HomeMy WebLinkAboutDWG 411-3C; CT 02-14; BRESSI RANCH PA 6 UNIT 1 MODELS; 01-03GRADING NOTES:
(IN AOOlnON TO rnr REQUIREMENTS OF CHAPTER 1!11t, OF me:
CARLS8AI) MUNICIPAL COO£.)
GRADING NOTES (cont) CARLSBAD TRACT
I, THIS Pl.AN SUPERSEOES ALL OTHF.:R Pf.ANS PRCVIOUSI. Y APPROVE:O BY TH£ CIT'f Ci CARI.SBAO REGARDING GRADING SHOWN ON THIS SET OF Pl.ANS. a APPROVAL OF THIS Pl.AN DOES NOT LESSEN OR WAIVE' ANY PORTION or THC
CARI.SHAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAi., CIT'f
STANDARDS OR OTHF.:R ADDITIONAL DOCUMENTS USTE:O Hf:Rf:ON AS THE-Y MAY
PfJ?TAJN TO THIS PRO..CCT. THC ENGINEER IN RfSPONS/81.C CHARGE: SHALL
RfVIS,: THES,: Pf.ANS flHEN NON-CONFORMANC,: IS DISCO',£REO.
29. THC OWNER/APPUCANT SHAU INSURC Tl/AT ALL CONTRACTORS SHALL COORDINATE THC MORK OF
THESE' GRADING Pl.ANS 'MTH THAT SHOWN OIi BOTH THC LANDSCAPE: ANO IRRIGATION Pl.ANS ANO THC
IMPROVfl./fNT Pl.ANS AS REQUIRED FOR THIS WORK IN ACCORDANCE: 'MTH TH£ LANOSCAPC MANUAL 71M£ REQUIREMENTS.
JCI. STORM DRAIN PIP£ SHALL B£ RCINFOFICEO CONCRE1£ PIPE 111711 A MIN/MU!./ O-LOAO OF I, 350 OR ASBESTOS CO/fNT PIPE 'MTH A MINIMU!.I D-LOAD
OI' 2,000. FOR PR/VAT£ STOR!.I DRAINS. PIPE:$ UP TO 15• P\-C MAY BE U11UZED PROVIDED DEPTH IS LESS THAN 1$ FITT AND BACKFILLE:O 111TH
J/4• ROCK P£R SORSO s-• TYPE "C' ANO PIPE MEETS ASTM STANOARO 30J+ FOR SOR JS SOI.JD WAl.l PIPE.
BRESSI RANCH
NO. CT-02-14
RESIDENTIAL
MODEL HOMES
LEGEND
~
( 62)
Pl.AN NUMBER (R=REVERSf)
LOT NUMBl::R
GARDEN SIDE PA 6 '
iP£ 694.5!
!FT 69S.2!
!GFF 694.5!
PAO ELEVATION
FINISH fl.OOR [!£VA TIO/I
GARAGE: fl.DOR [!£VA TION
BACKFT..OW PRC\£NTE:R REQUIRE/)
l CIT'f APPROVAL OI' Pl.ANS DOES NOT RU/t\lE' THC DHUc»'£R OR ENCINITR-rF-
WORI( FR0/,1 RESPONSIB/1,,JT'f FOR THC CORRECTION OF' ERRORS ANO OMISSIONS
DISC0',0?£0 DUR/NO CONSTRUCTION. ALL Pl.AN REVISIONS SHALL BC PROMPn. Y
SUBM/T7f/) TO TH£ CITY ENG/NEl::R FOR APPROVAi..
31. 'I/HERC AN EXIS11NG PIPC UNC IS TO 8£ ABANDONEO AS A RESULT OF THC GRADING OPERATION, IT SHALL 8£ REMQ';fO l'ITHIN T'IIENTY FITT OF
BUILDING OR STREET AREAS AND REPLACEO WITII PROPERLY COMPACTE:0 son..s. IN OTHER ARO.S. THE: PIPE ilflL BE PLUGGED 111TH CONCRETE OF/
REMOVED AS APPROVE:D BY TH£ CIT'f ENGINEER.
32. TH£ CONTRACTOR SHALL 1£11/FY THE LOCATION OF ALL EXISTING FACIUTIES (A80\IE' GROUND AND UNDER l.iROIJNO) 111111/N TH! PRO..CCT SIT! sumCtENn. Y FLOOR PLANS 4-6 (LOTS 60 TO 62) @')
Al-l(A[) CT GRADING TO PERMIT THC REVISION CT THE GRADING Pf.ANS IF IT IS FOVNO THAT THC AC1l/AL LOCATIONS ARC IN CONFVCT l'ITH THC PROPOSEO Vo()Rtc
.f. ,4 RIQ-IT-OF-WAY PfJ?MIT FROM THC CITY ENC/Nu:R ilflL Br REQUIRED FOR ANY
'M)R/( IN TH( PUBUC RIG/Ir OF WAY. PRIOR TO PERMIT ISSUANCf, A
a:RTIFIC,Hf OI' INSURANct MUST BC FILEO NAMING THC CIT'f OF CARI.SBAO AS
AN AOO/TIONAL INSUREO ON TH£ PfJ?MITTE:t'S POI.ICY IN THC MINIMUM AMOUNT
3l THC CONTRACTOR SHALL NOTIFY AFFECTE:D UTIUT'f COMPANIES (SEC BELOW) AT LEAST TltO (2) FULL ',IORKING DAYS PRIOR TO STAR71NC GRADING NEAR THC/Fl
C, fl,000,000.()() FOR EACH OCCURRENCC OF' UABH,,JTY. TH£ INSURANCC
COMPANY Ml/TING THC POI.ICY MUST HA \IE' A RA TING OF •,1• ANO A SIZE
CA TE:GORY OF Cl.ASS V AS ESTABUSHED BY ·ocsrs· KEY RA TING CUI()£
FACILl71ES ANO SHAU COORDINA 1£ TH£ WORK WITH A COMPANY REPRESCNTA 711£
UNDCRGROVNO SERVICC ALERT 1-800-422-4133 CIT'f (F CARI.SBAO (STREETS <I STORM DRAIN) SDGM 1-&oo • 660-734J CIT'f OF CARLSBAD (SEllfR,WATE:R <t RCCI.AIMED WATE:R}
53C. 1-800-892-0llJ
ADW'HIA CAB!.£ COMMUN/CATIONS (760) 438-7741
COX COMMUN/CATIONS (760) 806-9809
(760} 434-2980
(760) 438-2722
S UM.ES$ (XEMPTE:0 BY SECTION 301.(b}$ OF THC UN/FOR!./ BUIU)/NG COD£,
RCTAIN/N(J WALLS OVTS/0£ OF PUBI.IC RIGHT OF WAY REQUIRC SEPARATE
PfRMI TS FROM TH£ BUILDING DEF AR TMCN T. 3-l PCRMIT COMPUANCC REQU/Rfl./ENTS:
4 IIO WORK SHALL COMMfNCC UNTIL ALL PfJ?MITS HA \IE' 8WI OBTAINCO FROM TH£
CITY ANO OTHER APPROPRIATE AGENCIES.
~ APPROVAL OF THES£ Pf.ANS BY THC ctT'f F:NG/NEf:R OOES NOT AUTHORIZE ANY
WORK OR GRADING TO 8£ PfRFORMEO UN711. TH£ PROPERT'f OWNER'S PERMISSION
HAS BEEN OBTAINEO ANO A VAUO GRADING PERMIT HAS BEEN ISSUEO.
4 NO REV/SKINS ilfU. 8£ MAD£ TO THESE Pf.ANS IIITHOVT TH£ MllntN APPROVAL
OF' TH£ CITY fNG/NEER, NOTE:0 IIITHIN TH£ REVISION 81.0CI<. ON THC
APPROPRl,A,7£ SHEET OF TH£ PLANS ANO THC 71 n.£ SHECT.
9. ORICINAL DRAWINGS SHALL BECOMC THC PROPERT'f OF THC CIT'f UPON BEING
SICNEO BY THC CffY ENGINEER.
A. FOR CONTTIOI.LEO GRADING-TH£ APPUCANT HIRES A CIVIi. fNC/NCcR. SOILS ENC/NEER, AND/OR GEOLOGIST TO Cl\£ rfCHNICAL ADVICE; OBSER\£ ANO
CON7ROI. TH£ WORK IN PROGRESS {15.18.r20A.8.} CARLSBAD MUNICIPAL COD£
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT TH£ FOi.LOWiNG REPORTS MUST BE SUBMITTE:0 TO THC CITY [NG/NEEF/ .!A THE: PRO..CCT INSPECTOR
{IS. 16.120A.10} CARLSBAO MUNICIPAL CODr:
(1) FINAL REPORT BY SUPERVISING GRADING [NG/NEER STA71NG ALL GRADING IS COMPffT£. ALL EROSION CONTROi.. Sl..<X'E Pf.ANTING AND /RR/GA TION
AR! INSTAllEO Ill CONFORMANCE 111TH CITY COO£ ANO TH£ APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LCTTE:R FROM CITY [NG/NEER DCPAR™ENT).
(2) AS-BUILT GRADING Pf.AN.
(3) REPORT FROM TH£ SOILS ENC/NECR, WHICH /NCLUOCS RCCOMM£NOEJJ SOIL BEARING CAPACITIES. A STA lfMENT AS TO THC EXPANSIVE QUALIT'f OF THC
SOIi., ANO SUMMARlfS OF FIELO ANO LABORATORY TE:ST5. THC REPORT SHALL ALSO INCLUD£ A STArfMENT BY THC S0/1.S F:NGINECR THAT THC GRAD/NC
WAS 0011£ Ill ACCORDANCE 'MTH THC REQUIREMENTS ANO RECOMMENDAnONS OUTUNEO IN Tl/£ PRELIMINARY S0/1.S REPORT AND ANY S/JPPLfl./ENTS THERETO.
(4) REPORT 111711 AS-8Ull..T G£0l.OG/C Pf.AN, IF R[QUIREO BY TH£ CITY. 1(1. THC ORIGINAL DRAWING SHAU B£ REVISEO TO REFLECT AS-BUILT CONDITIONS BY THC
ENGINEER-CT-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£ CITY.
If. ACCE:SS FOR FIRC ANO OTHl::R fl./ERGENCY VIJIICI.ES SHALL B£ MAINTAINEO TO
Tl/£ PR0£CT SIT£ AT AU TIMES DURING CONSTRLICTION.
35. UNLCSS A GRADING PERMIT F'Ofl THIS PROJECT IS ISSUE:0 VIITH/N ONC (I) YEAR AFTE:R TH£ CIT'f ENGINEER'S APPROVA~ THESE' Pf.ANS MAY BC REQUIREO TO BC
RESUBM/TTE:O FOFI PLANCHECK. Pf.ANCHECK FITS 'MLL B£ REQUIRED FOR ANY SUCH RECHECK. ~ THC SOILS REPORT 11n.~~"') &=jp J • .I 0,t~ .{ ~I.. -" Fl.tlL ""-J.~, 12. 'I/HER( TRENCHES AR£ IIITH/N CIT'f EASEMENJS, A SOILS REPORT COMPRISEO
OF: (A) SUMMARY SHEC7, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURI£,\ SHALL er SUBMITTEO BY A PROffSSIONAL ENGINEl::R OF IHC STA TC OF
CAUFORNIA. PRINCIPALLY DOING BUSINESS IN Tl/£ FIEUJ OF APPi.JED SOILS
MEGHAN/CS TH£ SOILS REPORT ilfU. B£ SUBMITTEO TO THC CIT'f ENGINEERING
INSPECTOR VIITll/11 TltO (2) WORKING OA YS OF THC COMPLf110N OF FIEI..D lfSTS.
1.1 ,4 S0/1..S COMPACTION REPORT ANO COMPUANCE 1£11/FICA TION REGARDING
ADHERE/IC£ TO RECOMMENOA TIONS OUTUNEO Ill THC SOILS REPORT IS REQUIRE:O
PRIOR TO THC ISSUANCE OF' A BUILDING PERMIT. ALL CONTROLLEO GRADING
SHALL B£ DON£ UNDER TH£ DIRECTION OF .4 PROFESSIONAL ENGINEER OF THC
STA 1£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ FIEI..D OF APPLIED
SOILS MECHANICS. ALL FILL OR F/JlURC FILL AREAS SHALL B£ CONSTRUCTEO IN
ACCOROANCC 'MTH THC CIT'f OF CARI.SBAO STANDARD SPEC/FICA TIONS ANO THE
• £ARTHWORK SPECIF/CATIONS • ATTACHED TO THC PREUMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS Will B£ SUBMITTE:0 TO THC
PRO£CT INSPECTOR.
1-,. A PflfCO//STRUCTJON MEfllNO SHAii El£ Hf1 Q AT TIil SITE P(lfOR TQ TIil
BEGINNING Of IIPflK ANQ SHAii El£ A UfNOFQ RY All RfPR[.SfflTA UVfS
RESPONSIBI..£ FOR CONSTRUCTION. INSPECTION. SUPERVISION. TE:S71NC ANO ALL
u11 -~• -• ... SHALL >WtD~ THt. MEE71NG
THROUGH THC PERMIT CILRK 760-438-3891) AT L[AST FIVE' (5)
WORKINIJ DAYS PRIOR ro STAR71NG CONSTRLIC710N. APPROVE:O DRAWINGS
MUST 8£ AVAl(.AB!.£ PRIOR TO SCHEDUUNC. THC GRADING PfJ?MIT Will B£ PROVIDED
BY TH£ PRO£CT INSPECTOR AT THC MEE11NC.
1$ All INSPFCUON REC/Uf:STS QUIER THAN FOR PRfCOl{STRUCTJON 1,/ffUNG ltflL BC
Pf6% Zi1U1fw11ffitft{f;~~°dfs Zf¾J ,jff{ftf!fo l{NM il¼fe t.7
ON THC DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS I\IU BC MAD£
THI: NEXT 'hORI( DAY UNLCSS YOU REQU£ST OTHERWISC. REQUESTS MAD£ AFlfR
2; 00 P.M. WILL B£ SCHEDL/1.EO F'OR TltO (2) f1JLl WORK DAYS LA 7fR.
74 THE OM/ER ANO/OR APPLICANT THROUGH TH£ DE:VEL<X'CR ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFfT'f DCvfCB, /Na.UO/NG
SHORING. ANO SHALL B£ SOI.El Y RCSPONS/81.£ FOR CONFORMING TO ALL LOCAi.,
STAT£ ANO FEDERAL SAFfT'f ANO HEALTH STANDARDS. LAWS ANO REGLII.A110NS.
17. THC CONTRACTOR SHALL CONFORM TO LABOR COD£ Sf.CTI0/1 670$ BY SUBMtmNG
A DETAIi. PLAN TO THC CIT'f ENG/NECR AND/OF/ CONCERNED AG£NCY SHOWING
THI: DESIGN OI' SHORING, BRACING SI..OPING OR OTHF.:R PROVISIONS TO BC MADC
OI' WORKER PROTECTION FROM TH! HAZARO OI' CAVING CROUNO DURING TH£
CXCA VA TION OI' SUCH TRENCH OR TRENCHES OR DURING Tl/£ PIP( INSTALLATION
THEREIN. THIS Pf.All MUST B£ PREPARED F'OR ALL TRCNCHCS FIVE' fECT {S') OR
MORC Ill DEPTH ANO APPROVEO BY TH£ CIT'f ENG/NEf:R ANO/OR CO/ICERNEO
AGENCY PRIOR TO EXCAVATION. IF 71/E' Pf AN VARI[$ FRQ/J TIil SI/OR/NG S)'.51rAI
STANDARDS ESTABI.ISHED BY ff CONSTRUCTION SAFfT'f ORDERS. 71TL£ /J
CALIFORNIA ADMINISTRA Tlvt COO£. TIil PU,N SHAU Bl PREPARfO BY A
REGISTffiEQ fNGINEER AT nil CONTRACTORS FXPENS!, A COPY OF THC OSHA
CXCAVA TION PERMIT MUST B£ SUBMITTE:O ro TH! INSPECTOR PRIOR ro
CXCAVA TION.
18. NO et.ASTING SHALL B£ PERFORMEO UN711. A VAUO et.ASTING PERMIT HAS BE£//
OBTAINEO FROM TH£ CITY OF CARI.SBAO. SUBMIT APPUCA TION FOR 81.ASTING
PERMIT l1£l.l. IN ADVANCC OF TH£ SCHEDUUNG OF 81.AS11NC OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCOVERED VilTHl/1 ANY WORK AR[A
DURING CONSTRUCTION, OPERATIONS ilfU. C[AS£ /It/MEDIA TEI. Y, ANO TH£
PERM/TT[£ ilflL NOTIFY TH£ CIT'f ENG/NEf:FI. <FERA TIONS WILL NOT RESTART
UNTIL THC PERM/TT[£ HAS RECE/1£0 MllntN AUTHORIT'f FROIJ THC CIT'f
£NC/NEER TO DO SO.
211 ALL OPERATIONS CONDUCTE:O ON TH£ SITE OR ADJACENT Tlif:Rf:TO, INCLUDING
WARMING UP, REPAIR, ARRIVAi., DEPAR7UR£ OR OPERATION OF TRUCKS.
EARTHMOVING EQUIPMEN7, CONSTRUCTION EQUIPMCNT ANO ANY OTHCR ASSOC/A TE:O
GRADING EQUIPMENT SHALL 8£ UM/TEO TO ff PfJi/00 BCTllff/1 7: 00 A.I,/. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO t:ARTHMOVING OR GRADING
OPERATIONS SHALL BC CONDUCTEO ON '/t£EJ<ENOS OR HOI.IDA YS (A UST OF CIT'f
HOUDA YS IS AVAl(.ABL£ AT TIit ENGINEERING DEPARTMENT COUNTER.)
21. ALL Off'-SIT[ HAUi. ROIJTf5 Ft.All 8£ SUBMITTE:D BY 711( CON111ACTOR 1Q 111£ CID'.
ENGINEER FOR APPROVAL n+OJ) Flli WORKING OMS PR/OF/ TO BEGINNING OF WORK.
22. IMPORT MA TE:RIAL SHAU B£ 08TAINEO FROM, ANO WASTC MA T[RJAL SHALL er
DEPOSITEO AT, A SIT£ APPROVE:0 BY THC CIT'f ENGINEER. THC CONTRACTOR
SHALi. 8( RESPONSIBL£ FOR ANY DEBR/5 OR DAMAGE OCCURRING ALONG TH( HAUL
ROUTES OR ADJACENT STRUTS A$ A /?ESUl,,T Of 71/E' GRADING OPERATION.
2l BRUSH SHAU B£ REMOVEO ONLY 'MTHIN THC AREA ro 8£ GRADEO. NO 7REf:S ARC
TO 8£ REMOVE:D UNLCSS SPECIFICALLY NOTEO ON THC Pl.AN.
2,f, ALL AREAS SHAU 8£ GRADED TO DRAIN. GRADING RESL/1. TING Ill TH£ PONDING OF
WATE:R IS NOT PfRM/11EO.ALL EARTHEN Sll'AL£S ANO DITCHES SHAU HA\IE' fit MIN. SI.WE
2$ THESE: PLANS AR£ SUB..CCT TO A SIGNEO ANO APPROVE:D SET OF EROSION
CON7ROI. Pl.ANS. £ROS/ON CONTROi. SHALL B£ AS SHOWN ANO AS APPROVED BY
THC CIT'f CNG/NEf:R OR AS DIRECTE:0 BY THC PRO..CCT INSPECTOR.
24 ALL SI.OPES SHALL B£ 111/MMEO TO A FINISH GRADC TO PRODUCE: A UN/FOR/,/
SURFACE ANO CROSS SECTION. TH£ SITC SHALL B£ LEFT IN A NEAT ANO
ORDERI. Y CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
ANO DISPOSED OF AT A SIT£ APPROVE:0 OF 8Y TH( CIT'f fNG/NEU!.
27. ALL SI.OPES SHALL 8£ IRRIGA TE:0, STA8/UZEO, Pf.ANTEO AND/OR HYDROS£fDEO
VilTHIN TEN (10) DA \'3 OF THC TIM£ WH£N [ACH SI.OP£ IS 8ROUG/iT TO GRAD£
AS SHOWN OIi TH£ APPROVED GRADING Pl.ANS.
28. LANDSCAPING SHAU 8£ ACCOMPUSHED ON ALL SI..OPES ANO PADS AS REQUIREO
BY TH£ Cl T'f OF CARI.SBAO LANOSCAPC MANUAi., THC LANDSCAPING PLANS FOR
THIS PRO..CCT, ORA '!,ING NO. 377-JI., ANO/OR AS DIRECTEO BY THC CIT'f
£NC/NCER OR Pf.ANN/NC DIRECTOR.
CONTRACTOR'S NOTE
:-:1o,~SH_:tB£ oONc 1N ~~~~~ ~\E~~;~~~l"'j ~~, 'lol, uot
ANO SPEC/FICA TIONS CONTAINEO IN SA/0 SOILS REPORT.
'DECLARA 110N OF RESPONSIBLE CHARGE'
I HEREBY OEctAR£ TT-IA T I AM me ENGINEER OF ~RI( FOR 7HIS PROJCC T, rnA T , HA VE
EXERCISED R£5PONSl8L£ CHARGE: OVER TT-/£ DESIGN OF TT-/£ PROJfCT AS DEFINED IN
SECnON 6 70J OF TT-/£ BUSINESS AND PROFESSIONS COO£, ANO rnA T TT-/£ DESIGN IS
CONSIST£NT Win-I CURR£NT STANDARDS.
I UNDERSTAND 7HAT TT-IE: CHECK OF PROJ£CT ORA WINGS ANO SPECIF/CATIONS BY TH£
CITY OF CARLSBAD IS CONFINED TO A R£Vl£W ONLY ANO DOES NOT RELIEVE' ME, AS
ENC/NEER OF II/ORK, OF MY R£SPONSIBUnES FOR PROJ£CT 0£S/GN.
· FfRM: ___ P_R_O_J£_C_T_O_£_S_IC_N'-'-CO.:...N.:...Sc.cU,c;.L_TA_N_TS ___ _
ADOR£SS: ---'7-"0-'-l-"B'-"-S"-TR-"'£=E~T,_S:..:Uccf'-'T£'-"-800c-=-____ _
C1 TY, STA TE: SAN DIEGO, CALJFORNIA
T£LEPHON£: (619) 23,-6471
__._LH,,....k=--,--1-b;...,,.·=O---=~....:::c_ __ 5',Z,t/ • fJ'(
BY: GRt:&f M. SHIELDS DA TE:
R.C.£. N0._-'-4=-29:..:5:..:.1 ___________ _
REGISTRA noN EXP/RA noN DA Tc: OJ-31-0ts __:~.c.;_-'-'-----
SOILS ENGINEER'S CERT1FICA TE
1, 4 //,,..,.. b. /'J/. .C,. Le,A(/,...ilfs~. A REGISTERED CIVIL ENGJNrrR OF THC
STA TE OF CALIFORNIA. PR/NC/PAil Y DOING BUSINESS IN THC F/Ell) OF APPLIED SOIL
MECHANICS. HEREBY CEFITIFY THAT A SAMPLING ANO S1UDY OF THC SOIL CONDITIONS
PREVALENT VrlTHIN THIS §I.TC lfAS MAO£ BY Mt: OR UNDER MY DIRECTION BCTWEEN THE
DA TE:S OF · , 20 oo ANO Af'n I
20.9!:/., T\IO (2) COMPl..c'TE COPIES OF TH£ SOILS REPORT COMPILED FROM THIS SlUDY.
111m 1,/Y RECOMMENOA TIONS. HAS BE(N SUBMITTE:O ro THC OFRC! OF 11/[J~1NEER,-~~lSSI~
S1cNc0: .4/~(}tf}L_ oATE: 5ha/4· $~~
'N/LlJAJJ DA WO OLSON ' 4 ill •-_,~"'3 :.& I :i
LICENS£ f:XPIRATION DATE:: 09/JO . . ~,.J/,1~ );
"'~c1,11.4~
R.c.r. /'JO.: 4528J
OWNER'S CERTlACA TE: c 0/.'-c.i.'1.1~\l
I ('Ir£) HtRf8Y CERTIFY 71/A T A 1?£CIS1ERED SOILS ENCINEffi OR CEOI.OCIST HAS BEEN OR 'NILL 8£
RETAINED TO SUPERVISC OYER-ALL GRADING ACTIVIT'f AND ADVISE ON THC COMPACTION ANO
STABIUT'f O THIS SITE.
I
~
I Mt:: (/ T17!£
OWN6 v'DEVELOPER
NAM£:
ADDRESS:
PHONE::
GRCYSTONC HOM£$
152$ FARADAY AID/UC. SUITE: JOO
CARLSBAO, CA. 92008
(760) 918-7765
NOTE:: TH! CONSTRUCTION OF UNDERGROUND FAC/LJ71£S SHALL NOT BEG/II UN71L A LETTE:R
HAS BEEN SUBMITTEO TO THC CIT'f ENGINEER FROM TH£ SOILS ENGINEf:R STA TING
Tl/£ SETTl£MEN T FROM ROUCH GRADING IS COMPL.CT!.
BRESSI RANCH REFERENCE DRAWINGS
SEC ORA WING NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STREET IMPROVEMENT PLANS.
SEC ORA WING NO. 400-BA FOR MASS GRADING AND [ROS/ON CONffiCX. PLANS.
SEC ORA IIING NO. 400-BC FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS. .
SEC DRMITNG NO. 4411-J FOR BRESSI RANCH RESIDENTIAL IMPROVEMENT PLANS.
SEC DRAWING NO. 411-3A FOR BRESSI RANCH RESIDENTIAL CRAD/1/G PLANS.
SHEET INDEX
c:!
I
PROJECT
SITE
VIC/NllYMAP
NOT TO SCALE
. . . Tin.£ SHEET
ff.ROS£
DRIVE'
0/NSEmA
LANE
SHEET 1.
SHECT 2
SHEET J ..
... KEY MAP, DETAILS. SPcCIAL NOTES
. .. PLAN VIEW
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOMI ON THESE' PLANS WAS GENERA TED fJY PHOTOCRAMMETRY
___ MCTHOOS FROM INFORMATION GATHER[O ON MAY II. 199/J
___ BY SAN-LO AERIAL SURVEYS ANO FROM MASS GRADING CONTOURS
PER 0~ NO. 400-BA.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
BASIS OF BEARING
TH£ fJASIS OF fJCAR/NG FOR THIS SURVEY IS TH£ CALIFORNIA COORDINATE
SYS/EM, NAO 83, ZON£ 6 ANO WAS ESTABIJSHEO BET'M:EN STA 710N NO.
V-2002 PER R.O.S. 1402J AND STA nON NO. SDGPS-41 [STABUSH[D /JY
TH£ COUNTY OF SAN DIEGO PER SAN DIECO COUNTY HORIZONTAL CONTRCX.
BOOK, I.E., N88'54 '05"W.
THC COMBINED SCALC FACTOR AT STATION V-2002 IS 0.999944419. GRID
DISTANCE ~ GROUNO DISTANCE X COMB/NEO SCALE FACTOR. ALL MEASURED
DISTANCES SHOWN HEREON AR£ GROUNO DISTANCES. THE MAPPING ANGLE
AT STATION V-2002 IS -0'32'51.881"
QUOTEO BEARINGS FROM REFF:RENC£ MAPS/DEEDS MAY OF/ MAY NOT BC IN
TERMS OF SA/0 SYS /EM.
LEGAL DESCRIPT10N
LOT 8 OF CARLSBAD ffiACT CT 00-05 IN THC CITY OF CARl.58AO, COUNT'f CT
SAN DIEGO. STA TE: OF CAUFORN/A ACCORDING 10 THE MAP TH£REOF NO.
14600. FILED IN THE OFFICE: OF /HE: COUN T'f RE CORDE Fl OF SAN DIE:CO
COUNTY ON MAY 29, 200J, ANO TH! REMAINDER LOT CT CARLSBAD TRACT NO.
02-14 UNIT NO. I IN 7H£ CIT'f OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE
OF CALJFORNIA. ACCORDING ro MAP THEREOF NO. T4777. FIi.ED IN THE OFRCE
OF TH! COUNTY RECORDl::R OF SAN DICCO COUNT'f ON APRIL 29, 2004. THIS
PLAN SET INCLUDES ONLY LOTS 60 TO 62.
PROJECT LOCA T10N
THIS PRO..CCT IS LOCATE:O VIITHIN ASSf.SSORS PARCEL NUMBER(S) 213-120-05
THC CAUFORNIA COORDINA Tr IND[X OF THIS PROJECT IS: 1990-6252
SPECIAL NOTES
TH£ FOO.OWING NOTE:$ AR£ PROVIDED TO GI\£ DIRECTIONS TO THE: CONTRACTOR BY TH! ENG/NECR
OF 'l,ORI(, THE: CIT'f ENGINEERS SIGNA 1l/RC ON THESE Pf.ANS OOCS NOT CONST11l/Tf APPROVAL OF
ANY CT THESE' NOTE:$ ANO THC ctT'f 'l,IU NOT 8£ RESPONSIBL£ F'OR THEIR ENFORCOIENT.
1. TH£ LOCATION OF EXISTING UTIUTIES AR£ BASCO ON AVA/LABI.£ RECORO INFORMATION. CONTRACTOR
SHALL VE:RIFY THE LOCATION ANO El.£VAT10N OF ALL EXISTING FACIUTIES (A801£GROUNO ANO
UNDERGROUND) VIITHIN 11/C PRO..CCT SIT£. THIS IIORK SHALL 8£ PE:RFORMEO SUFF/CIENn. Y Al-l(A[)
OF CONSTRUCTION TO PERMIT CIT'f APPROVAL REVISIONS TO THE CONSffiUCTION Pf.ANS IF AClUAL
LOCATIONS ARE FOUNO TO er IN CONFUCT V,,711 THC PROPOSCO WORK. CONTRACTOR SHALL NOTIFY
ENCINECR OF WORK OF ANY CONF1.JCTS OR ANY OTHER UT1UTl£S ENCOVNTE:RED PRIOR 10 PROCE:£DING
111711 CONSTRUCTION.
2. CONTRACTOR SHALL TAK£ PRECAUTIONARY MEASURE:$ TO PROlfCT THE UTIUT'f UNES SHOWN ANO
ANY OTHER UNES NOT CT RECORD OF/ NOT SHOWN ON THESE' Pl.ANS. ANY PA 1£1./ENT OR OTHER
EXISTING SURFACE IMPROVfl./ENTS DAMAG£0 BY CONTRACTOR SHALL 8£ REPLACED AS REQU/REO BY
TH! CIT'f OF CARLSBAD ENC/NEERING DEPARTMENT.
l SAFfTY PRECAUTIONS ANO ADEQUATE BARRICADING TO 8£ IN F'ORCE BY TH£ CONTRACTOR AT All
TIMES. NEITHER THE OM/ER NOR TH£ ENGINECR OF WORK ilflL ENFORCE SAFfT'f MEASURES OR
REGULATIONS. TH£ CONTRACTOR SHALL DESIGN, CONSTRUC7, ANO MAINTAIN AU SAFfT'f OEVICB,
INCLUDING SHORING, ANO SHALL 8£ SO!.R Y RESPONSIBI.£ FOR CONFORMING TO ALL LOCA~ STA TE
AND FfDERAL SAFfT'f ANO H[ALTH STANDARDS. LAWS ANO REGULATIONS.
4. All LENGTHS ANO DISTANCES FOR IMPROVEMENTS SHOWN ON THESE: Pf.ANS ARE MEASURED IN A
HORIZONTAL Pf.AN[.
,. Tl/£ DISPOSAL CT ANY ASBESTOS CO/ENT PIPE SHALL BE IN COMPLIANCf 111TH AU CURRENT LOCAi.,
STA TE AND FfDERAL REGULATIONS.
8. THC WORK TO BE DON£ SECTION ON THIS SHEf:T LISTS TH! STANOARO SPECIFICATIONS ANO DRA'MNCS
USCO DURING THE IMPROVEMENT Pf.AN / GRADING Pf.All OESICN. Tl/ES£ PLANS HA\£ BEEN PREPAREO
IN ACCORDANCE 'MTH THC CURRENT EDITIONS CT THC STANDARD SPECIF/CATIONS AND DRAWINGS IN
ITFECT ON TH£ DA TE OF THC SIGNA lURC BY THC ENC/NEER OF WORK
AIR OUAUTY NOTES
1. All. CI/Al)/NG SHAU. 8£ DONE IN COMPI.IANCE lt/lH Sl)APCI) ANO CARS
STANOAROS ANO RE()(J!ROIENTS ANO DI/ST CONTRa. STANOAROS IN Till£ 2-1
rF TH£ CAIFORNIA AOMINISTRA 710/V COO£.
2, WATERING (F THE /lHAl)/NG SIT£ SI/All TAK£ Pl.ACE BEFORE ANO DIJRING
Cl/AO/NO IY'CRATIONS TO l,f/NI/IIZ£ 0//ST GD/£RA710/V. A WATER 7l/fJCK SHAL1
8£ RE()(J!/?EO TO 8£ ON Sil£ AT Al1 1/AIES TO TH£ SA Tl!FACTION (F lllE
CITY ENGINEER.
WORK TO BE DONE:
THE GRADING WORK SHAU CONSIST OF ff CONSTRUCTION OF ALL CUTS AND FILLS.
DRAINA<J£ FAC/U71ES. E:ROSION CONTROi. FACIUTICS. ANO PLAN11NG OF P£RMANENT
LANDSCAPING ANO PREPARATION OF AS-BUll..T GRADING Pf.ANS, ALL AS SHOWN OF/
REQUIR£0 ON THIS SET OF PLANS AND TH£ CIT'f STANOAROS. SPECIFICATIONS.
RcQUIREM[NTS, RESOCUTIONS AND ORDINANCES CITE:O ON THESE PLANS.
THC GRADING WORK SHALL er PfJ?FORMED IN ACCORDANCC 111111 THE FOI.LOf'olNG
DOCUMENTS, CURRENT AT THE TTME OF CONSTRUC710N, AS DIRECTED BY THC CITY
ENGINE£R.
1. CARLSBAD MUNICIPAL COD£
2. ctT'f OF CARI.S8AO STANDARDS
J. THIS SE:T OF Pf.ANS
4. RESOCUTION NO. 5461 AND 5464 DA TE:O SfP 1£M8ER 17, 200l
5. THE STANDARO SPEC/FICA TIONS F'OR PUBUC WORKS CONSTRUC110N (GREEN BOOK)
PJ I
----W--
--,r-v-__ \L __ -------
~11---11--
I I I I I I I I I I I I I 111111111111111 I I I I
-o---<o---<□>----
■■■■■■■■■■■
-0---01----
AIR CONDITIONINIJ PADS
SWAL£ (r,r MIN.}
SWAL£ HIG/1 POINT 'MTH fl.OW
UNC ELEVA TIO!f
CURB INLET
STORI,/ DRAIN PIP£ --
STORI,/ DRA/11 BOX (CI.EAN OUT
OR TYPC "F" INLET)
STREET UGHT
FIRC HYDRANT
WA TE:R LA TE:RAL
WATE:R MAIN
· Sf.,l[fl LA 1ERAL
· SEIIEFI MAIN
. TOP /TOF: 51.0PC
SUBDIVISON 80/JNDARr
FINISH GROUNO CONTOVRS (PER
GRADING PLANS)
DAYLIGHT LIN£
RfTAINING WALL TYP£ PER Pl.AN
( SEPARA 1£ PERMIT REQUIRED)
s·-o· HIGH wooo FENCE
5' -o• HIGH 11!)()0 GA TE
5•-0· HIGH 1ll8ULAR STE:El FENCE
6'-7' MASONRY PILASTE:RS
5'-6' MASONRY WALL
s' Wf?OVGHT IRON FENCE WIUI
3,J POST ANO D£CORA Tl\/£ CAP
5' ENHANCED WOOO FENCE
WOOO FENCE: AT RETAINING WALL
DRIVEWAY
STEP TO GARAGE:
5. SOILS REPORT ANO RECOMM£NOA TIONS BY PACIFIC SOILS DA TE:O 10/17 /97 AND ADOENOUI,/ DA TEO 08/01/01. GAS SERVICE
7. TH£ SAIi DIEGO AREA REGIONAL STANDARD ORA 'l,INCS ANO AS MAY BE MODIFIED BY IHC
CIT'f OF CARLSBAD STANDARDS.
8. TH£ CARLSBAD MUNICIPAL WA TE:R 0/STRICT'S STANDARDS AND SPEC/FICA TIONS
FOR WA TE:R, Sf,l[fl ANO RECI.AIMEO WA TE:R.
9. THC CAUFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFJC CONffiOI.S FOR
CONSTRUCTION ANO MAINTENANCE WORK ZONES-.
f(I. THE CAUFORNfA DEPARTMENT OF TRANSPORTA710N STANDARD SPECIFICATTONS
DOCUMENT NO. 769692.
rr. THE CAUFORNIA DEPARTMENT OF TRANSPORTA 710N STANDARO PLAN,
OOCUMEN T NO. 769691.
12. THC STOR!.I WAIER POLLUTION PREVENTION Pf.AN (SWPPP) PREPARED BY
PDC DA TED APRIL 200•.
EARn-fWORK OUAN1TT7ES
CUT: 150 CY
FILI.: . . . . 0 CY
IMPORT: ... . . . . O CY
EXPORT: TSO CY ....
Rfl./EDIAI.: 0 CY
NOTE:: THE ABOVE QUAN11T1ES AR£ FOR
BONDING PURPOSf.S ONLY ANO SHOULD
NOT BE USCO FOR FINAL PAY QUANTl71ES.
TheseAs-Bwlf Prec;&eGradlng Plan.-on~ represenl tha
as-built yondition for pad elevations. (!eiter
dated __ 4(1.1/"-4-) finish floor
e!8\lation (:P.rtat· d ate(1 r,/1,,&/ 04 )
and draira~• Swale locat,:,.ns (letter
dated i/lS{E5 _). b!ll don
survev field shots taken ~ the com~!t,ffon :>f eacJ-, -:>f these
construction stages. The~ don~ rep,ei:.ent the as-built
cor<fflions for anr other ita111S shown on th059 ;;>lans ,Jr, pm,-., property (OL;■,de r:J Ihe public nght-'11-MJY)
PRIVATE CONTRACT
IS) . .. ELECTRICAL TRANSFORMl::R {SDct 3421)
ABOVE' l.iROUNO
.. ELECTRICAL HANDHOI.C (SDG! 3312)
BELOW GROUNO
QUANTIT'f UNIT
OJ.
0 . . . . . . ELECTRICAL/C/IBL£/PHONC RISERS
w''
3
520
10
'
480
EA
II
CA
EA
EA
...,
---..
=
. . . FlfJ[F/ ROI.LS ·
. . . J' PI-C YA/?D DRAIN
· · GRA 1£ INLETS, 4 • NOS A TR/UM ORAi/i
OR APPROVE:0 EQUAL
· SIDEWALK UNOERORA/N PER 0-27
NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
DRAWINGS UNLESS 01HERWISE INDICATED.
PLANNING DEPARTMENT APPROVAL "AS BUILT"
~·· DAID ~ / t/t,t ~?-A.-c~ 4 ;2..-,J,lf--"f
MICHAEL J. HOLZMILLER, PLANNING DIRECTOR -DA TE ~ :, II · --DATE:t'f,/Of ~ RCE 4~,~~ EXP. /t.-31-03
• -(SI-GNED) ~~EWED BY:
RECOMMENDED BY: ~ 11.~n :~ .0-..<J.. L--?-.5k-1(~
(PRINT™>"° INSPECTOR 1J"ATE
1---1---1---------------1f-----1f-----1---1---1 I sH,ET I ..__C-=ITY==O;.;.;;F=-=C-=A'-'-R:;.;.;LS:.:.;.;B::;.;Ac:..D_....11 sHEJETS I ENGINEERING DEPARTh,1ENT
UNAUll-lORIZED CHANCES <!c USES: The engineer preparing
these plons will not be responsible for, or liable for, unauthorized
changes lo or uses of these plans. All changes to th• plans mus\ be
in writing and must be approved by the preparer of these plan,.
California Council
of Clvl Engineer a
IMPORTANT NOTIC■ PRoJECTDESIGN CoNSULTANIS
PRECISE GRADING & ERD~ION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 6
MODEL HOMES (LOTS 60 TO 62) & Land 81.r'veyora
Construction contractor agree, that in occordance with i;enerolt::, occepted const~uc~ion
proctice!I, construction controctOf' will bs required to ossumqi sol• and complet• responsibility for California Council
job site conditiQnl during tht co1.irs• of constr1..1ction of the project, including safet)' of all persont
ond proporty: that thi1 requirement shall be modi, ta apply continuously ,;md not be limited to of Clvl Engi1eera
narmcil warkin1 hours. and construction contractor further ogrees to defend, indemnify and fiold & Land Sur-veyors
city of Son Diego harmless from any oncl □II 11ability, reol or □lleged, in connect;on with tha
perforrnonct of ·ttorlc on this project, excepting liability orisirii;t fron-, tha sola negligence of cit:, of
Son Diego professional.
i: \[nQr\2401\PA5\PTot .%n\P~6-Modei\2407-6_Mp1'0' 1wq 04/JC/2004 !2.·39. 05 P.\i ?OT
Section 421!/4217 of ttie Govemme•I .
Code requires that a Dig Alert lde•tiflcation
Number b1 issued before a
-Permit to Excavate• wiU b1 varid.
for )'Our Dig Alert I.D. Number Cal
Underground Service Alert
TOLL FRE■ 1-IOCl-411-4131
Two working day1 before you dig
Pl.ANNINo • ENvlRoiMBNTAL • llNoJNEBRiNO • SUIM!Y l'OP8
70 I B Strce~ Suite 800, San Diego, CA 9210 I
619-235-6471 FAX 619-234-0349
BENCH MARK
DESCRIPTION: BRASS DISK Ill CONCRETC Ill A STANDARD SURVEY 1\£!.L ON
CEN T£RUNE OF El CAMINO RO.l
LOCATION: COUNT'f OF SAIi DIECO 8£NCHMARK DESIGNATION NO. Rf BOO 288+89 EC
EL£VA710N: 311.407 M.S.I.. DAlUM: N.G. V.O. 29
.
1----1-----11-----------------+---l------1---l-----llAPPROVED:U.YOO HUBBS~ .. ~3~'"•6£'~ l!H1.:'"'1:.cr.o~::..i..,!.._POC-=-1-....!_'!:l2._· 8l///...T q
DA TE INITIAL DATE INITIAL DA TE INITIAL g;W0 B~~: BitJ1
:NGINEER or woRK REv1s10N DEScR1P110N ornER APPROVAL c11Y APPROVAL Rvwo sY: ew
PROJECT NO.
CT 02-T4 (I)
EXPIRES 12-Jt-o, I d,4¾tt .
DRAWING NO.
41T-J4
I
J
I
.i
I
i
I
I f I I f
J ·11h1i1■
~
t' G')
Q~ ...... ......
I w
C')
GATEWAY ROAD
N DISCOVERY ROAD
INGLETON A VENUE
51 50 r 49 48 --47 ~ -
I
58 I 59
TOWN GARDEN ROAD
KEY MAP
SCA/.£: I• ; I 00'
KEY MAP LEGEND
PROJECT BOUNDARY
LOT LINE [ = =~ SHEET NO.
LOT SUMMARY
61 LOT NUMBER
MAINTfJIANC£/5TORAGl NOTc:
CONTRACTOH T(} PROV!/Jc l,(Af!VTENANCE/STOl?ACC
A/VO CO/VCR£!£ WASHOIJT Affil Pf.AN 70 TH£ CITY
OF CARI.S8AO PR/OH TO START OF CONSTRIJCTION.
LOT
NUMB[R
60
61
62
ASS£SSOR
PARCE:L I
21J-1J0-60-00
21 J-1 J0-61-()(}
21J-1J0-62-00
SITE: PLAN BACKFLOW FOUNDATION
AODRE:SS TYP[ PR[VE:NTOR CATE:GORY
2570 TOWN GARD[N ROAD 68R l'E"S *
2574 TOWN GARD[N ROAD 5CR l'E"S *
2578 TOWN GARD[N ROAD 4AR l'E"S *
* Sff FOUNDA !ION DESIGN RE:COMMENDA !IONS ON SOILS REPORT NAMED • INTERIM AS-GRADED
R£PORr IY ROUGH ANO FIN£ GRAD/NG,MOOEL Lor COIJPt.D/fS ANO PHASE I PRODUCTION LOTS •
PER LEIGHTON .t ASSOC/A TES. INC. DA TED Af'RIL 27, 2004.
R/W 60' R/W
JO' JO'
1J' 1r ir 1J'
a5' ACCESS 5' ,o· 10' 5' 0.5' ACCESS STRIP f----"-+,-1f--'~~c-c1-~TR=A-'-"VE!.'=--.+---IR.!.!A'---VE!.-----1--'--f~f ..+---"-""' STRIP
4• NON-CONTIGUOUS
P.C.C. SIDEWALK
6 • TYP[ "G' CURB
.t CUTTER (TYP.)
YDRANT
'Ml ON
(TYP.)
STRUCIURAL SECTION
I TO B[ DETERMINED
BY SOILS ENG/NffR
(MIN. SfC7/0N 4• AC
OVER 6" AB)
iV ,,,' ~ ),?'
'1 6" TYP.
W, TfR
SE R
STREET LJGHT
AS SHO'Mol ON
PLANS (TYP.)
(C-
1
'900) UNDER<:UT PER
10' 7' 1 10' SOILS ENGINEER'S f-.-'--"'---~~-'-----+-----'----f-.-'--"'---l-.1 R[COl,fMfNDA TION
~-I•
'!,,.
"'
T 'MOTH-10% LO
(6' M -1N.}
'
I
I
~
Fri
I
Fr
BUILDING
FOOTING . . . . . .. '
J" PI-C YARD DRAIN AT -
Cl. OF SWAL[ UNLESS
OTHERVtlSE SP£CIAED.
I
-_:i• MAX
I ✓-
12'
STRIP
I
,,.,..
V V 2'MAX
STRIP
16'
'
PASADENA DRIVEWAY
I
,__1
81 I
DETAIL (TYP) N. T.S
FfNC[ D[TAIL
PER LANDSCAPE'
PLANS
J' MIN.
SIDEYARD DETAIL
NOT TO SCALE
RETAINING WAil.
HEIGHT AND TYP[
SHO'MI ON PLANS
Pf..
t",,',/',,-:,w~i'\-r:;..=BACKALL
E PLAN
I
I
Fl. U[V P[R PLAN DETAIL: RETAINING WALLS
60' .1
L
NO SCALE
GARAGE
ARCHITECIURAL
POPOUT (VARIES}
PROP[RTY UN£
TYPICAL POPOUT DETAIL
. 7 I
12' MIN
17 I t t REARYARD
SETBACK
20% LOT
EROSION CONTROL NOTES:
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM URBINA AT (760) 715-7712
(CillULAR) OR KRISTIN[ ZORTMAN CF LENNAR HOME:S AT (760} 918-7765.
2. EQUIPMENT ANO WORKERS FOR [MERGENCY WORK SHAU. BE MADE AVAILABLE AT
All. TIMES DURING THE RAINY SEASON. All. NECESSARY MATERIALS SHAU.
BE SrcJCKPILED ON SITE AT CON',£Nl£NT LOCATIONS TO FACILJTATE RAf'IO
CONSTRUCTION OF TEMPORARY DEVICES 'MIEN RNN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BF: MOVEO OR MOOIFIED arTHOUT TH[
Af'PRDVAL OF TH[ ENGINEERING INSPECTOR.
4. TH[ CONTRACTOR SHAU. RESTORE All. EROSION CONTR!X DEVICES rcJ WORKING
ORDER TO TH[ SA TISF AC7/0N OF TH[ Cl TY ENGINEER AFTER EACH RUN-ITT
PROOUCING RAINFAIL
5. THE CONTRACTOR SHALL INSTAil. ADDITIONAL £RDS/ON CONTROi. MEASURES AS
MAY B[ REQUIRED BY THf CITY ENGINEER DUE TO UNCOMPLETEO GRADING
OPERATIONS OR UNFORESITN CIRCUMSTANCES 'Ml/CH MAY AR/Sf.
6. TH[ CONTRACTOR SHALL BF: RESPONSIBI.£ AND SHALL TAK[ NECESSARY
PRECAUTIONS ro PRE\£NT PUBLJC TRESPASS ONTO AR[AS 'MIER[ IMPOUNO[f)
WATERS CREA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTR!X MEASURES PROVIDED PER THE APPROVED GRADING
PLAN SHALL BF: INCORPORATED HEREON.
8. GRADED AREAS AROUND TH[ PROJECT PERIMETER MUST DRAIN AWAY FROM TH[
FACE or SI.OP[ AT TH[ CONCLUSION or [ACH WORKING DAY.
9. ALL REMOVABLE' PROTECT/\£ DEVICES SHOWN SHAU. BF: IN Pt.ACE AT TH[ £NO
OF EACH WORKING DAY 'MIEN TH[ FIVE (5) DAY RAIN PROBABILJTY FORECAST
EXCEED FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS SI/All. BE Rfl.lOVED
AFTER EACH RAINFALL
,a All. GRAlfi BAGS SHAU. Bf BURLAP m'f arm J/4 INCH MINIMUM AGGREGATE.
II. SHOULD GERMINATION or HYDROSITDEO SI.OPES FAIL TO PROVIDE' EHrC71',£
CO\fRAGE or GRADED SLOPES (90% CO\fRAGE) PRIOR TO NOVfl./BfR 15, TH[
SLOPES SHAU. BE STABH.IZED BY PUNCHED STRAW INSTALJ.EO IN ACCORDANCE arm SECTION J5.02J or THE EROSION ANO SEDIMENT CONTROi. HANDBOCI< or
TH[ DEPARTMENT or CONSfRVA TION, STA TE or CALJFORNIA.
TEMPORARY EROSION CONTROL
PL.ANT1NO AND IRRIGA 110N NOTES:
ALL PERMANfJIT AND TEMPORARY EROSION CONTR!X PLAN7/NG ANO
/RR/GA TION SHALL Bf INSTALLED ANO MAINTAINED AS REQUIRED IN
SECTION 212 or TH[ STANDARD SPECIF/CATIONS ANO TH[ F<X.I.OarNG:
A. HYDROSEEDING SHAU. Bf APPLJfD TO:
I. All. SLOPES THAT AR[ GRADED 6: I (HORIZONTAL TO \fRTICAL)
OF/ STE£PER ',!f/£N THEY AR£:
a. THRff FEET OR MORE IN Hf/GHT ANO ADJACENT TO A
PUBLJC WALL OF/ STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED Fl.A TTER THAN 6: I 'MIEN ANY OF TH[
FOil.OWiNG COND/7/0NS EXIST: a. NOT SCHEDULED FOR IMPROVfl./£NTS(CONSTRUC7/0N OR
GENERAL LANDSCAf'ING} 'MTHIN 60 DAYS or ROUGH
GRADING
b. IDENTIAEO BY THE PARKS AND RECREA !ION DIRECTOR AS
HIGHLY VISIBLE TO TH£ PUBLJC.
c. HA\£ ANY SPECIAL CONDl7/0N IDENTIFIEO BY TH[ CITY
ENGINEER THAT WARRANTS IMMEDIATE TRE:A TMENr.
8. HYDROSITOED AREAS SHAU. BE IRFIICA TED IN ACCORDANCE arm
THE: FOLLOWING CRITERIA:
1. All. SI.OPES THAT ARE GRADED 6: I OR STEEPER AND THAT AR[: PAD
a. THREE rcJ EIGHT FEET IN HEIGHT SHALJ. BE /RR/GA TED BY HANO
WATERING FRO// QU/CI( COUPLERS/HOSE BIBS OR A CON'vcNTIONAL
SYSm.t or LOW PRECIP/TA TION SPRINKLER HEADS PRDWD/NG
100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHAU. B[ WATERED BY A
CON'vcNTIONAL SYSTf/J or LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% CO\fRAGE.
2. AREAS 51..0PED LESS THAN 6: 1 SHAU. BF: /RR/GA TEO AS Af'PR0',£0
CITY ENGINEER, Pl?IOR TO HYDROSITDING. TH[ DElfiOPER SHAU.
SUBlr//T A PROPOSED SCHEME TO PROVIDE' /RR/CA !ION rcJ TH[ CITY
ENGINEER. THE PROPOSAL SHALL BF: SPEC/AC REGARDING THE
NUMBERS, Tr1'ES .t COSTS OF TH[ UEMENTS CF TH[ PROPOSED SYSTEM.
l /RR/GA !ION SHAU. MAINTAIN THf MO/SIUR[ 1.£\U OF TH[ SOH. AT TH[
OPTIMUM LE'VEI. FOR TH[ GROWTH OF TH[ HYDROSfEDEO GROWTH.
C. HYDRDSEEDING MIX SHAU. CONSIST OF All. OF THE: F<X.1.0,IING:
f. SEED MIX SHAU. CONSIST OF NO LESS THAN:
TEMPORARY EROSION CONTROL
Pl..ANll-Kl AND IRRIGA 110N NOTES: (CONT)
2. m'[ I MULCH APPLIED AT TH[ RAT[ OF NO LESS THAN 2000 lbs PER
ACRf. Tlff 6 MULCH (STRAW} MAY BF: SUBST/11./TED, All. OR PART, FOR
HYDRAUUCAllY Af'PUED FIBER MATERIAL 'MIEN STRAW IS USED IT MUST
Bf ANCHORED TO TH[ SI.OPE BY MfCI/ANICAll Y PUNCHING NO LESS
THAN 50% or THE STRAW INTO TH[ SOIL
1 FERTILIZER CONSISTING OF AMMONIUM PHOSPHAT[ SU/fATE, 16-20-0,
arTH 15% SULFUFI APPLIED AT TH[ RAT[ or 500 lb .. PER ACRE.
D. AREAS 70 BE HYDRDSfEDEO SHALL BE PREPARED PRIOR TO HYDROSITDING B~
1. ROUGHENING TH[ SURFACE TO BF: PLANTED BY ANY OR A COMB/NA 7/0N OF:
a. TRACI< WALKING SI.OPES STEEPER THAN 6: 1
b. HARROarNG ARE'AS 6: I OR Fl.A TTER THAT AR[ sumClfNTL Y FRIAEJlE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO',£.
2. CONDl7/0NING TH[ SD/LS SO THAT IT IS SUITABI.[ FOR Pt.ANTING B~
a. AD.AJSTING TH[ SURFACE SOil MO/S1URE ro PROV/I)[ ... DAMP
BUT NOT SA IURA TED SITO BED.
b. /Hf ADDITION OF SOIL AMENDMENTS, PH AD.AJSTMENT. LEACHING
OR CO\fRINC SALJN[ SOILS TO PROVIDED V/ABL[ CONDITIONS
FOR GROWTH.
f. HYDROSEEDEO ARE'AS SHALJ. B[ MNNTAINED TO Pl?OVIDE A VIGOROUS GROWTH
UNTIi. TH[ Pl?O.ECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS 'MIER£
HYDRDSSED/NG IS THE PERMANENT LANDSCAPING, UNTIL TH[ PRD.ECT IS
COMPf..fTEO ANO All. BONDS REI.EASED.
60'
O'MIN.
8
~
10% LOT WIDTH
(5' MIN.}
Ff;/00.0
7
MIN. 1% SWALE'
I
__L__l-J+~::=::::11~!~
FORMED SURFACC
NO SCALE
8' MIN. I ---~=='.==t=tt~;;~,FIBER R!XLS ALONG ~~";"=;=~==<:',,.,,_::-l---l'=== RIGHT Of WAY (±20') PORCH SETBACK CURB .t CUTTEFI R=5' (TYP.)
-8----' STRffT SLOPE
PLANNING AREA 6 MODEL HOMES
TYPICAL LOT DRAINAGE AND EROSION CONTROL, N. T.S.
a:'
S/DEYARD ITNCE
MIN.DISTANCE
TO FACE OF WAil.
PROP. MIN. pRAINAGl
DISTANCE: J TO BLDG
NOTE: DEEPENED FOOTING SHALL EXTEND I' MINIMUM
BELOW LO~ST ADJACENT Fl.OWi.iN£ ELEVA nON
DETAIL •A•
NO SCALE'
PROPERTY LJNf
F.F.
GARAGE'
If.
SWALE' I
5't/N. J.
J' MIN.I 2'
-9"1.il
1~i MIN.
SWAL[
5' MIN.
'\ff, 2:c 1.u~
( 20:C M,;J..
SECTION A·A
NO SCALE
a. 20 lbs. PER ACR[ OF' ROSE CI.O nJI ,(
b. 20 lbs. PER ACRE OF ZORRO FESCUE O ~ 10' MIN. c. J lbs. PER ACRE OF [ SCHOOi. CIA CALJFORNIA fJ' PARKWAY TRf'SITlfl' ~-\'i"'
d. 4 lbs. PER ACRE OF' AC/IN.LEA MILLEFWA 0'i:~ .ffe
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) 2Jf /,.,q,.'i' ~
02%
FINISH
GRAD!
'MOTH -1+-10% LOT 'MO 6R 4R ----5R (6' MIN.)
f. I /2 lb. PEFI ACRE or DIMORPHO/.ECA -l;il::...-F~..:.,_~
TH g. ITEMS c,d,e, AND f or THIS SUBSECTION MAY 8[ OMITTED ON .,;~~=k:=:::::::::h~~i~::::~14~:C~M~AX~:::::::::::::::::. LOCA 7/0NS 'MIERE THE AREA Bf/NG 1/YDROSITDEO IS NOT VISIBLE STF?EET
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BENCH MARK
DESCR/P7/0N: BRASS DISK_III/ CONCR[T[_IN _A_S[ANDARO SUR\£Y ~ ON
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PR.omerDPSIGN CoNSULTANIS
PIANNINO • l!NvJRcNMBNrAL • l!l«liNBllRJNo • SUR.VBYIOPS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELD!, R.C.!'.. 429~1 DA TE RE~SlRA TIO~ DESIGNED PM SURvEY
¾ N.:.A. EXPIRES OJ-31-08
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PRECISE GRADING & EROSION CONTROL PLANS FOR:
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619-235-6471 FAX 619-234-0349
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GREGORY M. SHIEID5, R.C.E. ~2951 DA TE REGISTRATION DESIGNED PM SUR'<EY
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DATE INITIAL DATE INITIAL g~D BJ~:
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