HomeMy WebLinkAboutDWG 413-8B; CT 02-14 (3); BRESSI RANCH PLANNING AREA 8 UNIT 3; 01-05®DINGNOTES: ®DING NOTES (cont) CARLSBAD TRACT
RANCH
NO. CT-02-14
RESIDENTIAL
(IN AODtnON TO THE REQUIREMENTS OF CHAPTER ,,.111 OF THE
CARLSBAD MUNICIPAL CODE.)
f. THIS Pt.AN SUPERSfDES1 ALL 071/fR Pt.ANS PREl10USI. Y APPROV£0 BY TIIE CITY
OF CAR(SBAO REGARDING GRADING SHOWN ON THIS SET OF Pt.ANS. .
2. APPROVAL OF' Tl/IS Pt.AN OOES I/OT LESSEN DR WAIVE' ANY PORTION OF THC
CARI..SBAO MUI/IC/PAL COD£. RESOI..UTION OF CONDITIONAL APPROVAi. CITY
STANDARDS QR OTHf:R ADDITIONAL OOCUMENTS USrEO HEREON AS THEY MAY
PERTAIJJ TO THIS PROJECT. TIIE ENC/NEE/I IN RESPONS/81.L CHARGE SHALL
REI-ls£ THESE: PLANS 'MIEN NON-CONFORMANCC IS DISCOV£REO.
J. CITY APPROVAL OF Pt.ANS DOES NOT REUfl£ THE OE'IUOPfR OR fNGINEER-OF-
WORK Fl?O/,I RE5PONSl8ILJTY FOR THE CORRECTION OF f:RRORS ANO OMISSIONS
DISCOV£REO OUR/NG CONSTRUCTION. ALL Pt.AN RE\1SIONS SHALL BC PROMPT!. Y
SUBl-.llmD TO TIIE CITY ENGINEER FOR APPROVAi..
4. A RIGHT-OF-WAY PERMIT FRO/,/ THE CITY ENG/NITR ll!LL 8E REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF' WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE flt_EO NAMING THE CITY OF CARLSBAD AS
AN ADDITIOIIAL INSURED ON THE Pf:RMITTEE'S POI..ICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE: OF UA8/UTY. TIIE INSURANCE
COMPANY WRITING TIIE POI.ICY MUST HAVE: A RATING OF •11• ANO A SIZC
CATEGORY OF a.ASS V AS ESTABI.JS/IEO BY "8ESTS' KEY RA TING GUIDE.
'-UNLESS D<EMPTEO BY SECTION 301.(b)S OF THE UNIFORIJ 8Ull..DING CODE:,
Rf.TAIN/1/G WALLS OUTSIDE OF PU8UC RIGHT OF WAY REQUIRE SEPARATE
Pf:RMITS FROM THE 8UILOING 0£PARTMENT.
& NO WORK SHALL COMMENCE: UNTIi. ALL Pf:RMITS HA VE: 8EEN OBTAINED FROM TIIE
CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF' 1HES£ Pt.ANS BY THE CITY [NG/NEER DOES I/OT AUTHOR/le ANY
IIQRK OR GRADING TO BE PERFORMED UN11L TIIE PROPERTY OWN[R'$ PERMISSION
HAS 8EEN OBTNNEO ANO A VALID GRADING PERMIT HA$ BEEN ISSUED.
8. 110 R£\,1S10//5 llltL 8E MAD£ ro TIIE:SE: Pt.ANS 'MTHOUT THE 'lrR/TrEN APPROVAL
OF' THE CITY ENGINEER, NOrED IIITHIN THE RE:11SION 8LOCK, ON TIIE
APPROPRIATE SHEET OF' THE Pt.ANS ANO THE TITI.E SHEET.
9. ORIGINAL DRAIIINGS SHALL BECOME TIIE PROPERTY OF' TIIE CITY UPON 8f/NG
SIGNED 8Y THE CITY ENGINEf:R.
10. TIIE ORIGINAL DRAYr1NG SHALL 8E REl1SEO TO REFI.ECT AS-8UH.. r CONOlnONS BY TIIE
ENciNEER-OF-IIQRK PRIOR TO FINAL ACCEPTANCE OF' THE '/,ORK 8Y THE CITY.
11. ACCE:SS FDR FIRE ANO OIHEff EMf:RCENCY VEHICl.£S SHALL 8E: MAINTAINED TO
TH! PROJECT SITE AT ALL nMES DURING CONSTRUCT/ON.
12. 111-/f:RE TRENCHES ARE I\ITHIN CITY [ASEMENTS, A S0/1..S REPORT COMPRISED
Of'.\ (A) SUMMARY SHEEr, (8) LABORATORY IMJRK SHEETS ANO (CJ COMPACTION
CU/lVE~ SHALL BE SIJBMITrEO BY A PROffSSIONAL ENGINITR OF fHE: STA TE OF
CAUFORN/,4, PR/NC/PALLY DOING BUSINESS IN IHE FIELD OF APPLIED SOILS
MECHANICS. TIIE SOILS REPORT IIILL BC SU8MITrEO TO IHE CITY ENGINEER/NG
INSPECTOR IIITHIN TI\O (2) WORKING DA rs Of' TIIE COMPLE:nON OF' FIELD TESTS.
,J. A SOILS COMPACTION REPORT ANO COMPUANC£ V£RIFICA TION REGARDING ,f ,WHERE/IC£ TO R£COMMENDAnONS OU71JNEO IN IHE SOILS REPORT 15 REQUIRED
PRIOR TO THE /SSUANCC OF' A BUILDING PEffMI T. ALL CON TROI..LEO GRADING
SHALL l1E DONE: UNDER THE DIRECTION OF' A PR<YFSS/ONAL [NG/NITR OF THE
STA TE OF' CAUFOR/1/A PR/NC/PALLY DOING 8USINESS IN TIIE FlElO OF APPUED
SOILS MECHANICS. ALL F1Ll OR FUTURE F1Ll ARU.S SHALL BE CONSTRUCT£0 IN
ACCORDANCE 111TH THE: CITY Of' CARLSBAD STANDARD SPECIF/CA llON5 ANO TIIE
• EARTH'MJRK SPECIF/CA T/ONS • A TTACHEO TO THE PREUMINARY SOILS
INVfSTICA TION. DAILY FlElO COMPACnON REPORTS ll!LL 8E SIJBMITrEO TO TIIE
PROJECT INSPECTOR.
14. A PRECONSTRUCVON 1./ffUNQ SHAil 8( HEl D AT 11-1( STE PR/08 7J2 THE
RFGINN/NG Of MJ8K ANQ SHAii R( AUfNQFQ BY All REPRE$FNTAUkfS
RESPONSIBI.L FDR CONSTRUCnONtifNSPECnON, SIJP[R\1SION, rEST/NG ANO ALL
OTHER ASPECTS Of THE fKJBK, :t CONTRACTOR SHAU SCHEDULE TIit MEETIN~
THROUGH THE PEffMIT Cl.ERK (760-436-3891) AT l£AST nvr (5)
WORKING OA YS PRIOR TO STARnNG CONSTRUCTION. APPRO'VtD DRAIIING5
MUST BE AVAH..ABI.E PRIOR TO SCHEDUUNG. TIIE GRADING PfRMIT MLL 8E PR0\10EO
BY IHE PROJECT INSPECTOR AT TIIE MEEnNG.
1'-All INSPECUQN RECYJESTS QUl[R THAN FDR PRECONSIRUCTIQN MEETING 1111 L BE
/,/AD( BY CAIi ING VIC ENG/l'lffRIIIG 24 HOUR INS['[CllQN REOUEST l/NE AT
Q6Ql 438-3891, INSf[CUON REOUfS[S MUST 8€ RWW PR/08 7J2 2: OQ PM, ON THE DAY BEFORE THE INSPECnON IS NEEDfO. INSPECTIONS MLL fl£ MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHf:RIIISE. REQUESTS MADE AFTfR
2; 00 P.M. ll!LL BC SCHEDULED FOR TWO (2) FULL WORK OA rs LATER.
1& THE OWNER ANO/DR APPUCANT 71-/ROUGH TIIE OE'IUOPfR AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAff.TY DEi-iCES, INCLUDING
SHORING, ANO SHALL BE SOI..El Y RESPONS/81..E F'OR CONFORMING TO ALL LOCAL,
STATE ANO FfDERAL SAff.TY ANO HEALTII STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A OfTAH.. Pt.AN TO THE CITY [NG/NEER ANO/OR CONCERNED AGENCY SHOIIING
THE OfSIGN OF SHORING, BRACING SI.OPING OR OTl/f:R PR011SION5 TO 8E MAO£
Of ll'ORKf:R PROrECTION FROM TH! HAZARD OF CA I-ING GROUND OUR/NG TIIE
E:XCA VA nON OF SUCH TRENCH OR TRENCHES OR DURING TIIE PIPE /NSTALLA TION
71-/EREIN. Tl/IS Pt.AN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (SJ OR
MORE IN DEPTH ANO APPROV£0 BY THE CITY ENG/NEE/I ANO/OR CONCERNED
AGENCY PR/Oil ro EXCAVA noN. IF mr Pt.AN VARIES FROM THE SHORING SYSTD,I
STANDARDS E:STA8USHED BY TIIE CONSTRUCnON SAff.TY ORDER~ nn.c 8
CAUFORNIA AOMINISTRA Tl\£ COOC THE Pt.AN SHALL BE PREPARE( 8Y A
REG/SlfHEO ENGINEER AT 11-IC CONTRACTORS EXPENSf. A COPY Of' THE OSHA
EXCAVATION PERMIT MUST BC S/J8MITrEO TO THE INSPECTOR PRIOR TO
EXCAVATION.
29. THE OWNEff/APPUCANT SHALL INSURE Tl/AT ALL CONTRACTORS SHALL COORDINATE TIIE: WORK OF
THESE GRADING Pf.ANS 111111 THAT SHOWN ON 80111 TIIE LANDSCAPE ANO /RR/GA TION Pt.ANS ANO THE:
IMPROV£MENT Pt.ANS AS REQUIRED FOR Tl/IS WORI< IN ACCORDANCE: 111111 THE LANDSCAPE MANUAL TIME REQU/R[MENTS. BRESSI JO. STORM DRAIN PIPE SHALL BE Rf/NFORCEO CONCRill PIPE 111TH A MIii/MUM D-LOAO OF 1,350 OR AS8ESTOS CfMENT PIPE VrlTH A MINIMUM 0-LOAD
OF' 2,000. FOR PRIVATE STORM ORNNS. PIPES UP TO 15• P\,c MAY BE UTIUZEO PR0\10ED DEPTH 15 LESS Tl/AN 15 FEET AND /JACKFILLEO 'MTH
J/4' ROCK PER SORSD 5-4 T'IPE: •c• ANO PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE.
JI. 'NI/ERE AN EXISTING PIPE UNE 15 TO BE A8ANOONEO AS A RESULT OF' THE GRADING OPf:RA nON, IT SHALL BE: R[l,l0V£D Ill/HIN Tl',£NTY FEfT OF
8U/LDING OR STREET AREAS ANO REPl.ACEO 11171-1 PROPf:RL Y COMPACTED SOILS. IN OTHER ARU.S, THE: PIPE IIILL BE: PWGGEO 11171-1 CONCRETE: DR
REMOV£0 AS APPROVED 8Y THE: CITY ENGINEER.
HEATHER COURT-PA 8 PHASE 1
J2. THE CONTRACTOR SHALL VERIFY TIIE LOCATION OF AI.L EXISTING FACIU71E5 (A80VE' GROUND ANO UNOf:R GROUND) 'MTIIIN TIIE PROJECT SITE: sumc1ENn. Y
(LOTS 180 TO 193)
AHEAO OF GRADING TO PERMIT TIIE REI-IS/ON Of' TIIE: GRADING Pt.ANS IF IT IS F'OUNO /HAT THE ACTIIAL LOCA n6Ns ARE: IN CONFl/Cr 11171-1 TIIE PROPOSED WORK.
JJ. THE: CONTRACTOR SHALL NOTIFY AtrrCrED unUTY COMPANIES (SEr BElOW) Ar l£AST TWO (2) FULL '!,ORK/NG DA rs PRIOR TO STAR7'NG GRADING NEAR TIIEIR
F'AC11.ITIE5 ANO SHALL COOROINA TE TIIE WORK 111111 A COMPANY REPRESENTA llVE'.
UNDERGROUND SERI-ICE ALERT 1-800-422-41JJ CITY OF' CARLSBAD (5TRffTS .t STORM DRAIN)
SOG&<E 1·8Q0 · 660-7J4J CITY OF' CARLSBAO (SErll:R,WArER .t RE:CU.IMEO WArER)
S fJC 1-800-892-012J
ADEi.PH/A CABLE COMWNICA 7'0115 (760) 438-7741
COX COMMUN/CA noNS (760) 806-9809
J4. P£RMIT COMPUANCl REQUIREMENTS:
(760} 434-2980
(760) 438-2722
A. FDR CONTROI..LEO GRADING-THE APPUCANT HIRES A CIVIL ENGINEER. SO/LS ENGINITR, AND/OR CEO/..OCIST TO GIVE: rECHNICAL ADI-ICE, OBSERVE ANO
CONTROi.. TIIE WORK IN PROGRfSS /1'.16.120A.8.J CARI.SBAD MUNIC/f'AL CODE.
8. PRIOR TO FINAL APPROVAL OF' A GRADING PERMIT THE FOI..LO'MNG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER WA TIIE PROJECT INSPECTOR
{15.16.120A.1o/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPE:RWSING GRADING ENGINITR STA nNG ALL ~AO/NG IS COMPLETE. ALL EROSION CONTROi.., SI.OPE: Pf.ANTING ANO IRRIGA IION
ARE INSTALLED IN CONFORMANCE 111TH CITY CODE ANO 111E APPROVED PLANS (OBTAIN SAMPLE Of COMPLIANCE LEm:R FRO/./ CITY ENGINITR DEPARTMENT).
(2) AS-BUii. T GRADING PLAN.
(J) REPORT FRO/,/ TIIE SOILS [NG/NEER, WHIC/1 INCLUDES RECOMMENDED SOIL BEARING CAPAC/7/ES. A STATEMENT AS TO TIIE: EXPANSl"f: QUAUTY OF TIIE
SOIi. AND SUMMARIE:5 OF' FIELD ANO LABORATORY T£5TS. IHE REPORT SHALL ALSO INCl.UOf A STA/fMENT BY IHE SOILS fNGINEf:R IHAT IHE GRADING
WAS DONE IN ACCORDANCE 111TH THE: REQU/R[MENTS ANO RECOMMENOA TIONS OU71JNED IN TIIE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS TI/EffETO.
(4) REPORT 111111 AS-BUILT GEO/..X/C Pf.AN, IF REQUIRED 8Y THE CITY.
J'-UNLESS A GRADING PERMIT FOR Tl/15 PROJECT IS ISSUED IIITHIN ONE (1) )£Alf AFrER TIIE CITY ENC/NITR'S APPROVAi.. IHESE Pt.ANS MAY 8E: REQUIRED TO BE
RESU8MITrED FOR Pt.ANCHECK. PI.ANCHECK FEES ll!LL BE REQUIRED FOR ANY SUCH RECHECK.
J6. THE so1Ls REPORT nn.Eo fi,.{,...n.h As-:·~ J ll<t•,t °' '4,L.. ..J. ~ ';'r-c. ~n,J....., .
ALL ~.:~: si1! it!':: ~'of~ 111:~~E~M:J.!~1-o1t,o.w,1A f,; I fJf,,,....
ANO SPECIFICATIONS CONTAINEO IN SAID SOILS RfPORr.
'DECLARAT10N OF RESPONSIBLE CHARGE'
I HEREBY DEC/..ARE IHA T I AM THE ENGINEER OF' WORK FOR THIS PROJECT, THAT I HA VE
E:XERCISfD RESPONSIBLE CHARO£ OVER THI= DE:SIGN OF IHE PROJECT AS DfFINED IN
SECnON IJ 70J OF THE BUS/NE:SS AND PROFESSIONS COD£, AND THAT THE: DESIGN IS
CONSISTENT Y,!TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJE:CT DRAWINGS AND SPECIFICAnONS BY THE
CITY OF CARLSBAD IS CONFINED TO A REVIE:W ONLY ANO DOES NOT RELIEVE ME:, AS
ENG/NEE:R OF WORK, OF MY RESPONSIBLITIES FOR PROJECT DESIGN.
FIRM: ___ P_R_O_JE_C_T_DE_S_IG_N_C_ON_S_U_L_TA_N_TS ____ _
ADDRESS: -~7=0_1 =8~S~1R=E=E~T._SU;;.;;c..lTE:=-=-80c..;O'-------
CITY, STA TE:: SAN OIE:GO, CALIFORNIA
TELEPHONE: (61~) 2J5-6471
~M~~M~::\.---.... Js.~""'~~,<!!.... ~1--=..__ __ &:· 2$ . c) 'f
8Y: GREGMY M. SHIELDS DA TE::
R.C.E. NO. __ 4=.29c..;5"-I ___________ _
REGISTRATION E:XPIRA TION DA TE:__:Oe,::J_-,c_J1:....-_:0c.::IJ ___ _
SO/LB ENGINEER'S CEFmACA TE
l
~
SHEET INDEX
c:J
\
PROJECT
SITE
VIC/NllY MAP
NOT TO SCALE
. 7171£ SHff.T
0/NSEmA
LANE
I, /JI._ ~-tJ~-, .Ii,, 1.,,/t.,. _14. A REG/STEREO CIVIL ENGINEER or THE
STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD Of APPUEO SOIL
MECHANICS, HfREBY CERTIFY T/-IAT A SAMPUNG AND SIUDY OF' THE SOIL CONDITIONS
SHEET , .
SHEET 2.
SHEET J-5.
. KEY MAP, DETAILS. SPECIAL NOTES
. PLAN VIEW
PREVALENT IIITHIN 'flilS SITE Jl'AS MAD£ 8Y ME OR UNDER MY 0/RECmJj/ fJETWffN mE_~ SOURCE OF TOPOGRAPHY
OATES Of 5<1,tf. 'Z#oc,, AND ,fy!,t:! I , -'°'~
TllO (2) COMPLETE COPIES OFI THE SOILS REPORT COMP/1.EO FRO/./ THIS SIUDY. ,1171/ MY
RECOMMENDA IIONS. HAS BEEN SUBMITrEO TO 'fliE omcc OF THE CITY [NG/NEE/I. • --TOPOGRAPHY SHOWN ON IHESf PLANS WAS GENERA T£D BY PHOTOGRAMME1RY
SPECIAL NOTES
IHE: FOI..LOWING NOTES ARE PR0\10ED TO GIVE: DIRECTIONS TO TIIE CONTRACTOR 8Y TIIE ENC/NEEi?
OF WORK. IHE CITY ENGINEERS SIGNA 1URE ON TIIE:SE: Pt.ANS DOES NOT CONST/TI/TE: APPROVAL OF
ANY OF' Tl/ESE NOrES ANO THE: CITY ll!LL NOT BC RESPONSIBLE FOR THf/R ENFORCEMfNT.
I. THE LOCA nON OF EXISTING UT/UT/ES ARE 8ASEO ON AVAH..A8/..£ RECORD INFORMA nON. CONTRACTOR
SHALL V£RIFY IHE LOCATION ANO EI.EVATION OF ALL EXISIING FACIU71ES (A80V£GROUND AND
UNDERGROUND) IIITHIN Tl-IE: PR0£CT SITE. THIS WORK SHALL 8E PERFORMED sumCIENTl. y AHU.O
Of CONSTRUCTION TO PERMIT CITY APPROVAL R£\,1S/ONS TO THE CONSTRUCnON PLANS IF ACTIIAL
LOCA IION5 ARE: FOUND TO 8E IN CONFIJCT f!ITH TIIE PROPOSED WORK. CONTRACTOR SHALL 1/0nFY
ENGINEER OF' WORK OF ANY CONFI.ICTS OR ANY OT/-IER UT/UT/ES ENCOUNrER[D PRIOR TO PROCEEDING
'MTH CONSTRUCTION.
2. CONTRACTOR SHAI.L TAKE: PRECA/JnONARY MEASURES TO PROrECT THE: UTIUTY UNE5 SHO'Ml AND
ANY OTHER UNE:S NOT OF RECORD DR NOT SHO'Ml ON THE:SE Pt.ANS. ANY PAV£MENT DR OTI/Eff
EXISTING SURFACE IMPROV£MENTS DAMAGED 8Y CONTRACTOR SHALL BE REPI.ACEO AS REQUIRED BY
TIIE CITY OF CARLSBAD ENC/NfER/NG DEPARTMENT.
J. SAFFTY PRECAUTIONS ANO AOEQUA TE 8ARRICADING TO 8E IN F'DRCf BY TIIE: CONTRACTOR AT ALL
nMES. Nf/TIIER THE OWNER NOR THE ENGINEER OF' lltlRK IIILL ENFORCE: SAITTY MU.SURES DR
REGU/..A. TIONS. TIIE CONTRACTOR SHALL DESIGN, CONS1RUCT. ANO MNNTA/N ALL SAFFTY DEWCES,
INCI..UOING SHORING, AND SHALL BE SOI..El Y RESPONSIBLE FOIi CONFORMING TO ALL LOCAi.. STA rE
ANO ITOf:RAL SAff.TY ANO HEALTH STANOAROS. LAll'S AND REGULAIIONS.
4. ALL l£NGTHS AND DISTANCES FOR IMPROVEMENTS SHO'Ml ON Tl/ESE PLANS ARE MfASURED IN A
HORIZONTAL PLANE.
5. IHE: DISPOSAL OF' ANY A58ESTOS CEMENT PIPE SHALL BC IN COMPUANCE 'MTH ALL CURRENT LOCAL,
STA TE AND FFDERAL REGULATIONS.
6. THE: WORK TO BC DONE SECTION ON Tl/IS SHEET USTS THE: STANDARD SPECIFICATIONS ANO ORA,IINGS
USED OUR/NG THE IMPROVEMENT Pt.AN/ GRADING Pt.AN DESIGN. THESE Pt.ANS HAVE' BEEN PREPARED
IN ACCORDANCE MTH THE CURRENT EDITIONS OF THE STANDARD SPfC/FlCA TION5 AND ORA,11NG5 IN
fFFECT ON THE: DA TE: OF THE: SICNA TI/RE 8Y THE ENGINEER OF WORK.
1. LOTS 18/J, 182 ANO l8J VS£ ()TY (F CARLSBAD TYPE /I RE/A/NIN(; WAIL LOT 185 VSES RfCKl'IAL STANDARD
WA££ T'r1'£ C-f.
AIR OUAWY NOTES
I. All GRAO/NG SHAil 8£ OON£ IN CONPIJANC£ 11/711 SOAPCI) ANO CARS
STANOAROS ANO 1/EOl)fREl,([NTS ANO 0//ST CONTRa. STANDARDS IN llllE 2-1
(F THE CAUFORNIA AO/,/IN/STRA l/ON C(J(J£.
2. WA 1ERING (F THE GRAO/N(; SlrE SHAil TAKE Pf.AC£ EJEF(Y?[ ANO 0/JRIN(; GRAO/Nf;
ll"Di'A TIONS Tr} MINIAIIZE 0/JST fEIERA llON. A WA TUI TRUCK SHAil 8£ R[l)IJIREJ)
Tr} 8£ ON Sllc AT All TIMcS Tr} THE SATISFACTION (F THE CITY EJVG/NEEJ?.
WORK TO BE DONE:
THE GRADING WORK SHALL CONSIST Of THE: CONSTRUCTION Of ALL CU TS ANO RLLS,
DRAINAGE F'AC1UTIES, f:ROSION CONTROi. FAC/U71ES, AND Pt.ANIING OF PERMANfNT
LANDSCAPING ANO PREPARATION OF AS-8UIL T GRADING Pt.ANS, ALL AS SHOWN OR
RfQUIREO ON THIS SET OF PLANS ANO Tl/£ CITY STANDARDS. SPEC/FICA IIONS,
REQUIREMENTS, RE:SOI..UTION5 ANO ORDINANCE:5 ClrED ON THESE PLANS.
TIIE GRADING WORK SHALL BE PERFORMfO IN ACCORDANCE 111TH TIIE FOI..LOWING
OOCUMENT5, CURRENT AT THE nME: OF CONSTRUCllON, AS 0/RECrEO BY THE CITY
ENG/NITR.
I. CARLS8AO MUNICIPAL COO£
2. CITY OF' CARLSBAD STANOAROS
J. THIS SET OF' Pt.ANS
.f.. RESOI..UTION NO. 5461 ANO 5464 DA rED SEPTEMBER 17, 2003.
S. THE STANDARD SPECIF/CATIONS F'OR PU81.JC WORKS CONSTRUCTION (GRffN /JOOK)
6. SOILS REPORT ANO RECOMMENOA nON5 8Y PACIFIC SOILS DA T£0 10/17 /97 AND ADDENDUM DA rEO 08/01/01.
7. TIIE SAN DIEGO ARU. RfGIONAL STANDARD DRAWINGS ANO AS MAY 8E MOO/FlfO BY THE
CITY OF CARLSBAD STANDARDS.
LEGEND
[Em
(180)
PJ
! PE 694.5!
! FF 695.2!
! GFF 694.5!
@£>
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.
Pt.AN NUMBfR (R=REVERSE)
LOT NUM8f:R
PAO fl.£VA IION
FINIS/I FlOOff El.EVA TION
GARAGE FlOOR El£VATION
BACKFlOW PREVENTER REQUIRED
NR CONDITIONING PADS
SWALE (1~ MIN.)
SWALE HIGH POINT 111TH now
LINE QEVA noN
CURB INLET
STORM DRAIN PIPE
STORM DRAIN 80X (Cl.CAN OUT
OR TrPE 'F" INLE:/J
STREET LIGHT
FIRE HYDRANT
WA rER LA rERAL
WArER MNN
SEI\ER LA TfRAL
SEI\ER MAIN
. TOP /TO£ SI.OPE:
SUBDIVISON BOUNDARY
FINISH GROUND CONTOURS (PEff
GRADING Pt.ANS)
DAYUGHT UNE
RETAINING WALL T'IPE PER Pt.AN
( SEPARATE PERMIT REQUIRE!))
5'-o• HIGH WOOO FENCE:
s·-o· HIGH WOOD CA TE
s·-o· HIGH TUBULAR SrEEL /TNCE
6'-7' MASONRY PILASTERS
S'-6' MASONRY WALL
S' WROUGHT IRON FENCE: 111111
JxJ POST AND OECORA nvr CAP
S' ENHANCED WOOD FENCE:
WOOD FENCE AT RETAINING WALL
ORIVfWA)"
. . STE:P TO GARAGE
GAS SERI-ICE
1/J NO 81.ASllNG SHALL flE PERFORMEO UNnL A VAUD BLASTING PERMIT HAS 8EEN
08TNNEO FROM THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BUSTING
PERMIT 11£1.L IN ADVANCE: OF' TIIE SCHEDUUNG OF 8LASTING OPf:RA nONS.
#cSS/~---METHOOS FRO/./ INFORMATION GAT/-IERED ON MAY 1'. 1998
1 f ,!/_ .') ,1/ / s,~t ~ ___ BY SAN-LO AERIAL SURVEYS ANO FROM MASS GRADING CONTOURS
SIGNED: C>.V<..4l~::><...:c.=...!'-'=-='(.!/'(.._"-"='-------OATE: s-,1-of ~ -. 9(~f. tER OWG. NO. 400-BA.
8. Tl-IE CARLSBAD MUNICIPAL WA rER 0/STRICT'S STANDARDS ANO SPECIF/CA noNS
FOR WA rER, SEl!f:R AND REa.AIMED WATER.
R.ECTRICAL TRANSFORM& (SDGE J421)
ABOVE: GROUND
19. IF ANY ARCHAEOI..XICAL RESOURCES ARE DISCOV£REO 'MIHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OPERA IION5 ll!LL CEASE IMMEO/A 7E1. Y. ANO TIIE
WILLIAM DA VIO OLSON -~ €1. 8U ~\'& rOPOGRAPHY SHOWN HfREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS.
1£ , /r . , -'=1 ~.t. '" R.C.E. NO.: .c,;,45'""28"'-J UCENSf EXPIRATION DATE: _ ___!!09=JO= .. .,... -...p,:ll'" )f BASIS OF BEARING
9. THE CAUFOR/1/A DEPARTMENT OF TRANSPORTA nON, "MANUAL OF TRAFFIC CONTROI..S FOR
CONSTRUCTION ANO MAINTENANCE WORK ZONES". IT] . . _ . _ . . . ................ RECTRICAL HANOHOLE (SOGE JJ12)
BELOW GROUND
10. THE CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPEC/FICA nONS
DOC/JMEN T NO. 769692. QUANTITY UNIT 0 . . . . . . . . . . . . . . . . . . . . . . . . . ElECTRICAL/CABI.L/PHON! RISERS PERMITlE! IIILL NOIIFY TIIE CITY ENGINEER. OPEffAIIONS IIILL NOT RESTART
UNTIi. THE PERM/Tlff HAS R£CEJVEO WRITTEN AUTHORITY FROM Tl-IE CITY
ENGINEER TO 00 SO.
20. ALL OPERATIONS CONOUCTEO ON THE: SITE DR ADJACENT THERETO, INCI..UO/NG
WARMING UP, REPAIR, ARRIVAi. 0£PARTURE DR OPERA nON OF' TRUCKS,
™TIIM0\1NG EQUIPMENT, CONSTRUCTION EQUIPI.IENT ANO ANY OTHER ASSOC/A TfD
~~~ OWNER'S CERT1FICA TE: e of: c~1.1~ t:l~ rnr eAs1s OF BEARING FOR rn1s SURVEY 1s rnr cAUFORIIIA cOORDINA TE: 11. THE CAUFORNIA OfPAR1MENT OF T/IANSPORTAnON STANOARO Pt.AN,
DOCUMENr NO. 769691.
14 EA .., . . . . FIBER RO/..L5
t G{?.ADING EQUIPMENT SHALL flE UM/TEO TO IHE PERIOD 8E7llUN 7: 00 A.M. ANO
SUNSET !Act/ DAY. MONDAY THRU FRIDAY ANO NO ™THMOVING OR GRADING
OPERATIONS SHALL BE CONOUCrEO ON OCEKEN05 OR HOUDAYS. (A LIST OF CITY
HOI.JDAYS 15 AVAH..ABI.L AT TIIE ENGINEERING 0£PARTMENT COUNT£R.)
21. All W-Ql( HAUf. ROUT[$ /"rrL BE SUBl.ll[[[D 8Y 711£ CONTRACTOR TQ THE CITY ENGINEER FOR APPROVAL rwoJ FUI.L WORKING DA rs PRIOR ro BfC/NNING Of IMJRK.
22. IMPORT MA rERIAL SHAll 8t: OBTAINED FROM, ANO WASTE MATERIAL SHALL BC
DEPOSlrEO AT, A 5/TE APPROVED BY TIIE CITY ENGINEER. THE CONTRACTOR
SHALi. 8( RESPONS/BLC FOR ANY OE8R/S OR DAMAGE OCCURRING AWN/; TH( HAUi.
ROUrES OR ADJACENT STREETS AS A RESULT OF' IHE GRADING OPERATION.
2J. BRUSH SHALL BC REMOVED ONLY I\ITHIN THE AREA TO BE GRADED. NO TREE:5 ARE
TO flE REMOVED UNLESS SPE:C/FICALL Y NOrEO ON THE Pt.AN.
24. All ARU.S SHALL BC GRADED TO DRAIN. GRADING RESUL IING IN T1i£ PONDING OF
WAIDl IS NOT PERMITrEO.ALL EARTHEN SWALES AND DITCHES SHALL HAVE 1:f MIN. SI.OP!
2$. T/-IE:SE Pt.ANS ARE SU8JECT TO A SICNEO AND APPROV£D SET OF f:ROSION
CONTROL Pt.ANS. f:ROSION CONTROi. SHALL 8E AS SHOWN ANO AS APPROVED BY
THE CITY [NC/NEER DR AS 0/RECrED BY THE PROJECT INSPECTOR.
2& ALL SI.OPES SHALL BC TRIMMED TO A FINISH GRADE TO PROOUC£ A UNIFORM
SURFACE ANO CROSS SECTION. IHE: SITE: SHALL BE LEFT IN A N[A T ANO
OROERf. Y CONOITION. ALL STONES. ROOTS DR OTHfR DE8Rl5 SHALL BE R[l.l0V£D
ANO DISPOSED OF AT A SITE APPROV£0 OF 8Y TIIE CITY ENGINEER.
27. ALL SI.OPES SHALL 8E /RR/GA TEO, STABH.JZED, Pt.ANTED AND/DR HYOROSW)EO
11171-1/N rEN (10) DA rs OF THE nME 'MIEN U.CH 51.0PE 15 BROUGHT TO GRADE
AS 51/0YrN ON THE APPROV£0 GRADING Pf.ANS.
28, LANDSCAPING SHALL flE ACCOMPUSHEO ON ALL SI.OPES ANO PADS AS REQUIRED
BY THE CITY Of CARLSBAD LANDSCAPE MANUAi. THE: LANOSCAPING Pt.ANS FOR
THIS PROJECT, ORAIIING NO. J77-JL, AND/OR AS OIR£CrEO BY THE CITY
ENGINE& OR Pt.ANNING DIRECTOR.
CONTRACTOR'S NOTE
I (~) H£R£8V C£RT/F',' 711A T A REC/STV/£0 SOILS [NC/NEER OR CEOI..OCIST I/AS fJITN OR ilfil:-11f
RE:TAINEO TO SUPf:R\1SE: OVER-ALL GRADING ACT/vlTY AND AD\1SE: ON THE COMPACTION ANO
STABIUTY 'IF Tl/IS SITE.
-
1NAME: r
'OWNER/DEVELOPER
'.kll.'1'11&41~
nn.E.
NOTE::
NAME:
ADDRESS:
PHONE:
GREYSTONE HOMES
1525 FARADAY AVENUE, SUITE JOO
CARLSBAD, CA. 92008
(760) 918-7765
THE CONS1RUCTION OF' UNDERGROUND F'ACIUIIES SHALL NOT 8£G/N UNTIL A LEm:R
HAS BEEN SUBMITrED TO /HE CITY ENGINEER FROM 711£ SOILS ENGINEER STA TING
'fliE SEffi[/./[NT FRO/./ ROUGH GRADING 15 COMPLETE.
BRESSI RANCH REFERENCE DRAWINGS
SEE DRA IIING NO. 400-8 FOR BRESSI RANCH RES/OENTIAL STREET IMPROVEMENT PLANS.
SEE DRA 'MNG NO. 400-8A FOR MASS GRADING AND EROSION CON 1ROI.. PLANS.
SEE ORA 'MNG NO. 40D-8C FOR BRESSI RANCH RES/OCNTIAL STORM DRAIN PL.ANS.
SEE DRA'MNG NO. 41J-8 FOR BR£SSI RANCH RESIDENTIAL IMPROVEMENT PLANS.
SEE DRA'MNG NO. 41J-8A FOR BRESSI RANCH RESIDENTIAL GRADING PL.ANS.
UNAUTI-IORIZED CHANGES & USES: The engineer ?reparing
these plans will not be responsible for, or lioblai for, unauthorized
changes to or uses of these plans. All changes to the plans Musi be
in writing and must be approved by the preparer of these plane.
California Council
of Clvl Engineer•
NPORTANT NOTIC■
Section 421B/4217 of tho Government
Code require, th<1t a Dig Alert ldentifteation
Number be issued beforo a
&: Land S\lrveyon
Construction contractor agrees that in occordonce with gener~lly accep~ed constn.1ctioii
practice:,. construction controct()( will De required li> assume sole and complete responsibiFly for California Council
job sits conditions during tha courst ot construction of tt,s project. Including safety of all ;>ersons • •
cmd properly. thcit this requirement shall bt made to apply cont:nuously and not be limited to Of Civl Engineers
normol working hour:,, and construction cortroctor further m1rees to defend, indemnify and hoid & Land Si..-veyors
city of Sort Diego harmless from any and all liability, real or alleged. ir, connection witrt the
performance of work on this project, excepttng 11abllity arising from the sole negligerca of cily of
Son Diego professional.
"Parma lo Excavot,• will be void. ror your Dig Alert 1.0. Number CoU
Underground Service Alert
TOLL FRI!■ 1-100•421-4111
Two working days before yo LI di!I
SYSTEM, NAO BJ, ZONE 5 AND WAS ESTA8USHED 8ETWEEN STATION NO.
'l-2(J(J2 PCR R.O.S. 14023 AND STATION NO. SDGPS-41 ESTAlJUSHfD SY
71/E COUNTY OF SAN DIEGO PER SAN 0/EGO COUNTY HORIZONTAL CONTROi.
BOOK, ,.E., N88'54'os·w.
THE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID
DISTANCE ~ GROUND DISTANCE X COMBINEO SCALE F'ACTOR. ALL MEASURED
DISTANCES SHOWN H[REON ARE GROUND DISTANCES. TIIE MAPPING ANGLE
AT STATION V-2002 IS -0"J2'51.881'
QUOTED BEARINGS FROM REFERENCE MAPS/DEE05 MAY DR MAY NOT BE IN
rERMS OF' SA//J SYSTEM.
LEGAL DESCRIPTTON
LOT 8 Of CARI.SBAD TRACT CT 00-06 IN THE CITY Of CARLSBAD, COUNTY Of
SAN DIEGO, STA TE OF CAUFORNIA ACCORDING TO 71/E MAP THEREOF NO.
14600, FILEO IN THE OFr/Cl OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY ON MAY 29, 2003, ANO Tl-IE R[/./A/NDf:R LOT OF CARLS8AO TRACT NO.
02-14 UNIT NO. JIN THE CITY Of CARLSBAD, COUNTY Of SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP 'fliEREOF NO. ,4774, F/1.£0 IN THE DmCE
OF TH£ COUNTY RECORDER OF SAN DIEGO COUNTY ON APRIL 29, 2004. THIS
PLAN SfT INCLUDES ONLY LOTS 180 TO 19J.
PROJECT LOCA TlON
12. 11/E STORM WArER POLLUTION PREV£NTION Pt.AN (SWPPP) PREPARfD BY
PDC DA rED APRR. 2004.
EAR71-IWORK OUANTTT1ES
CUT: 700 CY . . . . . . . . . . ' ...
FILL:. __ ..... __ .. __ .. pCY
IMPORT: . . . . . . . . . O CY
EXPORT: 700 CY ...........
R[/./EDIAI.: 0 CY . ' ' ........ .
NOT£:: THE A80,£ QUANTITIES ARE F'OR
BONDING PURPOSES OHL Y AND SHOULD
NOT BE USED FOi? FINAL PAY QUANTITIES.
These As-&;lt P,ac;s.Graong Plans only rap,...-.r tf,e
as-built coOOiiiot9 for pad e11vation1 (letter
dated 4/2.t _ 04' I fin;e~ flOQI
ole.,,,fion CTetta, dated II Jl/o4 __!
and dra~Q• ~ swalt locatiOfll {letter
dated &IJ:£0:> I, b9S--<l a,,
survey field shots taker: st the oomplet'iofl Qi aac.'ti d V-,es,
construction stages. They do not rep,esent the as-built
condttion1 for any oth11 iterrit ihown on theM p!11r1s on
private property (Ol!.ide c:A the public r•ght-of•wa)')
PRIVATE CONTRACT
2,000 If . . . . J' P\.e YARD ORAIN
51 EA 0 · · · GRATE INLETS, 4• NOS A TRIIJM DRAIN
DR APPROV£D EQUAL
14 EA -H , , , SIOEWAI.K UNOf:RORNN PER 0-27
750
.zo
EA · GRA 'IU OR SANO 8AGS
EA ,,,, __ . ' . . . . . . . ' . . . . . . . . . ' .
NOTE: ALL STANDARD DRA'MNG NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD
DRA'MNGS UNLESS O1HERW1SE INDICATED •
PLANNING DEPARTMENT APPROVAL , "AS BUil T"
)MyJ,,.r %'~~ DA TE: -:f /=,, let ~ . c~v' ✓
(SIGNED) _./_Fe~ ___ ,;,--_....-<~ ___ ...;;:. ~• .2.>--oQ
J. HOLZMILLER, PLANNING DIRECTOR DA TE
~ ,/jt_ J... . /_ / RCE 4/,/~ EXP 1t-J1-0S, ~ DATE:fr/pf I' · (SIGNED)~::::,,___ ~ REVIEWED BY:
RECOMMENDED BY:~ Wi~n ~1;;9 ~ oslttj,«tl
(PRINT NAME) INSPECTOR AT&:
THIS PROJECT IS LOCA TEO 'M'f/i/N ASSESSORS PARCQ NUMBfR(S) 2/J-,22-01
'f/i£ CAUFORN/A COORDINATE: INDEX OF' 'f/i/5 PROJECT IS: 1990-6252 l----lf----+------------+--4---1---1----11 Sl1~ET
I
CITY OF CARLSBAD ISHE,ETSI
;::=:=..=:=::::E::N::Gl::;:NE::E::R::IN:::G::::D:::E::P::::AR:::Thl:::::EN:::T:::::=~==:!
PR.OJECTDF.SIGN CONSULTANTS
Pr.N.NINo • ~ • .llNolNBmtJNO • SURVBY /OPS
~-~1 70 I ll S!reet, Suite 800, San Diego, CA 92 IO I
619-235-6471 FAX 619-234-0349
BENCH MARK
DESCRIPTION: 8RAS5 1)/51( IN CONCRETE: IN A STANDARD SURVEY llflL ON
GEN TfRLINE Of a CAMINO REAL
LOCATION: COUNTY Of SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC
aEVA TION: 31'.407 M-5.l. DA /UM: N.G. V.D. 29
PRECISE GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 8
PHASE 1 (LOTS 180 TO 19J)
l---+---+--------------l---l---1---1----11 APPROVED: LLO'l'O HU~Jf
i.11"'"6 PIX "A~-7¥1/1...t" ~~ ~QB
EXPIRES 12-3.1-0~ I
rl~(frt
PROJECT NO.
CT 02-14 ( 3)
DRAWING NO, • 41J'--81}
DA TE INITIAL DATE INITIAL DA TE INITIAL g~D BJ~: j¼F
:NGINEER ~ WORK REVISION DESCRIPTION olliER APPROVAi aTY APPROVAL RVWD BY: ~rli"'"
''AS-~ILT'' . '
ti ....•. [' . '
'
•
J • ' I
4 , ,
'
j
t,~ I .. ,
i '
• ,~ t "if I
-l l I
' ' i
-------------------.,..__,,.----_,,,------------------------------=TE=M:-:P:-:ORARY-=-::--:::-:-=ER:-:OSIO~N:-:-CONTR-:-:-:-=-:OL~-----=TE=-M=Po::RAR:-=-r:-.:ER=OSIO===N:-:CO:-:::NTR==OL:-------,
-I -
7
--· ·-----·
__ I
'
KEY MAP LEGEND KEY MAP
PROJECT BOUNDARY
LOT LINE SCALt: ,• :100' [ = =~ SHEET NO.
!80 LOT NUMBER
WJNTENANCE/STORAG! NOT£:
CONTRACTOR TO PROWJ£ /rlAJN7£NANC£/ STORAGE
ANO w«:RETC lt'ASHOI/T AREA PlAN TO fli£ Cl Tr
(T CARt.SBAQ PRIOR TO START (F CONSTRIJCllON.
F.F.
PAD
WOODEN FENCE HEIGHT
VARIES 0-6' IF NEEOED
5/0fYARD FENCE
PAO
MINO/STANCE
TO FACE OF WALL
I
I \
',
\
/
'
' ' '
. . ' \
\
N
GARAGE
ARCH/Tf:CTURAL
POPOUT (VARIES)
PROPER TY LINE
1YPICAL POPOUT DETAIL
NOT TO SCALE
FfNCE DETAIL
PER LANDSCAPE
PU.NS
J' MIN.
SIDEY ARD DETAIL
NOT TO SCALE
MIN. 1 :r SWALE
ALLEY
~--60'---
GARAGE!
__ J \
l 1;3
REr. WAll
ALLEY
SI.OPE VARIES. MA 7CH
ALLEY Cl?OSS-Sl.OPE
(2:f MIN.)
25:f LOT Wl011i'_l.,,..-
COMBINEO (5' MIN.) l A EA DRAIN l
25X LOT WIO 111
COMBINEO (5' MIN.)
MODIFIED ROLLED CURB
NO SCALE
NOT£: Sff SDRSD G-4 FOR A/)/)/7/0NAL
NOTf:S AND DETAILS.
R/W
20'
10'
2' 8'
10'
8'
R/W
2'
( ~
SIDEWA
CURB ct GUTTf:R -STREET SLOPE
PLANNING AREA 8
TYPICAL LOT DRAINAGE AND EROSION CONTROL, N. T.S.
STRUCTURAL SECnON TO BE OETf:RM/NEl)
BY SOILS [NG/NE[R (MIN. SECTION 4• AC
OVER 6• AB) SEE STRffT NOTE NO. I
DEEPVIEO FOO TING IF NfEDEO ~N~N/,ti~ \ MOD/FIEO ROI.LfD CURB
SEE DETAIL 11/IS SHEfT
I
~ I 11:
~MODI LED CURB
Sff
FIED RQ
DETAIL 11//S SHEET
60'
5' M/N.
1-D16.JJ 1171 5' MIN.
16.JJ' NOTf: DEEPENED FOOITNG SHAU EXTEND I' MINIMUM
BELOW LOl'IEST ADJACENT FLOv.f.lNE ELEVA noN
DETAIL 'A'
NO SCALE
R/W R/W
'
'
I
\_
' '. ' ''
I
UNDERCUT PER
SOILS fNG/NEER'S
RECOMM[NDA TION
.
I I
--' I, 6.
PROPOSED PUBLIC ALLEY
TIP/CAL SECnON NO SCALt
I
TYP. ' t
25X LOT WIDTH -(5' MIN) 1;] -1 ~ 2
F.F.
FORMED SURFACE:
/T:100.0
., ·, ·• , '' IL-, ,·' ;,: ', i> 9• MIN. / ORIGRGIN,_A
0
L,.
.... -A 11 c ,._---;-;,.~~------
EXTRA DEPTH FOOTING
NO SCALE
SWALE"
J' MIN. I 2' J, 5' MIN.
SECTION A·A
NO SCALt
r-PROPERTY LINE
5' ,F-----------------1
MIN
SECTION B·B
NO SCALE
FINISH
GRADE
GARAGE
LOT
NUMB[R
180
181
182
18J
184
185
186
187
188
5' 1,//~.7 16.JJ' 189
I
' 190
191
192
19J
PLANTING AND IRRIGATION NOTES: PLANT1NQ AND IRRIGATION NOTES: (OCIITJ
All PERMANF:NT ANO TEMPORARY EROSION CONTROi. Pl.ANTING ANO
IRRIGATION SHALL BE INSTALLED ANO MAINTAINEO AS REWIRED IN
SECTION 212 OF 11/E STANDARD SPECIF/CATIONS AND 11/E FOi.LOWiNG:
A. H'rVROSEEO/NG SHALL BE APPUfO TO:
1. ALL SLOPES Tl/AT AR€ GRADED 6: 1 (HORIZONTAL 10 vf:RTICAL)
OR STITPER 'MlfN THEY ARE:
a. 11/RfE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC
WALL OR STRffr.
b. AU SLOPES 4 FfET OR MORE IN HEIGHr.
2. AREAS GRADED R.A TTf/1 THAN 6: 1 'MlfN ANY OF 11/E
FOLLOWING C0/10/TIONS EX/Sr: a. NOT SCHEDULED FOR IMPROV[I.IENTS(CONSTRUCTION OR
GENERAL LANDSCAPING) ','/111//N 60 DA l'S OF ROUGH
GRAO/NG
b. IDENTIF/EO BY 11/E PARKS ANO RF:CREAnON 0/l?ECTOR AS
HIGHLY "1Sl8t£ 70 11/E PUBUC.
a. HAl,f ANY SPECIAL CONO/TION IDENTIFIED BY THE CITY
ENG/NffR THAT WARRANTS IMMEDIATE TREATMENr.
8. H'rVROSEEDED AREAS SHALL BE IRRIGA Tf:D IN ACCORDANCE 'M11/
11/E FOI.LO'MNG CRITERIA:
I. ALL SLOPES THAT ARE GRADED 6: 1 OR STIT:PER ANO 11/A T AFIE:
a. 111/?fE TO EIGHT FEET IN HEIGHT SHAU BE /Rl?IGATcD BY HANO
WATERING FFIOIJ QUICK COUPLERS/HOS< BIBS OR A CONVENnONAL
SYSlfM OF LOW PRE"CIPITA nON SPRINl<I.ER HEADS PR0\10/NG
100:f COIERAG£
b. GREATER 11/AN 8 FfET IN HEIGIIT SI/All BE WA T£REO BY A
CONVENTIONAL SYSTfJI OF LOW PRECIPITATION SPRINKLER HEADS
PR0\1D/NG 100:f COvfl?AGE.
2. AREAS SLOPED LESS '/HAN 6: I SHALL BE /RR/GA 7£0 AS APPROvf:D
CITY ENGINEER, PR/OR TO H'rVROSEEOING. THE DEITTOPER SHAU
SUBMIT A PROPOSED SCHEME TO PR0"1DE /RR/GA TION 10 THE CITY
[NG/NITR. '/H[ PROPOSAL SI/All BE SPECIFIC FIEGARDING THE NUMBERS,
TYPES &-COSTS OF 11/E filMfNTS OF THE PROPOSED SYST£M.
J. IRRIGATION SI/All MAINTAIN THE MOISTURE" LEITT OF 11/t SOIL AT 11/t
OPT/MUii LEID. FOR THE GROW11/ Of THE HYVROSEEDEO GROWTH.
C. HYVROSEEOING MIX SI/All CONSIST OF All OF 11/E FOCLOWING:
1. SEED MIX SHAU CONSIST OF NO LESS '/HAN:
a. 20 lbs. PER ACR€ OF ROSt a.OVER
b. 20 lbs. PER ACRE OF ZOR/?O FfSCUE
c. J lbs. PER ACHE OF t SCHOOL CIA CAUFORNIA
d. 4 lbs. P[R ACRE OF ACHILI.EA MILLEFOI./A
e. J lbs. PER ACHE OF AL YSSUII (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIMORPHOI.ECA
g. ITfJIS c,d,o. ANO f OF '/HIS SUBSECTION MAY 8£ DMITTW ON
LOCATIONS 'MIERE 11/E ARE"A BEING HYVROSEEDED IS NOT 11S/BLE
FROM fl'/HfR A PUBUC STRUT OR RE"S/DfNTIAI. STRUCTURf5.
h. /T[/1 a Of THIS SUBSECnON MUST BE INOCUlA T[D 'M11/ A NITROGF:N
FIXING 8ACT£RIA ANO APPUEO DRY BTHEJI BY ORIWNG OR
BROADCASTING BEFORE HYOROSEEDING.
l All SEED MA TERIAI.S SHAU BE TRANSPORTED TO 11/E JOB SITE IN
UNOPENED CONTAINERS 'M11/ 11/E CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PR/NT[O ON
SAID CONTAINERS. J NON-PHYTO-TOXIC l'EmNG AGENTS MAY BE ADDED TO 11/E
HYVROSEEO SLURRY AT 11/E DISCRETION OF 11/E CONTRACTOR.
LOT SUMMARY
2. fl1'€ 1 MULCH APPLIED AT THE RA TE OF NO l£SS THAN 2000 /bl PER
ACRE.TYPE 6 MUI.CH (STRAitJ MAY BE SUBSnTUTf:D, ALL OR PARr, FOR
HYORAUUCAll Y APPUEO FIB£R MA 7fJI/Al. 'MIEN STRAW IS USED IT MUST
BC ANCHORED 10 11/E SLOPE BY MECHANICALLY PUNCHING NO LESS
11/AN 50:f OF THE SIRAW INTO THE SOI!.
J. FERTILIZER CONSISTING OF AMMON/VII PHOSPHATE SUlFA'Tl:, 16-20-0,
'MTH 15:f SUlIUR APPUU) AT THE RA TE OF 500 lb .. PEJI ACRE.
0. AREAS TO Bl HlVROSEWlO SHALL 8£ PRU'AREO PRIOR 10 HYVROSITQING Bl!
I. ROUGH[NING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WAU<ING SLOPES STEEP€/? THAN 6: I
b. HARROWING AREAS 6: 1 OR R.A TTf/1 11/AT ARE sumCtENTL Y FRIABIL
a. RIPPING AREAS '/HAT lllll NOT BREAK UP USING ITEMS a OR b ABOVE:
2. CONDITIONING THE SOILS 50 11/AT IT IS SUITABLE FOR Pl.ANTING Bl!
a. AO,,!JSTING THE SURFACE SOIL MOISTURE 10 P/?0"10£ A DAMP
BUT NOT SATURATED SEED 8£0 •
b. 11/E AOO/TION OF SOIL AMENOMENTS, PH ADJJSTMENr, LEACHING
OR COVERING SAUNE SOILS TO PR0"10f0 "1ABLE CONO/ TIONS
FOR GROW11/.
£ HYVROSEEOEO AREAS SI/All BE MAINTAINED TO PROv!DE A "1GOROIJS GRO'>ffll
UNT/l THE PROECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS 'MlfRE
HYVROSSEDING IS 11/E PERMANrNT LANDSCAPING, UNT/l THE PROECT IS
COMPLETED ANO ALL BONDS RaEASEO.
EROSION CONTROL NOTES:
I. IN CASE EMERGV/CY IIORK IS REQUIFIEO, CONTACT JIii URBINA AT (760) 11,-1112
(Cilll.lLAR) OR KRISTINE ZORTMAN OF LENNAR HOMES AT (760) 918-776,.
2. fQUIPM[NT ANO WORKf:RS FOR EMERGENCY WORK SHALL BC MAOC AVAILABLE AT
All TIMES DURING THE RAINY SEASON. All NECESSARY MATERIALS SHALL
BE STOCKPILED ON SITE AT CONVEN/fNT LOCATIONS TO FACIUT,U£ RAPID
CONSTRUCTION OF TEMPORARY OE\1CES MIEN RAIN IS IMMINENr.
.1 OE"1CES Sl/0~ ON PLANS SHAU NOT BC M0',£0 OR MODIFIED 'M THOU T THE
APPROVAL OF THE [NG/NEERING INSPECTOR.
4. THE CONTRACTOR SHALL RE"STORE All EROSION CONTROi. OE\1CES TO IIORK/NG
ORO[R TO THE SATISFACTION OF 11/E CITY [NG/NfEJI AFTER EACH RUN-Off
PRODUCING RAINFA!L
5. TH€ CONTRACTOR SHALL INSTALL AOO/TIONJIL EROSION CONTROC MEASURE"S AS
MAY BC REQUIRED BY THE CITY ENGINEER OUE TO UNCOMPLET£0 GRAD/NO
OPERATIONS OR UNFORESffN CIRCUMSTANCES Ml/CH MAY A/?15£. .
6. TH€ CONTRACTOR SI/All BE RESPONSIBL€ ANO SHAU TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBUC IRE"SPASS ONTO AREAS 'MlfRE IMPOUNDED
WA T£RS CREA TE A HAZARDOUS CONO/TION.
7. All EROSION CONTROC MEASUl?ES PR0\1DEO PEff THE APPROvf:O GRADING
PLAN SI/All BE /NCORPORA TED HERE"ON.
8. GRAOEO AREAS AROUND 11/E PRO.ECT PERIME7fJI MUST DRAIN A WAY F'R0/1 11/E
FACE: OF SLOPE AT 11/E CONa.USION Of EACH WORKING OA Y.
9. All RfMOVABLE PROT£Cnvc DfllCES S/10~ SI/All BE IN PLACE AT 11/E ENO
OF EACH WORKING DAY MIEN 111€ FIVE (5) DAY RAIN PROBABIUTY FORECAST
EXCEED FORTY P[RCENT (40:r). SILT ANO OTHER DEBRIS SHALL BC REMOvf:0
AFTfR EACH RA/Nf AIL
ASSESSOR SITE: Pl.AN BAcKnow FOUNDATION
10. ALL GRA ITT BAGS SHALL BC BURI.N' TYPE 'MTH J/4 INCH MIN/MUii AGGREGATE.
1'. SHOULD GERMINJITION OF HYOROSEEOED SLOPES FAIL TO PROVID€ [FF[CTIVE
COvf:RAGE OF GRADED SLOPES (90:f COVEIIAGE) PRIOR TO NOV[I.IBER 15, Tl/£
SI.OPES SHAU BE STABIUZEO BY PUNCHED STRAW INSTALLED IN ACCORDANCI
'MTH SECTION J5.02J OF THC EROSION ANO SEDIMENT CONTROi. HANDBOOK Of
THE DEPARTMENT OF CONSEl?VA TION, STA TE OF CAUFORNIA.
PARCEL I ADDRESS TYPE PREVENTOR
21J-150-15-00 2691 GAROENLANE WAY IAR \'fS
ZTJ-150-16-00 2695 GARD[Nl.AN[ WAY 2B res
21J-150-'7-00 2699 GARDENLANE WAY JC YfS
21J-150-18-00 270J GARO£NLANE WAY 2A NO
21J-150-19-00 2707 GARDENLANE WAY 38 \'fS
21J-150-20-00 271' GAROENLANE WAY 28 YfS
21J-150-21-00 271 S GARO£Nl.AN£ WAY JC \'fS
21J-150-22-00 2719 GAROENLANE WAY 1A NO
21J-150-2J-OO 2702 P£PPER7REE WAY 1C NO
21J-150-24-00 2698 P£PPE7REE WAY JAR NO
2IJ-150-25-00 2694 PEPP[R7REt WAY 28R \'fS
21J-150-26-00 2690 PEPPER7RE£ WAY 1CR \'fS
21J-150-27-00 2686 PEPPER7REE WAY JBR NO
21J-150-28-00 2682 PEPPER7REE WAY 2AR NO
CATE:GORY
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BU/WING
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HEIGHT ANO TIPE
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REPORT OF ROUGH ANO FINE GRAO/NG,MODa LOT COMPLEXES ANO PHASt 1 PRODUCTION LOTS •
PER LEIGHTON ANO ASSOC/A Tf:S. INC. DA Tf:0 APRIL 27, 2004. "AS BUILT"
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BENCH MARK
DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURl,fY mL ON
CENT£RUN€ OF a CAMINO REAL
LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA Tioii NO. R1800 288+89 EC
atVA TION: J/1.407 M.S.L. DA TUM: N.G. V.D. 29
PA-8 :7YPICAL LOT AND SE/BACK REQUIREMENTS
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PR.oJECTDESIGN CONSULTANTS
J'1ANNIM] • ENYDloNMBNrAL • ENalNm!RINo • SURVl!Y/OPS
701 B Siree~ Sttite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, R.C,E:. 42951 DAlE REGISTRATION DESIGNED PM
~ EXPIRES Ol-31-05 BY: REVIEl't AJ:A .;.ze.o~
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INSPEC~ i3ATE
1-----lf---+------------t--+---+---+----1 I SH2EET I CITY OF CARLSBAD ISHE5ETSI ENGINEERING DEPARTMENT ::===..:::::::===============~===:
DATE INITIAL
NGINEER ~ WORK REVISION DESCRIPTION
PRECISE GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 8
PHASE 1 (LOTS 180 TO 193)
DATE INlllAL DATE INlllAL g:4DBJ~: u
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LOCATION:COIJNTY Of SAN DIEGO BENCHMARK OESIGNAnON NO. R1800 288+89 EC
ELEVATION: 311.407 M.S.L. DATUM: N.G.V.D. 29
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PR.oJECTDF.SIGN CoNSVLTANfS
P1ANNINo • llNvDlaWBNTAL • llroNm!RJNo • SUIM!Y/GFS
701 B Street, Suite 800, San Diego, CA 92101
619-235-6471 FAX 619-234-0349
GREGORY t.t. SHIELDS, R.C.E. 42951 DA1£ REGISlRA TION DESIGNED PM
¾ EXPIRES Ol-Jl-05 BY: REVIEW:
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PRECISE GRADING & EROSION CONTROL PLANS FOR:
BRESSI RANCH PLANNING AREA 8
PHASE 1 (LOTS 180 TO 19J)
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619-235-6471 FAX 619-234-0349
GREGORY M. SHIELDS, R.C.E. 42951 DA1£ REGISlRA no~ DESIGNED PM
~ EXPIRES 03-31-05 BY: R£"1EI\!
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