE OF GARAGE
PROPERTY UNE
TYPICAL POPOUT DETAIL
EROSION CONTROL NOlES:
1. IN CASE [MERGENCY WORK IS REOUIREO, CONTACT JIM URBINA AT (760) 715-7712
(CfllutAR) OR KRISTINE ZOR17,/AN OF LENNAR HOMES AT (760) 918-7765.
2. EQUIPMENT ANO WORKERS FOR [MERGENCY V>ORK SHALL 8£ MAOE AVA/LAB!£ AT
ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TEJIIALS SHALL
8E STOCKPILED ON SITE AT CON\e/lENT LOCATIONS TO (AC/UTA TE RAPID
CONSTRUC170N OF TEMPORARY DEVICES MN RAIN IS IMMINENT.
.l DEVICES SHOWN ON PLANS SHALL NOT 8E MOVED OR MODIFIED WITHOUT THE
APPROVAL OF TH£ ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTRa. DEVICES TO WORKING
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCINr1 RAINFALL
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROi.. MV,SURES AS
MAY 8E REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPU.7cD GRADING
OPERATIONS OR UNFORESEEN CIRCUMSTANCES 'Ml/CH MAY ARISE.
6. THE CONTRACTOR SHALL 8E RESPONSIB!.E AND SHALL TAKE NECESSARY
PRECAU170NS ro PREVENT PUEJUC TRESPASS ONTO AREAS 'MfERE IMPOUNDED
WA 7cRS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROC MEASURES PROVIDED PER THE APPROVED GRADING
Pl.AN SHALL 8E /NCORPORA TED HEREON.
8. GRADED AREAS AROUND THE PRO.£CT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF 51..0PE AT THE CONCLUSION OF EACH WORKING DAY.
9. All REMOVABLE PROTECTIVE OEVICES SHOWN SHALL 8E IN Pl.ACE AT THE ENO
OF EACH V>ORK/NG DAY m-lEN THE ffVE (5) DAY RAIN PROBABIUTY FORECAST
EXCEED FORTY PERCENT (40:r}. SILT ANO OTIIER DEBRIS SHALL BE REMOVED
AFTER EACH RAIN( A/.L
10. ALL GRA\El. BAGS SHALL 8E BURLAP TYPE WITH J/4 INCH MIN/MUI.I AGGREGATE.
11. SHOULD GERI.I/NATION OF HYDROSEEDEO SI.OPES FAIL TO PROV/OE EFFEC17VE
COVfRAGE OF GRADED SI.OPES (90X COVfRAGE) PRIOR TO NOVEMBER 1.5, THE
SI.OPES SHALL 8E STA8/UZEO BY PUNCHED STRAW INSTALLED IN ACCORDANCE
ltlTH SECTION 35.02J OF THE EROSION AND SEDIMENT CONTROC HANDBOOK OF
THE DEPAR17,/ENT OF CONSERVA T/ON, STA TE OF CAUFORNIA
lEW'ORARY EROSION CONTROL
PLANTING AND IRRIGATION NOlES:
All PERMANENT ANO TOIPORARY EROSION CONTRa. Pl.ANT/Nr1 ANO
IRRICA TION SHALL BE INS TAI.LEO AND MAINTAINED AS l?EOUll?ED IN
SEC170N 212 OF THf STANDARD SPECIF/CA 170NS AND THE FOI.LO'MNG:
A. HYDROSEEDING SHALL 8E APPUED TO:
1. All SI.OPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VfRTICAl)
OR SIW'ER m-lEN THEY ARE:
a. THREE FEET rxl MORE IN HEIGHT ANO ADJACENT TO A PU8UC
WALL OR STREET.
b. ALL SI.OPES 4 FEET OR MORF: IN HEIGHT.
2. ARfAS GRADED FtA TTER THAN 6: 1 m-!EN ANY OF THE
FOLLOl!ING CONDITIONS EXIST:
a. Nor SCHEDULED FOR IMPROVEMENTS{CONSTRUCTION OR
GENERAL LANDSCAPING) l!ITHIN 60 DAYS OF ROUGH
GRADING
b. IOENTIFIEO BY THE PARKS ANO RECREA 1ION DIRECTOR AS
HIGHLY VISIB!.E TO THE PU8UC.
c. HAVE ANY SPECIAL CONDITION IDENTIAEO BY THE CITY
ENGINEER TIIAT WARRANTS IMMEDIA 7[ TREATMENT.
8. HYDROSEEOED AREAS SHALL 8E IRRICA TEO IN ACCORDANCE WflH
THE FOi.LOWiNG CRITERIA:
1. ALL SI.OPES THAr ARE GRADED 6: 1 OR STEEPER ANO TIIAT ARE:
a. THREE TO EIGH r FEET IN HE/Giff SHALL BE /RR/GA TED BY HANO
WA T[R/Nr1 FROM QUICK COUPI.ERS/HOSE 8185 rxl A CON\e/T/ONAL
SYS7EI.I OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING
100X COVfRAC£
b. CREA TER THAN /J FEET IN HE/Giff SHALL BE WA TEREO BY A
CON\e/T/ONAL SYS7EI.I OF LOW Pl?ECIPfTA TION SPRINKLER HEADS
PROVIDJN(1 100X COVfRAC£
2. AREAS SI.OPED LESS THAN 6: 1 SHAI.L BE IRRICA TED AS APPROVED
CITY ENGINEER, PRIOR TO HYDROSEEO/NG. TIIE OEVEI..OPER SHALL
SUBM!r A PROPOSED SCHEME TO PROV/OE IRRIGA HON TO THE CITY
ENGINEER. THE PROPOSAL SHALL 8E SPECIFIC REGARDING THE NUMBERS,
TYPES .t COSTS OF THE fl.£MENIS OF THE PROPOSED SYS7EI,/.
lEMPORARY EROSION CONTROL
PLANTlNQ AND fflGA TlON NOlES: <CONrl
FF=IOO.O
FORMED SURFACE
2. TYPE 1 I.IULCH APPUEO AT THE RA TE OF NO LESS THAN 2000 lb, PER
ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAIJUCALL Y APPI . .IEO RBER MA TEJI/At. IIHEJI STRAW IS USED IT MUST
8E ANCHORED 10 THE SI.OPE BY MECHANICAU Y PUNCH/Nr1 WO LESS
lHAN 50:t OF THE STRAW INTO THE SOit.
A ', ·. ',-,6.. · ,·. 9: ', ►
-----+•.,. .. ·--1• f-r-c'r~-• ~N. / ORl~i ,. --
.l FERTll/ZER CONS/ST/N(1 OF AMMONIUM PHOSPHATE sutFA TE, 16-20-0.
14171-1 15:t SULFUR APPUEO AT THE RA TE OF 500 lb .. PER ACRE.
0. AREAS 10 8E HYDROSffDEO SHALL BE PREPARED PRIOR TO HYDROSffDINr1 Br.
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY rxl A COMBINATION OF:
a. TRACK WALKING SI.OPES STEEPER THAN 6: 1
b. HARR0/41NG AREAS 6: 1 OR 1-1.A m:R TIIAT AR£ SUFRC/fNTI. Y FRIABLE.
c. RIPP/Nr1 AREAS THAT llfll NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDIT/ONIN(1 THE SOILS SO THAT IT IS SUITABI.E FOR PLANT/Nr1 Br.
a. AO.JJST/NG THE SURFACE SOIi. MOISTURE TO PROV/OE A DAMP
BUT NOT SA lVRA TED SEED BED.
b. THE ADDITION OF SOIi.. AMENDMENTS, PH AO.JJS17,/ENT, LEACHING
OR COVfR/Nr1 SAUNE SOII.S TO PROVIDED VIAB!.E CONDITIONS
FOR GROW11t
E. HYDROSEEDEO AREAS SHALL 8E MAIN TA/NED TO PROV/OE A VIGOROUS GROWTH
UNTll THE PRO.£CT IS PERMANENTI. Y LANDSCAPED OR, FOR AREAS m-lERE
HYDROSSED/Nr1 IS THE PfRMANENT LANDSCAPIN(), UN71l THE PR0£CT IS
COMPI.ETED ANO ALL BONDS RELEASED.
a----~
10' MIN.
MIN. 1 :r SWALE
(r~-=rt
RET. WALL ERu1RYARO
SETBACK
20X LOT
. . --
NO SCALE
l l WIO 71-1 ( 1 O' MIN.)
10X Lor WIDIH
(5' MIN.)•
10X LOT W1071-1
~ l l
(5' MIN.)• l •5• MIN.A l
A
8' MIN. ,-
PORCH SETBACK
l HOUSE SETBACK
r_==".'.~t::~~2'R8ER ROLLS ALONG ----FT=~.._..-l~= RIGHT OF WAY (20'±)
CURB .t GUTTER
8-+-~ -R=5' (TYP.)
smrrT SL OPE
PLANNING AREA 10 MODEL HOUSES
TYPICAL LOT DRAINAGE ANO EROSION CONTROi.. N. T.S.
SIDEYARD FENCE
MIN.DISTANCE
TO FACE Of WALL
DEEPENED FOOTING PROP. MIN. pRAINAGE
IF NEEDED DISTANCE J TO Bl0r1
NOTE: DEEPENED FOOTING SHALL EXTF:ND 1' MINIMUM BfLOW LO~ST ADJACENT f10"M.IN£ ELEVA T/ON
DETAIL •A•
NO SCALE
F.F.
15 MIN.
SWALE
5' MIN.
~ -4 -.::::....12~:C~t,U~tl T
O:c ti,A'I-• SECTION A•A (z
NO SCALE
RN/SH
GRADE
1 _J .l /RR/GA T/ON SHALL MAINTAIN THE MOIS7URf LEvEZ. OF THf SOIL Ar THE
OPT/MUI.I LEvEZ. FOR THE GROWTH OF THE HYDROSEEDEO GROWTH.
~ PROPERTY LINE
GARAGE
SWALE
~
14' MIN.
I f I
L
3R/ 2R
-
' •
I ~ I ~ 12' :i HJ' b .. -
8' MIN.
PORCH SETBACK TYP. ( )
C.
f REARYARD
SETBACK 20% LOT
W1071-/
""'· w. S/1" WALK
CURB .t GUTTER
HYDROSEEDING MIX SHAI.L CONS/Sr OF AU OF THE FOCLOW1NG: ,( O <1. _
I. SEED MIX SHALL CONSIST OF NO LESS THAN: 13' PARKW." y TRANS1112~ .._v, a. 20 lbs. PfR ACRE OF ROSE CLOVER " 2· :a• -~·~<,ri:\
b. 20 lbs. PfR ACRE OF ZORRO FESCUE o/,,.,,
c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNIA ~ 2X ~ ~
d. 4 ,b,. PER ACRE OF ACHILLEA MILLEFOI.JA .,;;!~==k:::=:=:::::::t~~i~q":· =====~4~"~t,4~A~)(=========~-:=.==rr===7 11. J lbs. PER ACRE OF Al YSSUI.I (CARPET OF SNOW) ,F="e,.;;;,r'---,1'1
f. 1 /2 lb. PER ACRf OF DIMORPHOCECA STREET
g. ITEMS c,d,", ANO f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS m-lERE THE AREA 8EJNG HYOROSEEDEO IS NOT VISIBLE
FROM EITHER A PUBUC STREET OR RESIDENTIAL STRUClVl?ES.
h. /TEI,/ a OF THIS SUBSECTION MUST 8E INOWLA T[0 l!ITH A WITROGEN
FIXING BACTERIA ANO APPLIED DRY EJTIIER BY OR/LUNG OR
BROADCAST/NG BEFORE HYDROSEEDING.
L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN
UNOPENED CONTAINERS 14171-1 THE CAUFORNIA OfPAR17,/ENT OF FOOD
ANO AGRICUI.. 7URE CERT/FICA TION TAG A TTACHEO TO, rxl PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC 'M:mNG AGENTS MAY BE ADDEO TO TIIE
HYDROSEED SI.URRY AT THE DISCRETION OF THE CONTRACTOR.
PRIVATE CONTRACT
SECTION B·B
NO SCALE
10' MIN.
02:r
"AS BUil T"
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PUBLIC PROPOSED smEET PA-10 :TYPICAL LOT AND SEJBACK REQUIREMENTS l-----i---t------------+---1-----1----1-------11 SH2EET I CITY OF CARLSBAD I SHEJETS I
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OESCRIP170N: BRASS DISI< IN CONCRETE IN A STANOARO SURlf:Y ,lfLL ON
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LOCATION:COUNTY OF SAN DIEGO 8ENCHMAFI_/(_ DESIGNATION NO. R1800 288+89 EC
ELEVATION: 311.407 M.S.L. DAlVM: N.C.V.D. 29 _____ _
No. 42951 ~
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PR.OJECTDESIGN CONSULTANTS
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701 B Street, Suite 800, San Diego, CA 92l01
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS. R.C.E. 42951 DATE REGISTRATION 00.GNED PM
EXPIRES 0J-31-05 BY: RE\1EW: --'¼ ~ ~-to•tll'
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BRESSI RANCH PLANNING AREA 10
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DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE 1Nll1AL g~0BJ~: wi,f PROJECT NO.
NGINEER OF WORK OTHER APPROVAL Cll't' APPROVAL RVWD BY: ~ CT 02-14 (5)
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EXPIRES 12-31-051
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PR.omcrDF.SIGN CONSULTANTS
PlANNJNo • ~ • ENoooll!RJNo • SUIM!Y/UPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS. R,C,E. 42951 DATE REGISlRA 1100 DESIGNED PM SURVEY
~ EXPIRES 03-31-Qe BY: REVIEW: RE\lEW:
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PRIVATE CONTRACT
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RCE ~/~(; EXP. tt-3/-08 DATE
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INSPECTOR
l--~---+------------1-----1---,i__-1----1 I SHJEET I CITY OF CARLSBAD I SHEJETS
1 ::::=~::::::::=::::E:::::N::::::Gl:::::NE::E:::::Rl::::NG:::::::DE:::P::::::A::::RTM::::::EN::::::T=:::::~===
l---+---+--------------1----1---1---1----l PRECISE GRADING & EROSION CONTROL PLANS fOR:
BRESSI RANCH PLANNING AREA 10
1---+---+-----------1---1--1----1----1 MODEL HOMES (LOTS 375 TO 377)
1---+---+----------------11----l---l---l----ll 70VED: LLYOD tf.JBBSl{Y.
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DA TE INlllAL
NGINEER Of WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL g:DBJ~: ?t-J
OlliER Af'PROVA CHY Af'PROVAL RVWD BY: - -
PROJECT NO.
CT 02-14 (5)
EXPIRES ,z-31-0, I
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DRAWING NO.
41J-1C
061004