HomeMy WebLinkAboutDWG 448-6A; PIP 06-11; BRESSI RANCH LOTS 17-18; 01-07GRADING AND EROSION 17-18
GRAD/Na NOTES
(IN ADDITION TO 1/-1£ R£QUIR£M£NTS OF CHAPTER 15. 16 IY' 1/-1£ CARLSBAD
MUNICIPAL COOE}
I. 1/-/IS Pl.AN SUP£RSEOES ALL OTHER PLANS PREVIOUSLY APPROV£0 BY 1/-1£
CITY CF CARI.SBAO REGARDING GRADING SHO'MI ON 1/-/IS SET OF PLANS.
2. APPROVAL OF m,s Pl.AN DOES NOT LESSEN OR WAI\£' ANY PORTION OF
1H£ CARLSBAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVA~
CITY STANDARDS OR OTHER ADDITIONAL DOCUMfNTS LIST£0 H£R£0N AS
mEY MA y PF:RTAIN TO m,s PRO.ECr. TH£ £NG/N££R IN R[SPONS/81.£
CHARGE SHAU REVIS£ m£S£ PLANS f'M£N NON-CONFORMANCE IS
[J/SCOVER£0.
l CITY APPROVAL OF Pl.ANS DOES NOT R£U£\£' 'll/£ D£\/£lOP£R OR
ENG/NITR-Of'-WORK FROM R£SPONSIBIUTY FOR TH£ CORRECTION OF ERRORS
AND OMISSIONS DISCOVER£0 DURINIJ CONSTRUCTION. All Pl.AN REVISIONS
SHAU 8£ PROMPn.Y SUBMITT£0 TO 1H£ CITY ENG/Nf£R FOR APPROVAi..
4. A RIGHT-OF-WAY PERMIT Fl?OI.I TH£ CITY ENG/NITR Will 8£ REQUIRE])
FOR ANY WORK IN 1H£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE,
A C£RTIFICA TE OF INSURANCE MUST B£ RLED NAMING 1H£ CITY OF
CARLSBAO AS AN ADDITIONAL INSURED ON 1/-1£ PERM/TT££•s POLICY IN 1/-1£
MINIMUM AMOUNT OF $1,000,000.00 FOR £ACH OCCURRENCE OF LIABILITY.
TH£ INSURANCE COMPANY WRITING 1H£ POL/CY MUST HA\£' A RATING OF •A•
AND A SIZE CA T£GORY Of CLASS V AS £STABUSHED BY •s£STS' KfY
RA TING GUIDE.
S. UNLESS £X£MPT£0 BY SECTION JOl.(b}S OF 'll/£ UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA T£
PERMITS FROM 'll/E BUILDING DEPARTMENT.
6. NO WORK SHAU 8£ COMMENCED UNTIi. All PERMITS HA VE BffN
OBTA/NfO FROM 'll/E CITY ANO OTHfR APPROPRIATE AGENCIES.
7. APPROVAL OF 'll/ESE PLANS BY 'll/E CITY ENG/NITR DOES NOT AU'll/0/?IZE
ANY WORK OR GRADING TO BE PERFORMED UNTIL 'll/E PROPERTY OWNER'S
PERMISSION HAS BffN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN
ISSUED.
8. NO R[VISIONS l\lll 8£ MAD£ TO 1H£SE PLANS WITHOUT TH£ WRITT£N
APPROVAL OF TH£ CITY fNG/NfER, NOT£0 ltlTHIN 'll/E REVISION BLOCK, ON
TH£ APPROPRIATE SH£ET Of 'll/E PLANS AND 1H£ TITLE SHITT.
9. ORIGINAL DRAWINGS SHAU BECOME 1/-1£ PROP£RTY OF 1H£ CITY UPON
BEING SIGNED BY 1/-1£ CITY fNG/NEER.
10. THE ORIGINAL DRAWING SHAU BE REVISED TO RfF/£CT AS-BUILT
CONDITIONS BY TH£ ENG/NITR-OF-WORK PRIOR TO RNAL ACCEPTANCE OF
1/-1£ WORK BY 'll/£ CITY.
11. ACCESS FOR RR£ AND OTHER £M£RG£NCY VEHICLES SHAU 8£
MAINTA/NfD TO TH£ PRO.ECT SIT£ AT All 11MES DURING CONSTRUCTION.
12. WHERE TRENCHES AR£ IIITHIN CITY £ASEMENTS, A SOILS R£PORT
COMPRISEO OF: (A) SUMMARY SHITT, (B) LABORATORY WORK SHITTS AND
(C) COMPACTION CURVES, SHAU BE SUBMITT£0 BY A PROFESSIONAL
fNG/NffR OF 1/-/E STATE OF CAUFORN/A, PRINCIPAUY DOING BUS/NfSS IN
THE RfLD OF APPL/fO SOILS MECHANICS. 1/-/E SOILS REPORT Will Bf
SUBMIT/FD TO THE CITY ENG/NfERING INSPECTOR W/1/-/IN TWO WORKING DA rS
OF TH£ COMPLETION OF RfLD T£STS.
ll A SOILS COMPACTION REPORT AND COMPUANCc VfR/RCATION REGARDING
ADHER£NCc TO RECOMMENDA 110NS OUTIJNED IN TH£ SOILS Rf PORT IS
R£QUIR£0 PRIOR TO TH£ ISSUANCE OF A BUILDING PERMIT. All CONTROLLED
GRADING SHAU 8E DONE UNDfR TH£ DIRECTION OF A PROFESSIONAL
fNGINITR OF TH£ Sf AT£ Or CALIFORNIA PR/NC/PAil Y DOING BUSINESS IN
THE REI.D Of APPU£0 SOILS MfCHANICS. All FILL OR FUTURE RU AREAS
SHAU B£ CONSTRUCT£0 IN ACCORDANCE 1111/-1 1/-/E CITY OF CARLSBAO
STANDARO SPECIRCATIONS AND THE "fARTHWORK SPECIFICATIONS• ATTACHfD
TO THE: PRfLIMINARY SOILS IN\£STIGATION. DAII.Y RfLD COMPACTION
RfPOR TS Will Bf SUBMI TT£0 TO 1/-/E PRO.ECT INSPfCTDR.
14. A PRECONSTRUCTTON MELTING SHAU BE HEI.D AT 1/-1£ SITE PRIOR TO
1/-/E Bf GINNING OF WORK AND SHALL Bf A TT£NDED BY All
R£PR£SfNTA TT\£S RfSPONSIBLE FOR CONSTRUC170N, INSPfC1lON,
SUPERWSION, T£S17NG ANO ALL OTHER ASPECTS OF THE WORK. 1/-/E
CONTRACTOR SHALL RfQUEST A PRfCONSTRUCTION t.lEfTING BY CAWNG 'lllf
INSPfCTION LINE AT (760) 438-3891 AT LfAST RVE (5) WORKING DA )'S
PRIOR TO STAR11NG CONSTRUCTION. TH£ CONTRACTOR WILL 'll/EN Bf
CONTACTED BY THE PROJECT INSPfCTOR TO COORDINATE A DAT£ AND 11ME
FOR THE PRfCONSTRUCTION Mff11NG. APPR0\£0 ORA WINGS MUST BE
AVAILABLE PRIOR TO SCH£DULJNG. 1H£ GRADING PERMIT WILL Bf PROV/OED
BY TH£ PROJECT INSPECTOR AT 'll/E MffTING.
IS. ALL /NSPfCTION REQUfSTS O'll/fR THAN FOR 1/-/E PRECONSTRUCTION
MffnNU tl!LL /J' MA()f 6Y (;AUJNU Tl'" £NG/NITRINU 24--HOUff INSPfCTION
!?[QUEST UN£ AT (760) 4311-3891. INSPECTION R[QU£ST MUST Bf RECE/VfD
PRIOR TO 2: 00 P.M., ON THE DAY BfFORf 'll/E INSPfCTION IS NffDED.
INSPfCTIONS IWLL 8E MADE THE NfXT WORK DAY UNLESS YOU RfQUfST
OTll£RWISE. RfQUfSTS MAO£ AFT£R 2: 00 P.M. WILL BE SCHfDUL£D FOR TWO
FUil WORK DA )'S LA TfR.
16. 1/-/E OWNER AND/OR APPUCANT THROUGH TH£ Df\/£lOPfR AND/OR
CONTRACTOR SHAU ()£SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DfvlCES.
INCLUDING SHORING, ANO SHALL Bf SOl.£L Y RESPONSIBLf FOR CONFORMING
TO All LOCAL, STAT£ ANO FfD£RAL SAFETY AND HEALTH STANDARDS. LAl!S
AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY
SUBMlmNG A DfTAIL PLAN TO THE CITY fNG/NffR AND/OR CONCERNfO
AGfNCY SHOWING Tl/£ DfSIGN OF SHORING, BRACING 51..0P/NG OR 01/-IER
PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 1/-1£ HAZARD OF
CAVING GROUND DURING 1/-1£ EXCAVATION OF SUCH TRfNCH OR TRfNCHfS
OR DURING 1/-/E PIPE INSTALLA 110N 1H£REIN. m,s PLAN MUST BE pR[p ARED
FOR All TRfNCH£S FIVE Ff£T (SJ OR MORE IN DEPTH AND APPROVfO BY
mE CITY fNGINITR AND/OR CONCERNED AGENCY PRIOR TO fXCAVA TION. IF
mE PLAN VARIES FROM TH£ SHORING SYST£M STANDARDS fSfABL/SHfO BY
TH£ CONSTRUCTION SAFETY ORDfRS. TITLE II CAUFORNIA AOM/NISTRA TTVE
CODE, mE Pl.AN SHALL BE PREPARED BY A R£G/ST£R£0 fNGINITR AT 1/-1£
CONTRACTOR'S EXPENSE. A COPY Of TH£ OSHA £XCAVA TION PfRMIT MUST
8E SUBMIT/FD TO THE INSPfCTOR PRIOR TO fXCA VA 110N.
18. NO BLASTING SHAU Bf PERFORMED UNTIL A VAL/0 BLASTING PfRMIT
HAS BfEN OBTA/NfD FROM TH£ CITY OF CARLSBAD. SUBMIT APPUCA TION
FOR 8LAS11NG PfRM/T llf!.L IN ADVANCE Of 'll/E SCHEOUUNG OF 8LAS11NG
OPfRA TIONS.
19. If ANY ARCHAEOLOGICAL RESOURCfS AR£ 0/SCO\>f:RED IW'll/lN ANY WORK
AR£A OUR/NG CONSTRUCTION, OPfRA TIONS IWLl. CEASE IMMED/A T£L Y, AND
THE PfRM/TT£E WILL NOTIF'f 'll/E CITY £NG/NEER. OPERATIONS Will NOT
RESTART UNTIi. 1/-/E P£RMITT£E HAS R£CEIV£0 WRITT£N AU'll/OR/TY FROM 'lllf
CITY fNGINEER TO 00 SO.
20. All OPERATIONS CONDUCT£0 ON 'll/E SIT£ OR ADJACfNT 'll/fR[TO,
INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURf OR OP£RA170N OF'
TRUCKS, fARTHMOVING EQUIPM£N1') CONSTRUC170N £QUJPM£NT ANO ANY
OTHER ASSOC/A T£0 GRADING EQUIPMENT SHALL BE UM/TEO TO TH£ PERIOD
8ETWEEN 7: 00 A.M. AND SUNSET £ACH DAY, MONDAY THROUGH FRIDAY AND
NO fAR1HMO'r1NG OR GRADING OP£RA TIONS SHALL BE CONDUCT£D ON
WfEKfNDS OR HOLIDAYS (A UST qF CITY HOLIDA )'S IS AVAILABLE AT 1H£
fNG/NffRING DfPAR™fNT COUNTER).
21. All OFT-SITE HAUL ROUTES !jHAll BE SUBMITTED BY 'll/E CONTRACTOR
TO THE CITY £NG/N£fR FOR APPROVAL TWO FULL WORKING DA rS PRIOR TO
BEGINNING OF WORK.
22. IMPORT MATERIAL SHAU BE OBTA/NfD FROM, AND WASTE MA7fRIAL
SHAU Bf DfPOSIT£D AT, A SITE APPROVEO BY 1/-/E CITY £NG/NEER. 1/-/E
CONTRACTOR SHALL BE R£SPONSIBLE FOR ANY DfBRIS OR DAMAGE
OCCURRING ALONG 1/-/E HAUL ROUT£S OR ADJACENT STRITTS AS A R£SULT
OF THE GRADING OPERA 110N.
2l BRUSH SHAU 8£ RfM0\£0 OfJL Y Wl'lll/N THE AR£A TO BE GRAD£0. NO
TRffS ARf TO BE RfMOVED UNLESS SPfCIRCALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL 8£ GRADfQ TO DRAIN. GRADING RESULTING IN THE
PONDING OF WA T£R IS NOT PfRMITT£D. All fARTH£N SWALES ANO DITCHES
SHAU HA VE A MINIMUM ONE PERCENT SLOPE.
25. THESE Pl.ANS ARf SUBJECT TO A SIGNED ANO N'PROVED S£T OF
EROSION CONTROL PLANS. £ROSIO/'I CONTROL SHAU Bf AS SHO'MI AND AS
APPROVED BY 7HE CITY ENG/NffR OR AS 0/RfCTED BY THE PRD.ECT
INSPECTOR.
26. ALL SLOPES SHAU BE TR/MMfJ) TO A RN/SH GRADE TO PRODUCE A
UNIFORM SURFACE AND CROSS SfCTION. 'll/E SIT£ SHAU BE LEFT IN A
NEAT ANO ORDfRLY CON[J/TION. All STONES, ROOTS OR 01H£R DEBRIS
SHAU 8£ REMOVfO AND [J/SPOSE() OF AT A SITE APPROVED OF BY 'lllf
Ci TY £NG/NITR.
27. All SLOPES SHAU BE /RR/GA. T£0, STABILIZED, PLANT£0 AND/OR
H'rVROSffDED WITHIN T£N (10) D~ YS OF TH£ TIME WHfN £ACH SLOPE IS
BROUGHT TO GRAD£ AS SHOWN ON TH£ APPROVED GRADING PLANS.
28. LANDSCAPING SHALL Bf ACCOMPLISHED ON ALL SLOPfS AND PADS AS
R£QU/R£0 BY THE CITY Of CARLS/3AD LANDSCAPf MANUAL, THE
LANDSCAPING PLANS FOR THIS Pt/0.JECT, DRAWING NO. L448-6A, AND/OR
AS DIRfC7fD BY 1/-/E CITY fNGINITR OR PLANNING DIRECTOR.
29. 1H£ OWNfR/APPUCANT SHALi, fNSURE 1/-/AT All CONTRACTORS SHAU
COORDINATE THE WORK OF THfSE: GRADING PLANS f'IITH THAT SHO'MI ON
BOTH 'll/E LANDSCAPf AND /RR/GA TION Pl.ANS AND 1/-1£ IMPROVfMENT PLANS
AS REQUIRfD FOR THIS rtVRK IN ACCORDANCE WITH THE LANDSCAPE: MANUAL
11Mf REQUIR£MfNTS.
JO. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE WITH A
MINIMUM 0-LOAD OF 1,350. FOR ('RIVA TE STORM DRAIN P/PfS, UP TO 15•
PVC MAY BE UTIL/ZfD PRDVIDEO DfPTH IS LESS 1/-/AN 15 FEET ANO
BACKRLLED W/1/-1 J/4• ROCK PER SDRSO S-4 TYPE 'C-AND PIPE MEETS
ASTM STANDARD 3034 FOR SOR JS SOLID WALL PIP£.
JI. WHfRE AN EXIS11NG P/Pf LI~ IS TO BE ABANDONED AS A RESULT OF
1/-/E GRADING OPERATION, IT SHA~L Bf RfMOVfD W/1/-1/N TWfNTY FfET OF
BUILDING OR STRffT AR£AS ANO REPLACED W/1/-1 PROP£RLY COMPACT£0
SOILS. IN OTHfR AREAS 'll/f PIPE: Will BE PLUGGED ltll/-1 CONCR£T£ OR
RfMOVfl) AS APPROVED BY 1/-1£ !,/TY fNG/NEEff.
32. 1/-1£ CONTRACTOR SHALL VfR/FY 1/-1£ LOCA170N OF All £XIS17NG
FACIUTIES (ABOVE GROUND AND 1/NDER GROUND) WITHIN TH£ PRO.ECT SIT£
sumc/£Nn.Y AH£AO OF GRADING TO PfRMIT m£ REVISION OF mE GRADING
PLANS If IT IS FOUND THAT 'll/E ACTUAL LOCATIONS ARE IN CONR.ICT WITH
TH£ PROPOSfO WORK.
33. 1/-1£ CONTRACTOR SHAU NOTIFY AFFECT£!) UTILITY COMPANIES (SEE
BEi.OW) AT LEAST TWO (2) FULL .WORKING DA )'S PRIOR TO STAR11NG
GRADING NEAR 1/-/EIR FACII.J1lfS AND SHALL COORDINATE 'll/E WORK WITH A
COMPANY RfPRfS£NTATT\/f.
UNDfRGROUND SfRV/Cf ALfRT (8i;/O) 422-4133
SDG&f (800} 660-7J4J
PAC/RC BfLL (800) 892-0123
17ME WARNfR COMMUNICATIONS (760} 438-7741
COX COMMUN/CATIONS (760) 806-9809
CITY OF CARLSBAD (smEETS cl: STORM DRAIN) {760) 434-2980
"CITY OF CARLSBAO (S£Wl:R, WA TfR it: R£ClAIMED WA T£R) (760) 438-2722
•SAN 0/EGU/TO WA T£R DISTRICT (760} 6JJ-2650
"I.EUCAOIA WASTEWAT£R DISTRICT (760) 753-0155
•VALLECITOS WA T£R DISTRICT (760} 744-0460
WVENHAIN WA T£R OISTR/Cf (760) 753-6466
•BUfNA SAN/TATTON DISTRICT (760) 726-1340
•AS APPROPRIATE
34. PERMIT COMPUANC£ REQU/RfM£NTS:
A. FOR CONTROLLED GRADING -1/-/E APPLICANT HIR£S A CIVIL £NG/Nf£R,
SOILS fNG/NE£R, AND/OR GEOLOGIST TO GI.VE T£CHNICAL ADVICE, OBSERVE
AND CONTROL 1/-/f WORK IN PRO(;R£SS {15.16.120A.B} CARLSBAD MUNICIPAL
CODE.
B. PRIOR TO RNAL APPROVAL OP A GRADING PERMIT -1H£ FOLLOWING
REPORTS MUST Bf SUBMITT£0 TO 'll/E CITY £NGINffR VIA TH£ PRO.ECT
INSPECTOR {15.16.120A. 10)/ CARLSBAD MUNICIPAL. CODE:
(I) RNAL R£PORr BY SUPfRVIS/NG GRADING fNG/NffR STA nNG All GRADING
IS COMPLETE. ALL fROSION CON TR~ SLOPf PLANTING AN!) /RR/GA TION AR[
INSTALL£!) IN CONFORMANCE: W/1/-1 CITY CODE AND THE APPRO>f.0 PLANS
(OBTAIN SAMPLE OF COMPUANCE LfTT£R FRO/I CITY fNG/NITR/NG
Off' AR TMENT).
(2) AS-BUILT GRADING PLAN •.
(J) REPORT FROM THE SOILS ENGINITR, WHICH INCLUDES RfCO/,IMfNDEO SOIL
BfARING CAPACITlfS. A STA T£M£Nf AS TO THE fXPANSIVE QUAUTY OF TH£
SOIi.. AND SUMMARIES OF RfLI) ANO LABORATORY T£STS. 111£ REPORT SHAU
ALSO INCLUDE A STA T£M£NT BY THE SOILS £NG/Nf£R 'll/AT /1/E GRADING
WAS OONE IN ACCOROANC£ WITH 1/-1£ REQU/RE/J£NTS ANO RfCOl,IIJ£NDA noNS
OUTIJNfO IN THE PR£UMINARY SOILS RfPORT ANO ANY SUPPI . .E'MfNTS
THfRETO.
(4) REPORT WITH AS-BUILT GfOLOG/C PLAN, IF REQUIRfD BY rnE CITY.
35. UNLESS A GRADING PfRMIT FOR THIS Pff0£CT IS ISSUED ,117HIN ONE (1)
"rf:AR AFT£R 1H£ CITY £NG/NITR'S APPROVA4 THfSE Pl.ANS MAY BC
R[()U/R[D TO 8£ RESUBM/TT£0 FOR PLANCH£CK. PLANCHfCK ms IIIU BE
R[QU/RfD FOR ANY SUCH RECHECK.
36. 1/-/E SOILS R£PORT TITLED GfOTECHNICAL IN>f.SnGATION PR(:POSEO
BUD/NESS PARK BRESSI RANCH LOTS 17-22 PLANNING ARfA J CARI.SBAD,
CALIFORNIA FOR URBAN Wl:ST STRAT£Gl£S, PREPARED B'f ROBERT G. TRAZO
AND JOHN A. SEM/NARA, SOUlHfRN CAUFORNIA GfOTECHNICA~ DA TfO MAY
1~ 2006, SHAU Bf CONS/OfR£0 AS A PART OF THIS GRADING f'LAN. ALL
GRADING SHAU Bf DON£ IN ACCORDANCE WITH 1H£ RfCOMMfNDA noNS AND
SPfCIRCA TIONS CONTAINED IN SAID SOILS RfPORT.
SOURCE OF TOPOGRAPHY
TC:POGRAPHY SHO'r'tH ON m£SE PLANS WAS GENfRAT£0 B'f:
PRO.ECT DfSIGN CONSULTANTS PHOTOGRAMMETl?Y DEPARTMENT
BASED UPON AN AERIAL SURVfY R.OWII' ON JUNE 1, 2006
TOPOGRAPHY SHOW/\' HfRfON CONFORMS TO NATIONAL MN'
ACCURACY STANDARDS.
i
EAR1HWORK
RU: ! 5,500 c. Y.
' CUT: 2,700 q.r,
R£Mf0/Al.: S, 700 C. Y.
IMPORT: 2,800 C. Y.
NOTE.: QUAJIT/71£S ARE. AOJVS(fD P,:;R GE0TfCH/'JICAL
RECDMf.1/::/'J{)A 1/0/j, PARKING VND[RCVT ()NE. FOOT, AN/> fOOT11:/& AND
1,t[T UTILJrY SPOILS HA VE ALSO 8£.CN /NCLLJPEO IN THE EARTHWO/f/(
CI\LCIILATI0/'J. QUANJJJJ[S ARE FOR PERMIT PVRPDS~ 0NLT.
CONTRACTOR SHALL CO/JrlfM 41L <PVA/(TIT/E'S. A HA,UL ROV'IE
PE.F/M(T IS f?CQ\/IR[D FOR ANY EXf'Ol(l/fMl'ORT Of SOILS.
LEGAL DESCRIP110N
PARCEi. "A. IN THF: c,rr Of CARLSBAD, COUNTY OF SAN ()/[GO, STATE Of
CA, ACCORDING TO CERTIFICATE" OF CCX,,Pl./ANCE: RtCORDfD PECfMB£R ~
2006 AS !)0CIJl1EIJT NO 2DC6-0902548 Of OFFICIAL Rt.CORPS.
OWNERS CERT1F1CA 7E
I (f\E") HfREBY CERTIFY THAT A REGISTERED SOILS £NG/NEER OR GEOLOGIST HAS BEEN OR
IWLL BE R£TAIN£0 TO SUPERV/Sf: OVER-All GRADING ACllVITY ANO ADVISE ON 1/-/E
COMPACTION AND STAB" nv "'' THIS SITE. \. c-{J,,,,, __ ~
NAM£:
SHEET INDEX
'c>
SHf£T I ............................. nn.E SHEET. K£Y MAP, AND NOTES
SHffT 2 ............................. NOT£S ANO DfTAILS
SHEET J ............................. GRADING PLAN
SHEfT 4 ............................. HORIZONTAL CONTROL PLAN
SHEET 5 ............................... BAFR..£ BOX DETAIL
SHffT 6 ............................. fROSION CONTROL PLAN
SHffT 7 ............................. £ROS/ON CONTROL PLAN NOTES AND DETAILS
SOILS ENGINEER'S CERTIFICA 7E:
/, ROBERT G. TRAZD A R£G/ST£R£D CIVIL
ENGINEER Or THE STAT£ OF CAUFORN/A, PR/NC/PAil Y DOING BUSINfSS IN
THE FIEI.D OF APPUf() SOIL /JfCHANICS, HfREBY CERTIFY THAT A SAMPUNG
AND STUD'( OF THE SOIL CONDITIONS PRfVALfNT W/1/-1/N m,s SIT£ WAS
MAD£ BY M£ OR UNDER MY DIRECTION B£Tllf£N THE: DA TES OF
MAY J, 2006 AND
MAY 1~ 2006. TWO (2) COMPLET£ COP/fS OF
TH£ SOILS REPORT COMPILE() FROM THIS STUDY. 1111/-1 MY RECOl.l!.lfNOA 170NS,
HAS BfEN SUBI/ITTW T~ THI ,_~ OF 'lllf CITY ENGINITR. .-~-..
SIGNED: ~ J. 1 \-., ,~,
ROBERT G. fRA(O a: ,;#No'f:I'. 2 006~·5?55~~~•1 GE NO.: 2655 4/ / v '(if "o
DAT£: _5 _01:::
LICENSf fXPIRATION DAT£: 12/Jl/oti if Exp. 12/31/08
REFERENCE DRAWINGS:
BR£SSI RANCH STRITT IMPROVEMENTS
BRESSI RANCH STRITT IMPROVfMfNTS
BRfSSI RANCH GRADING PLANS
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental J Engineering I Survey
~~<': ~ • '"--19io.,.r.:ctt"'f~~
9F CAU'r'V..:,
owe. NO. 40D-88
Dwe. NO. 421-J
DWG. NO. 421-JA
-i
0 50 TOO J NDEXMAP
SCALf: 1• = 100'
' PROJECT SITE
,<-,,~<.,, • INNOVATION
e,c½!: 1 ROAD • WA y
,J' AL OMAR 1ivr:fo. _, .J'Y • ,
' ,...._,__l>i,,, ~ 777 """ 1/ MELROSE
DRIVE
"~ ?<,\'..> ~ \. -~\~ ~j ' PO/NSErnA J ,__,,\,_., LAN[
~a FUE:RTF:
SrRE[r \ c;:l I
'
/NNOVA TION WAY
SrRE:Er
VICNTYMAP
NOT TO SCALE
PROJECT LOCAT10N
THIS PROJECT IS LOCA T£I) f'IITHIN ASSESSORS PARCEi. NUM8£R(S)
213-261-0/J AND 21J-261-09
THE CAUFORN/A COORDINATE INDEX OF THIS PROJECT IS:
1990-6252 {CCS NADBJ)
BENCHMARK
DESCRIPTION: STRffT CEN7fR/JNE MONUMENT
LOCATION:
filVA TION:
fl. CAMINO REAL BfNCH MARK NO. R2800 288+89 EC
PfR COUNTY OF SAN DlfGO \>f:R17CAL DA TUM
J11.~I DATUM: MSL
EROSION CONTROL NOTES
SEE EROSION CONTROL PLAN SHITT 4 (1/-/IS SET}
'DECLARA T10N OF RESPONSIBLE CHARGE"
CI...IENT REPRESENT A T1VE
NAME: DA VID D/RlfNZO
URBAN Wl:ST
ADDRfSS: 1280 BISON A VE 89-609
NEWPORT BfACH, CA 92660
PHONf: 714-567-9260
OWNER/DEVELOPER
NAME: , BRESSI OCEAN COLLfCTION, UC
ADDRESS: 1280 BISON AVE 89-609
NfWPORT 8£ACH, CA 92660
PHONf: 714-561-9260 '
I HERfBY DfCLARE 7HAT I AM 7HE ENGINEER OF WORK FOR 7HIS PROJECT, 7HAT I HAVE:
fXfRCISED R£SPONSIBL£ CHARGE OVE:R 7HE DESIGN OF 7H£ PROJECT AS DEFINED IN
SECTTON 570J OF 7H£ BUSINESS AND PROFESSIONS COD£, AND 7HA T 7HE DESIGN IS
CONSISTENT Wl7H CURRENT STANDARDS.
I UNDERSTAND 7HAT 7Hf CHECK OF PROJfCT DRA'MNGS AND SPfCIFICATIONS BY 7HE
CITY OF CARLSBAD DOfS NOT RfLIEVE: ME, AS £NG/NfER OF WORK, OF MY RESPONSIBILJTTES
FOR PROJECT DfSIGN.
FIRM: PROJECT DESIGN CONSULTANTS -----------------ADDRfSS: 101 B STRfET, SUITE 800
WORK TO BE DONE=
THE GRADING WORK SHAU CONSIST OF 1/-1£ CONSTRUCTION Or ALI. CUTS ANO RllS. RfMEO/AL
GRADING DRAINAGE FACIUTl£S, fROSION CONTROL FAC/UTl£S AND PLAN11NG OF P£RMAN£NT
LANDSCAPING AND PRfPARATION OF AS-BU/1.T GRADING Pf.ANS, AS-BUILT GEOLOGIC MAPS ANO
RfPORTS, All AS SHOW/'/ OR RfQU/Rf() ON mis SfT OF Pl.ANS ANO 1/-/E CITY STANDARDS.
SPEC/FICA TIONS, RfQUIREM£NTS, RESOLUTIONS AND ORDINANCfS C1T£0 QN 1/-/ESE: Pl.ANS. 1/-1£
GRADING WORK SHAU BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWINQ. DOCVMENTS, CURR£NT
AT 1/-1£ TIM£ Of TH£ CONSTRUCTION, AS DIRET£0 BY TH£ CITY ENGINffR,
I. CARtSBAO MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
l THIS SET OF PLANS
4. PIP 06-11 PLANNING DIRECTOR DETERMINATION OAT£0 12/06/06
S. 1/-1£ STANDARD SPECIF/CA TTONS FOR PUBLIC WORKS CONSTRUCTION (GRffN BOOK)
6. 'll/£ SOILS REPORT Tln.£0 •GEOT£CHNICAL INVESTIGATION PROPOSEO BUSINESS PARK BRESSI
RANCH LOTS 17-22 Pl.ANNING AREA J CARLSBAD, CALIFORNIA FOR URBAN 11£ST STRAT£Glfs•,
PREPAR£0 BY SOUTHER CALJFORNIA GfOT£CHNICAL DA T£0 MA 'f 111, 2006
7. 1HC SAN DIEGO AREA RfGIONAL STANDARO DRA'ltlNG$ ANO AS MAY BE MODIRfO BY Tllf ,
CITY OF CARtSBAO STANOARO!. fNVlffONMfNTAL APPROVAL DOCUMENTS DA TEI) JUI/( 1-', 2005. j
11 CALIFORNIA COASTAL COMMISSION DEV£lOPMF:NT P£RMIT CONDITIONS DA T£D N/A. ·
9. THE: STORM WA T£R POLLUTIONS PR£vENTION Pl.AN (S'M'P) PREPARED B'f PROJECT DESIGN
CONSULTANTS DAT£0 OCTOBER 19, 2006, 'M)/0/ 9J7CJ45715
10. 1H£ STORM WATER MANAGEMENT PLAN (SWMP) PRfPARfO BY PRO.ECT DESIGN
CONSULTANTS DATED JANUAR'f 2007.
11. TH£ CAUFORN/A STORM WA 7fR QUALITY ASSOC/A TTON (CASQUA) STORM WA T£R BEST
MANAGEMENT PRACTICE CONSTRUCTION HANDBOOK ANO STA IE OF CALIFORNIA DEPT CF
TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMfNT PRACTICES (BMP) MANUAi..
LEGEM)
DESCRIP UON SYYBOC
EXISTINQ
£XIS11NG LOT UN£ ........................... ----
EXISTING CONTOURS -INTER. . . . . . . . . . . . • . . . . . . . . . . ... . ......••
EXISTING CONTOURS -/NOfX. • . . . . . . . . . . • . . . . . . • . . . --341~ Q,J,,--
EXIS17NG STORM DRAIN .t CLEANOUT OR INLET. . . . . . . . . . . . ·[s]===
QU
EXIS11NG Sff\E"R MAIN . . . . . . . . . . . . . . . . . . . . . -----s----
EXISTING WA T£R MAIN . . . . . . . . . . . . . . . . . . . . . _ -
EXISTING FIRE H'rVRANT ..........•......•...•....
EXISTING STRfET LIGHT. . . . . . • . . . . . . . . . . . . . . . . . . .
PROPOSED
PROPOSfO CONTOURS -INDEX •....................
---w --
-320-
PROPOSED CONTOURS -INT. . . . . . . . . . . . . . . . . . . . . . -322 -
PROPOSfO Sfl1£R MAIN/ MANHOLE ... ' ..... .(P£R DWl1 448-6} ---0 --
PROPOSED CURB. . . . . . . . . . . . • . . . . . .. SDRSD G-6 . . . F. ---
. ~~T PROPOSED CURB ,t GUTT£R ... r. . . . . . . . . . SORSD G-2 .... _. ·· ..
CONC RIBBON GUTT£R. . ...•.............•...... , I · • I
BOX INLET -SIZ£ VARIES . . . . . . . . . . . . . . . . . . . . . . . . •
PROPOS£0 STORM DRAIN C/.£ANOUT -A 4 ..... SORSO 0-9 .....
BAFF!.£ BOX. . . . . . . . . . . . . . . . . . . . . • . . . . . . • . . . . □
PROPOSE() RCP STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . . _ _ ""'
PffOPOSEO PVC STORM DRAIN. . . . . . . . . . . . . . . . . . . . . . .
ARfA DRAIN. . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . O
PffOPOSED WAT£R MAIN .............. (P£R D~ 448-6) • __ _
PROPOSED RR£ H'rVRANT. . . . . . . . . . . . • (P£R D~ 448-6) • · I
PARKING ARfA HATCH, 4• AC OVIJl 3• AB ....... , ..• -,-~. . . ::.:"•: · ·.·
DRIVE AISLE HATCH, .,. AC OVER 6" AB . . . . . . . . . . . . . . . . . ·,:1• . I ·w-PROPOSED PEDESTRIAN RAMP. . . • . . . . . . . . . . SORSO G-27 ...
PEDESTRIAN RAMP . . . . . . . • . . . . . . • . . . CTS ABBA, CASE F □
PROPOSED £ASfMENT. • ....................... .
RETAINING WAil ... : .............•.. SDRSO C-4 ..... -~-
EARTHfN SWALE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :;"• • ~~
SLOP£ GRAD£ . . . . . . . . . . . . . . . . . • . . . . . . • . . . . . .
PROPOSE!) WA T£R M£T£R .............. (PER owe 448-6) .. .
PROPOSEO SEWl:R CLEANOUT. . ......... (PER D~ 448-6) .
BROW DITCH -TYPE B. . .....•......•. SDRSD 0-29 ..
X.X!f
II
• <=
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE: DESCRIPTION OWNERSHIP MAINT£NANCE SHff;T No, AGRfft.lENT
BIO RL TRA TION TC-JO VfGfTA T£D SWA!.£ PVT CC&w .J
R.OW THROUGH TC-:50 WA T£R QUAUTY INLET PVT CC&R J
2600 LF
490 LF
900 LF
5 EA
1 EA
1 £A
847 LF
211 LF
4 EA
28100 SF
31195 SF
4 LF
3 EA
295 'C
MAINTENANCE
FRfQUfNCY
PER MANUFACT'JRfR
SUSUMP PFICM:CT PRIORfTY, lfCH
CITY, STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 235-6471
~~N~IN9 DEPARTMENT APPROVAL ~ 2:Je~,. . DATE: 7 /IG/o7
(SIGNED) C:tc1;z ,: o_ 1:z.1,~os
".AS BUILT"
/t .l, ~ BY:. 1+-:bc,G
7CURTTS J. TURNfR
R.C.E. N0. _____ 5 __ 92--8..cS ________ _
REGISTRATION EXP/RATION DA TE:_--'0--6/.._J--O.._V,-'-0--1 __ _
t:Jo..., NI£{,/ , PLANNING DIRECTOR '9 DATE fi4= I /. RCE 5~t.e':f" EXP. (,•.U· C~ ..._, DATE: 7 /i, /07 1------------
(S ) RE'v1EWED BY:
RECOMMENDED av: .JA$1>N ~. bW><-11-TII: 1'1.AiliJ.tA. /2 iJ . <2 I, t • n-o~
(PRINT NAME) ~CTOt;" / DA TE
l---+--+-----------t-----i---t--ilsHE1nl. __ c1_TY_o_F_c_A_RL_s_s_A_o~~ _ ENGINEERING DEPAR™ENT LZ.....:._,
GRADING ANO EROSION CONTROL PLANS FOR:
BRESSI RANCH LOTS 17-18
701 B Street, Suite 800
619.235.6471 lei
San Diego, CA 92101
619.234.0349 Fax
CARLSBAD MUNICIPAi.. WA TE:R DISTRICT
CURTIS ~ l\JRNER, R.t.E. 59285 DAlt RE~SlRA]ON EXPIRES Oll-:10-07
DE~GNED
Bf.
SUR\£Y
~at
n I DAJiz..a"e 7 -7'• -1&7 z.: ~.., lvl ~,~·•~~:c:::]i::;;Lj~j·=ifi:~·~Q]_~·~~•'jt"Sl~ai~~~-:~•~~.''Z»~.'¥1~~a,./~Lt:==l=~==1 I ;:~;:;=~~o:ER EXP 6/J0/o8
---~--~~~--------1~•....,=f~ ~\1'\\ot i,11' ~ ll.lVl$fb CVlt-0. 1'..1.1"\P OW Sll£<T !. 1/tf/•I ,::v,} "'1ZZ.lo• '<lvtr
{ _!._. , L~ NP NP ':, -,
DAVID HAUSER R.C.E. 33081 DA TE DATE INITIAL "ATE INITIAL DATE INITIAL DWN BY· ·
DfPUTY CITY £NGINITR "' CHKD BY·,"w/,-,1,)
EXPIRATION:, 06 30-2008 NGINEER OF WORK REVISION DESCRIPTION OTI-iER APPROVAL CITY APPROVAL RVWD BY: Z!!ol
PROJECT NO.
PIP06-11
DRAWING NO,
448-6A
P•\3370\ENGR\_PLANS\GRADING\lots-17-18\3370grcW1.ciwg 3/12/2007 · 12100141 PM PDT . J.N. 3310. 00
~
081007
050608
•
---------
'
R/W
4.5'
4• CONnGUOUS P.C.C.
SIDEWALK (&.)
6" TYPE "G" CURB
.t GUTTF:R (m>.)
J6'
1()' 26'
s.s·
n E HYDRANT AS SHOW/'I Of# PLANS(&.)
72'
36'
26'
•
STORM SEm:R ~M WA /ER
DRAIN WAIER
(Dm:I. NO. 400-80} (Slffi)
R/W
10'
EXISTING PUBLIC smEETB DWG N0.400-88
GA i'fWA Y ROAD
TYPICAL SECllON
NO SCALE
MINIMUM TRAFFIC INDEX = 7. 0
R/W
4.5'
2: I
DR'( UTILIT'f TRENCH
LOCA noNS PER DR'f unL1rr PLANS
4• P.C.C. SIDEWALK
10'
36'
5.5'
RRE" HYDRANT
AS SHOl!t-1 0/I PLANS (TYP.)
26'
~
a· TYPE: "G• CURB _ __,
.t GUTTF:R cp
STORM
DRAIN
72'
36'
26'
!lo: REC WAlFR ~ WAlFR
t)l
R/W
5.s·
EXISTING PUBLIC smEET DWG NO 421-3
CAMPBELL PLACE
TYPICAL SECnON
NO SCALE
smEETUGHT ~&~~orm,or
FIRE" HYDRANT t,EJ~orm,or
PROP BLDG. A
PARKING
J' RIBBON cum:R
TYP.
PAVEMENT SECTION PER
SOILS REPORT (n=5)
MIN 4• AC O~R o• AB
(OR APPROVEO EQUIVALENT)
ED
PROP. SIDEWALK RIBBON GU m:R
CD
PARKING 19. O'
" " PAVEMENT SECTION PER
SOILS REPORT (71=4)
MIN 4• AC OVER C,• AB
(OR APPRO\,fD EQUIVALENT)
SECTION A-A
NOT TO SCALE:
DRIVE: AISLE 26'
Sff SOILS REPORT FOR
PAVEMENT srcnoN (71=5)
MIM 4• AC OVER 5• AB
(OR APPROVED EQUIVALENT)
SECTION B-B
NOT TO SCALE
P: \3J7C\[NGR\_PLANS\GRADING\lots-17-18\JJ70grd02.dwg 4/4/2007 2:13:40 PM POT
PROP. SIOCWALK
PROP. SIDEWALK
SEE SOH.S REPORT FOR
PAVEMENT SECTION
MIN 4• AC OVER a• AB
4
TC 321.84
G 321.84
12" GRA 7F:
SIT ARCH. LANDSCAPE PLANS
'-I 4-1. ·•1:-'
.~
INLET El.£V. (RIM OR LOW POINT)
AS SHOWH OM PLAN
l GRADE TO DRAIN AS IND/CA IEO
ON Pl.ANS (2Jr MIN. UNLESS
0 THER Wl5'! INOICA /ED)
_,-RN/SH GRAD£
I 112· (OR APPROIW EQUIVALENT)
CONCR[T[ RIBBON GUTTF:R
SCARIFIED ANO COMPACIEO
NA nl-£, PER SOILS RECOMENDA TIONS
3' RIBBON GUTTER
NOT TO SCALE
VARIES VEGETATIVE SWALE---.
1
AC PAVEMENT
CD
GRASS-LlNED SWALE
NOT TO SCALE
3.0' 1
AC PAVEMEN
Ml 4 AC 0 (OR APPROVED EQUIVALENT)
SECTION "1-1"
NOT TO SCALE
CONCRE7F: MOWBAND
S£c DETAIL THIS SHffT
3.0'
a• CONC. CURB ..
CONRETE: MOWBAND
SE[ DETAIL 6 n-1/S SHEET
5• CONC. CURB
1
• ·.
AND BASE
CURB CUT
NOT TO SCALE:
PROJECT DESIGN CONSULTANTS
Plannlng I Landscape Architecture I Environmental I E11gi11eering I S1,.1rvey
fESS/
J. ru.
-701 B Street. Suile 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax z No. 592B5 i:;
xp. 06-30-0
CURTIS ~ 11JRNER. R.C.E. 592~
12
OAJE REGISlRATIOII DESIGNED PM EXPIRES M-J0-07 BY: RE'AEW:
SUR\U
RE'IIEW:
<I
SPECIAL NOTES
BLDG. E
8.JJJr.
M'AX., ~t~ tx:: _
~~-'--:;,
FG 321.96
CDPEDESTRIAN RAMP
2 1·~10·
TC 32 .JO ·
TC J21.78
FG 321.78 ,
FG 321.92
THE FOLLOWING NOTE:S AR£ PROVIDED TO GIVE DIRECTIONS TO m£ CONTRACTOR BY TH£ ENGINEER
OF WORK. TH£ CIT'f ENG/NffRS SIGNA TUR£ ON n-lfSE PLANS DOES NOT CONSTITUTE: APPROVAL OF
AN'f OF n-lESE: NOTE:S AND TH£ C/T'f WILL NOT BE RESPONSIBLE FOR THEIR £NFORCEMENr.
I. TH£ LOCATION Of EXISTING UTIUTlfS AR£ BASED ON AVAILABLE RECORD INFORMATION. CONTRACTOR
SHALL VERIF'f TH[ LOCATION ANO ELEVA noN Of ALL EXISTING FACILITIES (ABOV£GROUND AND
UNDERGROUND) 'MTHIM m£ PROJ[CT SIT£ THIS WORK SHALL Be PERFORMED sumcIE:Nn. Y AHEAD
Of CONSTRUCTION TO PERMIT CIT'f APPROVAL REVISIONS TO THe CONSTRUCTION PLAIIS IF ACTUAL
LOCATIONS ARe FOUND TO Bl: IN CONFLICT 'MTH n-1£ PROPOSED WORK. CONTRACTOR SHALL NOTIF'f
ENGINffR OF WORK Of ANY CONFLICTS OR ANY OTHER UTILITIES ENCOUNTEREO PR/Off TO PROCffDING
WITH CONSTRUCTION.
2. CONTRACTOR SHALL TAKe PRECAUTIONARY MEASURES TO PROTE:CT TH£ unurr LINES SHOWN AND
ANY OTHER LJNES NOT OF RECORD OR NOT SHOWN ON THE5'! PLANS. ANY PAVEMENT OR OTHER
EXISTING SURFACE IMPROVEMENTS DAMAG/:0 BY CONTRACTOR SHALL Be REPLACED AS REQUIRED BY
THE CITY OF CARLSBAD ENGINEERING DEPARTMENT.
.I SAFfT'f PRECAUnONS AND AD[QUA7F: BARRICADING TO BE IM FORCc BY m£ CONTRACTOR AT ALL
TIMES. NEITHER THI: OWNER NOR THE ENGINEER Of WORK l'ALL ENFORCE SAFfT'f MEASURES OR
REGULA noNS. TH£ CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFfTY DEVICES,
INCLUDING SHORING, ANO SHALL BE SOI.fl 'f RESPONS/BLI: FOR CONFORMING TO ALL LOCAL, STA TE:
ANO FfDERAL SAFfT'f AND HEALTH STANDARDS. LA~ AND REGULATIONS.
4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON TH[S£ PLANS ARE: MEASURED IN A
HORIZONTAL PLANE.
5. THe DISPOSAL Of ANY ASBESTOS CEMENT PIPE SHALL Bl: IN COMPLIANCE l'ATH ALL CURRENT LOCAi.,
STA 7F: AND FfDERAL REGULATIONS.
;a; :ii 1/8 BENO
AC P4VEMENT AND BA
MIN 4 AC 0\/ER J AB
(OR APPROVEO EQUIVALENT)
8" DIA RISER PIPE
1 Jr MIN. SLOPc INSTALL 9()' BEND
AT BEGINNING Of S'rSIEM
AREA DRAIN INLET
NOT TO SCALE
NOTE::
INSTALL 1/2" f£LT EXPANSION JOINTS ON STRAIGHT UNc
RUNS §20'-o· o.c. MAX INIERVAL AND AT ,o·-o• o.c.
MAX ALONG CURVES. PROVIDE: 1/8" l'AD£ 112• DEEP SCORe
W/ 1/2• RADIUS O S'-o• O.C. MAX INTf:RVAI..
CD CONCRETE MOWBAND
NOT TO SCALE
"AS BUILT"
I :Z.• IS -08
-DATE
EXP. C, •1.0 •OC) RCE oz.es:
REVIEWED BY:
DATE
1----4--+------------t--+--t---+--i I SH2EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTh1ENT
~==-====:':::::::::::::::::::::::::::::::::=======~~ GRADING PLANS FOR:
BRESSI RANCH LOTS 17-18
1---1----1---------------l--+---+--+---1 IU1;=;=:~:':::o::::::=n=~=A=~':';-;:::EH::::;::~o=~=, R=E=XP=BZ=Jo=z=oe;-;:::::::::;{=-..0=0=~=~
7==~
l---+---l---------------l-:--cc-+==-c4-=-:-::=-1c=::--:--:-I~ -----DATE INITIAL DATE INITIAL DATE INITIAL g~DBJ~~ PROJECT NO. DRAWING NO.
NGINEER Of WORK REVISION DESCRIPTION OTHER APPROVA CllY APPROVAL RVWD BY::::a;c PIP06-11 448-6A
J.N. 3370, 00
081007
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NO. DfLTA DR BRG.
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2 N00"44 44"E
;, N69"J,fJ7"E • 06'29'tr
5 N06'29'16"E
6 06'29'tr
NOO'OO OO"E
RADIUS(ft -----------
200.00 -----
200.00 -----
STORM DRAIN DA TA
LENGll-1( ft) RE:MARKS NO. DEL TA DR BRG. RADIUS(ft
296.4J 18" HOPE PVTJ • 0 1.0Jr 8 NOO'OO'OO"E -----
105.5J 24" HOPE pvro • 0 I.OK 9 N88"49'J4 •w -----
Jl.08 18" HOPE IP\ 'I • 0 22.0!f ' N08'59'1J"W -----
22.65 24" HOPE IP 'fl • § 1.0,C 1 N78"40'48"W -
2J.67 1 N90'00'00"E -----
22.65 • 1 28'29"27" 100.00
12.27 • 1 N90"0000"W -----
1 N2J'J1'46"E -• WA i'ER llGHT JOINTS
P: \3370\£NGR\_pLANS\GRADING\lols-17-1B\3370grdOJ.dwg 6/14/2001 1:56;46 AM PDT
L£NGll-l(ft) RE:MARKS
5.00 24" HOPE 'P • 0 -#.4,C
295.62 18" HOPE P • 0 1.2Jr
J0.57 24" RCP IP • 0 28.6,C
83.28 . 8" HOP£ PVT 0 1.0,r
J5.0t B" HOPE: PVT: 0 8.J!f
49.lJ B" HOPE PVT: 0 B.J!f
J.70 a• HOPE PVT: 0 5.0!f
40.88 4• HOPE PVT 0 5.0!f
OlCJI -IU19.~4
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Eni;iineering I Survey
701 B Street, Suite 800
619.235.6471 Tel
CURTIS l\JRNER, R.C.~ 592Bll DAii REGISlRATION
San Diego, CA 92101
619.234.0349 Fax
EJa'IRES 05-30-07
I'll RE\1,W:
SURl{Y
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"9'-c;
No. 59285
Exp. 06-30-07
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Planning I Landscape Architecture I Environmental J Er1,1ineering I Survey
701 B Street. Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
CURTIS ~ TIJRNER, R,C,E. 59285 DAlt RE~SlRATION DESGNED PM
EXPIRfS OB-30-D7 91\ RE',\EW,
SUR\£\'
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:=H=O=R=,z=o=-m==A=L=c=o=N=TR=O=L=P==LAN==S===FO==R=:========:::'....':====~
"AS BUil T" BRESSI RANCH LOTS 17-18
l---l-----l-----------------+---1------11------t---1 1::~~:~: ~:I~~~~ 6/J0/08 1~2;,~./4.,
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P: \JJ70\£NGR\_pLANS\GRAD/NG\lots-t 7-1B\JJ7Dgrd04.dwg .l/12/2007 12· OJ: 40 PM PDT J.N. 3370.00
-------
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081007
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2. REINFORCING:AS1M A-,615,
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3. SUPPOl~1S AN l-f20 LOADING AS
INDICATED BY MS'HTO.
4, JOINT SF.Al.ANT': BUT't'L RUBBER
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DRAWING NO,
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P1\3370\ENGR\_PLANS\GRADING\tots-17-18\3370grci06,olwg 4/4/2007 2153110 PM PDT
N
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Er-glneerlng I S'Jrvev
701 B Street, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
CUR]S ~ IURN8', R.C.E. 592115 DATE RE~SlRATION DESIGNED PM EXPI~ Ol-30-07 a~ RE\1Elt SUR\O'
RE\1Eit
"AS BUILT"
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1------l--+--------------l--+---+---;-----i I SH6EET I CITY OF CARLSBAD I SHE7ETS I
;::::::::::::::=:=_=:==E:::N:::::G:=IN::::EE:::R=IN=G:=DE=P=A=R=TM=E=N=T==='...:::=~
EROSION CONTROL PLANS FOR:
BRESSI RANCH LOTS 17-18
J.N. 3370.00
081007
EROSION CONTROL NOTES
I, IN CASE EMERGENCY WRK IS REQUIRED, CONTACT KIMBERLY HUTCHINGS AT (714) 567-9260.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAR.A/JI.£ AT AU. TIMES OUR/NG THE: RAtNf
SEASON. ALL NECESSARY MA T£RIALS SHAU. 8£ STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FACIUTA T£
RAPID CONSTRUCTION OF TEMPORARY OEWCES WHEN RAIN IS EMINENT.
J. OCWCfS SHOWN ON PLANS SHAU. NOT BE MOVED OR MODIF/fD l+fTI-IOUT THE: APPROVAL OF THE ENG/NITRING .
INSPECTOR.
,t.. THE: CONTRACTOR SHAU. RESTORE ALL EROSION CONTROL OEWCES TO WORKING ORDER TO THE: SATISFACTION
OF THE CITY ENG/NITR AFT£R CACH RUN-0/T PRODUCING RAINFAil..
5. THE: CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE: CITY
ENGINEER DUE TO UNCOMPLET£D GRADING OPCRA TIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
IS. THE: CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PRCVENT PUBLIC
TRESPASS ONTO ARCA$ 'M-IERE IMPOUNDED WA T£RS CRfA TE A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROWOEO PER THE APPROVED GRADING Pt.AN SHALL 8£ INCORPORA T£D
HEREON.
8. GRADED AREAS AROUND THE: PROJECT PERIMET£R MUST DRAIN AWAY m01,1 THE FAG£ OF SLOP£ AT THE:
CONCLUSION OF EACH WORKING DAY.
9. ALL R£MOVA8LE PROT£CTl"f: OEWCfS SHOWN SHALL 8£ IN PLACE AT TH£ END OF EACH WORKING DAY WHEN
THE: Fl\/£ (5) DAY RAIN PR08A8/UTY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL
BE REMOVED AFT£R EACH RAINFAil..
10, ALL GRA \,fl BAGS SHALL Bf BURLAP TYPE 111TH J/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERM/NATION OF HYDROS£EOED SLOPES FAIL TO PROWOE EFFECTIVE COVERAGE OF GRADED SLOPES
(90Jr COVERAGE) PRIOR TO NOVEMBER 1~ THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN
ACCORDANCE 111TH SECTION J5.02J OF THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVATION, STAT£ OF CAUFORNIA.
TEMPORARY EROSION
CONTROL PLANTING AND /RR/GA 11ON
ALL P£RMANENT ANO TEMPORARY EROSION CONTROC PLANTING AND /RR/GA TION SHALL 8£ INSTALLED ANO
MAINTAINED AS REQUIRED IN SECTION 212 OF TH£_ STANDARD SPECIF/CATIONS ANO THE FOLLOll1NG:
A. HYDROSEEOING SHALL BE APPLIED TO:
I. ALL St.OPES THAT ARE GRADED 6: I {HORIZONTAL TO VERTICAL) OR ST[EPER ',tHEN THE:Y ARE:
A. ti/REE FITT OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STRITT.
8. ALL SLOPES FOUR FITT OR MORE IN HEIGHT.
2. AR(AS GRADED FLA TT£R THAN 6: I W1-IEN ANY OF Tl-1E FOLLO 111NG CONDITIONS EXIST:
A. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) 111THIN 60
DAYS OF ROUGH GRADING.
B. IOEN71FlED B'f Tl-1E PARKS ANO RECREA 710N DIRECTOR AS HIGHLY WSIBLE TO THE PUBLIC.
C. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE: CITY ENGINEER THAT WARRANTS IMMED/A T£
TREATMENT.
8. HYDROSEEOEO AREAS SHALL BE IRRIGAlfD IN ACCORDANCE 111TH Tl-1E FOI.LOll1NG CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE:
A. THREE TO EIGHT F££T IN HEIGHT SHALL BE /RR/GA T£D BY HANO WA T£RING moM QUICK
COUPLERS/HOSE BIBS OR A CONVEN710NAL S\'ST£M OF LO'II PRECIPITATION SPRINKLER HEADS
PROWDING 100:t COVERAGE.
8. GREA T£R THAN 8 FITT IN HEIGHT SHALL BE WA T£RfD B'f A CONVENTIONAL S\'ST£M OF LOW
PREC/PITA 710N SPRINKLER HEADS PROWDING 100Jr COVERAGE.
2. ARfAS St.OPED LESS THAN 6: I SHALL 8£ /RR/GA 7fD AS APPROVEO B'f Tl-1E CITY ENGINEER, PRIOR TO
HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROWDE /RR/GA TION TO Tl-1E
CITY ENGINITR. THE PROPOSAL SI-IALL BE SPECIFIC REGARDING Tl-1E NUMBERS. TYPES AND COSTS OF
Tl-1E ELEMENTS OF 71-IE PROPOSED SYSTEM.
J. /RR/GA TION SHALL MAINTAIN 71-IE MOISTURE LE\fi OF Tl-1E SOIL AT THE OPTIMUM LE\,fl FOR THE GROWTH
OF THE HYDROSEEDED GROWTH.
C. HYDROSEEOING MIX SHALL CONSIST OF ALL OF Tl-1E FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
A. 20 LBS. PER ACRf OF ROSE CLOVER
8. 20 LBS. P£R ACRE OF ZORRO FtSCUE
C. J LBS. PER ACRE OF E SCHOOC CIA CAUFORNICA
O. 4 LBS. PER ACRE OF ACHILLEA M/1.LEFO/JA
E'. J LBS. PER ACRE OF AL \'SSUM (CARPET OF SNOW)
F. I /2 LB, PER ACRE OF DIMORPHOLECA
G. ITEMS C. D, E, AND F OF THIS SU8SEC710N MAY BE OMITT£0 ON LOCATIONS ',tHERE THE AREA
BEING HYDROS£1J)E0 IS NOT VISIBLE moM EITl-1ER A PUBLIC smEET OR RESIDEN71AL
STRUCTURES.
H. /TE/J A OF THIS SUBSECTION MUST 8£ INOCULA 7fD 111TH A NlmOGEN FIXING BACT£R/A AND
APPLIED DRY EITI-IER BY DR/LUNG OR 8ROADCAS71NG BEFORE HYDROSEEDING.
I. ALL SEED MA T£R/ALS SHAU. 8£ TRANSPORlfD TO THE JOBS/TE: IN UNOP£NED CONTAINERS 111TH
THE: CAUFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CER71FlCA 710N TAG A TTAGI-IEO TO, OR
PRINlfD ON SAID CONTAINERS.
J. NON-PHYTO-TOXIC WE:mNG AGENTS MA 'f BE ADDED TO THE: HYDROSEEO SLURRY AT THE
DISCRETION OF Tl-1E CONTRACTOR.
2. TYPE I MULCH APPUED AT THE RATE OF NO LESS 71-IAN 2,000 LBS. PER ACRE. TYPE: 6 MULCH
(STRAW., MAY BE SUBS71TUlfD, ALL OR PART, FOR HYDRAUUCALL'f APPUED FIBER MAT£RIAI.. 'I/HEN
STRA 'II IS USEO IT MUST BE ANCHORED TO Tl-1E SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50:f
OF Tl-IE STRAW INTO tHE SOIL.
J. FfR71LIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, 111TH 15Jr SULPHUR APPUED AT
Tl-1E RAT£ OF 500 LBS. PER ACRE.
P1\3370\ENGR\_PLANS\GRADING\lots-17-18\3370grol07.olwg 4/4/2007 2153:48 PM PDT
TEMPORARY EROSION CONTROL
PLANTING AND /RR/GA 11ON CONT.
O. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEOING BY:
I. ROUGHENING THE: SURFACE TO BE PLANT£D BY ANY OR A COMB/NATION OF:
A. TRACK WALKING St.OPES ST[EPER THAN 6: 1.
8. HARROWING AREAS 6: 1 OR FLA TT£R Tl-1AT ARE SUFFICIENn. Y mlABLE'.
C. RIPPING AREAS TI-IAT 111LL NOT BREAK UP USING ITEMS A OR 8, ABO\£.
2. CONDITIONING THE SOILS SO Tl-1AT IT IS SUITABLE FOR PLANTING BY:
A. AOJUS71NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BEO.
B. THE: ADDl710N OF SOIi. AMENDMENTS. PH ADJUSTMENT, LEACHING OR CO\£RING SAUNE SOILS TO
PROWOE WABI.£ CONDITIONS FOR GROWTH.
E. HYDROSEEOED ARfAS SHALL BE MAINTAINED TO PROWDE A WGOROUS GROWTH UN71L THE PRO.£CT IS
PERMANENn. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANOSCAPING, UNTIL THE
PRO.ECT IS COMPLET£D ANO ALL BONDS RfLEASED.
•
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environrrental I Engineering J Survey
701 B Street, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
CURTIS J. lURNEJ\, R.C.E. 5920., DAT[ REGISlRAllON DESIGNED PM
EXPIRES 05-J0-07 Bl! R£',£W:
(;_J:_. \ '--~-,.. ~.zs-.01-
SVRIEY
RE\!Elt
I. SET POSIS ANO EXCA VAT£ A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE moM ANO
ALONG Tl-IE UNE OF POSTS.
--.--:-? I .
I iliilllli;;lllill!i!:l!liI ::,..---_. ,::...,..-
2. STAPI.£ WIRE FENCING TO
THE POSTS.
~-~~ ~~ ~~4 IN (10 CM)
J. ATTACH THE FILTER FABRIC TO 4. BACKFILL ANO COMPACT THE
THE: 111RE FtNCE AND EXTEND IT EXCAVA TEO SOIi..
INTO Tl-1E TRENCH.
'~ ..
11
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RE/NFORCED SILT FENCE ffi ======= 71 NO SCALE
GRA \,fl BAGS OVERLAP
ONTO CURB~
-------RUNOFF' ______ ,...
/... J
GAP BE1'M:EN BAGS
ACTS AS SPILLWAY Tl-1RE£ LA YcRS OF GRA \,fl BAGS
111TH ENDS OVERLAPPED
GRAVEL BAGS EB ==== 7J NO SCALE
EC LEGEND
DESCRIP710N SYMBOL QUAN71T'f
GRA\fi BAGS 0 > 288 EA
SILT FENCE --0--0-667 lF
CONST. ENTRANCE ou""oo"-'-o
TC-I "Jooooogo• 747 SF ,oo ... ~o ,..,,
HYDROSEEDING ~ 968 SF
....
50'
EX. ROAD
'7~'•
EXISTING GROUND -
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VARIES L_Jjjl!Jii~'iiffim;J!/ -Ill·· I
f:1QJE.
PRO WOE APPROPRIATE TRANSl710N
BETWEEN STA8/UZ[O CONsmuc110
EN TRANa: AND ROAD WA 'f
PLAN
STABILIZED CONSmUCT10N ENTRANCE ~
NO SCALE 'CD
CONSTRUC710N ENTRANCES S/-IALL BE PER CAUFORNIA STORMWA T£R BMP HANDBOOK,
STANDARD TC-I (www.cabmphandbooks.com), MODIFIED AS FOLLOWS:
-METAL SHAKER PLA T£S 111LL BE RfQUIRED AT ALL LOCA 710NS UNLESS
SPECIFICALLY WAI\.W BY THE ENGINEERING INSPECTOR DUE TO SIT£ CONSTRAINTS.
-Tl-1E ROCK SIZE SHALL BE 2• MINUS.
-A FENCE, BARRICADE OR OTHER DEWCE APPROVED BY Tl-1E ENGINEERING
INSPECTOR SHALL 8£ USEO TO RESTRICT CONSmUC710N TRAFFIC TO Tl-1E
CONSTRUCTION CNTRANCE.
R/,f rz FLOW ~~1 R/,f
I GRAfj ~'I! I ~05
r--8 if 2 BAGS HIGH) ' _,
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....
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(TYP.) (TYP.)
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(2 BAGS
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(TYP.)
SECTION B-B
STREET BAG
SLOPE SPACING
0-4:f 100 FT.
4-10Jr 50 FT.
,\/ER 10! 25 FT.
-
TEMPORARY DESIL TING
==B=:A=S=1N='S='=N=S=TR='Ei=ET==~,• ·
NO SCALE 'ClJ
NAS BUIL'fN
C :iiJ;z.-_ lZ•lB-oq
DATE
RCE 5'9ZliS:: EXP. t. •'SO-~,
REVIEWED BY:
(l L ,. ,l"J ._
~CTOR l
J•?.1-o'\
DATE
t------,t-------1------------+---t---t--+---tlsH7EETl~_c_1r_v_o_F-'-C~A-R~L-S~BA'"'"--D---'ISHE7E~1 ~ ENGINEERING DEPARTMENT
DA TE INITIAL
NGINEER OF WORK REVISION DESCRIPTION
EROSION CONTROL PLANS FOR:
BRESSI RANCH LOTS 17-18
DATE INITIAL DATE INITIAL 8~DBJ~~
OTHER APPROVA CITY ,(IPPROVAL RVWD BY:~
PROJECT NO,
PIP06-11
DRAWING NO.
448-6A
J.N. 3310. 00
081007
l