HomeMy WebLinkAboutDWG 440-9A; MS 04-18; EUCALYPTUS LANE; 01-05CJWJING NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF TH[
CARLSBAD MUNICIPAL CODE.)
I. THIS PLAN SUP[RS[D[S ALL OTHER PLANS PR[I/IOUSLY APPROVED BY THE CITY
OF CARLSBAD R[CAROINC CRAO/NC SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF !HIS PLAN 00£5' NOT LESS[N OR WAIVE ANY PORTION OF Tl/[
CARLSBAD IJUNIC/PAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER AOOITIONAL OOCUIJ[NTS LISTED 1/ER[ON AS Tl/[Y /JAY
PERTAIN TO Tl/IS PROJECT. TH[ [NCIN[[R IN R[SPONSIBL[ Cl/ARC[ SHALL
R[I/IS[ TH[S[ PLANS WHEN MON-CONFORIJANC[ IS OISCOVER[O.
J CITY APPROVAL OF PLANS ODES NOT R[Ll[V[ TH[ D[VELOP[R OR [NCINE[R-OF-
WORK FROM RESPONSIBILITY FOR TH[ CORRECTION Of ERRORS AND 0/J/SSIONS
0/SCOVER[O OUR/NC CONSTRUCTION. All PLAN R[I/IS/ONS SHALL 8£ PROMPTLY
SUB/JITTEO TO TH[ CITY [NC/N[[R FOR APPROVAL. ,
4. A RIGHT-Of-WAY PERMIT FROIJ TH£ CITY ENCIN[[R Will 8£ REQUIR[O FOR ANY
WORK IN TH£ PUBLIC RIC/IT Of WAY. PRIOR TO PERMIT ISSUANCE, A
C[RT/FICAT[ OF INSURANCE /JUST 8£ FILED NA/JING TH£ CITY Of CARLSBAD AS
AN ADDITIONAL INSURED ON TH[ PERIJITTEE'S POLICY IN TH£ IJ/N/IJU/J AMOUNT
Of /1,000,000.00 FOR EACH OCCURR[NC[ Of LIABILITY. TH£ INSURANCE
COMPANY WI/IT/NC Tl/[ POLICY /JUST HA V[ A RA TIN() OF "A " OR BE'TT[R ANO A
SIZ[ CATEGORY OF CLASS V OR BETTER AS [STABL/SH[O BY ti[STS" KEY RATING CU/OE.
5. UNLESS EXEMPTED BY SECTION JOl.(b)5 or THE UNIFORIJ BU/LO/NC COO[,
R[TA/NING WALLS OUTSIDE Of PUBLIC RIGHT or WAY REQUIRE SEPARATE
PERMITS FROM TH[ BUILD/NC OEPARTIJ[NT.
6. NO WORK SHALL BE COIJ/J[NC[O UNTIL All PERMITS HAVE 8[[N OBTAINED FROM
Tl/[ CITY ANO OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER OO[S NOT AUT//ORIZ[ ANY
WORK OR GRADING TO B[ P[RFOR/JEO UNT/l TH[ PROPERTY OWNER'S PERIJ/SS/ON
//AS BEEN OBTAINED ANO A VALID GRAD/NC PERMIT //AS BEEN ISSUED.
8. NO REVISIONS WILL BE /JADE TO Tl/ESE PlANS WITHOUT THE WI/ITTEN APPROVAL
Of TH[ CITY ENGINEER, NOTED WITHIN THE REI/IS/ON BLOCK, ON THE
APPROPRIATE SHEET OF TH[ PlANS ANO THE TITLE S//E[T.
9. OR/C/NAl DRAWINGS SI/ALL BECOIJ[ TH[ PROPERTY or THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE OR/C/NAl DRAWING SHALL BE REI/IS[O TO REflECT AS-BUILT CONDITIONS
BY THE ENC/NEER-OF-WORK PRIOR TO FINAl ACCEPTANCE OF THE WORK BY THE
CITY.
II. ACCESS FOR FIRE ANO OTHER EMERGENCY V[H/CL[S SI/All BE IJA/NTAINEO TO
TH[ PROJECT SIT[ AT ALL Tl/JES OUR/NC CONSTRUCT/OM
12. WliERE TRENCHES ARE lf1TIIIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF.· (A) SUMMARY SHEET, (8) lABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAi ENC/NEER Of THE STATE Of
CALIFORNIA, PRINCIPALLY 00/NC BUSINESS IN THE FIELD OF APPLIED S0/lS
MECHANICS. THE SO/lS REPORT Will BE SUBMITTED TO T//E CITY ENCIN[[R/NC
INSPECTOR WITHIN TWO WORKING DAYS OF THE COIJPlETION Of Fl[LO. TESTS.
IJ. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
AOH[RENC[ TO RECOMMENOATIONS OUTUN[O IN TH[ SO/lS REPORT IS R[QUIR[O
PRIOR TO TH[ ISSUANCE Of A BU/LO/NC PERMIT. ALL CONTROLL[O GRAD/NC
SHALL BE DONE UNDER TH[ DIRECTION OF A PROF[SSIONAl [NC/N[ER Of THE
STA TE Of CALIFORNIA PR/NC/PALLY 00/NC BUSINESS IN THE F/[LO OF APPLIED
SO/lS MECHANICS. All Fill OR FUTURE Fill AREAS SHALL 8[ CONSTRUCTED IN
ACCORDANCE 111TH THE CITY OF CARlSBAO STANDARD SP[Clf/CAT/ONS ANO TH[
• EARTHWORK SPECIFICATIONS • ATTACHED TO TH[ PREUM/NARY SO/lS
INVEST/CAT/OM OA/lY FIELD COMPACTION REPORTS WILL 8[ SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PR[CONSTRUC//ON ME[TIN(l $//All BE //[LO AT THE SIT[ PRIOR TO TH[
1/[CINNINC OF WORK ANO SHALL BE A TTENOfO BY All R[PR[S[NTA TIV[S
RESPONSIBlE FOR CONSTRUCT/ON, INSP[C//ON, $/JP[RVIS/ON. TEST/NC ANO ALL
OTHFR ASP[C Of THE WORK. TH[ CONTRACTOR SI/All SCH[OUlE TH[ /,/[[TING
THROUGH THE PERMIT Cl[RK/1J8-J891) AT lEAST F/VE(5) WORK/NC
OA rs PRIOR TO STARTING CON5'TRUCTIOM APPROVED DRAWINGS MUST BE
AVA/lABl[ PRIOR TO SC//[DULING. TH[ CRAO/NC PERMIT Will 8£ PROV/0[0 BY
TH£ PROJECT INSPECTOR AT TH[ IJ[ETINC.
15. ALL INSP[CTION REQUESTS OTHER THAN FOR PRECONSTRUCTION M[[TINC Will 8[
MA"'7iyrliiUNC TH[ ENCIN[[RING ?4 11nuR INSP[CT/ON R[(,UfST I/ME AT
176" 4 -1891./NSPECTION RE< r.c /J/,'Sf B[ RICDVEO PRIOR T~ ~-n. P.M
ON TH[ OA Y BEFORE TH[ INSP[CT/ON IS N[EOEO. INSP[CTIONS lf1ll BE /JADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2: 00 P IJ. Will BE SCH[OUlEO FOR TWO FULL WORK OA YS LATER.
16. TH[ OWNER ANO/OR APPUCANT THROUGH Tl/[ OEVElOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN All SAFETY O[V/C[S, INClUO/NC
SHOR/NC, ANO SI/All 8[ SOLELY RESPONS/BlE FOR CONFORMING TO ALL lOCAl,
STATE ANO f[O[RAL SAFETY ANO HEALTH STANDARDS, lAWS ANO REGUlATIONS.
17. THE CONTRACTOR SHALL CONFORM TO lABOR COO[ SEC/ION 6105 BY SUBMITTING
A O[TA/l PLAN TO THE CITY [NCIN[[R ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHOR/NC, BRACING SlOPINC OR OTHER PROVIS/OMS TO 8[ /JADE
OF WORKER PROTECTION FROM THE HAZARD OF CAI/INC GROUND DURING THE
EXCAVATION Of SUCH TRENCH OR TRENCHES OR OUR/NG TH[ PIPE INSTALLATION
THERDN. THIS PLAN /JUST 8[ PREPARED FOR All TRENCHES FIVE FEET (5') OR
MOR[ IN DEPTH ANO APPROVED BY TH[ CITY [NC/NEER ANO/OR CONC[RN[O
AC[NCY PRIOR TO [XCAVAT/011 If TH[PlAN VARl[S FROM THE SHORING SYSTEM
STANDARDS [STABLISHEO BY TH£ CONSTRUCT/ON SAFETY ORO[RS, T/Tl[ 8
CAUFORNIA AOMINISTRA TIV[ CODE. TH[ PIAN SHALL BE PREPAR[I) BY A
R[GYSTEREO ENC/NEER AT TH[ CONTRACTORS EXPENSE. A COPY OF THE OSI/A
EXCAVATION PERMIT MUST 8£ SUBMITT[O TO THE INSPECTOR PRIOR TO EXCA VA /ION.
18. NO BlASTINC SHALL BE PERFORMED UNTIL A VALID BlAST/NC P[RIJIT HAS B[[N
08 TA/MEO FROM THE CITY OF CARlSBAD. SUB/JI T APPL/CATION FOR BlASTINC
PERMIT MU IN AO VANCE Of TH[ SCHEDULING OF BlAS//NG OPERA T/ONS.
19. If ANY ARCI/A[OlOC/CAL R[SO(IRCES AR£ OISCOV[R[O WITHIN ANY WORK AREA
OUR/NG CONSTRUCTION, OP[RAIIONS WILL CEASE /MM[OIA[[LY. ANO THE
PERM/TT[[ Will NOTIFY TH[ CITY [NC/N[ER. OPERA/IONS Will NOT RESTART
UNT/l THE P[RIJITTE[ HAS REC[/V[O W/1/TTEN AUTHORITY FROM THE CITY
[NGIN[ER TO DO SO.
20. All OPERA /IONS CONOUCTEO ON THE SITE OR AOJAC[NT THERETO, /NClUOING
WARMING UP, REPAIR, ARRIVAi, DEPARTURE OR OPERA /ION Of TRUCKS,
[ARTHIJOI/ING [QUIP/JENT, CONSTRUCTION [QUIP/JENT AND ANY OTHER ASSOCIATED
GRAD/NC [QUIPIJ[NT SHALL 8[ LIM/TEO TO TH[ PERIOD B[lWE[N 7.·00 A.M ANO
SUNSET EACH DAY. MONDAY Tl/RU FRIDAY ANO NO EARTHMOVING OR GRADING
OPERATIONS SHALL 8[ CONOUCT[O ON WEEKENDS OR HOL/OA YS. (A LIST OF CITY
1/0l/OA YS IS AVA/lABL[ AT THE ENCINE[R/NC OEPARTl,/[NT COUNTER.)
21. ALL OFF SITE I/AUL ROUTES SI/All BE SUBIJIT!EO BY TH[ CONTRACTOR TO TH[
CITY [NGIN[[R FOR APPROVAi Tift) FULL WORKIN(l OA YS PRIOR TO BEGINNING Of
WORK.
22. IMPORT IJAT[R/Al SHALL 8[ OBTA/N[O FRO/,/, ANO !/'ASTE MATERIAL SI/All 8[
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR
SHAU 8[ RESPONS/8/F FOR ANY DEBRIS OR OAIJAC[ OCCURRINC ALONG TH[ HA/Jl
ROUTES OR ADJACENT STR[[TS AS A R[SU/ T OF TH[ CRAOINC OP[RA T/ON.
23 BRUSH SI/All 8£ REMOVED ONLY WITHIN TH[ AREA TO 8[ GRAO[O. NO TR[[S ARE
TO BE R[/JOV[O UNlESS SPEC/flCAlL Y NOTED ON TH[ PLAN.
24. All AREAS SHALL 8[ CRAOEO TO DRAIN. CR AO/NC R[SUl TING IN TH[ PONO/NC OF
WATER IS NOT P[RMITT[O. All EARTHEN SWALES ANO DITCHES SHALL I/AV[ A
MINIMUM ON£ P[RC[NT SLOP[.
25. THESE PlANS ARE SUBJECT TO A S/6'N[O ANO APPROVED S[T Of EROSION
CONTROi PlANS. [ROS/ON CONTROi SHALL 8[ AS SHOWN ANO AS APPROVED BY
TH[ C/TY ENGINEER OR AS OIR[CT[O BY THE PROJECT INSPECTOR.
26. ALL SlOP[S SHALL BE TR/IJM[O TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS S[CT/011 TH[ SITE SHALL BE LEFT IN A NEAT ANO
OROERLY CONDlf/ON. All STONES, ROOTS OR OTHER DEBRIS SHALL 8[ R£/JOV£0
ANO DISPOSED OF AT A SITE APPROVED Of BY TH[ CITY ENC/N[ER.
27 ALL SlOPES SI/All BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSE[O[O
WITH/U J[N (10) DA rs Of THE TIM[ WHEN EACH SLOP[ IS BROUGHT TO GRAD[
AS SJ/Q/fJk!!,M TH[ APPROVED GRAD/NC PLANS.
GRADING PLANS FOR ,
EUCAL YPTUS LANE MS 04-:.'JB
IYORK TO BE fJONE
TH[ GRADING WORK SI/All CONSIST OF TH[ CONSTRUCTION OF All curs ANO FILLS, R[M[O/Al GRADING, ORA/MAC[
FACILITl[S, [ROS/ON CONTROi FACILIT![S, ANO PlANTINC Of PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUil T
GRAD/NC PlANS, AS-BUil T CEOlOCIC MAPS ANO REPORTS, All AS SHOWN OR R[QUIR[O ON THIS SET OF PlANS ANO TH[
CITY STANOAROS, SPECIF/CA T/ONS, REQUIREMENTS, R[SOlUTIONS ANO ORO/NANC[S C/T[O ON THESE PlANS.
TH[ CRAO/NC WORK SHALL 8[ PERFORMED IN ACCORDANCE WITH THE FOlLOWING OOCUIJ[NTS, CURRENT AT THE
TIM[ OF CONSTRUCT/OM AS 0/R[CTEO BY TH[ CITY ENG/N[[R.· CJWJING NOTES CONT/NlJEfJ:
28. lANOSCAPINC SHALL BE ACCOMPLISHED ON All SLOPES ANO PADS AS REQUIR[O
BY TH[ CITY OF CARLSBAD lANOSCAP[ MANUAi, THE lANDSCAPING PlANS FOR
THIS PROJECT, ORAIWNC NO. 429-51, ANO/OR AS DIRECTED BY TH[ CITY
ENCIN[[R OR PlA//NING 0/R[CTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COORO/NATE
TH[ WORK Of TH[S[ GRADING PlANS WITH THAT SHOWN ON BOTH TH[ lANOSCAPE
ANO /RR/CATION PLANS ANO TH[ 1/JPROVE/J[NT PLANS AS REQUIRED FOR Tl/IS
WORK IN ACCORDANCE WITH THE lANOSCAP[ MANUAi TIME R[QUIR[M[NTs.
JO. STORM DRAIN PIP[ SI/All 8[ R[INFORC[O CONCRETE PIPE WITH A /J/N/MUIJ
0-lOAO Of 1,350. FOR PR/VAT[ STORM DRAIN PIPES, UP TO 15" PVC /JAY BE
U//L/Z[O PROV/0[0 DEPTH IS LESS THAN 15 FEET ANO BACKFILl[O WITH J/4"
ROCK P[R SORSO S-4 TYPE •c• ANO PIPE MEETS AST!./ STANDARD JOJ4 FOR
SOR JS SOLID WALL PIP[.
JI. WHERE AN EXISTING PIP[ UM[ IS TO BE ABANOON[O AS A RESUl T OF THE
CRAOINC OPERAT/011 IT SHALL BE REMOVED WITHIN TWENTY FEET OF 8Ull0/NG
OR STREET AREAS ANO R[PLAC[O WITH PROP[Rl Y COIJPACT[O SOllS. IN OTHER
AREAS THE PIPE WILL BE PlUGC[O WITH CONCRETE OR R£/JOV£0 AS APPROVED BY
THE CITY [NC/NEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL [X/STINC FAC/Ll//[S
(ABOVE CROUNO ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFFICl[NTlY
AH[AO OF GRADING TO P[RIJIT TH[ REI/IS/ON Of TH[ CRAOINC PLANS IF IT IS
FOUND THAT TH[ ACTUAi LOCATIONS AR£ IN CO//FUCT WITH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALi NOTIFY AFFECTED UTILITY COIJPANl[S (SE[ BELOW) AT
lEAST 2 FULL WORKING OA rs PRIOR TO START/NC CRAOING NEAR Tl/[IR
FACILITIES ANO SI/All COOROI//AlE Tl/£ !/'ORK #1TH A COMPANY REPRESENTATIVE.
J4.
UNO[RGROUNO SERI/IC[ Al£RT
SOC&£
SBC
AOElPHIA COMMUN/CATIONS
COX COMMUN/CATIONS
CITY Of CARlSBAO (STREETS & STORM DRAIN)
'CITY OF CARLSBAD (SEWER, WATER & RECLA/MEO WATER)
'SAN 0/£6VITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
'VALL[C/TOS WATER DISTRICT
'OLIVEN//A/N WATER DISTRICT
'BUENA SAN/TA TION DISTRICT
A.
'AS APPROPRIATE
FOR CON TR"''"" GRAD/NC-THE APPLICANT HIRES A C/1//L [NC/NEER,
SO/lS ENGIN[[R, ANO/OR C[OLOC/ST TO C/V[ TECHNICAl ADI/IC[,
OBS[RV[ A//0 CONTROi THE WORK IN PROGRESS (15.16.120 .8/
CARlSBAO IJUNIC/PAl COO[.
8. PRIOR TO F/NAl APPROVAi OF A GRAD/NC PERMIT-Tl/[ FOlLOWINC
REPORTS /JUST BE SUBIJITTEO TO TH[ CITY [NC/N[[R I/IA THE
PROJECT INSPECTOR (15. 16.120 .9 & .10} CARLSBAD MUNICIPAl COOE.-
1-800-422-4/JJ
(800)660-1J4J
(800)892-0/23
(160)4J8-1141
(160)806-9809
(760)434-2980
(160)438-2122
(160)6JJ-2650
(760)15J-0155
(760)144-0460
(760)753-6466
(760)726-IJ40
SOILS ENCINEER's CERTIFICATE
1. OP.tJ_~f; L _e · A 0~'7!-REc,sT[R[o aV11 ENc/NEER 1N TH[ srATE oF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl/[ FIELD Of APPLIED SOil MECHANICS,
HEREBY CERTIFY THAT A SAMPLING ANO STUDY Of TH[ SOIL CONDITIONS PREVALENT lf1THIN
THIS SITE WAS IJAO[ BY C[OSO/lS, INC., /NCORPORAT[O B[T!l'[EN THE OATES Of MAY /J,
2004 ANO /JAY 26, 2004. I I/AV[ Rf'l7£WEO TH[ SOILS REPORT ANO ACREE WITH THE
CONCLUSIONS ANO RECOMMENOA//ONS PER MY UPDATED REPORT DATED JANUARY JO, 2007.
TWO COPIES OF THE SOllS REPORT COMP/lEO FROM THIS STUDY. WITH RECOIJMENOATIONS,
ANO MY l[TTE~S Ei [: S'r'JT[O TO TH[ OFFICE Of TH[ CITY [Ml/NEER. •
SICN£0: _-1.-.::L-1--'?f.YJ~ __ :..____ ?~orEss10
R.C.[.. NO.: j60J. 7 ef;_,,,~L B ~"~\
" ,, z \I' ENo.36037 fll * xp. 6-30-03 ;v OA T[.· ___ z_.,_---'-f>_-_o_>f.:...._ ___ _
LICENSE EXP/RAT/ON DA TE.· __ ,(;,.;,_-c,?c,~c.._-_O:::.,,,.i,c.._ * ~J\... CIV\\. ~"?"
:~-OFCAUfO'<'
O'IYNE.H'S' CEH1'IFICA1'E
I (WE) HEREBY CERTIFY THAT A REC/STEREO SO!lS [NC/NEER OR GEOLOGIST
HAS BEEN OR Will 8£ RETAINED TO SUPERI/IS[ OVER-All CRAOINC ACT/1//TY
ANO ADI/IS[ ON THE COMPACTION ANO STABILITY Of TH[ SIT[.
FAM/lY REAL £STAT[ [NT[RPRISES, lLC.
560 N. COAST HIC//WAY 101, STE I
[NC/NITAS, l~ 92024
(858) 864-8196
M''J.===-OAT£.· ,'3-/-{)'l
Mv,./o<k
-V '/
CIVIL ENC/NEER OlfNER/pEVELOPER: •
•
T Ht. SE.A loR \G.1~, CO MPAN Y
432Z SEA 11'1>.\G l-rf FL.-Ac.E;
CARLSBAD, CALIFORNIA 92008
PELLE.GRl~IO FICAJ?.AL A MAKR.l<oc D Ml\f.l
560 II COAST HIGHWAY 101, Sit I
CITY Of /4l OCEANSIDE
HIGHWAY
\~ , ~ {.:os~ 1wt
l~t I i_ r --·-,-,(
'-". -
CITY Of ENCINITAS '
VICINITY MAP
NO SCALE
I. CARLSBAD MUNICIPAL COO[
2 CITY OF CARlSBAO STANDARDS.
J THIS SET OF PLANS.
4. PlANNINC COIJIJISSION RESOLUTION NO. 5942 Tl/RU 5945, OAT[O AUGUST J, 2005.
5. TH[ STANOARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (Gll[[N BOOK).
6. SOILS REPORT ANO RECOMM[NOATIONS BY C[OSO/lS, INC. DATED MAY 26, 2004. SLOPE [VAlUAT!ON lETT[R ANO
R[CO/JIJ[NOATIONS PREPAR[O BY SOUTHERN CALIFORNIA SOILS & TES/INC, INC. DATED OCTOBER 28, 2004 ANO
UPDATED SO/lS REPORT PREPARED BY SOUTHERN CALIFORNIA SO/lS &-TESTING, INC. OATEO JANUARY JO, 2007.
7. THE SAN 0/[CO REGIONAL STANOARO DRAWINGS ANO AS MAY BE /JOO/FIEO BY Tl/£ CITY OF CARLSBAD STANDARDS.
8. [NVIR0//1./[NTAL APPROVAi OOCUIJENTS DA TED AUGUST J, 2005.
9. STORM WATER MANAC[MENT PlAN (S!/'1,/P) FOR EUCALYPTUS lANE PREPARED OCTOBER 2006 BY O'oAY CONSULTANTS, INC.
10. STORM WATER POLLUTION PREVENTION PIAN (SWPPP) FOR [UCAlYPTUS lANE PREPARED OCTOBER 2006 BY O'oAY
CONSUi TANTS, INC. W0/0 NO. 9J7CJ42924
II. THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQUA}, STORM WATER B[ST MANAC[IJENT
PRACTICE, CONSTRUCTION HANDBOOK ANO TH[ STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCT/ON
SITE BEST MANACEM[NT PRACTICES (BMP) MANUAL.
LECENfJ
DESCRIPTION STD. DWG,
SUBDIVISION BOUNOAR Y. ' . ' ' ' ' ' . ' . ' ... '
lOT LINES ...•..... , .•........ , ..•.
PROPOS[OCONTOUR ••• ,.,,.,,, •.. , .. , ••
EXISTING CONTOUR ...... , , ...•.. , ..... .
CONCRETE DRIVEWAY. ... , ..... , . , . , . , .. .
OAYllCHTl/NE,,,,,.,.,,,,,,,, .... ,,,
SYMBOL
----110 -
_____ ,10 -
CUI/Fill LIN[, , . , • , ...•••.••••••••.• ,-/✓-✓/ F
EXISTING SPOT [l[VA TION. • , • • • • • • . • . . , • . •
PROPOSED SPOT [LEVA TION. • • , ••• , . . . • • . • . .
lOT NO. .•.....•....•.•.....•.
PAO ELEVATION, , , , , , , , , , , , , , , , , , , . ' ' ' '
EXIST. STREET GRADES. • . • • • • • . . . • . . • • . . . .
BROW DITCH ...•.•.....•... 0-75A! •.•••
V[GETA TEO SWALE ..•. , ..•..•.•....•. , .
DRAINAGE PATH ...•..........
+ 215.3
___ziL--
LOT!
JP[:J02.5I
(215.8)
~ ~
< <
QUANTITY
10,600 s.r.
1.19 A.C.
(1) flNAl REPORT BY SUPERI/ISINC GRADING ENC/NEER STA TING ALL
GRAD/NC IS COIJPlET[. All [ROS/ON CONfROl, SlOPE PlANTING
ANO /RR/GA TION ARE INSTALlEO IN CONFORMANC[ WITH arr
CODE ANO TH[ APPROVED PLANS (OBTAIN SAIJPl[ Of COIJPLIANC[
lETT[R FROM CITY [NC/NEER/NC O[PARTM[NT).
L (160) 120 -oo'? & ~-~--~ -[NC/NITAS, CA 92024
760-406 -OB64 SHEET INfJEX RETAINING WAlLS (PER SEPARATE PERMIT). -~-------=--?JO S.F.
SOUND WALLS (PER SEPARATE PERMIT). , • , •.•.•.
(2) AS-BUil T GRADING PlAN.
(J) REPORT FROM TH[ SO/lS ENC/N[[R, WHICH INCLUDES
R[COMMENO[O SOIL BEAR/NC CAPAC/I/ES, A STATEMENT AS TO
TH[ EXPANSIVE QUALITY OF THE SOil, ANO SUIJMAR/[S or
fl[LO ANO LABORATORY TESTS. THE REPORT SHAil AlSO
INCLUDE A STATEMENT BY TH[ SO/lS [NGIN[[R THAT THE
GRAD/NC WAS DONE IN ACCORDANCE WITH Tl/[ R[QUIR[M[NTS ANO
RECOIJ/J[NOAT/ONS OUTllN[O IN TH[ PR[L/1,//NARY SOILS REPORT
ANO ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BU/lT GEOlOCIC PlAN, IF R[QUIR[D BY THE
CITY.
Ji UNl[SS A GRAD/NC PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER TH£ CITY ENG/N[[R'S APPROVAi, THESE PLANS MAY BE REQUIRED
TO BE R[SUBMI TTEO FOR PlANCHECK. PLANCH[CK FEES Will BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SO/lS REPORTS TITL[O PR[UIJINARY CcOTECHNICAL [VA/I/AT/ON APN 208 040 05-00,
499/J [(!CAL YPTUS /AN[, CARlSBAO. CALIFORNIA. OAT[O /JAY 26, 2004 PR[PAR[O BY
CEOSO/lS, INC., ANO SLOP[ [VALUATION lETTER ANO RECOIJIJ[NOAT/ONS PR[PAREO BY
SOUTHERN CALIFORNIA SO/lS & TESTING, INC. DATED OCTOBER 28, 2004 SHAll 8[
CONSIO[R[O AS A PART or THIS GRADING PlAN. All CRAO/NC SI/All BE DONE IN
ACCORDANCE WITH TH[ R[COIJMENOA TIONS ANO SPECIF/CA T/ONS CONTAl//£0 IN SAID SO!lS
REPORT.
LEGAL fJESCRIPTJON
A PORTION Of lOT 7" Of THE RANCHO AGUA H[OIONOA, IN Tl/£ COUNTY Of SAN DIEGO,
STATE OF CALIFORNIA, ACCOROINC TO PARTITION IJAP THEREOF NO. 823, Fll£0 Ill THE
OFFICE OF THE COUNTY R[CORO[R Of SAN 0/[CO COUNTY, MOVEIJB[R 16, 1896. .
TOGETHER WITH
AN EASE/JENT ANO RIC/IT Of THE WAY FOR ROAD, S[!l'[R, il'AT[R, GAS, POWER ANO
TElEPHON[ LINES ANO APPURTENANCES THERETO TO 8[ USED IN COMMON WIT// THE
GRANTOR'S ANO OTHERS OVER, UNOER, AlONC ANO ACROSS A STRIP Of LANO J0.00 FEET
WIDE IN LOT 7" OF Tl/[ RANCHO AGUA HEOIONOA, IN THE COUNTY Of SAN 0/[CO, STATE
OF CALIFORNIA, ACCORD/NC TO PARTITION MAP THEREOF NO. 823, F/L[O IN !HE Off/C[ OF
TH[ COUNTY R[CORO[R OF SAID COUNTY. NOVEMB[R /6, 1896.
EXC[P//NC FROM SAID [ASE/JENT THAT PORTION THEREOF WHICH LIES WITHIN SAID PORTION
OF lOT I.
TREATMENT CONTROL BMP TABLE
MAINTENANCE MAINTENANCE TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET No, FREQUENCY
810-TC-JO VEG[TAT[O INOIVIOUAl OWNf_R
I
2
J
4
5
TITLE SHEET
SECTIONS & D[TAllS
GRADING PLANS
EROSION CONTROL NOTES & O[TAIIS
[ROS/ON CONTROL PLANS
EARTff!YORK OlfANTJTJES
cut 1,886 C. Y. +ZZO C"'/ fOR. f'(,'J. °2.
fill: 2,836 C. Y. -t'lZO c-1 f'Ul2 Rlf.'/· Z -,_
IMPORT.· 950 C. Y. -
R[/J[OIAL: 5,730 C. Y.
NOTE.·
THESE QUANTl//[S AR[ FOR BONO/NG PURPOSES ONLY.
THEY oa NOT INCLUO[ SHRINKAC[ OR EXPANSION OR
R[IJ[D/Al GRAD/NC QUANTITIES. ACTUAi QUANTIT![S
/JAY VARY.
REFERENCE PLANS
TOP Of WAll. • • . • . . . . . . . . . . . . . . , • . . .
BOTTOM OF !/'All {FINISH SURFACE) ••• , •.•..•. , ,
cur OR FILL SLOPE L/N[S. , . , . , . , , .....• , , •
RIP RAP (MO. 2 BACKING). , , . , , , . • 0-40( ' . ' . '
TYPE 'r' CATCH BASIN ........... 0-1 .
12" PVC STORIJORAIN .. , ..... , , , ..... , . , ,
STRAIGHT HEADWALL . . . . . . . • . . . ,0-JO.
AC SPILLWAY, , , , , , , , , , , , , , , .0-22.
NOT[.-QUANTITIES SHOWN HEREON AR[ FOR BONO/NC PURPOSES ONl Y.
ACTUAL QUANTITIES ,114 Y VARY.
All STANOARO DRAW/NC NUMBERS R[f[R TO SAN Ol[GO REC/ONA/
STANDARD DRAW/NC UNLESS NOTED OTl/[RWIS[.
' AS IJOOIF![O BY CITY Of CALRSBAO STANDARDS.
~
awToo.00
~LSM'fl&i
~
[QI====
-----1 -----
£
8 [A
I EA
20 LF
I [A
I EA
-
ENCJNEER's NOTES
PVT fllTRATION SWAlE MAINTAINS 8/JPS
lOCATEO ON THEIR
J AS N££0[0 369-7
J69-1A
J11-J8
I. REI/IS/ON OF THESE PlANS IJA Y BE REQUIRED IF THE PROPOSED
IMPROV[IJ[NTS ARE I/OT CONSTRUCTED PRIOR TO TH[ DEADLINE DATE OF TH[
IMPROVEIJ[NT ACR[EM[NT.
2. THE EXIST[NC[ ANO lOCA T/ON Of UTILITY STRUCTURES ANO FACIL/Tl[S SHOWN
ON THE CO//STRUCTION PlANS !l'[R[ OBTAIN[O BY A SEARCH Of THE AVA/lABlE
RECORDS. ATTENTION IS CALLEO TO TH[ POSS/Bl£ EXISTENCE Of OTHER
UTILITY FAC/L/Tl[S OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON TH[ PlANS. THE CONTRACTOR IS R[QUIR[D TO TAK[ OU[
PRECAUTIONARY MEASURES TO PROTECT TH[ UTILITIES SHOWN ON THE PlANS ANO
ANY OTHER EXIST/NC FAC/L/Tl[S OR STRUCTURES NOT SHOWN.
J THE CONTRACTOR SHALL VERIFY THE LOCAi/ON Of All EXISTING FACILITIES
(ABOVEGROUND ANO UNOERGROUNO) WITHIN THE PROJECT SIT[ SUFFICl[NTL Y
AHEAD OF THE CONSTRUCT/ON TO PERMIT THE R[VISIONS OF THE CONSTRUCTION
PLANS If IT IS FOUND THAT TH[ ACTUAL LOCA T/ONS ARE IN CONFLICT WITH
TH[ PROPOSED WORK.
fJECLARATJON OF RESPONSIBLE CHARGE
I HER[B Y OE CLARE THAT I AM TH[ [NCIN[[R Of WORK FOR THIS
PROJECT, THAT I /IA V[ EX[RC/S[O RESPONSIBLE Cl/ARC[ OVER THE
O[S/GN ON THE PROJECT AS OEFIN[O IN SECTION 610J OF TH[ BUSINESS
ANO PROFESSIONS COO[, ANO THAT THE O[S/CN IS CONSISTENT WITH
CURRENT STANDARDS.
I UNO[RSTANO THAT Tl/£ CHECK OF PROJECT DRAWINGS ANO
SPECIFICATIONS BY TH[ CITY OF CARlSBAO OO[S NOT R[L/[V[ 1,/[,
AS ENGIN[ER or WORK, OF IJY RESPONS/8/L/Tl[S FOR PROJECT OESICN. ..J~
o'o. =ca-;:;11:::'StA:-::1-::rA:::N-::rs,:--1,c::wc.::-.------~~.,..,~,...._~.....--1-----,4-::E's-·£:--,.,-s~·"11.1~G~\lr..=T COMPAN Y
2110 l AVENUE WEST, SUIT!' 00 "1 3 Z-Z. sieA l5Rl<oH1 !'lAC6
CARLSBAD, ORN/A 920. c:AJ1.L. ';5 1'.i;AP, e,A 0'2.()06
(160) 9;1-1100 7.,0 .. •,2 0 _. 0 o")S
d
T/1,%/AS L CU/MN
71.C.[. NO. 69011
4/1&/1z.. o,.,,e:
E-~P. ;; \3il 1'1
'-./',
RESPECTIVE PROP[RTY
~ " AS$UMP"f \ON O'f-RE:.:SPOHSIBLE: G AAR.GE
As OF "1\i&\ ii J :r. il\?:ti:c.11'/ ASS 01'11;; xe:~O~\~\elLE ,tt\AF,<at!: f OIZ-
P E s,~i-1 Cf\AtiGE.S ,o ·r111s P?.AW \N C:,,
J?.9:¼d;: [) '5 ,¼f, RCE:l\'..1._%302, cY.P <>l:s 1\tl
\l.o l!,e;e:r o. S i.Jl<U P
'T r\12: 'SEA. T!,R\G\.r r <:✓OMf'AN '/
'1 ~e,2, 5'c.f>. B RIG\\'f f'LAC.s', C AR,t..Sl3AP, e,A ")2008
7/dJ -'/ZO • 00'18
BENCHMARK:
DESCRIPTION: 2.5" BRASS DISK
MARKED ClSB-109, LS. 6215
PROJECT LOCATION DESIGl:i§'.D BY: S.K. DATE: JULY 2°,,.,,.,,,
DRAWN a\',,,.. 8.8., C.f. SCALE: @:'.SHOWN
THIS PROJECT IS lOCATEO WITHIN ASSESSORS PARC[l NO. 208-040-05. PROJECT MGR .. 1.l.G. JO NO.: 06-1 163
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT ISM 2000 ANOE 6237.
:':---. -7''/ (
C O N S ti-...' /I
0
' N T S f------'..::,,.,L--------J (
SOURCE OF TOPOGRAPHY
TOPOCRAP//Y SHOWN ON THESE PLANS !/'AS C[N[RAT[O BY A A[R/Al
TOPOCRAPHIC SURVEY BY PHOTO G[OO[TIC CORPORATION BASEO UPON DATA
CATHEREO ON JANUARY 23, 2006, FEBRUARY /J, 2006, FEBRUARY 21, 2006,
ANO MARCH IJ, 2006. TOPOCRAPHY SHOWN HEREON CONFORMS TO NATIONAL
MAP ACCURACY STANDARDS.
-2710 Lo~er f.•· ue "---Ci"il ~ng;mming ENGINEER OF WO : ~-(
"'1te 100 ~,ng A /
760-931-7700 Surveying ~ , , •.. _
CorlsbGd, C , .. rnio 92010 Proc,·og
ax: 760-931 -6660 -:17 .-,,:;,;,,-,:.,_.-' / -~ . DATE: ~/..::0 .7
Pµ_NNIN G DEPARTMENT APPRO VAL ~ 21ui DATE:i:Jj!z/:)7 {SIGNED) ~ N E U .Pl.INNING DIRECTOR £/4 ··• 14! ...-::::::::: DATE: .I''/< ~10 l' ~1
RECOMMENDED DY: 0.,./ f4_,vc,V\
(PRJ.NT NAME)
-JffOMAS L. GU INN RCE: 69017'-.
"AS BUil T"
'R~a 0 ~~ 8li l 14
RCE Z8 302-EXP . .3_'3 \ )i (:, DATE
REVIEWED iY: dkl-/j, c..-.,..~ _1k/L.L -~ I INSPECTOR DATE
t--t--t------------1----1----+----I---I I SHE1ET I CITY OF CARLSBAD I SHE5ETS I
:=::::::::::::'..=:==:EN:::G::::IN:::E::::E::::R:::IN::G=:D:::EP:::A::::R:::n:::, E::::N:::T==::..::=:::::::=:
GI/AO/NG Pl.ANS:
LOCATION: SOUTH SIDE CANNON RO. 0.2 /JI W[ST Of
El CAMINO REAL. J f[ET FROM CURB SET
IN ORA/MAC[ BOX INLET
EUCALYPTUS LAN£
TITLE SHEET & NOTES
APPROVED /J , ~/ / /, __
) * EXP. 6/JOI *
?Ji CiV\\. ~'<c 1< OF CAL I ,<513
RECORD FROM: ROS 11271
ELEVATION:
DATUM:
26.135 I.ISL.
NCI/IJ 29
In ~11:IIJ .;~)'-' Nf.E,I('. OF R<-COR". &"-f'lJlq!
s.n-3 :i.t~l lir-~wv 'I.. ~r.c.'1 0.u :;111. -z.
~1"'/2",a",/.1"'0-l-'lll:" .n•S~-f-'lo'-'-'-\'-'R£l:'-"=1st:,,D::...,,GR"'~"'Of."S"--'i0"'~LL=S:'-'c»'/f=__,Sli""-Cllc,ON'.!!:=.~-'!c!...i~lil£T!c'cl._..j.'?{j}_"",o U.I .
DATE INITIAL DATE INITIAL
'<1,710
DATE
E,vP
INITIAL
ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL
l:\061163\0663AG01.DWG Feb 06, 2007 11:36cun
Xrefs: 0663AG
=~=-IJ,....(~· =,.ryJ'~ -_-_ --=-'D"'AY"'ID'-"'A.,c'H-"'A""US"'E"-R ~-~/o 7
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DAT~
DWN BY: --~~ ·
CHKD BY: C,iVP
RVWD BY:
PROJECT NO.
M.S. 04-!8
DRAWING NO.
440-9A
"J
i -~ :r
.+;
,-:~ ., . ·.,
.,."i
'
..
;
·'"
,.
" .
, i i
. ' :
,.;
' I '
-/
070607
~[ .
os2s12
)
)
SOUTH
R/W
PROPOSED ROAD WIDENING
4.5'
MIN.
to' MIN.
5.5'
2%
VARIES
VARIES
53'
--------
2' MIN.
63'
45'
RAISED CENTER
MEO/AN TO r MATCHCITY
DRAWING No. 377-38
EXISTING
ELEVATIONS
---
--------------
•' -------
T.f.; 9.0
5' MIN.
2'
0.5'
__/ -
TYPICAL PAIJ CRAJ)INC 5' SIDEWALK »
6" TYPE 'G-2' 5'
CURB & GUTfER TYP.
STREET UNDERCUT
'ACTUAL STRUCTURAL SECTION TO BE DETERMINED
AFTER R-VALUE TEST ARE CONDUCTED.
NO SCALE
NOTE/I
ELECTRONIC DATA RLES ARE FOR REFERENCE
ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL
OR ',ERTICAL SURfEY CONTROL
EL CA},/INO BEAL
PER OHC. 440-98
NO SCALE
L ~,.r~==-;;:======:'.jo.
68.00V Jh~"'-
TYPE 'F' C.8. J
PER SORSO 0-7
12 Ve S.O,
.0 "AIL TYPE 'F'
NO SCALE
Tf\\:. -;;.E.A SR\Gr\T COW\PANY
432.Z 5c.-A ~RIC:.,1\-r PLACE:
cA12Li;; ~A.O, cA ~z.oa e,
\:Jr\. v/60-'J'Z.O ·· 00"'.13
Fl>X ~//;,O--120-OO'J ~
271 0 Loker Ave West
Suite 100
Corlsbod, r. ifornia 92010
760-931-7700
Fax: 760-931-8680
Civil Engineering
Pl'lQ_ning
Proc ing
Surveyin
DE ~ BY: S.K.
DRAWN 8'0-, B.B., C.F.
PROJECT MG;::::T G.
/
( {
10' VARIES VARIES VARIES
,
I 2' 6' 16'
ORlfEWAY
/ ;//
I
' 1,,' Wocil)Evr
Ft,;J'l<:.E,
i ~Nffe!'lltli.
\,
ccz 2% c., CAI.I/NO REAL n==:::::r----
SHALLOW fEGETATEO
SWALE .OETAIL C-C
SCALE: ~~!ll!!rL-
0.: 06-1163
DATE:
RCE:
NO SCALE i
i'!
1 1,e: S.Ef>.. i!,k'.IG~T COMflAN)'
4~'2.Z. s€,A 'QRIG\•rr PL.ACE/ C1'F-L-.,'?.,AD, CA "?'2.008
''!CaO-v-12.0~ OO~B
"AS-BUILT "
EXP. ___ _ DAfE
:?Jlf~
/~I SPECTOR
3/u/tf
DATE
2' PAR )(WAY
\
/6' LOT 3 !4-----z1=• /~ LOT 2
· · CLRB I: GUTTER PER~ G'-2 (TYPE G)
2•/0 ., .. : . . . ~,.-.-~
f" ••••• ' •• ,; ' •• ,., •••• •• •'
BENCHMARK:
DESCRIPTION: 2.5' BRASS DISK
MARKED CLSB-109, L.S. 6215
LOCATION: SOUTH SIDE CANNON RO. 0.2 Ml. WEST OF
EL CAMINO REAL. 3 FEET FROM CURB SET
IN DRAINAGE BOX INLET
RECORD FROM: ROS 1721/
ELEVATION:
DATUM:
26./35 MSL.
NCVO 29
1✓.n,a iii. v.o.c:.
'
1/:z.0/10 "l \
OATE 1NITIAL
ENGINEER OF WORK
\
I
l .
NORTH
R/W
1i, ~lE.\ll E.NGIIJ1:#R. Cf' WOP.Y. IZINISfi 0'/iJJ't
l( .. 51,c,-nQH.~ RE:'11.:iE nirTAIL
I,\ REVISE{) GRA!XS WALLS DWY S[CliONS ~ INLET
REVISION DESCRIPTION
10'
EXISTING
SIDEWALK
40'
I
EXISTING ([_ CURB FACE
& SIDEWALK
EXISTING CURB FACE l
~ 2% -----------~-
EXISTING EUCALYPTUS LANE
NO SCALE
10'
EXISTING
\SIDEWALK
...
SOUTH
R/W
I 1. o' I 1(,!,_J,f f.?;!;f,'AfL
f-.------Z'l~,-Lo-'-,-1--'---------+I-IB---11 _7;ff65J/;J;
,
JI; LOT '-/
STRUCTURAL
SECTION PER --=cC:::::::'..--
SOILS REPORT
I -1%:1 j P£"MIT
TYPE II' ROLLED CURB I /
SEE DETAIL II' ...... 1
1
PER SORSO 'G-4'/\ I ,W,f -1
HEREON -------.__ I I
• ;il' 2·
UR/ES ~
\ ...
DEEPENED__,,.
FOOTINGS
l_ 5' .
MIN. HORIZ.
CURB 'ALL FOO WG
TYPICAL J).RJVElfAY SECTION LOTS 1 t! 4-
No SCALE
\__...-, .... -,.•-"·_,,,r------~,...,,--1~____,.... ___ _
2. J'-lj
DATE INITIAL
OTHER APPROVAL
1'-1a" / '-6"
5/8' 9:, 1/21? ~~ R;2'6" <3::::i
{ 6 OQ ,JR;2' 6" ~
<} 6 0
<} 6
Q "
12
DETAIL :4 ' -TYPE
ROLLED CURB AREA
1/u/io "'-VP
'J(_-,/10 L i,f'
DATE INITIAL
CITY /1.PPROVAL
PER SORSO G--1
NO SCALE
I SH2ET I CITY OF CARISBAD I SH5TS I
ENGINEERING DEPARTMENT
(lRAJ)/N(l PLANS:
SECTIONS ANO DETAILS
APPROVE~ , d. <..-_/ zrc...-DAVID A. HAUSER 6~-h_
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER DATE
DWN BY: PROJECT NO, DRAWING NO,
CHKD BY: GVP
RVWD BY: M.S. 04-18 440-9A
I: \D61163\D663AGD2.DWG Feb 22, 2007 12: 13pm
Xrefs: 066JAG
P-'-' --
' ' I
(:._·
. ' ' .i
. '
05251 Z
1070607
;/
y
NOT£!!
/
:
ELECTRO/VIC OATA RLES AR£ FOR REHR£1/C£
0/Vl Y ANO ARE NOT TV 8£ USll} FOR HORIZONTAL
OR ',Vil/CAL Sl/RW:Y CONTROi.
2710
THE SEA BRIGHT COMPANY
4322 SEA BRIGHT PLACE
CARLSBAD, CA 92008
PH/FAX (760) 720-0098
92010
-931-7700
x: 760-931-6680
ENGINEER OF WOR_.K-.. I
1(~0-~~
ROBERT 0. SUKUP RCE202
DATE: -'-=''-' !1,j,11!!:...._
DRA •"""'...,...-'!.c""--SCALE::~ ~:i!!:!.l!!!Jl._
PROJECT 0.: 06-1163
"AS-BUILT "
EXP,, ___ _ DATE
; ' INSPECTOR
3/41,/Jf
DATE
DESCRIPTION:
LOCATION:
2. 5• BRASS 0/SK
MARKED CI.S8-109, l.S. 6215
SOUTH 510£ CANNON RO. Q2 Ill. ltITT OF
£1. CAIi/NO REAL. J F££T FROM CURB SET
IN ORA/NACE BOX INLET
RECORD FROM: ROS 11211
ELEVATION: 26.135 /ISi..
DATUM:
I 'II /f,/)2, y fl.,:,. AA
1/28/10 1,,
DATE INITIAi.
ENGINEER OF WORK
31 01'-p
31 OF'
:·:.: ... ~ ......
···: .. ~+-
2' 16' 2' -
'(:'/. I G l.A.S5
ALL
CURB .t CUTTER PER
C-2 (rtPE C) 2%
STRUCTURAL
SECTION PER
SCiLS REPORT
SECTION A-A
NO SCAL£
1.5' 10' 1.5'
RIP RAP PER S.O.R. S.O. O-,l(J
rtP£ 2 T=1.0' 207L)x107W)
·i ·. -c:':.,
SECTION D-D
--.__ ROCK a.ASS=NQ 2 BACK/NC
Fll TER BLANKET = !' ll/lCK
6•~ 1/-,• ACGRECA T£
NO SCAL£ 6•~ SANO
Af'Pl?.OX.. 2.' OF-
co l!, 1M£. S -~ T e()Gt. .
Of PVf"l 1 ~
DRl4/NAG£ OP£NING D£TAIL
NO SCALE
----£OGE OF PA',£11£NT
r ;
.. ,Vi l l f ,·
~-ROKRIPRAP / / . 2 BAC~ING
SDRSD Dr40
5'X1 '
BIO ~ETENTION SINS, c/? I/ 6" OF PONDI DEPTH,
18" OF/ENGIN~E Ft SOI.I/BELOW
PLANT WIT SALT GRASS
(TY OF 4 )'
I
PRESS CENTER
W"l f
TREATMENT CONTROL
BMP TABLE
DESCRIPTION QUANTITY
8/0RETEN T!ON BASIN I EA.
I SH~ET I CITY OF CARLSBAD I SH~:TS I
ENGINEERING CEPARTMENT
--GRADING PL◄N:i:
NEW ENGINEER OF WORK. AOO 8/0I/ETENT/0/V BASIN, <jlZUJZ 6vf'
REVISED OVWY, REV/SEO LATERALS. AOOEO £UCAL YPTUS LAN£
RECOf/0£0 £AS£11£NTS, REPLACES SHEET
/iESIGNED 2/2/10 :;;;v"'X -I. M 1/Z1!_ht
REVISED GRADES. WALLS, owr SEC110NS .t INLET
1 . 2,e... ' GI.EN VAN PESXI
RCE 41204 EXPIRES 3-31-13 CITY ENGINEER DATE
REPLACES SHEET ORIG/NALLY SIGNED 6/22/07
I
I DRAWING NO. DATE INITIAL DATE INITIAL DWN BY: '<f,,Y:, PROJECT NO.
REVISION DESCRIPTION CHKD BY•(, ff: M.S. 04-18 01HER APPROVAL CITY APPROVAi. RVWD BY: 440-9A
..
' '
.1_ ::_:_:;
l ,.,
' \
052512
0
w~
0 .r::,. ..... .r::,.
(J1 9
~
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RACH£L MULLIN AT (858) 864-8196.
2. £QUIPM£NT AND WORKERS FOR EMERGENCY WORK SHALL 8E MADE AVAILABLE AT ALL
TfMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8E
STOCKPILED ON SITE AT CONVENIENT LOCATfONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WH£N RAIN IS £M/N£NT.
J. DEVICES SHOWN ON PLANS SHALL NOT 8£ MOV£D OR MODIFIED WITHOUT THE APPROVAL
OF TH£ £NG/NEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE: ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADD/T/ONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY £NGINE£R DUE TO UNCOMPLETED GRADING OP[RATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROV/OE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. .HYDROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MOR[ IN Hf/GHT ANO ADJACENT TD A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITfONS
EXIST:
a. NOT SCH[OULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED /N ACCORDANCE WITH THE FOLLOWING
CRITERIA:
c.
D.
E.
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL B£ IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE'S AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3. IRRIGATfON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWfH OF THE HYDROSEEDED GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. P[R ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILL[FOLIA
e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITtMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST 8E I NOC ULA TED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYOROSEEOING.
1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA OEPARTME:NT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WITTING AGENTS MAY BE ADDED TO THE HYORCSEEO
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCf! (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USEO IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE: SULFATE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROS£EDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT !T IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE: SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADD!TION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWfH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
50'MIN.
PUBLIC RIGHT-
OF -WAY
EXISTING GROUND PUBLIC RIGHT-OF-WAY
30' MIN.·
T STEEL SHAK-::LATES/ ) }
RUMBLE RACKS /
FENCE/BARRIER TO RESTRICT ----
TRAFIC TO CONSTRUCTION ENTRANCE PROVIDE APPROPRIATE TRANSITION
BETW[EN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
STABILlZED CONSTRUCTION ENTRANCE
FLow----
~ijt~£ 1 \JSLU
FLOW----
2;(
2' IN G
VERTICAL FACE
WIRE OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
ANCHQRING IJ@IL
GE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TU
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
FILL SLOPE
9 IN (23 CM)
MIN.
2 FT
(0.6 M)
EARTHEN RIDGE
UNLINED SWALE & BERM
WIRE SCREEN
FILTERED WA TfR
GRAVEL FILTER
SEDIMENT
..... --
-DROP INLET
WITH GRATE
~-CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
COMPACTED SOIL
TO PREVE:NT PIPING
STRAW BALES
STAKED WITH
STAKES PER
END AND SIDE
OVERLAP AT
CORNERS
FLOW
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPtD
GRAVEL BAGS
0
0
0
0
LOG CHECK DAM
A
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
j
COARSE AGGREGRATE
l
FLOW 24 IN (61 CM)
L=DISTANCE SUCH THAT POINTS
A AND B AR£ OF EQUAL ELEVATION
= l ;=y;~-::ffi'.:..::=fn-:--i i·-1-_, , A L ---
. I I '; i ' i '---,L~,·1-~n~~~:1==-.::::r u~~;_~_:0~_~__:fT\::-J I
GRAVEL CHECK DAM
VER llCAL SPACING
VARIES BETWEEN
8' TO 10'
NOT£: INSTALL FIBER
ROLL ALONG A LEVEL
CONTOUR
4" MAX
12'' MIN
,r-flBER ROLL
/ 4" Ml!✓•
-3/4'xJ/4' /!DOD STAKES
MAX 4' SPACING
SEE DETAIL A80vf
FIBER ROLL
C ~/~~:lr S
2710 Loker Avenue Ci11il Engineering
S;,;ite 100 Pkmning
Cor1abod, Caiifornlo 92010 Processing
760-931-7700 Surveying
Fox: 760-931-8680
/1\
DATE IN!TIAL
ENGINEER OF WORK REVISION DESCRIPTION
LEGEND
DJilSCRIPTION
STAB!LlZED CONSTRUCTION ENTRANCE
GRAVEL BAGS
SILT FENCE
HYDROSEED
EROSION CONTROL MAT (EL CAMINO REAL SLOPE)
BLOCK AND GRAVEL FILTER W/CURB
FIBER ROLL
SilfflQL
IB™
••••••••1<11H••••••••••· .. •••1tn ..................................
QUANTITY
4 EA
1690 EA
1,530 LF
16.400 SF
9,025 SF
1 EA
500 LF
NOTE: QUANTITIES SHOWN HEREON AR£ FOR BONDING PURPOSE'S ONLY.
ACTUAL OUANTIT/£S MAY VARY.
DESIGNED BY: S.K. DATE: JULY 2006
DRAWN BY: 1!.B,, C.F. SCALE: >IS SHOWN
PROJECT MGR.· 1LG. JOB NO.: 06-1163 ENGIN:zg.
DATE:2•22-07
lHOIIAS l. GUINN RCE: 69017
I s4ET I
NOlF I!
£1.ECTRON/C DATA flLES ARE FOR REFERENCE ONLY
AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
"AS BUil T"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SHSTS I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
£/iOSION CfJNTINJI. PLAHS:
EVCALYPTVS LANE
APPROVED ( j ~ {ft-i~, & DAVID A. HAUSER
RCE 33081 EXPIRES 6-30-08 CITY ENGINEER
. DWN BY: PROJECT NO. DRAWING NO. DATE INlTlAL DATE INITIAL CHKD BY: si,\JP M.S. 04-18 440-9A OTHER APPROVAL CITY APPROVAL RVWD BY:
l:\061163\0663AG04.DWG Feb 22, 2007 12:10pm
Xrefs: 0663.A.G
NOTEJJ
ELECTRONIC DATA f7LES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE 1/SE!J FOR HORIZONTAL
OR VER71CAL S/JRVEY CONTROL
271 0 Lol<er Avenue West
Suite 100
Carlsbad, Ccliforrdo 92010
760-931 -7700
Fox: 760-931-·8680
I ' I :!
Civi! Engineering
Plonning
Processing
Surveying
/ I ,;
'
LOT 4
. -----
--·-------~ C,'"""'"l' BAC CHECK
DAM 2 BACS HIGH
---·-----------· ,_.---·---', (TYi') r~-,,, -,,, ~ --
j
-----------------------~--
DESIGNED BY: _,~K. ,,_ DATE: JULY 2006
DRAWN BY: 8.8.. C.F. SCALE: AS SHOWN
PROJECT MGR,, T.LG. JOB NO.: 06::1163
L GUINN RCE: 69017
P,E,
INSPECTOR
"AS-BUILT
EXP. ___ _ DATE
DATE
BENCHMARK:
DESCRIPTION:
LOCATION:
2.5' BRASS 0/SK
MARKED CLSB-109. L.S. 6215
SOUTH SIDE CANNON RD. 02 Ml. MST OF
£L CAMINO REAL 3 FEET FROM CURB SET
IN DRAINAGE BOX INLET
RECORD FROM: ROS 11211
ELEVATION: 26./35 MSL
NGl1J 29
/1\
DATE IN!TiAL
ENGINEER OF WORK
I
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10' 40'
SCALE: 1" = 20'
I SHSET I CITY OF CARLSBAD I SH~JTS I ENGINEERING DEPARTMENT
EROSION CONlROi. PLANS:
£1/CALYPTIJS LANE
APPROVED j) ~ (/z~7 . DAVID A. HAUSER
RCE 33081 EXPIRES 6-30-08 Cl1Y ENGINEER ,--DATE
DWN BY: PROJECT NO. DRAWING NO, DATE iN1TIAL DATE INITIAL CHKD BY: -~p M.S. 04-18 440-9A REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
I: \061163\0663AG05.0WG Feb 22, 2007 2: 08pm
Xrefs: 0663AG; 0663T0P0; 0663pkm: 0663omop; 0663ostr-; 06637ut!; 066.3Aut!; 0663AGR0