HomeMy WebLinkAboutDWG 413-7B; CT 02-14 (4); BRESSI RANCH PA 9 PHASE 1 UNIT 4; 01-03,
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----------------------------------------------------------------------------------------------------------------------------------------------------------·· CRADINGNOTES:
(IN ADDtnON TO 71-IE REQUIREMENTS OF CHAPTER 15.16 OF 71-IE
CARLSBAD MUNICIPAL CODE.)
I. THIS Pl.AN SUPf:RScDES ALL O 11/i;.R Pf..AHS PRf:.VIOUSL Y N'PROVED 8Y THC CITY
OF CARLSBAD RfGARDING GRADING SHOWN ON THIS ScT OF Pl.ANS.
2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WN\I!" ANY PORllOH CF THE
CARt.SBAO MUNICIPAL CODE; RESOLUllON OF COND/llONAL N'PROVAL. CITY
STANDARDS OR OTHF:R ADO/llONAL DOCUMENTS USTEO H£REON AS 1HCY MAY
Pf:RTA/N TO THIS PRO.ECT. THC £:NG/NITR IN RESPONSIBLE CHARGE SHALL
RfVISE 11/fst Pl.ANS 'Mif:.N NON-CONFORMANCE IS DISCO',fREO.
CRADING NOTES (cont)
29. THE OWNUI/N'PUCANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE WORK OF
THESE GRAD/N(1 Pl.ANS 'ft!TH THAT SHOWN ON BOTH THE LANDSCN'E ANO /RR/GA noN PLANS AND Tl/!
CARLSBAD TRACT
IMPROVEMENT Pl.ANS AS REQU/RfO FOR THIS 'IIORK IN ACCORDANCE 111111 THE LANDSCN'E MANUAL llME REQUIREMO/Ts.
STORM DRAIN PIPE SHALL 8E Rf:./NFORCEO CONCRETE PIP! 111111 A MINIMUM 0-lOAO OF l,J50 OR ASBESTOS CfMENT PIP! rl!TH A MINIMUM 0-LOAO
JO. OF 2,000. FOR PRIVATE STORM DRNNS, PIPfS UP TO 15" PVC MAY 8£ U11LJZED PROVIDEO OEP11i IS LESS 11-IAN 15 FFET AND BACKFll/£0 11111-1
J/4" ROCK PER SDRSD S-4 TYPE". •c• ANO PIPE MEETS ASThl STANDARD JOJ4 FOR SOR J5 SOLID WALL PfPE.
JI. 'MIER€ AN EX!SllNG PIPE". UNE IS 10 BE ABANDONEO AS A RESIJI.T OF 111£ GRADING OPERAllON, IT SHALL BE REMOVED IIITHIN rllfNTY FEET OF
8/J"-.OING OR STREET AREAS ANO REPf..ACEO "'111 PROPf:Rf. Y COMPACTED SOILS. IN OTHER AREAS, THE PIPE "'U 8£ PLUGGED 'ftl11i CONCRETE OR
RfMOVED AS N'PROVED 8Y THE CITY ENGINITR.
BRESSI RANCH
NO. CT-02-14
RESIDENTIAL
9 PHASE 1
LEGEND
~
(263)
Pl.AN NUM8ER (R=REVERSc)
LOT NUMBER
PAO 11.EVA llON
.
.l CITY N'PROVAL CF Pf..AHS DOES NOT R/1./f\lE THE Df'rUOPER OR £:NGINITR-OF'-
WORK FROM RESPONSIBILJTY FOR THE CORRfCllON CF E:RRORS ANO OWSSIONS
DISCOVU?f;O OUR/NG CONSJRUCnON. All Pl.AN RfVISIONS SHALL BE PROMP7l Y
SUBMITTfO 10 THC CITY ENG/NEER FOR N'PROVAL
J2. THE CONTRACTOR SHALL VERIFY 111£ LOCAnoN OF All (XISnNG FACILJnES (ABO\.£' GROUND AND UNDER GROUND) "'THIN THE PRO.£CT SITE
sumCIEN7lY AHEAD OF GRADING TO PtRMIT THE REVISION OF THE GRADING Pt.ANS IF ,r IS FOUND THAT 111£ ACIUAL LOCA nONS ARE IN
CONAJCT 'ftl11i THC PROPOScD !\ORK.
CASSIA
(LOTS 263 -
PA
268 & 281 -284)
!PE 694.5!
!FT 695.2!
IGFT 694.51
RN/SH FLOOR 11.EVA TION
GARAGI: FLOOR 11.EVAnON
BACKFI.OW PRfV£NTER R[QU/RfO
\
4,. A RIGHT-OF-WAY PERMIT FROM THE CITY ENG/NEER IIILL 8£ R[QU/RED FOR ANY
WORK IN THE PUBUC RIGHT CF WAY. PRIOR 10 PERMIT ISSUANCE, A
<:£RT/FICA TE CX' INSURANCE MUST BE FILED NAMING THE CITY CF CARLSBAD AS
AN AOO/llONAL INSURfO ON THE Pf:.Rl,IJTTEE'S POLICY IN THE MINIMUM AMOUNT
OF 11,000,000.00 FOR EACH OCCURRf:.NCE CF UAB/UTY. THE INSURANCE
COMPANY WRlnNG THE POLJCY MUST HAIi!" A RAnNG CF "A" ANO A SIZE
CATEGORY OF ct.ASS VAS ESTAEJIJSHED BY "BESTS" KEY RA llNG GUIDE.
JJ. THE CONTRACTOR SHALL NOllFY AFF'ECTED UnLJTY COMPANlfS (Sff £311.0W) AT LEAST TllO (2) FVU 'IIORK/NG DAYS PRIOR TO STARllNG GRADING NEAR 11/EIR
FACIUnES AND SHALL COORDINATE THE 'IIORK 'ftl11i A COMPANY Rf:.PRESENTA ll'vE
UNDERGROUND ScRVICE ALERT t-800-422-4tJJ CITY OF CARLSBAD (STREETS .t STORM DRNN)
SDGM f•8Q0' 660-7J4J CITY OF CARLSBAD [Scl\£R,WA7ffi .t RECI.AIMED WATER) sec 1-80d-892-012J
AD£11'HIA CABLE COMMUN/CA nONs (760) 4J8-774t cox COMMUN/CA noNS (760) 806-9809
(760) 434-2980
(760) 438-2722
$ UNtESS EXEI.IPTE:O 8Y SccnoN J01.(b)5 OF THE UNIFORM 8UILDING CODE,
RfTA/N/NG WALLS OUTS/0£ OF PUBLIC RIGHT CF WAY /?fQUIRE SEPARATE
ro?MITS FROM THE 8/JIWING Df:.PARTME:Nr. J4,. PERMIT COMPUANCE REQUIREMENTS:
6. //0 WORK SHALL COMMENCE LINIIL ALL Pf:RMITS HA\.£' BEEN 08TNNEO FROM 7HE
CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE Pl.ANS BY 11/f CITY ENG/NEER DOES NOT AUTHORIZE ANY
'IIORK OR GRADING TO 8! PERFORMED UN Tit THE PROPf:R TY O WNf:R'S Pf:.RMISS/ON
HAS BEEN OBTNNEO ANO A VAUO GRADING PERMIT HAS 8EEN ISSL/fD.
& NO RfVIS/ONS 11111. 8£ MAD! 10 THESE Pl.ANS 'ftl11iOUT 111£ rlf?IT/EN N'PROVAL
OF 111£ CITY ENG/NEf:R, NOTED 11111-IIN THE REVISION BLOCK, ON THE
APPROPRIATE SHf:.ET OF THE Pl.ANS AND THE n 1l.E SHE[T.
9. ORIGINAL DRA"'NGS SHALL 8ECOME THE PROPERTY OF THE CITY UPON IJE/NG
SIGNED 8Y THE CITY ENG/NEER.
A. FOR CONTROLLED GRADING-THE APPUCANT HIRES A CIVIL ENGINEER, SOILS ENG/NEER, AND/OR GfOLOGIST 10 GIVE TECHNICAL ADV/Cl; OBSERI£' AND
CONTROL THE WORK IN PROGRESS {15.18.120A.8./ CARI.SBAO MUNICIPAL CODE.
8. PRIOR TO RNAL APPROVAL <F A GRADING PERMIT-THE FOLLO"'NG /?fPORTS MUST 8£ SU8MITTE:0 TO THE CITY ENGINEER 11A ll!E PRO.ECT INSP[CTOR
{15.16.120A.1o/ CARLSBAD MUNICIPAL COD£:
(1) RNAL RfPORT BY SUPERVISING GRADING ENGINEER STAnNG ALL GRADING IS COMPU:TE All EROSION CONTROi., SLOP€ Pt.ANnNG AND /RR/GA nON
ARE INSTAUED IN CONFORMANCE 1',111/ CITY GOOF: AND mE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE l£T1FR FROM CITY ENG/NffR DEPARTM£NT).
(2) AS-8UIL T GRADING Pt.AN.
(J) REPORT FROM THE SOILS ENGINEER, 'Mi/CH INCLUDES RECOMMENDED SOIL BEARING CAPAClllES, A STA TfMENT AS TO THE EXPANSIVE QUAUTY CF THE
SOIL. ANO SUMMARIES OF Fl/1.0 AND LABORATORY TESTS. 7HE REPORT SHALL ALSO INCLUDE A STATEMENT 8Y ll/E SOILS ENG/NITR THAT THE GRADING
WAS DONE IN ACCOROANCE 111111 THE REQUIREMfNTS AND Rf:.COMMENDAllONS OUIUNEO IN 11/E PREUMINARY SOILS RfPORT AND ANY SUPP!.EMENTS THERETO.
(4) REPORT 111111 AS-8UILT GHXOGIC Pl.AN, IF REQUIRfD 8Y 11/E CITY. 10. THE ORIGINAL DRA'ft!NG SHALL BE RfVISEO 10 REFIECT AS-BU"-.T CONDlllONS BY 11-IE
ENGINEER-OF-'IIORK PRIOR 10 FINAL ACCEPTANCE OF THE WORK 8Y THE CITY.
i,. ACCESS FOR FIRE ANO 011-IER EME:RGENCY VEHIC1.£S SHALL BE MAINTAINED TO
THE PRO.EDT SITE AT ALL nMES OUR/NG CONSTRUCnON.
JS. UNl£SS A GRADING PtRMIT FOR THIS PROJECT IS ISSUED Y,!TH/N ONE (,J YEAR AFTER 11-lf". CITY ENGINEER'S N'PROVAL. THESc Pl.ANS MAY fJE REQUl/?fD TO BE
RESUBMITTE:O FOR Pl.A~~. PI.AN~K FEES ~l . R[QU/RED Fbk ANY SUCH RECHECK.
ii!t.iTHEt!t[{ f'T n~ ~ ~:. ~-:;~~ ~_{eo~ ~0~~!11-~"'.J, 12. 'MIER€ TRENCHES ARE 'ft!THIN CITY EASEMENTS, A SOR.S REPORT COMPRISED
OF: (A) SUMMARY SHEEr. (8) LABORATORY WORK SHEETS AND (C) COIIPACllON
CURVES, SHALL BE SUBli/TTE:O 8Y A PROffSSIONAl ENGINEf:R CF n-lE STA TE OF
CAUFORN/,'. PRINC/P ALLY DOING 8/JSINESS IN THE Fl/1.0 OF N'PLJEO SOILS
MfCHANICS. THE SOILS Rt.PORT IIIU 8£ SUBlil TTfO 10 THE CITY ENGINEERING
INSPECTOR Y,fTH/N TllO (2) 'IIORKING DAYS OF THE COMPLEllON OF Fl/1.0 TESTS.
· -Ah GRAo"fNo ~'tt BE DON£ IN~ D~CE 111111 THE RECOMMENDA ~, • ~l Lf, loo;
AND SPEC/FICA llONS CONTAINED IN SAID SOILS REPORT. PROJECT
SITE
IJ. A SOILS COMPACllON Rt.PORT ANO COMPUANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMMENDA nONS OUTUNEO IN THE SOILS REPORT IS REQIJ/RfD
PRIOR TO THE ISSUANCE OF A BU/WING Pf:RMIT. ALL CONTROLLED GRADING
SHAU BE DONE UNDER Tl/! DIRfCllON CF A PROFESSJONAl ENGINEER OF THE
STA TE CF CAUFORNIA PR/NCIPAU Y DOING 8USINESS IN THE Fl/1.0 CX' N'Pl.lED
SOILS l,l[CHANICS. ALL FILL OR FUTURE Fill AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE 111TH THC CITY OF CARLSBAD STANDARD SPEC/FICAllONS ANO THE
• EARTHWORK SPECJF7CAllONS • ATTACIIEO 10 THE PREIJMINARY SOR.S
INVESnGA noN. DAIi. y Flf11) COMPACnON REPORTS mLL 8£ SU8MITTf0 TO Tl/!
PRO.£CT INSPECTOR.
14.. A PRFCONSTRUCTIQN MffUNG $HAIL Rf HFJQ AT TII£ Sllf PR/08 TO llf'f
8fGfNN/NG Of lll'JfflC ANO SHAii Bf A TIDIDfTI BY All RfPRfSfNL! U\£$
RfSPONSIBLE FOR CONSTRUCllON. INSPECllON. SUPERVISION. TESllNG ..¢1/if---'Arr.lli'Fm-...
Tvn: ;;,r/ALL In< MEEnm,
11/ROUGH Tl/! PERMIT CLE:RK (760-4J8-J891) AT LEAST FIii!" (5)
!\ORK/NG DAYS PRIOR 10 STARllNG CONSJRUCTION. APPRO'vtiJ DRA'ft!NGS
MUST 8£ AVAILABLE PRIOR TO SCHEOULING. THE GRADING Pf:.RMIT llfll BE PROVIDED
8Y THE PRO.ECT INSPECTOR AT TH£ MEE7/NG.
15. Al L INSPECUON REQUESTS QTIIER THAN FOR PRECOl{STRUCUON MffUNG ~IL Bl
MAD£ BY CAIi iNG llf'f [N('.JNEFR/NG 24-HQ1t8 IN$PFCUON RfQl/fST I INC AT
(76QI ,fJB-3891. INSPECUON RfQUEST$ MUST Rf RECEl'A."Q PRIOR TO 2: 00 Pt,/.
ON 7Ht DAY BEFORC THE INSPECllON IS NEEDED. INSPECllONS 11111. BE MADE
THE NEXT WORK DAY UNl£SS YOU REQUESf OTHERrl!SE. RfQIJESTS MADE AFTER
2; 00 P.M. 'ftflL BE SCHEOULEO FOR TI\O (2) f1JLL 'IIORK DAYS LA n;R.
111. 111£ OWNF:R AND/OR APPUCANT THROUGH THE DE\IUWf:.R ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY OEWCES. /Na.UDING
SHORING, ANO SHALL BE SOL/1. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL.
STATE ANO FEDERAL SAFETY AND IIEALTH STANDARDS, LAll'S ANO REGULAnoNS.
,,. THE CONTRACTOR SHALL CONFORM 10 LABOR CODE ScCnON ~705 8Y SU8MlmNG
A DfTAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'ft!N(;
THE DESIGN OF SHORING, fJRACING SI.WIN(; OR OTHER PROVISIONS 10 BE MADE
OF 'IIORKER PROTECnON PROM ll!E HAZARD CF CA VINO GROUND DURING THE
EXCAVA nON (X' SUCH TRENCH OR TR£:NCHES OR DURING THE PIPE INSTALLA nON
THEREIN. THIS Pt.AN MUST BE PRfPAR[f) FOR ALL TRENCHES FI\IE FEET (5? OR
MORC IN Df:.PTII AND APPROVED BY THC CITY ENG/NITR AND/OR CONCERNED
AGENCY PRIOR TO EXCAVA noN. IF THC pt AN VARIES [ROIJ me SHORING SYS!f/,/
STANDAFIDS ESTABIJSHED BY THE CONSTRUCnON SAFFTY ORDERS. nn_c 8
CALIFORNIA ADMINISTRA n',,( CODE. THC Pf.AN SHALL 8£ PREPARED BY A
RfG/S[[RfQ ENGINEER ,', T THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVAllON PERMIT MUST BE SUBMITTE:O TO THE INSPECTOR PRIOR TO
EXCAVA nON.
111. NO BLASllNG SHALL BE PERFORMED UNTIL A VALID BLASnNr; Pf:RMJT HAS BEEN
OBTNNEO FROM THE CITY OF CARLSBAD. SU8MIT N'PUCA nON FOR BLASnNG
PoRMIT 11£1.l IN ADVANCE OF THE SCHEDUUNG OF BLASnNr; OPERA nONS
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'IIITHIN ANY WORK AREA
DUR/NG CONSJRUCTION, OPERA noNS l\1t.L CEASE IMMf:.DIA TEL Y, ANO 7HE
Pf:Rli/TTfE "'LL NOTIFY THE CITY ENGINEER. WERAllONS 111!.L NOT RESTART
UNTIi. THE PtR/JITTfE HAS RECEIVEO WRITTEN AUTHORITY FROM 11/f CITY
ENG/NEER TO 00 SO.
2(). ALL OPERA nONS CONDUCTED ON THC SITE OR ADJACENT ll/ERfTO, INCLUDING
WARMING UP, RfPAIR, ARRIVAL. DEPART/JR[ OR OPERA nON CX' TRUCKS,
EARTHMOvlNC EOUIPM£NT, CONSTRUCllON £QIJIPM£NT AND ANY 01H£R ASSOC/A lfD
GRADING EQUIPMENT SHALL BE UM/TEO TO THE PER/00 BET\lff:.N 7: 00 A.M. AND
SUNScT [ACH DAY, MONDAY 11-IRU rRIDAY AND NO fARTHMOVING OR GRADING
<H:Rkl)ONS SHALL BE CONDUCTED ON l\£EKENDS OR HOLIDAYS (A UST OF CITY
HOLIDAlS IS AVAILA8Lt AT THC ENG/NEERING Df:.PARTMf:.NT COUNIER.)
21. ALL OFl,.s,TC HAUi. ROUTES SHAJ.l BE SIJBl,IJTTfD BY THE CONTRACTOR 70 THC CITY
ENG/NEER FOR N'PROVAL TI\O (2[ f1JLL WORKING DAYS PRIOR TO IJEGINNING Of WORK.
22. /MPQRj MATERIAL SHALL 8£ OBTNNEO FROM, AND WASTE MA lffilAl SHALL 8£
DEPOS/.TEO Ar, A SITE N'PROVED BY THC CITY ENG/NEER. THE CONTRACTOR
SHAL[8£ RESPONSIBLE: FOR ANY DEBRIS OR DAMAGC OCCURRING ALONG /Ht HAUL
ROUTES OR ADJACENT STRffTS AS A RESLIL T OF THC GRADING WERA llON.
2J. EJRUSH SHALL 8£ REMOVED ONt Y 'ftl11i/N THE AREA TO 8£ GRADfD. NO 1/?fES ARE
TO BE REMOVf.D UNl£SS SPECIFICALLY NOTED ON THE Pl.AN.
24. ALL AREAS SHAU BE GRADED TO DRAIN. GRADING RESUL llNG IN 111£ PONDING OF
WATER IS NOT PERMITTfD.ALL EAR7HEN SWAl£S AND DITCHfS SHALL HAI£ 1~ MIN. SI.OPE
2$. THESE Pl.ANS ARE SUB.ECT 10 A SIGNEO ANO APPROVEO SET OF EROSION
CONTROL Pl.ANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS N'PROVEO BY
TH£ CITY ENGINEf:.R OR AS DIRfCn::D BY THE PRO.£CT INSPECTOR.
211. All st.OPES SHALL BE TRIMMED TO A RN/SH GRADE 10 PR(J()l)CE A UNIFORM
SURFACE AND CROSS ScCllON. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERI. Y CONDmON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
ANO DISPOSED OF AT A SITE N'PROVEO OF 8Y THC CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STAB/UZED, PI.ANTE:0 AND/OR HYDROSEEDEO
IIITHIN TEN (10) DAYS CF THE llME 'Mif:.N EACH SLOPE IS 8ROUGHT 10 GRADC
AS SHOWN ON THE N'PROVEO GRADING Pl.ANS.
211. LANDSCAPING SHALL BE ACCOMPUSHED ON ALL SLOPES ANO PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING Pl.ANS FOR
11-IIS PRO.ECr, DRA'ft!NG NO. Jll-Jl, AND/OR AS DIRECTED BY THE CITY
£NG/NEf:R OR Pl.ANNING D/RfCTOR.
CONTRACTOR'S NOTE
'DECLARAT10N OF RESPONSIBLE CHARGE'
I HEREBY DECLARE 71-IA T I AIJ 71-1£ ENGINEER OF WORK FOR 71-1/S PROJECT, 71-IA T I HA VE:
F:XERCISED RESPONSIBLE: CHARGE O\IE"R 71-IE: DESIGN OF 71-IE PROJfCT AS D£FINED IN
SECTION IJ70J OF /HE: BUSINESS ANO PROFESSIONS COD£, ANO 71-IA T 71-IE DESIGN IS
CONSISTENT \1,117-/ CURRENT STANDARDS.
I UNDERSTAND 71-IAT 71-IE: CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY 71-IE
CITY OF CARLSBAD IS CONFINf:.DTO A REVIEW ONLY AND DOES NOT RELIEVE: ME'., AS
ENGINEER OF WORK, OF MY R£SPONSl8UnES FOR PROJECT DESIGN.
FIRM: ___ P_R_O_JE_C_T_DE_S_IG_N_C_ON_SU_L_TA_N_TS ___ _
ADDRESS: 701 B STRf:.ET, SUITE 800 -----~~--------
Cl TY, STA TE: SAN DIEGO, CALIFORNIA ---~-----------
TELEPHONE'.: (619) 2JS-6471 ---'--~.,....-'-------
~ 1-r1-~
B~c'~l1f5 M KIL~€
R.C .• ' -. 466'1'2. --~------------
DATE:
REGIS TR A noN EXPIRATION DA TF:: 06 -$0-07
SOILS ENGINEER'S CERnACA TE
1, A),·/,;.,._~ t'~ ... ,1',. l,!/o-"-..fl,4ff • REGISTER[J) CIVIL ENGINEER OF me
STATE OF CAUFORNI,'. PRINCIPALLY 0/NG BUSINESS IN me FIELD Of APPUED SOIL
l
5
SHEET INDEX
SHffT I
SHEE:T 2.
SHffT J.
..
i;J
\
OSc
DR/I£'
NScmA
LANE
VICINITY MAP
NOT TO SCALE
. Tl7lE SHEET
. KEY MAP, DETAILS, SPECIAL NOTES
. PLAN 11EW
SOURCE OF TOPOGRAPHY
MECHANICS, H£REBY CERnFY THAT A SAMPUNG ANO STUDY OF 111£ son. CONO!nONS
PRF:VALENT 'ftlmlN THIS SITE WASMADE BY ME DR UNDER MY DIREcno'iJfTWEEN mE • /
DA TES OF .S•~ ,r#NI !WO "-I"-.,./ , 'L#~
00 (2) COMPLETE COPIES OF m'E: SD/LS REPORT COMPILED FROM m,s SIVDY, 'ftl71-I MY
RECOMMENDA noNS, HAS BEOI SUBMITTfO TO mE OFT/CE OF THE CITY ENGINEER. TOPOGRAPHY SHO'M-1 ON THESE PLANS WAS GF:NERA TED BY PHOTOGRAMMETRY
~
-, ·· METHODS FROM INFORMAllON GAmER£D ON MAY 11. 1998
///11. ,I]~ ~~·~; ___ BY SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS
SIGNED: j,,/a_ (.1/,(..._ DATE: 5°·11·0J/ 1/.').?-'~ •. "< ,~,!)\PER D~ NO. 400-8A.
rlllUAM DA \110 a.SON ,il.!1 i{ 111o. ~233 -'': t., \l TOPOGRAPHY SHOWN HEREON CONFORMS TO NA nDNAL MAP ACCURACY STANDARDS.
R.C.E. NO.: 452/JJ. LICENSE EXPIRAnON DATE: o9/Jo , 1t -W.& ; 'BASIS OF BEARING
OWNER'S CERT1FICA 7E: ~~ 0~~~~()'+-il' mE BAs1s OF BEARING FOR m,s suRVEY 1s TH£ cAuFoRNIA cOORD1NA TE
~ SYS70!, NAO BJ, ZONE 6 !WO WAS ESTABLISHEO 8Ef,lf£N STA noN NO.
I (llf) HERfBY CfRTIFY /HAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR Witt V-2002 P[R R.O.S. 1402J AND STAllON NO. SDCPS-41 £STABLISHED BY
RfTAINED TO SUPf:.RVISE OVER-All GRADING ACnVITY AND ADV/Sc ON THE COMPACTION AND mE COUNTY OF SAN DIEGO PER SAN 0/fGO COUNTY HORIZONTAL CONTROi.
STAJ/UTY ,-THIS SITE BOOK, IE, N88'54'05"W.
THE COM8/NED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GR/0
DISTANC£ = GROUND DISTANCE X COMBINED SCALE'. FACTOR. ALL MEASUREO
DISTANCES SHO'M-1 HEREON ARF: GROUND DISTANCES. THE MAPPING ANGI..£
AT STA noN V-2002 IS -O"J2'51.881"
I .\, ~~f----
AI./E: • a
OWNE fl/DEVELOPER
NAMF::
ADORfSS:
PHONF::
GREYSTONE HOMES
1525 FARADAY A VENUE, SUITE 300
CARLSBAD, CA. 92008
(760) 918-7765
NOTE: THE CONSTRUCllON OF UNDERGROUND FACIUllES SHALL NOT IJEGIN UNTIL A LETTER
HAS BEEN SUBMITTED TO THE CITY ENG/NE£R FROM mF: SOILS ENGINE£R STA nNG
me SEffiEMENT FROM ROUGH GRADING IS COMPLETE
BRESSI RANCH REFERENCE DRAWINGS
SE£ DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENllAL STREET IMPROVEMENT PLANS.
Sc! ORA 'ft!NG NO. 400-BA FOR MASS GRAOING AND EROSION CON TROI. PLANS
ScE ORA 'ft!NG NO. 400-BC FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS.
SEE DRAWING NO. 41J-7 FOR BRESSI RANCH RESIDENTIAL IMPROVEMENT PLANS.
SE£ DRAWING NO. 41J-7A FOR BRESSI RANCH RESIOOITIAl GRADING PLANS.
QUOTED BEARINGS FRO/J REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN
TERMS OF SAID SYSIEM.
LEGAL DESCRIPOON
LOT 9 OF CARLSBAD TRACT CT 00-06 IN THE CITY OF CARLSBAD, COUNTY OF
SAN DIEGO, STA TE OF CAUFORNIA ACCORDING TO mE MAP THEREOF NO.
14600, FILED IN ll!E OFT/CE CF THE COUNTY RECORDER OF SAN DIEGO
COUNTY ON MAY 29, 200J, ANO THE REMAINDER LOT OF CARLSBAD TRACT NO.
02-14 UNIT NO. 4 IN mE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP mt:REOF NO. 14775, FILED IN me OFT/CE:
OF mE COUNTY RECORO£R OF SAN DIEGO COUNTY ON APRIL 29, 2004. THIS
PLAN SET INCLUDES ONLY LOTS 26J 10 268 ANO 281 TO 284.
PROJECT LOCA TlON
mtS PRO..£CT IS LOCATED 111111/N ASSESSORS PARCEL NUM8ER(S) 21J-122-02
THE CALIFORNIA COORDINATE INDEX OF THIS PRD.ECT IS: 1990-6252
SPECIAL NOTES
THE FOLLO'ft!NG NOTES ARE PROVIDED TO GIii!" DIRfCllO/'IS TO THE CONTRACTOR BY 11/E £NG/NEf:R
OF 'IIORK. THE CITY ENGINITRS SIGNATURE ON THESE Pl.ANS DOES NOT CONSnTUTE APPROVAL OF
ANY OF THESE NOTES AND THE CITY llll1. NOT 8£ RfSPONSIBLE FOR 1HEIR ENFORCEMENT.
,. THE LOCA nON OF EXISllNG unuTIES ARE 8ASEO ON AVAILABLE RECORO INFORMA nON. CONTRACTOR
SHALL VERIFY 7HE LOCAllON AND 11.EVAllON OF ALL EX/SllNG FAC/UT/fS (ABOVEGROUND AND
UNDERGROUND) IIITHIN THE PRO.ECT SITE THIS !\ORK SHALL BE PERFORMED sumCIEN7l y AHEAD
<F CONSTRUCnON TO PERMIT CITY N'PROVAL REVISIONS 10 THE CONSTRVCnON Pt.ANS IF ACTUAL
LOCA llONS AR[ FOUNO 10 8£ IN CONAJCT 'ft!TH THE PROPOSED !\ORK. CONTRACTOR SHAU NOTIFY
ENGINEER OF WORK <F ANY CONFUCTS OR ANY 011/F:R ununfS ENCOUNTERED PRIOR TO PROCEEDING
'ftl11i CONSTRUCllON.
2. CONTRACTOR SHALL TAKE PRECAUllONARY M£ASURfS TO PROTECT THE U11LJTY UNES SHOl'IH AND
ANY OTHER UNES NOT OF RfCORD OR NOT SHOl'IH ON 11/ESE Pf..AHS. ANY PAVEMENT OR 011-IER
EXISllNG SURFACE IMPROVEMENTS DAMAGED 8Y CONTRACTOR SHALL BE REPLACED AS RfQUIREO 8Y
THE CITY OF CARI.S8AD ENG/NITRING DEPARTMENr.
J. SAFETY PRfCAUllONS ANO ADEQUATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT All
llMES. NfJTHER THE OWNER NOR THE ENGINEf:.R OF WORK llll1. ENFORCE SAFETY MEASURES OR
REGULAnoNS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MA/NTNN ALL SAFFTY DEVICES,
INCi.UV/NG SHORING, AND SHALL 8E SOL/1. Y RESPONSl8Lt FOR CONFORMING TO ALL LOCAL. STA TE
AND FEDE:RAL SAFFTY AND HEALTH STANDARDS, LAll'S ANO REGULAllONS.
4. All LENG11iS AND DISTANCfS FOR IMPROVEMENTS SHOWN ON TH£S£ Pl.ANS ARE MEASURED IN A
HORIZONTAL Pl.AN!.
5. Tl/! DISPOSAL OF ANY ASBESTOS CEMENT PIP! SHALL 8£ IN COMPLJANCE 111711 ALL CURRfNT LOCAL.
STA TE ANO FEDERAL REGULA noNS.
6. THE WORK TO 8£ DONE ScCTION ON THIS SHEET USTS THE STANDARD SPECIRCAllONS AND DRA'ft!NGS
UScD DURING 11/E IMPROVEMENT Pl.AN / GRADING Pl.AN DESIGN. THESE Pl.ANS HA II!" 8EEN PREPAREO
IN ACCORDANCE 'ft!TH THE CURRENT EDlllONS OF THE STANDARD SPECIRCAnoNS ANO DRA'ft!NGS IN
EFFECT ON 111£ DA TE OF 111£ SIGNA TUR! BY THE ENGINEER OF !\ORK.
7. LOTS XXX USE CITY (F CARLSBAD Tiff I RETAINING WAIL. LOTS .W' USE ORIGINAL l?ECIONAl
STANDARD ORA'NNG C-1 Tiff WAIL.
AIR OUAUTY NOTES
I. AU C/?A[)ING SHAU BE OONC IN COMPUANCC 'NTH Sl}Af'CO ANO CARS
STANOAROS ANO REQUIREMENTS ANO OfJST CONTRa STAN/JAROS IN llTl.E 2,
(F THE CAlFCYINIA ADl,(!N!STRA Tia-I COll!:
2. WA Tfll/NG rF THE CRA[)ING Sill: SHAU TAKE Pl.ACE BEFORE AND DI/RING
GRA[)INO (Y'ff?A l/ONS TO U/N/1,(!ZE /JIJST CEJ{/J/,1 llON. A WA lER TRUCK SHALL
8£ l?EQIJIRETJ Tl) 8£ a-I Sill: AT AU T/YES Tl) THE SAnSFACllON (F THE CITY ENG/NEEi?.
WORK TO BE DONE:
111£ GRADING 'IIORK SHALL CONSIST OF 11-IE CONSTRUCllON OF ALL CUTS AND RLLS,
DRAINAGE FAC/Ull£S, EROSION CONTROL FACIUllES, ANO PI.ANllNG OF PE:RMANENT
LANOSCN'ING AND PRf:.PARA noN OF AS-BUil T GRADING Pt.ANS. All AS SHOWN OR
REQUIRED ON 7HIS S£T OF PLANS ANO mE CITY STANDARDS. SPECIF/CA nONS.
REQUIREMENTS, RESOLUTIONS ANO ORDINANC£S CITE:O OIi THESE Pl.ANS.
THE GRADING WORK SHALL BE PERFORMED Ill ACCORDANCE mm THE FOLLOrl!NG
DOCUM£:NTS, CURRENT AT 11-IE nME OF CONSTRUCnON, AS 0/RfCTED 8Y THE CITY
ENC/NEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF Pl.ANS
4. RESOLUllON NO. 5461 ANO 5464 DA TEO SEPTEMBf:R 17, 200J.
5. 7H! STANDAFID SP(CIRCA nONs FOR PUBUC I\ORKS CONSTRUCnON (GREEN 800K)
(® ;;_~: ->--.-·--,
[2J [2J NR CONOl llON/N(J PADS
SWALI (1.f MIN)
· · · · SWALE HIGH POINT rl!TII FLOW
UNC 11.EVA nON
-@"llio r;,&ZZW1'ZZili!Z3!1 • • • • • • -• • • • , •• , , . tXlliA 9£P'TH f0011Nt
pJ i .. · .. .. · CURB !NtET
~
o------<x '.DtJ---~g
--w--
-----1(s)
--s--
------
--11--11--
111111111111111 I I I I I I I I I I I I I I I I I
t+IIQIIII
-o---<O>----<O>----
•••••••••••
-0----10>-----
--0 O>----
Ll_ ..
STORM DRAIN PIPI
STORM DRAIN BO)I ( C/.!Ali OUT
OR TYPC "F" INLET)
STRUT UGHT
FIRC HYDRANT
WA 7ffi LA TERAL
WATER MAIN
S£1\£R LAWL
ScOCR MNN
. . . . ' TOP /TOE SLOPF:
SU8DIVISON BOUNDARY
FINISH GROUND CONTOURS (PtR
GRADING Pl.ANS)
OA )1JGHT UNE
RETAINING WALL TYPE PER Pl.Ali
( SEPARATE ro?MIT REQUIRED)
S'-(}" HIGH l!OOO FENCE
S'-(}" HIGH l!OOO GA 7£
s•-o• HIGH TUBULAR Sl[/1. FENct
6'-7' MASONRY PILASIERS
!J'-5' MASONRY WALL
!J' WROUGHT IRON FENCE 111111
JxJ POST ANO DECORA nil!" CN>
5' ENHANCEO l!OOO FENct
'lfOOO Fi;.NCC AT RETA/N/N(J WAU
DRIVEWAY
STEP TO GARAG!
~-SOILS Rt.PORT AND RECOMMENDAnONS 8Y PACIFIC SOILS DATED 10/17/97 AND ADDENDUM DATED 08/01/01, GAS ScRVICE
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY fJE MODIREO 8Y 11/E
CITY OF CARLSBAD STANDARDS
a THE CARLSBAD MUNICIPAL WATER DISTRICiS STANDARDS ANO SPECIF/CA nONs
FOR WA lffi, SEl1£R ANO R[ct.AIMEO WA ltR.
9. 11-IE CALIFORNIA DEPARTMENT OF TRANSPORTAllON, "MANUAL CF TRAFFIC CONTROLS FOR
CONSTRUCTION AND MAINTENANCE !\ORK ZONES°.
10. THE CALIFORNIA DEPARTMENT OF TRANSPORTAnON STANDARD SPECIFICAnONS
DOCUMENT NO. 769692.
11. THE: CAUFORNIA OCPART/.1£:NT CF TRANSPORTAllON STANDARD Pl.AN,
DOCUMENT NO. 769691.
12. THE STORM WATER POLLUnON PREVENTION Pt.AN (SIWPP) PREPARED BY
POC DA TEO APRIL 2004.
EAR71-IWORK OUANTTT7ES
CUT: 650 CY . . . . . . . . .. P-;ese As·Built Praci&e Gr acting Pian~ 011~ represent tfitt
QUAN71TY
18
4,665
'I,
18
1,200
z
UNIT
EA
l.F
EA
EA
EA
EA
ISi ....... ..
DJ
0 ..,
ELECTRICAL TRANSFORM[R (SOGE J421)
ABO\/!" GROUND
ELECTRICAL HANDI/OLE (SOGE JJ12}
£311.0W GROUNO
. 11.ECTRICAL/CABLE/PHONE RISERS
. RBER ROUS
---, ... J" P~ YARD DRAIIJ
· · · · · · · GRATE INLETS, 4• NOS A TR/UM DRAIN
OR APPROVED EQUAL
· SIDEWALK UNDERDRAIN PER 0-21
· GRA \fl OR SAND BAGS
· · · · · · · · · · · · · · · · , · · · , . J" PYO rA!iD D!iA/11 Cl.tA!( 0/Jt
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARO DRAWINGS UNLESS O~ERWISE INDICATED.
FILL: .. .. .. .. . .. .. O CY
IMPORT: . . . . . . . . . . . . . O CY
EXPORT: 650 CY .......
REMEDIAL: 0 CY
~:;:11t co;,JJ/io.A.10' Pad eievat•~~;~,.~'",;! ,----P-L_A_N_N_IN_G __ ;:D_E_A_R_T_M_E_N_T_A_P_P_R_O_V_A_L_-.-------,"", A_S_B_U_I_L_T...,,,------t,
e!E\iatior(:etterd~aA Cf/ 111"4 ~ ~ 'Al'-"/ ft
and d'•'""il' swa:o rocat•on, ('e11.,. M.lq, M:\ DATE: r, + '&~~ ✓· ~~ dated (i(_t1/~, __J. ba<.4 on • , ,
sun.eyfield shots tal<on /II t1,•co1"Qla\l<>n of each oltteet (SIGNED) " z--i r-C, e .......... ' ' .
NOTE: THE ABO\/!" QUANnnES ARE FOR
BONDING PURPOSES ONl Y AND SHOULD
NOT BE USED FOR FINAL PAY QUANnnES.
construct,o,, stages. They do not repres9nl tho .,.b<JiN MICHAEL • HOLZMIL , PLANNING DIRECTOR -'-----------DA TE
cona11,on& for any Jt!, .. iU,n,s showo on thwe pion• on LI..-. l,,..1 RCE 4~/(it, EXP. lt-al-~8
i,rtvoteproperfy(ot.eideoltt,,put,licnght-of•Nl!II (SIGNED) .!1...-..L_.DATE:tf,~ IU:1/Vl~ 5f:R EWED Ayo~-·1.
PRIVATE coNTRAcT RECOMMENDED aY:tlJfrN'x::ll\.iva(\() l:i__-v~~ qy.;/,-1/.,941
rt--====~===~~====================~=======l====r====t(~PR~IN~T~t~~M~E:~r.===:;-';:=S=PE=C=T=OR========::;'D::'A=TE=:::::;:11
t------i~-------------1---+--+---+----I I SHE,ET I CITY OF CARLSBAD I SHEJETS 11·_
ENGINEERING DEPAR™ENT
UNAUTI-IORIZED CHANGES & USES: The engineer preparing
these plans wiU not be responsible for, 0< liabls for, unauthorized
changes to or uses of thesa plan!. All changes to the plans must be
in writing and must be approved by the ;ireparer of thes!! plar:,,
California Council
of Clvl Engineers
IMPORTANT NOTlCB PRoJECTDFSIGN CoNSULTAN'IS
:===...::::::==========:.!::=::::: I PRECISE GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH PA 9 PHASE 1
(LOTS 263 -268 & 281 -284) & Land Surveyors
Construction contractor 09fees tt>ot in occordonc• with generally accepted corstr'Jction
practices, construcUon contractor wlH be ~equlred to assuma sols and corrtplete responsibility for Californro Council
job sitt conditiont during tht courst of constrvction of tti• project, inclvding sofety of ol persons f . .
ond property. thot this requirement shall bs mad!I ta apply continuously :md rot bs !imi\ed ta O Civl Engtneera
normol workili~ ho1.1r1, c.:uid construction controctoc further Jgree1 to defend, indemnity and hold & Land Surveyors
city of Son 01ego harmless from ::m:, and all liability, real or alleged, in connection with the
performonct of work on thi1 project. excepting 'iobilit.:, orising from the sole negligencs of :ity of
Son Diego ptofessionol.
Section 4218/4217 of tht Government
Codt reql.Ures that o Dig Alert ldentirtcation
Number be issued before o
-Pormit lo ExcOVCJta• will be Yofid.
f'or your Dig Alert 1.0. Number Call
Underground Service Alert
TOLL FRl!I ... 800•411-4131
Two working day, before you dig
PLANNINo ♦ ENvlRoNMENTAL • ~ • SlllMIYIGl'S
~-~1 701 BStreeT. Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
BENCH MARK
DESCRIPnON: BRASS DISK IN CONCRETE Ill A STANDARD SURVEY t\£1.L ON
CENTERLINE OF El CAMINO RF:AL
LOCA noN: COUNTY OF SAN DIEGO BOICHMARK DES/GNA nON NO. R1800 288+89 £C
11.EVA noN: 311.407 M.S.L DA IVM: N.G. v.o. 29
APPROVED: l,!.,O;t!? _liUB8: ~ EXPIRES 1~3fi"Of.
t:;--,~--:-t-::;:::-:--t-;,.,-:;;-:::,-;::-:;:.-------------+---+--+----J>----1 --¥.flY.. ':~ •:i,.t..:. •• --'•Ju-.... ") u, .• 2{(3.t,,A PtX, "A5 ·{3(JILT" ~ ~ "-"'
P.::D'-':'A':':TE!'+l,'-,N:'::rn="A.,...L+'-=.,==-------------+-D-A .... TE--1--IN-ITI~A-L-1-D-A-TE-ll-lN_ITI_A_L-I g~D BJ~--:---, PROJECT NO. DRAWING NO.
NGINEER ~ woRK REVISION DESCRIPTION ornER APPROVAL c1TY APPROVAL Rvwo sY: er 02-14 ('IJ 41J-7 a
••
; 04
'
1lll 0 I~
..., b
ojjj -. w --.t ' (lJ
N
MA/NT[NANCE/STORAGC NOTf:
CONTRACT/JR Tr) PRO~OC MA/NTENANCE/5TORAG£
ANO CONCR£TC WASHOl/r A/1£A Pf.AN Tr) TH£ ClrY
()f' CARI.SBAO PRIOII Tr) STARr Of' CONSTRIJCTIO/V.
KEY MAP
SCALE:: 1• =l00'
\
\
\
LOT SUMMARY
LOT ASScSSOR SITE: PLAN BACKFl.OW
NUMBER PARCEL I ADDRE:SS lYPE: PREVE:NTOR
26J 2IJ-160-01-00 6J51 HUNTINGTON OR/VF: 2A YES
264 2IJ-160-02-00 6J5, HUNTINGTON DRIVE: 18R YES
265 2IJ-160-0J-00 6J59 HUNTINGTON OR/VF: JCR YES
26/J 21J-160-04-00 6J6J HUNTINGTON OR/VF: 28R YES
287 • 21J-160-o,-oo 6J87 HUNTINGTON DRIVE: 1CR YES
268 21J-160-0/S-OO 8Jll HUNTINGTON DRIVE: JAR NO
281 21J-160-19-00 6J58 HUNTINGTON DRIVE: 20 YES
282 21 J-160-20-00 6J52 HUNTINGTON DR/VF: IA YES
28J 21J-160-21-00 6J48 HUNTINGTON OR/VF: JC YES
\
\
KEY MAP LEGEND
PROJECT BOUNDARY
LOT LINE [ = =@ SHEET NO.
310 LOT NUMBER
FOUNDATION
CATEGORY
*
*
*
*
*
*
*
*
*
fF
BUILDING
FOOTING
3• PVC YARD DRAIN AT
CL OF SWALE UNLESS
071-/ERWISE SPECIFIED.
I I J
I
1' MAX
I " STRIP
12'
I
2'MAX
V '/
,,. STRIP
16'
, '-
PASADENA DRNEWAY
DETAIL ( TYP) N. T.S
FENCE DETAIL
PER LANDSCAPE
PLANS
J' MIN.
NOT TO SCALE
RETAINING WALL
HEIGHT AND TYPE
SHOMI ON Pt.ANS
PAO
Pl.
7W
cf~#. -AY,
1"5-';,',,-,,,,;;,;:;;~;,..:::BACKRLL
N
I
PAD [LEV I
FL El.EV PER Pl.AN DETAIL= RETAINING WALLS
NO SCALE
60'
·7 12' MIN. 7 --
I '
_l
-G EARYARO
SETBACK
OX LOT 2
EROSION CONTROL NOlES:
I. IN CASE EMER!.DICY WORK IS REQIJIREO, CONTACT JIM URBINA AT (760) 715-7712
{CEl.LUl.AR) OR KRISTINE ZORTMAN OF LENNAR HOMES AT {760} 918-7765.
2. EQUIPMENT ANO 'MJRKERS FOR EMEl?GENCY l!ORK SHAU BE MADE AVAILABLE AT
AU 17MES DURING THE RAINY SEASON. AU NECESSARY MA Tffi1ALS SHA/.l
BE STOCKPILEO 0/'I SITE AT CONVENIENT LOCATIONS TO FAC/1.JTATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWl'I ON PLANS SHAU NOT BE MOVED OR MOO/REO VdTHOUT TH£
APPROVAL Of THE ENGINEER/NG INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE AU EROSION CONTRCX. DEVICES TO WORKING
ORDER TO lHE SATISFAC170N OF THE CITY ENGINEER AFTER EACH RUN-OFr
PRODUCING RAINFAil..
5. Tl/£ CONTRACTOR SHALL INSTAU ADDITIONAL EROSION CONTROL MEASURES AS
MAY BE REQIJIREO BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING
OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHAU BE RESPONSIBLE ANO SHALL TAKE NECESSARY
PRECAUTIONS TO PRE\-£NT PUB/JC TRESPASS ONTO AREAS WHERE IMPOUNOEO
WATERS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPRO'rfO GRADING
Pt.AN SHALL BE INCORPORA TEO HEREON.
8. GRADEO AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF SLOPE AT THE CONCLUSION Of EACH WORKING DAY.
9. AU REMOVAEJI.I PROTECTIVE DEVICES SHOWl'I SHAU BE: IN Pt.ACE AT THE: ENO
OF EACH WORKING DAY WHEN THE RVE (5) DAY RAIN PR08A81UTY FORECAST
EXCEED FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHAU BE REMO'rfO
AFTER EACH RAINFA!L
10. AU GRA vEl. BAGS SHAU BE BURI.AP TYPE WITH J/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERM/NA 170N OF HYDROSEEDEO SLOPES FAR. TO PROVIDE EFFfC17\-£
COVERAGE OF GRAOEO SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE
SLOPES SHAU BE: STAB/UZED BY PUNCHED STRAW INSTALLED IN ACCORDANCE
WITH SECTION JS.02J OF THE EROSION AND SEDIMENT CONTRa HANDBOOK OF
7HE DEPARTMENT OF CONSERVATION, STATE r.F CALIFORNIA.
TEt.t'OAAAY EROSION CONmOL
PLAN11NG AND IRRIGATION NOTES:
AU PERMANENT ANO TEMPORARY EROSION CONTRCX. PLAN17NG ANO
/RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQU/REO IN
SECTION 212 Of TH£ STANDARD SPECIFICATIONS ANO lHE FOLLO'MNG:
A. HYDROSEEDING SHA/.l BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: t (HORIZONTAL TO VERTICAL)
OR STEEPER WHEN THEY ARC
a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC
WALL OR STREET.
b. ALL SI.OPES 4 ITTT OR MORE IN HEIGHT.
2. AREAS GRAOEO Fl.A TTER THAN 6: I WHEN ANY r.F TH£
FOLLOWING CONDl170NS EXIST:
a. NOT SCHEOULEO FOR IMPROVEJ.IENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS r.F ROUGH
GRADING
b. IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS
HIGHLY v!SIEJI.I TO TH£ PUBUC. c. HAVE ANY SP[CIAL CONDl170N IDENTIFIED BY THE: CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
8. HYDROSEEDEO AREAS SHAU BE /RR/CA TEO IN ACCORDANCE ltlTH
THE FOLLOWING CR/ Tffi1A:
I. AU SLOPES THAT ARE GRADED 6: t OR STEEPER ANO TI-IAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHAU BE /RR/GA TEO BY HANO
WATERING FROM QUICK COUPI.ERS/1-IOSE BIBS OR A CON\-£NTIONAL
SYS/El,/ OF LOW PRECIPITAllON SPRINKLER HEADS PROVIDING
100% COVERAGE:
b. GREATER THAN 8 ITTT IN HEIGHT SHALL BE WATERED BY A
CONVEN170NAL SYSTEM Of LOW PRECIPITA 170N SPRINKLER HEADS
PROVIDING 100:J COVERAGE.
2. AREAS SLOPED LESS THAN 6: I SHAU BE /RR/CA TED AS APPROVED
CITY ENGINEER, PRIOR TO HYDROSEED/NG. THE OEVEL(X'ER SHAU
SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/CA TiON TO THE CITY
ENGINEER. THE PROPOSAL SHALL BE SP[C/RC REGARDING THE NUMBER
TYPES <I-COSTS OF THE ELEMENTS OF TH£ PROPOSED SYSTEM.
~
J. IRRIGATION SHAU MAINTAIN THE MOISTURE LEvfi Of TH£ SOIi. AT TH£
OP17MUI,/ Lra!. FOR THE GROWlll Of THE HYDROSEEOEO GROWTH.
lEMPORARY EROSION CONTROL
PLANllNG AND mlGA 110N NOTES: ((XMJ
2. TYPE I MULCH APPUEO AT THE: RA TE r.F NO LESS THAN 2000 lbs PER
ACRE.TYPE 6 MULCH (STRAW) MAY BE SUBS17TUTEO, ALL OR PART. FOR
HYDRAUUCAU Y APPLIED RBER MATERIAL KI-IEN STRAW IS USED IT MUST
BE ANCHORED TO THE SLOPE BY MECHAN/CAU Y PUNCHING NO LESS
THAN 50% OF THE STRAW INTO THE SOR..
J. FERT/l.lZER CONSISTING OF AMMONIUM PHOSPIIA TE SUI.FA Tf, 16-20-0.
ltlTH 15% SUlFUR APPUEO AT THE RATE OF 500 lb .• PER ACRE.
0. AREAS TO BE: HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEO/NG BY:
1. ROUGHENING THE SURFACE TO BE Pt.ANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES SitEnR 1HAN 6: 1
b. HARROWING AREAS 6: t OR Fl.A TIER Tl/AT ARE sumCIENll Y FRIABLE.
FORMED
SURFACE
Fr=100.0 -A"-'-;-._..,_ r--.""'· _,1.:--.-. _.,_ .... -,-, ,--,_ .,.-,.v---r:-:-ORIGINAL
1r-----+-:-:~. •-.~•9~ l.t-1N. ,,,.,..-GRAD€ . _( . . --
RN/SIi
GRADE:
c. RIPPING AREAS THAT ltlt.L NOT BREAK UP USING ITEMS a OR b ABOI-E
2. CONDITIONING THE SOILS SO THAT IT IS SUITAEJI.I FOR Pt.AN17NG BY:
a. ADA/STING THE SURF ACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SA TURA TEO SEED BED.
b. THE: ADD/710/'I OF SOIL AMENDMENTS, PH AOAISTMENT, LEACHING
OR COVERING SALINE SOILS TO PROVIDED VIAEJI.I CONDITIONS
FOR GROWTH.
E. HYDROSff/JfO AREAS SHAU BE MAINTAINED TO PROv!DE A VIGOROUS GROWTH
UNl/1. TH£ PRO.ECT IS PERMANENll Y LANDSCAPED OR, FOR AREAS 'MIERE
HYDROSSfDING IS THE PERMANENT LANDSCAPING, UNTIL THE PRO.ECT IS
COMPLETED AND AU BONDS REI.EASED.
ARCHITECTURAL
POPOUT (VARIES)
FDUNOA TION LINE
0 FACE OF GARAGE
GARAGE
NO SCALE
i---6()'---..i
8 MIN. I 1 X SWAI.E -L I a' MIN. <l.. ,n:i=--:jc~-r--r ... --tlr~
'-~~ ttt---r ♦ I R[ARYAR!l
l SCTBACK
20:J LOT
WIDTH
I 10% LOT WIDT/-1 b t A i (~ MIN.)
10% LOT WIDTH L _J
(5' MIN.) I
PROPERTY LINE
TYPICAL POPOUT DETAIL
NO SCALE:
♦ RET. WALi. SE€
DET. ON SHffT J
5' MIN.-
~-+-it-tf::::=:::: .::::::::::::::==11 !i ~
R.O. W. --
a· MIN. J ""'='='~=~=="""-'+---t=~·FIBER Ra.Ls AL9N<J PORCH SETBACK CURB <i GUTTER RIGHT Of WAY (J:20J
i'C
WOODEN FENCE
SIOEYARD FENCE
MIN.DISTANCE
TO FACE OF WALL
DEEPENED FOOTING PROP. MIN. DRAINAGE
DISTANCE J' TO BLOG
NOTE:: DEEPENED roonNG SHALL EXTEND ,. MINIMUM
BELOW LOWEST ADJACENT Fl.O'M..INE ELEVAnON
DETAIL "A"
NO SCALE
•
IT
"
•
-+-B R=5' (TYP.)
STREET SLOPE
PLANNINQ AREA 9
TYPICAL LOT DRAINAGE ANO EROSION CONTROi.. N. T.S.
F.F.
~~--9"Ml
1~ MIN.
NO SCALE"
SWALE"
!J' MIN.
SWALE
Ii
284 21J-160-22-oa 6344 HUNTINGTON ORI\.! 2BR rrs ,,, --i WIDTH
C. HYDROSEEOING MIX SHAU CONSIST Of AU r.F TH£ FOLLOWING:
r--ff-
GARAGE
{ >
* SE£ FDUNDA TION DESIGN RECOMMENOA TIONS ON S0/1.S REPORT NAMEO ' INTER//,1 A$-Q?AD£0
REPORT OF ROOGH ANO FIN£ ®DING,MODE.1. LOT COI.IPt.£XES ANO PHASE I PRODUCTION LOTS •
PER LEIGHTON ANO ASSOCIATES. INC. DA TEO APRIL 27, 2004.
R/W 60' R/W
rJ'
0.5' ACCESS J 7.5 -STRIP
JO' JO'
I 7' 17'
_1_ -to'
ARKIN TRA\.fl.
10' -f;; 7' .5 -c~..-----~~~TR=A\O.~-(N?KI-
RR HYDRANT
AS SHOMI ON
S (TYP.)
STRUCTURAL SECTION
I TO BE DETERMINED
BY S0/1.S ENGINEER
(MIN. SECTION 4• AC
O\-£R 6' AB)
IJ'
0.5' ACCESS
STRIP
STREET LIGHT
AS SHOl+N ON
Pt.ANS (TYP.)
-
~ tR 3R --
--10% LOT WIOlH-... -(6' MIN.) -
~
~
I I ~ I~ ~
"!:>I 16' • J.6~
10' MIN. I
HOUSE SETBACK
If MIN.
I
2R
_J
~ n. )' 0 ~ 12· -R.O.W.
SIOEWA LK
CURB .t GUTTER
1. SEED MIX SHAU CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE Of ROSE CI.O'rfR
b. 20 lbs. PER ACRE r.F ZORRO FESCUE
c. J lbs. PEil ACRE r.F E SCHOOi.. CIA CALIFORNIA
d. 4 lbs. PER ACRE r.F ACHILLEA MILLEFOUA
e. J lbs. PER ACRE: r.F AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF OIMORPHOLECA
1J. ITEMS t:,~4 ANO f OF THIS SUBSEC170N MAY BE OM/TTEO ON
LOCA170NS WI/ERE THE AREA BE!NG HYDROSEEDEO IS NOT VISIBLE
FROM EITHER A PUBLJC STREET OR RESJOENnAL STRUCTURES.
h. /TEI,/ a OF THIS SUBSECTION MUST BE INOCULA TEO WITH A NITRO!.DI
RX/NG BACT[R/A ANO APPUEO DRY EITHER BY DR/I.LING OR
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L AU SEED MATERIALS SHAU BE TRANSPORTED TO THE JOB SITE IN
UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT r.F FOOD
ANO AGR/CUI.TURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS. J NON-PHYTO-TOXIC 't!IT71NG AGENTS MAY BE ADDEO TO THE
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LOCATION: COUNTY r.F SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC
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PRoJECTDESIGN CoNSULTANJS
l'IANNJNO • ~ • llNcilNBEluNO • SUIM!Y/GR!I
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELD:,, R.C.t. 42951 DATE REGISlRA TION DESIGNED PM
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EXPIRES 03-31-08 BY: REVIEW:
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(SIGNED)
RECOMMENDED BY:
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PRECISE GRADING & EROSION CONlROL PLANS FOR:
BRESSI RANCH PA 9 PHASE 1
(LOTS 26J -268 & 281 -284)
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w Exp. 0J-31-0
PR.omcrDFSIGN CoNSULTANIS
PrANNINO • l!Nvnla'iMBNrAL • El'«llNl!l!RIN • SURVBYIOPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-034?
GREGORY M. SHIELDS, R,C.E. 42951 DATE REGISlRA TION DESIGNED PM
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DATE EXP. 12-3/-0t,
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(LOTS 26J -268 & 281 -284)
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