HomeMy WebLinkAboutDWG 406-4A; CT 02-21; LA COSTA GREENS NEIGHBORHOOD 1.12; 01-09•
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GRADING NOTES
(IN AOOmON TO ff REQ(lfRf:M£NTS OF CHAP7rR 15.18 OF TH£
CARLSBAD MUNJCIPAL CODE.)
1, THIS Pl.AN SUPfRSEDES ALL OTHER PlANS PREVIOUSLY APPRDV£D IIY 1H£ CJTY
DF CARLSBAD Rt:GNWtt«, GRN)ING SHOWN ON THIS S£r OF PWIS.
2. APPROVAL or 711/S PIAN DOES NOT LESSEN DR WM£ ANY POfmON OF' THC
CARLSBAD MUNICIPAL CODE, Rt:SOLunON OF CONDmONAI.. APPROVAi., err,
STANDARDS OR OTHt:11 ADDmONAL DOCUMENTS LISfED HERE:OH AS THEY MAY
PERTAIN TO THIS PROJECT. THE: ENGINt:ER IN Rt:SPONSIBL£ CHARGE SHAU.
REVIS£ THESE PLANS WHEN NON-CONFOR/JANCC IS DISCOVERt:D.
3. CJ1Y APPROVAL OF PWIS DOES NOT Rt:Llt:VE TH£ DEVt:l.OPER OR ENGINEER-OF-
WORK FROM RESPONSIB1LJTY FOR TH£ CORR£CTION OF ERRORS AND OMISSIONS
DISCOVERfD DUR!NG CONS1RUCTION. AU. PW/ REVISIONS SHALL BC PROMPTl Y
SUBMITT£0 ro Tl(f CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PfRMIT FROM 1H£ CJTY ENGINEER WILL B£ REQUIRED FOR ANY
WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CEHIIFICATE OF INSURANCE MUST B£ FILED NAMING TH£ CITY OF CARLSBAD AS
AN ADDITIONAi.. INSURED ON THE PERMrm:E'S POUCY IN THE MINIMUM AMOUNT
OF 11,000,000.00 FOR EACH OCCURRENCE OF LJABIUTY. ~ INSURA""-
COMPANI' WRmNG THE POL fCY MUST HA',f A fY.TING Of ,4 AWJ A SJ1E
QITEGORY Of CLASS VAS ESTABLJSHE"D BY "ems ITT RATING GU/D£
.,_ UNLESS £XEIJPTFI) BY SECTION J01.(b)5 OF THE UNIFORII BUILDING CODE.
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQU/R£ SEPARAT£
P£RMITS FROM TH£ BUILDING Dt:PARTMENT.
8. NO WORK SHALL Bt: COMM£NCED Utml.. ALL PERMT1'S ~VE BEEN OBTAINF:D FROM
Tllf CITY ANO OTl/fR APPRQPRIAT! AGENCIES.
7. APPROVAL OF THESE PLANS BY mE: CITY ENGINEER DOES NaT AUTHORIZE ANY
WORK OR GFIADING TO BE PERFORMED UNTIi. THE PROPERTY OWNER'S PERMISSION
HAS 8E£N 08TAIN£D AND A VALID GRADING PERMff HAS BEEN ISSUED.
a NO REVISIONS WIU Bf MAD( TO THESE: PLANS WITHOUT 11-IE WRITTEN APPROVAL
Of' Tl/f CJTY ENGINEER. NOTED WITHIN 711£: RfVISION BLOCII/, ON THC
APPROPRIATE SHE£T OF TH£ PLANS AND 71-/E mt£ SHITT.
9. ORIGINAL DRAWINGS SHAU BECOME THE PR0P£RT'( OF TH£ CITY UPON BEING
SIGNED IIY TIit: CITY ENGIN£Elt
10. TIit: ORIGINAL DRAW1NG SHALL BE REVISED TO RmEct AS-BUILT cONDmoNS
BY TIit: ENG/NEER-or-WORI< PRIOR TO flNAL ACCt:PTANCE OF TH£ WORK BY TH£
CITY.
11. ACCESS FOR FIRf AND OTHER El.lt:RGENCY VEHICLES SHALL BE MA/NTAIN£D 70
THE: PROJfCT SITE: AT ALL TIM£S DURING CONSTRUCTION.
12. WHERE: TRENCHES ARf WffHIN CITY EASEMENTS. A SOILS REPOIU COMPRISED
OF: (A) SUMMARY SHITT, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, S~ BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 71-/E STAJr Of
CAUFORNl,I, PRINCIPALLY DOING BUSINfSS IN TH£ FIELD OF APPUEO SOILS
MFCIIANICS. TH£ SOILS REPOHT WILL BE SUBMITT£D ro THE CfTY ENGINEERJN(;
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FT£LD TES1S.
IJ. A SOILS COMPACTION R£POl?T AND COI.IPLIANC£ VERIFICATION REGARDING
ADHERENCf ro RECOMMENDATIONS OlmJNED IN TH£ SOILS REPD/rf IS REQUIRED ,
PRIOR TO THE /SSUANCt: OF A BUILDING PERllfT. ALL CONTROLLED GRADING -
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF .TH£
STAJr OF CALIFORNIA PRINCIPALLY DDING BUSINESS IN TH£ FIELD OF APPU£D
SOILS MEC~ICS. ALL Fill OR FUTURE Fill AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH Tl/£ CITY OF CARLSBAD STANDARD SP£CJF1CATIONS AND 11{£
• EARTHWORK SPECIFICATIONS • ATTACHF:D TO TH£ PRELIMINARY SOILS
IN'v£STIGATION. DAILY FIELD COMPACTION REPORTS l!!U Bf SUBMITTED TO THE
PROJECT INSPE:CTOR. .
14. A PRECONSTRIJC77QN MEET/NG SI/AU BE HE"UJ AT TI/C SJTr PRIOR TO THE
BEGINNING QF WORK ANQ SHALL BE ATTENDED BY ALL REPRESOOATNES
RfSPONSIBLE FOR CONSTRUCTION INSPfCTIDN. SUPERVISION, l£SUliG AWJ ALL
OTHER ASPECTS OF THE worr THE CONTT?ACTOR SHALL SCHEDULf THE Mf£TING THROUGH TH£ PERMIT Cl£RK 760) 4J8-J891 AT LEAST FIVE: (5) WORKING
DAYS PR!OR 10 STARTING CDNSTRUCllOH. APPROVED DRA'NfNGs MUST 8£
· AVA/!A8L£ PRIOR TO SCHE:DULING. Tl/f GRADING PERMIT WIU BC PROVIDE]) IJ'f
TIit: PROJ£CT INSPECTOR AT THE MEETING.
15. All INSPfC71DN REQUESTS OTHER THAN FOR PRECQNSTRUCTION llmlNG WILL BE
MADE BY CAIi iNG THE £NG/NEERING 24-HQUR INS&CTION REQUEST LINE AT m@ 4J8 3891.INSffCTION REQIJfSTS 1./UST BE RECEIVED PRIOR IQ 2:00 P.t,t. ON THE DAY BEFORE 1HE INSPECTTQN IS NEEDED, INSPECllONS WIU BE MAD£
TIit: NEXT WORK DAY UNLESS YOU REQUfST OTHERWIS£. Rt:QUESTS MADf AFTER
2:00 P.M. WILL BE SCHt:DULED FOR TWO FULL WORK DAYS LA'ffR,
16. THE OWNE'.R AND/OR APPLICANT THROUGH TH£ DEVELOP£R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINrAIN ALL SAFETY DEVICES, INCLUDING
SH DR/NG, AND S/WL B£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND Ft:D£f1AL StlF£TY. ANO HEAL TH STANDARDS. LAWS /}ND REGULAllONS.
17. THE CON!RACTOR SHAl.l CONFVR!I TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO TH£ CITY ENGINEER AND/DR CONCERN£D AGENCY SHOWING
THE DESIGN Of SHORING, BRACING SLOPING OR OTHER PROVISIONS TO B£ IJ/tDE
OF WORKER PROTECTION FROM TIit: HAZARD OF CAVING GROUND DURING· 11-IE
t:XCAVATION OF SUCH TR£NCH OR TR£NCHE:S OR DURING THE PIP£ INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE Fil (5') OR
MORf IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF 1HE P!AN VA/?IES &QM Ulf SHORING Sl'SIFM
STANDARDS ESTABLISHED BY THE" CONSTRUCTION S,,FQY ORDERS. TIRE 8
CALIFORNIA ADMINISTRADVE CODE. THE PLAN SHALL BE PRfPARED BY A " ·
REGISTERED ENGINEER AT THE" CONTRACTORS EXPENSE, A COPY OF THE OSHA
t:XOIVATION PER/Jff /JUST SE S/J8/,//TfE() TO 1'HE INSPECTOR PRIOR TD EXCAVATION.
13. NO BLASTING SHALL BE PERFORMED Ulffll. A VALJD BLASTING PERMIT HAS Bt:EH
OBTAINfD FROM THE: CITY OF CARLSBAD. SUBMIT APPLJCATION FOR BU-STING
P£RMlT llf/.L IN ADVANCE OF THC SCHEDULING OF BUSTING DPERAllQNS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN Nit WQRK AREA
DURING CONST1WCTIO'f, OPERATIONS WILL CE"ASC I1,ll,IEDlATELY, AND THE
PfRl.l!TTEE WIU NOTIFY THf CITY ENGINt:ER. OPERATIONS WIU NOT RESfAm
UNTIL 1'11£ P£RMITT!f HAS fl[CEMD WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPE:RATIONS CONDUCTED ON TIit: snr OR ADJACENT THERETO, INCLUDING
WARMING UP, RfPAIR, ARRIVAL, DEPARTUR£ OR OPERATION OF TRUCKS,
CART//MOWNG £QU/Pl./£M', CONSTRUCT/ON £QU!PMENr AND ANY OTHfR ASSOCIATED
GRADING t:QUIPI.IENT SHALL 8£ UMITt:D TO Tl/£ PERIOD BETWffN 7:00 A.I,/. AND
SUNS£T EACH DAY, MONDAY THRU FRIDAY AND NO fARTHI.IOVING OR GRADING
OPERATIONS SOOL BE CONDUCTED ON WITKENDS OR HOUDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE fNGIN££RlNG Dt:PARTME/ff COUNTER.)
21. AIL Off SI[[ HAUL ROU1FS $HAU BE SUBMITTFD BY THE CONTRACTOR TO THE
CITY ENGINEfR FOR APPROVAL 1WQ flllL WORKING DAYS PRIOR TO BEGINNING OF ~
22. IMPORT u-lWi'l<IL SHALL BE OBTAINF:D FROM, ANO WASIE' MATERIAL SHALL BC
DEPOSITED AT, A snr APPROVED BY Tl/£ CITY ENGINE£R. me CONTRACTOR
SHALL llE RESPONSIBLE FOR ANY DE8ff/S QR DAMAGE OCCURRING ALONG THE HAUL
ROUTES QR ADJACENT STREETS AS A R£SULT OF THE GRADING OPERATION,
2J. BRUSH SI/All BC f1£JJOVED ONLY W{THfN THt: ARY, TO BE Gfl.ADED. NO 7REfS ARF
-TO 8£ l?EMOVCD UNLfSS SPECIFICAl.lY NOTED ON THE PWf,
24. ALL AREAS SHALL BE GRADED TO DRA/N,GIWJING RESULTING IN THE PONDING OF
WATER IS NOT PfRMITTEO. ALL EAl7T//EN SWALE:S AND DITCHES SHALL HAVE A
MIN/MUii ONE PERCENT SLOP£.
25. THESF: PLANS ARE SUBJEr:T ro A SIGNED AND APPROVED SET OF t:ROSIOH
CONTROL PLANS. EROSION CON1ROI. SI/All BE AS SHOWN AND AS APPROVED £1'(
THE CITY £NG/NEER OR AS D1RfCTED BY THf PROJEr:1' INSPECTOR.
26. ALL SLOPES SHALL BE Tl?IMMED TO A FINISH GRADf TO PIIODUCE A UMFORl,I
SURFACE AND CROSS SECTION. Tl/£ SITE SHALL BE LEFT IN A NfAT AND
ORDERLY CONDIT10N. AU STON£S, ROOTS OR OTHER DEBR!S SHALL BE R£MOV£D
Nil) QISPOSEO OF AT A SITE APPROVED or BY THt: CITY ENGINEER.
27. ALL SLOPfS SHALL Bf IRRIGATED, STABILIZED, PLANmJ ANO/OR HYDROSE£D£D
WITHIN TEN (ID) DAYS OF THE TIME WHEN Il,!;lJ SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GIIADING PIii.NS. I '"
23. WIDSCAPING SHALL BE ACCOMPLISHF:D ON ALL SLOP£S AND PADS AS FIEQU/R£D
BY THE crrr OF CARLSBAD LANDSCAPE MANUAL. ff LANDSCAPING P/ANS F0/1<
THIS PROJECT, DR'-WING NO. 406-41.. AND/OR AS DIRfCTEO BY 11-lf CllY ,
EJ/GINEER OR PLANNING QLRECTDR.
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29. THE OWNER/APPLI00/1' SHALL INSURE THAT ALL CONTRACTORS ~U COORDINATf:
THE WORK OF 11-lfSE GRADING PWIS WITH THAT SHOWN ON BOTH THE LANDSCAP£
AND IRRIGATION Pl.ANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDNICE WITH THE LANDSCAPE MANUAL TIM£ REQUIR__EMENTS.
JO. STORM ORA/N PIP£ SHALL 8£ RfJNFORCED CONCRE:Tr PIPE: WITH A MINIIJUM
D-LOAO OF l,J.50. FOR PRIVATE STORIII DRAIN PIPES. UP TO 15" PVC MAY BE
UTILIZED PROVIDE:D DEPTH IS LESS THAN 15 FE£T AND BACKFILLED WITH J/ 4•
ROCK PER SDRSD S-4 TYP£ •c• AND PIP( Mf£TS ASTAI STANDARD JOJ4 FOil
SOR J5 SOLID WALL PIP£
JI. WHERf AN fXISTING PIPE LINf IS TO Bf ABANDONED AS A R£SULT OF TH£
GRADING OPE:IIATION. IT S~ Bf REMOVED WITHIN TWfN1Y FEEJ OF' BUILDING
OR smm AREAS AND RE PLACED WITH PROPERLY COMPAC1ED SOILS. IN OTHER
AREAS THE PIP£ WIU Bf PLUGGED WITH CONCRt:TE: OR REMOVED AS APPROVED BY mr CJTY ENGIN£fR.
J2. TH£ CONTRAr:TOR SHALL VERIFY THE LOCATION OF ALL EXISTING FltC/UllES
(ABDV£ GROUND AND UNDER GROUND) WITHIN THE PROJ£CT snr SUFFIClfNnY
AHEAD OF GRADING TO PERMIT TIit: REVISION OF THE Gl?ADING PIANS IF IT IS
FOUND THAT THf ACTUAL LOCATIONS AR£ 1H CONFLICT WITH TH£ PROPOSED
WORK.
JJ. TIit: CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (St:E: BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACIUTlt:S AND SI/All COOffDINATE THE WORK WITH A COMPANY REPRESENTAT/vt.
UNDERGROUND SERVICF: ALERT (800 422-41 JJ
SDG~ (800 660-7343
PACIFIC BELL BOO B92-0123
ADELPHIA CABLE COMMUNICATIONS 60 438-7741
CITY Qf CARLSBAD (STRE£TS a: STORM DRAIN) 760 434-2980
GtTY Of CARLSBAD (SfWER, WAJER a RECLAIMED WATER) 760 438-2722
LEUCADIA WAS7£ WA ml DISTRICT 760 753-0156
OLIVEN~ MUNICIPAL WA7ER DISTRICT 760 753-6466
J4. P£ffWT COMPLIANCf R£QUIREJJEN1S:
A. FQR CONTROLLED G~NG-Tl/£ APPIJCANf HIRES A CML t:NGINEER,
SOILS ENGINEER, NIDOR GEOLOGIST TO GM TECHNICAL ADVICE.
OBSERVE AND CONTROi. Tllf WORK IN PROGRESS { 15.16. 120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR m FINAL APPROVAL OF A GRADING PEfll,lfT-THE FOUOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJE:CT INSPECTOR {15.16, 120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL RE:PORT BY SUPERVISING GRADING £NGINfER STATING ALL
GIIADING IS COMP!Bf. ALL EROSION CONTROL. SLOPE PLANTIN(J
AND IRRIGATION ARE INSTALLED IN CONFOR/.IANCE WfTH CTT"f
COD£ AND THE APPROVED PLANS (OBTAIN SAAIPL£ OF COMPLIANC£
LETTER FRO/I CJTY ENGIN££RING OEPAKfMfNT}.
(2) AS-BUILT GPADING PIM
(J) REPDi<r FROM THE SOILS ENGINUR, WHICH INCLUDES _
RECOMMENDED SOIL BEARING CAPACmES, A STAIDIENI /tS TO
TH£ EXPANSIY£ QUALITY QI' 1H£ SOit, ANO SUMIIIARI£S ~
FlfLD ANO LABORATORY 7ESTS. THC REPORT SIIALl ALSO
INCLUDf A STAT£MENr IIY TH£ SOILS ENGINfER THAT TH£
GRADING WAS DONE: IN /ICCORDANCE WITH THE REQUIREI.IENrS ANlJ
RECOMMENDATIONS OUTI.JNED IN THE PRELIMINARY SOILS REPORT '
ANO ANY SUPPl.£M£N1S TH[RETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£
CITY.
35. UNLESS A GRADING PERMIT FOR THIS PROJfCT IS ISSUED wmnN ONf (I)
YfAR AFTER Tl/£ CITY ENGINECR'S APPROVAi., THESE PLANS MAY Bf Rt:QUIRED
-TO Bf R£SUBMITTED FOR PI.ANCHECK. PW/CHECK FEES WIU BE RfQUIRF:D FOR
ANY SUCH R£CH£C/f.
36. TH£ SOILS Rf:PORT nTLED VILLAGES OF LA COSTA "THE GREENS"
PREPARED BY GEOCON, JUNE 25, 2001 UPDATED LETTER DEC. 16, 200~
SHALL BE CONSJD£R£1) AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH TH£ RECOMM£NDATTONS AND
SPECIACATIONS CONTAINED IN SAID SOILS Rf:PORT.
RESOLUTION NOTES
COMPLIANCE 'MTH APCD RULES 51 (THE "NUISANCE" RULE}, 52
(PARTICULAT£: MATT£R), AND 54 (DUST AND FUMES) OF THE AIR
QUALITY CHAPTER WOULD EFrECTIVEL Y MIT/GA TE DUST IMPACTS
GENERATED DURING GRADING OPERATIONS. THE FOlLO'MNG MEASURES
ARE REQUIRED TO ACHIEVE: COMPLIANCE WITH THESE RULES AND ·
REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS:
VICINITY MAP
N. T.S.
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL
BE RETAINED TO SUP£RVTSE OVER ALL GRADING ACTIVITY AND ADV/SE ON THE COMPACTION
AND STABIUTY OF THIS SlTc. ~ -r,~ · · 4 · l+ ·C4-
SIGNATUR£ DAT£
BY FRED ARBUCKLE
PRESIDENT MORROW bMLOPMENT ·
AS AGENT FOR REAL £STATE COI.J./>,T£RAL MANAGEMENT COMPANY
SOILS ENGINEER'S CERTIFICATII ,
I, SHANE RODACKER, A REGISTERED CML ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPAUY DOING
BUSINESS IN THE AELD OF APPLIED SOIL MECHANICS. HEREBY CERTTFY THAT A SAMPLING AND STUDY
OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY 0/RE:C'nON
BETWEEN THE DATES OF MP,lcr.11-1.#4: AND ;:!'"~~ 1.-ff,I . TWO COMPLETE COPIES . , _
OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAI-£ BEEN SUBMITTED
TO THE OFFJCE OF THE CITY ENGINEER. FURTHERMORE. I fi41-f' REVIEWED THESE GRADING PLANS AND C£R11FY
THAT THE RECOMMENDATTONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAI-£ B££N INCORPORATED
IN THE GRADING PLANS AND SPECIFICATIONS .
SHANE RODACKER
R.C.£. NO. 6J29t £XP. DATE: 06-30-0B
"DECLARATION OF RESPONSJlU,E CHARGE•
I HEREBY DCCI.ARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
fi41-£ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEANED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIACATTONS BY
TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY
R£SPONSJBIL/T/£S FOR PROJECT DESIGN.
FIRM: HUNSAKER .t ASSOCIAITS
ADDRESS: 10179 HU£NNEK£NS AV!'
CITY, ST.: SAN DIEGO CA
TELEPHONE: (858) 558-4500
BY, f&otf ~~;Nt;• DATE: f/ts/4 t
P.E. NO.: RCE' 48670
trES~I
1. THE WATERING OF ALL SURFACES BEING GRAD£{) AND HAUL
ROUTES SHALL BE REQUIRED DURING DRY HE"A TH£R CONDITlfJNS. EXPIRATION DAT£: __,6,,_Jl;-"''3,,.D:c).,.'0..,4'--'.'--------
0 L ::i.,,_
-".~·'":&-
0. C-48670 \]
C6 30-1 2. ALL UNPAVED AREAS SHALL BE REVE:GETATED ACCORDING ro 11-IE
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER -
GRADING.
J. ALL CONSTRUCTION-RELATED TRAFFIC SHALL 8£ RESTRICTED 1D .
ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED L/MIT5 SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRUCTION V£HtCltS.
4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMIT£. D DURING PERIODS • OF HIGH WINOS. -
TION EQUIPMENT
ERS SUGGESTED
TIMING RETARD£D
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
AERIAL SURVEY BY SAN-LO AERIAL SURVru (1-30-97)
AND FIEW SURVEY BY O'DAY CONSULTANTS IN APRIL, 2001.
HY SH WN HEREON COMFORMS TO NATIONAL MAP TOPOGRAR 0 •
ACCURACY STANDARDS. "EXISTING CONTOURS" R£fl.£CT
ROUGH GRADING PER DWG. J97-2A.
• • REFERENCE DRAWINGS
CllY OF CARLSBAD DRAWING NO. -169-7,4
CllY OF CARLSBAD DRAWING NO; -397-2
CITY OF CARLSBAD DRAWING NO. -169-1
CllY OF CARLSBAD DRAWING NO. -J97-2A
Ci\/11..
OF C~l\'i
~
• • •
5. AU HEAVY-DUTY. DIESEL POWERED CONSTRUC
SHAU BE OPERATUJ ACCORDING TO MANUFACTUR
OPERA TING INSTRUCTION (WI TH THE FUEL INJECTION
TO RECOMMENDED LEVEL OF NOX EMISSIONS, BUT
R£SUL T IN £XC£SSJVE WSIBLE SMOKE EMISSIONS)
CONTROi.. POLLUTANT £MISSIONS. .
WHICH. WOULD NOT
IN ORDER TO CllY OF CARLS8AD DRAWING NO. -406-4 EARTHWORK QUANTITIES* '
OWNERS / PERMITTEES
6. CONSTRUCTION EQUIPMENT SHAU BE SUBJECT
SCHEDULED MAINTF:NANCE/TUNE-UPS. AND BE TU
NOT BEING UTILIZED TO A VOID £XC£SSIVE: IDLING £.
TO R£G(llARL Y
RNEO OFF 'MfrN
MISSIONS.,
REAL ESTATF: COLLATERAL MANAGEMENT COMPANY,
A DELAWARE CORPORATION
1903 WRIGHT PLACE SU/Tr 1_80
CUT: 100,494 CY
f!LL:. 64,957 CY_
EXPORT, 35,537 CY
REM£D/Al.: 0 CY
AND CUT-BACK 7. TH£ APPL/CA !ION OF ARCHIT£:CTURAL COATING
ASPHALT SHALL ADHERE TO APCD RU/LS 67.9 AN,
CFFECTIVEL Y CONTROi.. OTHER CONSTRUCTION-REi
CARLSBAD CA, 92008 * QUANnTIES SHOWN ARE FOR BONDING ONLY AND (760) 929-2701 'D 67.7, TO ARE NOT TO B£ USED FOR BIDDING, BUDGETS
!.A TU) EMISSIONS OR OTHER PURPOSES.
OF AJR POLLUTANTS.
FOR COMPLIANCE 11 THE ENGINEER/NG Of:PAR7MENT SHALL MONITOR
DURING ALL GRADING OPERATIONS OF THE PROJE CT.
£: GRADED AND 9. ALL BU/WING PAD AND STREIT AREAS THAT AR
REMAIN VACANT OR UNDEVELOPED FOR A PERIOD
MONTHS AFTER THE GRADING OPERATION IS COMP
SEEDED AND ADEQUATELY IRRIGATED TO REDUCE £.
OF MORE THAN B
u:rt:D SHALL 8£
IMPACTS.
'ROS/ON AND WS/JAt.
MITS (UNITS) WITHIN 1 a NO MORE THAN 25 RESIDENTIAL BUILDING PER
TH£ SUBDMSION SHALL BE ISSUED UNTIL THERE
CIRCUt.AnoN ACCESS ROADS INSTALLED. PRIOR TO
UNITS, THE CIRCULATTON IMPROl-f'MENTS MUST BE
SATISFACTION OF THE CITY ENGINEER AND THE FIR
ARE 7WO
EXCEEDING 2,
COMPLETED TO THE
E MARSHAL
LEGAL DESCRIPTION
BEING A SUBDIVISION OF LOT 12 OF CARLSBAD Tf?ACT NO.
99-03 LA COSTA GREENS. IN TH£ crrr OF CARLSBAO, COUNTY
OF SAN DIEGO, STATE OF CALJFORNIA, ACCORDING TO MAP
THEREOF NO. 14543, ALEO IN THE: OFAC£ OF THE COUNTY
RECORDER OF' SAN DIEGO COUNTY, FEBRUARY 12, 200~
APN 21 .3-1 12-03.
/ / / /
BASIS OF BEARINGS
PROJECT LOCATION THE BASIS OF BEARINGS FVR THIS
IMPORTANT NOTICE SURVEY IS THE CALIFORNIA COORDINATE THIS PROJECT IS LOCATED W!TH/N SYSTEM -1983, ZONE VI'. 1991.J!J ASSESSORS PARCEL NOS. EPOCH, NORTH AMERICAN DATUM OF
SECTION 4216/4217 OF THE GOVERNMENT CODE 213-112-03 198J (NAD8J), GRID BEARING BETWEEN REQUIRES A DJGAL£RT !DENTTACATION NUMBER BE STAnoN CLSB-15J AND STATION ISSUED BEFORE A PERMIT TO EXCAVA1!' WILL BE THE CALIFORNIA COORDINATE CLSB-070 AS SAID COORDINATES AR£ VALID. FOR YOUR DIGALERT 1.0. NUMBER CALL PUBLISHED IN THE CllY OF CARLSBAD UNDERGROUND SERVICE ALERT AT: INDEX OF THIS PROJ~CT IS SURVEY CONTROL NETWORK ESTABLISHED N 1982 £ 6252 BY RECORD OF SURVEY MAP NO. 17271,
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0!'/11/0t, RlNf I• 'AS-SUJL.:r;s•
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WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND AUS.
REMEDIAL GRADING, DRAINAGE FACILITIES, £ROS/ON CONTROL FACILITIES, AND
PIANTTNG OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS. ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITEO ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE
WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF
CONSTRUCTION, AS DIRECTED BY TH£ CITY ENGINEER. , ,.
2.
3.
4.
s.
CARLSBAI) MUNICIPAL CODE.
CITY OF CARLSBAD STANDARDS.
THIS SET OF PLANS.
R£SOLt/TION NO. 5474 ,i' 5016 {Jf4T£0 OCT. 15, 2003
THE STANDARD SPECIFICAnONS FOR PUBLIC WORKS
CONSTRUCTION (GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DA TED JUN£ 25. 200 I, UPDATED LETTER DA TED 0£C. 16, 2003.
THE SAN D/£GO ARCA REGIONAL STANDARD DRAWINGS AND AS
MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. .
B.
7.
s.
9.
FINAL PROGRAM EJR 98-67 AND TH£ MmGATION MONITORING AND R£f'ORT/NG PROGRAM.
1.£/JCADIA WASTE WATER DISTRICT STANDARD SPECIFICATIONS
10. STORM WA7ER POLLUTION Pl.AN.
PREPARED B~ HUNSAK(R <t ASSOCIAIIS , WDID NO. 937C3250438 DATED DEC, 19, 200:J. .
1 t CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORM WATER B£ST MANAGEMENT PRACTICE.
• CONSTRUCTTON HANDBOOK AND STATE OF CA/.JFORN/A, DEPARTMENT OF TRANSPORTATION,
LEGEND OF ABBREVIATIONS
TC TOP OF CURB ST
GB GRAD£ BREAK RT
STREET
RIGHT
CURB INLET
CL£ANOUT
BC BEGIN CURI-£ LT
EC END CURVE FS-
LEFT
RN/SHED SURFACE
c.i c.o.
RCP c.a.
EVC ave
FG
PRS
REINFORCED CONCRETE PIP£
CATCH BASIN
HP HIGH POINT
LP LOW POINT
FL FLOW LIN£
N.t.S.
M
rF
NOT TO SCALE
TOP OF WALL
TOP OF FOOTING
£ND 1-f'RTTCAL CURVE
BEGIN 1-f'RTICAL CIJRVE
AN/SHED GRADE
LEGEND PRESSURE REDUCING STATTON
DESCRIPTION
SUBDIVISION BOUNDARY
RIGHT OF WAY
SIP, DWG,(SDRSD) sYMBOL QUANTITY
LOT LINE
EASEMENT LIN£
EXISTING STORM DRAIN
STORM DRAIN ,
PROPOSED SPOT ELEVATIONS
EARTHEN SWALE
CUT/FILL LIN£
DAYLIGHT LIN£
SLOP£ EMBANKMENT (2: 1 MAX.)
PU8LIC UTILITY £ASEJJ£NT
£XISTTNG CONTOUR
FINISH CONTOUR
TERRACE DITCH
P£R IMPROVEMENT PLANS DWG NO 397-2
PER IMPROVEMENT PLANS
DWG NO 406-4
CUr/AU
EXISTING TERRACE DITCH PER IMP. PLAN owe. NO. J97-2A
BROW DITCH TYPE "8" P£R D-75•
TYPE ':4" HEADWALL D-30
PAD ELEVATION
RETAINING WALL (PER SEPARATE PERMIT} C-3 ,i-C-4
LOT NO PER FINAL MAP
-AS MODIFIED 6Y crrr OF CARLSBAD STANDARDS.
' '
-
HUNSAKER
I & ASSOCIATES
SAH DI.ECiO. INC.
Pl.ANNING 10179 Hueooekens Street
ENGJNW!NG Son ~ Ca 921n
SURVEYINC PH(Bsll)5Sll-!SOO • FX(856)556-1414
------
Ea
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ENGINEER OF
• I le /)J:_
RA ND L. MARTIN
RC. NO 48070 EXP. 5/J0/04
'
1,429 -lF
N/A
887 -lF
I £4
2,726 -SF'
~
WORK
'¢llM_
DA7E
BENCH MARK
DESCRIPTION: ?sRASS DISC IN WE1.L MONUMENT .0. CO, CONTT?OI. PT.
R1800-288+89 EC)
LOCATION: ON EL CAMINO REA~ 2. 63 Ml NL 'r FROM lA COS lo! AVENUE
/?ECORD FROM: NORTH COUNTY CONTMI. llATA
ELEVATION: :Jll.41 NC'vD 1929
•
PLANNINC DEPARTMENT APPROVAL · "AS BUILT"
~-<"'~ ~/4/4 WN&a~, .. DQ4-,, DAm57i/o+ -(SIG
ll!CH.!KL l JIIIIZMJT.TEJI.. PI.AIINlllG Dll!ECT01 --' R-;--;;;~ CXP, ,;/30/_l(l!_ DATE
~~kk) DAm5/4/o4 ffEV/EWCD BY: ,41,. l. .
R!X:OlillENDED !If. .fur b-•r~ ~.J~ J~ ,.,_j,:r/ot ,.,..~ A1 ..,., INSPCCW TE
I sirr I OF CARLSBAD I SH95 l CITY
ENG/NffRING DEPARTME:NT
GRADING ANO EROSION CONTROL PLANS FOR: . LA COSTA GREENS
' NEIGHBORHOOD 1.12
APPROV£0 • , , U.OYD B. HUBBS
A _,,, .-~ _#. ' J/ --~ .f/~/o'I
CITY [NG/NEER Y ffCE ~ EX0 'LIO DAT£ TOLL FREE 1-800-422-4133 fllEO IN THE OFFICE OF THE SAN DIEGO 08(1'1/04 AOO !fETA//J//JG W&lLS SI-/Ee TS 4 -t. I '>'hs/. --~l.M I l)W!/ BY: PROJECT NO. Dl?AWING NO. COUNTY RECORDER ON FEBRUARY 8,
TWO WORKING ll4 Y.S' l]EFOR~ YOU DIG 2002. IE: N J6'47'12" It' llAll' /NIT/Ai
ENGINEER OF" WORK
_,,---,, . ..----~-~---
'
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REVISION DESCRIPilON
--~~ _ _.,_ ~ -----·'""'-·'C .. ,.-,,,~------,--c-
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DATE INJTIAL. I 00£: l~rTIAL CHKO BY: '2'.' e CT 02-21 406-4A RVWD BY; ,l LS OTHER APPROVAL CITY APPROVAL
ff:\0329\&:Eng\Grad;ng\0329RG01.dwg( 1275}Mar-22-2D04:17:55 W.0. No, 2352-71 -, . . r:,,u •
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HUNSAKER
& ASSOCIATES
SAN DIECiQ. INC.
PlANNCi 1IVI II SW:
INCJI w. s. ._ ca 11111
UWYIC fl 1 f ■II-► 1 I &WM
1 . 8.
____,..-~
THE GREENS
,,...;
. • .. I
;_i/1
'lk~I/ I
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'-''" iHi_•,•
J • .. 1
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--------~,:._---\:--~-------~---.L/
6
INDEX MAP
SCALE: 1 "=200'
SHEET INDEX
NOTES & DETAILS SHEET 1-3
GRADING SHEET 4-7
EROSION CONTROL SHEET 8-9
SHEET INDEX MAP
... ·;,1,.,.,. '4~
/H!~;:'.--
;: i
4
l
i
7
5
INDEX MAP LEGEND
SUBDIVISION BOUNDARY - -SHEET NO.
STORM DRAIN -====fill= ---
RIGHT OF ..VAY PAD ELEV.
EASEMENT -----
STREET NAME AMBER LN
LOT NUMBER 36
~
!Jss.a I
BENCH MARK "AS BUILT"
WORK
(S.O. CO. CONrROl PT. R1800-2B8+89 EC) ' { ~
LOCATIOH: ON £L CAMINO REAL. 2.6:J I.II. -,-iilll:,b,,{__~P(~__,,_ '-2t NL 'Y FROM LA COS~ A\,EJ\/U£ ~
400
1 "= 200
600
ROUGH GR/I.DE SECTIONS
R/W 56' R/W R/W
0 • .5'
J.o·••
Ir/IN.
~I
R/W
0.5'
J.o·••
MIN.
~I 2
~
28' C/L 28'
10' 36' 10'
5' 4.5' 4.5' 5' 0.5' I
SW SW J.o'••
IJJPROVEM,TS Ir/IN.
1' PER OWG ,6-4 1' I /2,1 2% 21' -2% 21' ---I ~ I ~
'
2' UNDERCUT"
••SEE NOTE 2 BELOW
••=S££ NOTE J 8£LOW
AMBER LANE STA. 34+50 TO STA 40-t 50
N.T.S.
60' R/W I
C/L R/W
JO' I JO'
IJ' 34' IJ'
5' 7.5' 7.5' 5' 0.5'
SW SW
I J.o·••
'!l'l°~4r-4
MIN.
2% 1' , .
A I /2,, -21' 2% ,,.v -~ ..___. I I -' ' ---.
I 2' UNDERCUT" mm
"=SE£ NOTE 2 BELOW
AMBER L/\NE & ZODIAC STREET ••=S££ NOTE 3 BELOW
N.T.S.
NOTES:
1. • tNDICATES ELEVATION AS SHOWN ON IMPROVEMENT PLANS .
2. MINIMUM UNDERCUT IS 2.0'. ADDITIONAL UNDERCUT AND OVER
BLASTING FOR UTILITY MAY BE REQUIRED, PER SOILS ENGINEER
RECOMMENDATIONS IN FIELD.
J. J' MINIMUM SETBACK TO HOA MAINTAINFD SLOPE. OTHERWISE
TOP/TOE SLOPE IS AT RIGHT OF WAY.
:--+------,f-----------~-+----+---+-----+---1 ~ CITY OF CARLSBAD I SHgS I L£ I ENGINEERING DEPARTMENT
------+---+---+---+---
GRADING ANO EROSION CONTROL PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
nJf LLOYD B. HUBBS .. t s/..,f.,-,1 ENGINEER OF
~ J -?"a L W4'bY
D£SCRJPTION: ~ DISC IN WE'LL l,l()NUll£NT I~
l,.:.~:::'.:4::':&c.~:'"/=0=-~f.,,XP:::_·_:::'~/30/10 --------b,-.,---;-:: ,,-::-t-:=:-:--:--1,r-:-::-::-----::---:---------l---+----+--+------~/I/ ,.,,. ~L.M 1.., ·A,-evn .. rs · RECORO FROM: Nf'l"H COUNTY CONTROi.. a-lTA
--------+----+--+--+---_ APPROVED
I---+--+---------------+---+----+---+-----l ~ --.# ~ . CITY ENGINEEP'-' RC£ ~
PROJECT NO. DRAWING NO.
RAND L. MARTIN
RC NO 48670 EXP. 6/30/04 DATE ,£P4('.
DATE
.
DATE INITIAL REVISION DESCRIPTION
/MIT' INITIAL OIi ff INITIAL
OWN BY: ____ _
CHKD BY: GYP
RVWIJ BY, ,Ill
EU\IU'IOV: :Jll.41 NGVD 19211 ENGINEER OF WORK OTHER APPROVAL. CITY APPROVAL
CT 02-21 406-4A
R\0329\&:Eng\Grading\0329RG02.dwg[ 2119]Feb-24-2004:14:IB W.0. No. 2J52-71
nu.1 _
fl.)
0 -co
C
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C)
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0 en
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6"X8" -10 GA
W-J' UNL.£SS OTHERWISE
IN
MODIFIED TYPE D TERRACE
DITCH PER D-75
NOT TO SCALE
LINED DITClt---..._
·.A.., ..
: ' '. . ('~• : ' : ' -----
• ' . ' • • I. .. ' . ' . . . •, :~ ----
WELDED WIRE MESH(-) 1-1/2" CI..R
CUTOFF WAL!.
SECTION A-A
NOT TO SCALE
•• 1 .
~ ,!~ LOCATION
lt''l!HG. fflow.
REINFORCE WITH 8"X8" -10 GA 'M::LDED WIR£ MESH(-)
LINED DITCH CONFLUENCE
14 BARS FULL LENGTH
CONCAETE DITCH-~
e·xe· -10 GA
'll£UlED WIRE MESH(-)
SPLASH WALL
NOT TO SCALE
B
B
SIGHT DISTANCE SETBACK
TYPICAL SECTION CORNER LOT
NOT TO SCAL£
10' R VARIES
SECTION B-B
NOT TO SCALE
A
C.
F
PROPERTY ~EJ
r
C
D
TYPICAL LOT ROUGH GRADING
NOT TO SCALE
NO'TE:
'IIHERE BOTH CUT AND FlLL OR BEDROCK MA lERIALS OF DISSIMILAR EXPANSION CHARAC'TEIIISTICS ARE EXPOSED
IN THE IIUII.DtNG ARE!<• THE CUT PORTION OF THE BUILDINC AREA SHOUu, BE UNDERCUT 3.0 FEET BELOW PAD GRADE OR AS APPRO'iED BY lHE SOILS ENGINEER• Mil REPLACED WITH COMPAClED SOILS SIMILAR TO TH< FlLL MATERIAL.
SECTION C-C
NOT TO SCAL£
HINGE
LINE
FlNISHED GRADE Of PAD AS SHOWN ON PLANS
2:1 SI.OPE
SECTION D-D
NOT TO SCALE
NOlE: FlNISH LOT GRADING
SHAU. BE PER GS-15
PAD PAD
AREA AREA
..--r,PROPERTY
LINE
I'
D
I ;!J"--
fJ. --+--
I
TYPICAL LOT GRADING
REAR OF LOTS
NOT TO SCALE
SECTION E-E
NOT TO SCALE
LOT PAD
TEMPORARY BERM
AT SIDE YARD
NOT TO SCALE
E
J
12·
15")(15" -10 GI
ltllOf!] IKR£' IKSH(WWl,I)
GRA\£1. FIL Tf:R P£R
SDRSD C-11
1W PER Pl»I
.J" Pf:RF PIPE
.J" Pl-I'.: (CASE .J)
.J" Pl-I'.: (CASE 4)
Cl.SE 1-.J IE -FS O FACE: OF WALL ---...--JI~~
Cl.SE 4 IE -FS -0.4' 0 FACE OF IIMLL TFP£R PIMS
__ -.,,.
RETAINING WALL WITH ROUND CONCRETE DITCH
NOT 70 SCliJ..E(BY SEPNY.TE P£RW)
OU11.ET ALTERNA.TIV!S
G4S£ I) SIOE YAA'l'.I-EXTEND PcRF PIPE: AROUND WALL IN FRONT YARD ANO DISCHARGE ONTO F.5.
OISE" 2) REAR YIIRD-INDMOI.ML WALL-EXTEND PERF PIPE AROUND WALL O SIDE PROPERTY LINE
ANO OISCIWIGE 0/flV F.5.
Q4S£ .J) REAR YIIRD-CONTINUOUS WALL -CONSTRUCT .J" TEE: ANO DISCHARGE PIPE THROUGH WALL
0 F.S. NEAR S/0£ PHOPC1m' lJNE.
~E 4) PUBLIC R/11'-CONSTRUCT .J" TEE: ANO CONNECT .J" P',C O 21' TO 0-27 PER IMP. Pl.ANS.
A"8£R LAN£
DIIG. 1 ,f()t)-4
LS
---
PROPERTY LINE
TOP/TOE Of SLOPE
OR DAYLIGHT LINE
IPADl
2: 1 SLOP.
PROPERTY LINE .:,,•
-CU_RB_L_INE-_;, -~-~-
" TYPICAL TEMP. LOT DRAINAGE
R/W
fJ' J'
MIN.
NOT TO SCALE
TII' (TOP OF WALL)
El.EV PER PLAN
ff.
5' 1,1/N.
EX/SnNC TERRACE
DITCH PER OK-I'.;. / I 397-2A
/,/--........... EXISTING GROUND
/
/ / TYPE 6 RET,4/HING
,,_/ ll'Ml PER C-6
TF (TOP OF FOOTING)
£1.£V PER PUN
SECTION M-M
NOT TO SCALE
G
L
M
VARIES
10.J -10.9
~
1'
1,1/H.
R/W
5' 5'
LS
i
....
9 ct/118 A GUT!DI
TW (TOP Of' WML)
ElEVPER PUN
.,,,...,,,,,, '
TYPE "B" BROW 0/TCH
PER D-75
--~ TYPE 1 RDNfORCED CONCR£TE:
WIILL PER C-11
PAO £1.£V.
6" /JIN.
TF (TOP OF FOOTING)
£1.£V PER PUN
SECTION N-N
NOT TO SCALE
\
STRAW ROLLS MUST BE PLACED
ALONG SLOP£ CONTOURS
~
10'-25' (J-Bm)
)
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS
/.
SEDIMENT, ORGANIC MATTER,
AND NATIVE S£EOS AR£
CAPTURED BEHIND THE ROLLS.
NOTE:
I. STRAW ROLL INSTALLATION REOUIRES TH£
PLACEMENT AND SECURE STAKING OF THE ROLL IN
A TRENCH, J"-5" (75-125mm) DEEP, DUG ON
CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
UNDER OR AROUND ROLL.
FIBER ROLL
NOT TO SCALE
J"-5" (75-125mm)
a·-10· 0/A.
(200-250mm)
IN X 1" STAKE
(25 x 25mm)
NOT TO SCALE
N
p
PLANNING
ENGINEERih,iG
SURVIYING
1/,0fESS/o
i:,\\D l. ~
~ NO. C-48670
Exp. 06-30-10
HUNSAKER
& ASSOCIATES
SAN DJfGO, INC.
10179 Huennekens Street
San Diego, Ca 92121
rH(658)5~•4500 · Fx:(858)558-1414
1 s;rr I
CM\.
OfCALI\
ENGINEER OF WORK
d-t4r •
48670 EXP. 6/30/04 DATE
BENCH MARK
OCSCRJPTION: 1J1MSS DISC IN lm.L I.KJNUJ,tENT
(5.0. CO. CONTROL PT.
RIIJ00-2tJIJ+IJ9 CC)
LOCltTION: ON EL CW/NO R£4L. 2.6.J I.II.
NL 'y F1KMI IA COSr..4 AVENUE
RECORD FRO/ti: NORTH COUNTY CONTROL LMTA
£1.EVATION: .Jll."/1 NGVD 1929
"AS BUILT"
EXP. i L-3()/ IC> ,-~
REVIEWED BY: ,'4r.lo,
O...TE
CITY OF CARLSBAD ISH91
ENGINEERING DEPARTMENT
1----1---+---------------t---t---:t---t----1 GRADING AND EROSION CONTROL PLANS FOR:
LA COSTA GREENS
NEIGHBORHOOD 1.12
I
APPR0VEO • ~ LLOYD B, HUBBS I Am 6 =s ,,e .#. ~ 1'.wrt Q,,✓12( 1----1---+---------------t---t---r----t----1 CITY ENGINEER tiYM EXPJ2/!\J/O.', DATE
r--~,,:.::~~~~~~M:,-l,,r,.~A~••-~ec.=,,~~~r~•---------t---t----t---t--7 1 ~
DAT£ INITML .__£M_1l:~~INI-TML__,,__Dlo_TF~_IN_IIML_4 ~ ~ <aYP
CliGINCClf or _. REVISION DESCRIPTION o11£1t -CllY _, . 1M1D ,r-Jur 11
PROJECT NO.
CT 02-21
DR,f,Wfl/G NO.
406-4A
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& ASSOCIATES
5/iN DIECO. INC.
l'LANf\lNG 10179 Hue!lrleken5 Street_
ENGINEERING San Dieg.o, Ca 92121
SURVEYlNC ?H(8S8)SS8-45.00· FXC85B]SSS•lN
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NO • 5
ENGINEER OF WORK
R.
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1*
1258.0 ~/
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BENCH
DESCRIPTION:
\
36* i
12s4.o I
MAR_K.
{lRASS DISC IN Wfll MONUMENT (S.D. CO. CONTROL PT. R1800-288+89 EC)
LOC<IITON: ON El.. CAMINO REAL. 2. 6.J Ill.
NL 'Y FROM LA COSTA AVf:NU£
RECORD FROM: NO!rrH COUNTY CONTROL ll'ITA
El£VAITON: 311.41 NGVD 1929
-~-~-.!. ... --' ' '
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"AS BUILT"
REVIEWED BY: ~A
c,;5,d~
INSPECTOt
i r
1291.0 I
oe/1'1 04-i':LM ADD !f:.ETAI/JI/-JG W<ILL
DATE: INITIAL
l':NCINfIR OF WORK REVISION DESCRIPTION
--, --....-:--. " ' -k.
DATE: INITIAL
OTHE:R APPROVAL CITY APPROVAL
40
SCALE 1 "= 40•
/
GRADING AND EROSION CONTROL PLANS FOR:
LACOSTA GREENS
NEIGHBORH.OOD 1.12
120
I SHgSI
APPROVE:D ~ LLOYD B. HUBBS
A-et e ~ ~,. ~ f/';/..,,41
Girt ENGINEER RC£ _2§ h~!2 /31 /05 7 D,4TE
DWN BY, ___ _
CHKD BY: GYP
RvWD BY: .JLR
PROJECT NO.
CT 02-21
DRAWING NO.
406-4A
R: \0329\!cEng\Groding\0329RG04.dwg[ 1275}Apr-18-2004: 20: 30 W.0. No. 2352-71
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& ASSOCIATES
SAN DIEGO, INC.
PlANNlNC :0179 Huemekens S-treet
!NGlNEERING Son Do.to, Ca •mil
suRvnrNC PH(B58)S511-4500· FX(B5S)5ja-141♦
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"" Exr,. 06-30-10
CM\.
OF C~\!
SHE BT N 0 • 6
ENGINEER OF WORK
~«'°--2 -~. R ND L. MARTIN _
R~O ~O £XP. 6/30/0,f
S E E SHEET N 0 • 4
~"·"' -· ,--· . ',, .. , ,
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,.--",,.• __ ,,,,,-
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SCALE 1 "a 40•
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OESCRIPTION: fff.?c8_~'fjrfJ.LLpf.O/tffo~sB+B9 t:c) ~ ~ ~ NEIGHBORHOOD 1.12
LOCATION: ON El. CAMINO REAi., 2.6J 1,//, ~ ,./~,;J,(Z,f/4,,..... Y?l,V<?J? APPROVED ~ LLOYD B. HUBBS NL 'Y FROM LA COSTA AVt:J,iUE :;I, ,,_ c/
R fl'-70 EXP. li/$Oll0 DATE ~~E"'x=rm:;,,;5 -fL.:.;tl?'. DACE
!J/IJ ()t, ~LM 'AS-bVII-T' " Rt:CORO FROM: NOKTH COUNTY CO/oflROL ll<\TA
t:LEVATION: 311.41 NGVD 1929
R: \0329\&Eng\Grcdi ng\0329RG05.dwg[ 1275]Mar-22-2004: 17: 59 W.0. No. 2352-71
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ENCINffRING
SURVEYING
HUNSAKER
& ASSOCIATES
S-'N DtEGO,. INC.
10179 i-tuennekens Stint
5M tltei,~ (<I 92 t21
PH(858)558·4500-rX(858}SS8-t4'l4
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DESCRIPnON:
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17
BRASS DISC IN WEU MONUMENT
\
\
(5.0. CO. CONTROL PT. R1800-288+89 EC)
LOCAnON: ON El. CAMINO REAL. 2. 63 UI. NL •y FROM LA COST'A AVfNUC
RECORD FROM: NOftTH COUNTY CONTROi. DATA
EI.CVAOON: 311.41 NGVD 1929 INSPECTOR
\
40 BO 120
t,t,·1'0'J'·~4 .ll\!!li __ :.Jr: I
SCALE 1"=40
/
~ L._C_IT_Y-==O=F==-C=A=R=LS=B_A_D__, I SHgETS I l---+---~----------------1---+---t---t---1 ~ ENGINEERING DEPARTMENT 1---~---1-----------------+---+--+---+------t
R: \0329\kEng\Grading\0329RG05.dwg( 1275]Mar-22-2004: 16: 00 W.0. No. 2352-71 ,..,.,
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. -. -.L-r-------------------------------------------------------------------..;... ________ ..... __________________________________________________________ -:"' ________________________ ."lc··"' t·
,;,_
HUNSAKER
& ASSOCIATES
SAN DIICiO, INC.
PL)J~f~ING 10179 I fuenrniens :5beel
ENGlt-lERING San Diego, Ca 92121
SURVEYtNG Pl-l(B58)55S-4500· FX(658)5S&-1414
<:ift.SSIO
'<' ,._~LIi/ 1:8 ~· ~ ~NO. C-4867
"' ~.06-30·
Cl\/\\.
Of C~\)
ENGINEER OF WORK
~i~'k.l._ R.ONDLMARTIN .
RC£ NO 48670 EXP. 6/30/04
<J/ta/oy
DATE
SE B NO • 8
BO 120
SCALE 1"=40•
r-----:~:;-:;:-;:-;::7:;-7,;-;-:;:;-;;-------,r----;;-:-::--::::::::-::;;------t==t==t===============t==t==t==:i===t GRADING AND EROSION CONTROL PlANS FOR: ·BENCH MARK· '-'AS BUILT" LACOSTAGREENS
BRASS DISC IN WELL /JONUIJENT 11
~Dn co.CAM~':::~PT~.:;s:,-288+89 EC) . -· /.Y~ J--/4d/o8 NEIGHBORHOOD 1.12
NI. 'Y FROM LA COSTA AV<NUC ~~~ ,IJAT£-t----.---+----------------+---+--+-----l----1 APPROVIT) • /C,:,,,t LLOYD B. HUBBS
4-8~ EXP. '-(30/fO y/w-,</ EX ~ ' 7'° DATE:
D£SCRIPTJON:
LOCATION:
RECORD FROM: NOtml COUNTY CONTROi. DATA
fiEVATION: .111. 41 NGVD 1929
DA TI" /Nln'L
ENG/NEER OF WORK REVISION DESCRIPTION l--'QA'----,,:'---~'N_m'--'--,v_+-DA~TI"~_,M_n4_L -t I ~:O ~ GYP
OTHER APPROV.AL ClrY APPROl?U. . RVWD gy, • ILJC
PROJECT NO.
CT 02-21
DRAWING NO.
406-4A
R: \□329\icEng\Grorling\0329RG07.dwg[ 1275}"9r-19-2□04: 11: 20 W.O. No. 2J52-71
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_ = L ~ i __ , __ -_•.· f .. j'~ ~ :,, ., ___ , . ..,, . ________ ...:___ ___ ....:...,_ ___ __.,:._ ___ ___:._ ___ _____..:. __ ___,._:__ ___ ...:___ ___ ....:...,__----r _ ___:_ ___________ -r _____ ---:-___ ~ __ ...
EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM OGRADY AT (760) 929-270!
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAJNY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE: RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING 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 ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND 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 PERIMffiR 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 £ND OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAJN 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 AGGR[GRATE.
11. SHOULD GERMINATION OF HYDROS[E:OEO SLOPES FAIL TO PROVIDE £FF£CTIVf: COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH Sm-\W INSTALLED IN ACCORDANCE WITH SECTION .35.02.3 OF
THE £ROS/ON 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 AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND TH£ 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 MORE IN HEIGHT AND ADJACENT TO A PU/JUC WALL OR
STREET.
b. ALL SLOPES 4 FITT OR MORE IN H£/GHT.
2. . AREAS GRADED FLA TT£R THAN 6: 1 WHEN ANY OF TH[ FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 50 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TH[ PARKS ANO RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION ID[NTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSITDE:D AREAS SHALL BE IRRIGATE:D IN ACCORDANCE: WITH TH[ FOLLOWING
CRITERIA:
C.
D.
I. , ALL SLOPE:S THAT AR[ GRADED 5:1 DR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL 8[ /RR/GA TED 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 SLOP[D LESS THAN 6: I SHALL 8[ IRRIGAT[D AS APPROVED BY TH[ 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, TYPES AND COSTS OF
TH£ ELEMENTS OF TH£ PROPOSED SYSTEM. ·
.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF TH£ SOIL AT TH[
OPTIMUM LEVE:L FOR THE GROWTH OF THE HYDROSEEDEO GROWTH. . / / /
HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THA/11:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE:
c. · 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs., PER ACRE OF ACHILLEA MILLEFOLIA , .
e. .3 lbs. P[R ACR[ OF ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLEC,,
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
. LOCATIONS WHERE THE AREA BEING HYDROS[EOEO IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES;·
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCAST/NG BEFORE HYOROSEEDING.
i. ALL SEED MA TE RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC Wffi/NG AGENTS MAY BE ADDED TO TH[ HYDROS[[D
. 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 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO TH[ SLOPE BY MECHANICALLY PUNCHING NO LESS THAN so;,: OF
THE STRAW INTO THE SOIL
.3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 15-20-0, WITH
15?: SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRf:.
AREAS TO BE HYOROSEEDED SHALL BE PREPARED PRIOR TO HYDROS££0ING BY: I_; ROUGHENING THE SURFACE TO BE PLANTED BY ANY 0~ A COMBINATION OF: /
. a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICl£NnY FRIABLE:.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVf:.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. TH£ ADDITION OF SOIL AMl:NDMENTS, PH ADJUSTM[NT, L[ACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
E. HYQROS[£0EO AREAS SHALL BE lyfAINTAINED 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 ANO ALL BONDS
RELEASED.
-~+ '~-,--~--=---~ g,,· ·r "".,·.? '
PUBLIC RIGHT-
OF-WAY
50' MIN.
12• MIN.
2' MINUS ROCK
EXISTING GROUND
PROFILE; FILTER FABRIC
! PUBLIC RIGHT-OF-WAY
1
JO'M/N.
T PLAN
STEEL SHAKER PLATES/RUMBLE RACKS
20' MIN. RADIUS
FENCE,rBARRIER TO RESTRICT
TRAFFIC TO CONSTRUCTION ENTRANCE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
I
STABILIZED CONSTRUCTION ENTRANCE
PER CALIFORNIA STORMWATER 8MP DWG. TC-1
6 IN (15 CM)
r
24 IN (61 CM)
l
COAl?SE ACCRECRATE
=• ~ •• ).,'",
. 0 i
(B)
L=DISTANCE SUCH THAT POINTS
A AND B ARE OF EQ(!AL ELfVATION
GRAVEL CHECK DAM
1. SET POSTS AND EXCAVATE: A
4 BY 4 IN (10 BY 10 CM)
r/lENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
.3. ATTACH THE FILTER FABRIC TO
TH£ WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TD
THE POSTS.
:::::a~4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
SILT FENCE
9 IN • cARTHEN RIDGE
Fill SLOPE
2 FT
UNLINED SWALE & BERM
GRA\/El FILTER
................. ...................... ----············ ......... . ... ... .... . ...
; ,;ell··
'I I RUNOFF'
WATER WITH
SEDIMENT
SEDIMENT
_,
WIRE SCRITN
FILTERED WATER
DROP INLET
WITH GRAT£
-~coNcRm BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
GRAVEL BAGS OVERLAP
ONTO CURB
------____ ..... /-______ .,./
/ RUNOFF / /
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED ·
GRAVEL BAGS
24"
11,.
I ' I •
LOG CHECK DAM
CING"\ B'(MIN.)_ S_PA
FOR WICLE
ACCESS I/
• '
SWALC a onn• UAV
C SEE TABLE BELOW)
A-
::ii -GRAI/El. B-IGS (TYP.)
5% ROADBED
T
~fNTERLINE ~ ~1 ~ ECnON OF -STREET FLOW
I~
~ SWALE
A ,_ PLAN
NO SCALE
~ --,r-
---
X
i!l
w-7,
WIDTH
8'
VEH
'(MIN.) SPACING FOR
ICLC ACCESS
20-30
31-40
ONE B4G MIN. GRAV£!. B4GS (TYP.) 1
Iii. ~
9t5k~0~u~ff5 SECTION A-A
NO SCALE
STREET SLDPC INTERVAL
LESS THAN 2'1 200'
2'1 TO 4JI 100'
4% TO 10'1 50'
MORE THAN I O:J 2.5' -
NOTE: PROVIDE VELOCITY REDUCER IN ALL
UNPAVED smETTS AT me INTERVALS
IND/CA TED ABOll!:
GRAVEL BAG VELOCITY REDUCER
NO SCALE:
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 2 E.A.
SILT FENCE 2,560 LJ'
UNLINED SWALE & SEIDi
D-75 LINED SWALE PER SHT.l
BLOCK-SCREEN-GRAVEL SILT BASIN
LIMITS OF CLEARING c!c GR.ADING
GRAVEL BAGS 3,500 EA.
FIBER ROLLS PER DETAIL SHT. 9 2,890 LF 0000000000·
PUNCHED STRAW
LOG CHECK DAM
/
GRAVEL CHEC)( DAlol
RIPRAP
HYDRO SEED AREA
PER SDRSD D-40
HUNSAKER
& ASSOCIATES
S A N O 1 E C. 0. I N C
MNNINC 10179 Huennel<ens Sn,et
ENCJNEERINC San Diego., Ca 9Zl21
SUltVEYINC PH(858)558-4SOO· FX(858)358.1410
ENGINEER OF
' J_
WORK
d~r
DAT~
BENCH MARK
DESCRIPTION: BRASS DISC IN Wfl.L MONUM£NT (S.O. CD. CONTROL PT.
R1800-28S+89 EC)
LOCATION: ON EL CAMINO R<AL. 2.63 ML.
NL 'Y FROM LA COSTA AVENUE
RECORD FROM: NOl?TH COUNTY CONTROL DAIJI
ELEVA noN: 311.• 1 NGVO 1929
"AS BUILT"
~M ✓~~ BfttJ/48
DATE RC£ 481,,7() EXP. '-/3t, /lo '
INSP~
,./tt/4,
DATE
1----+--+----------+--t--t---t---i~ CITY OF CARLSBAD i SH9E1S I ~ £NG/NEERING DEPARTMENT
J---+---l------------------jr---r---t---t---t GRADING AND EROSION CONTROL PLANS FOR:
OAT£ INITIAi.
ENGINEER OF WORK REVISION DESCRIPTION
DAT£ INITIAL DAT£ INITIAL
OTl/£R APPROVAi. crrr APPROVAL
LA COSTA GREENS
NEIGHBORHOOD 1.12 ;z,w ~ LI.OYD B. HUBBS
·A-~-~ .r/e.,/,,:::,i/
CITY ENG1Niiri£ EXP) 2 /31 /05 ' 7 DATE
OWN /J'f: --::::---
CHKD BY· GVP
R\/WD BY: ,/LR
PROJECT NO.
CT 02-21
DRAWING NO.
406-4A
R,\□329\~En9\Grodlng\0329RG08,dwg! 2119JFeb-24-20 □4,14,21 W.0. No. 2J52-71
n/U •
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PlANNINC
[NQNEERfHC
SUR\lt\'INC
SC-6
EBM
A
HUNSAKER
& ASSOCIATES
~AN DIICQ, INC.
1Ul1'J ""'"'"'""" --San ~ t:, ?Z1ZI .
l'H(a58)558-4SOO· FX(8"",B)S58.U'lt
--------, -"C'" -----~ -··
RIG-IT OF" WAY
I PAD I
FIBER Rtll.LS
SC-!!, SS-9
SEE NOTE
PLAN
6
6
Q
0
0
0
0
0
~ 0
0
6
0 -0 NO
0
0
0
0
0
0
9
" 0
~ -----......--
-3
A
~d
I
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a: 7
(ROUGH
SECTION "A-A"
SLOPE SEE
CITY STD.
DWG. GS-14
•
NOTES:
1. USE SS-2, SS-3, SS-4, SS-5, OR SS-7 AS APPROVED 9'1'
INSPECTOR.
2. SIDI~ TRAP, I' 4" PVC OlJTI...ET, 1' HIGH Ill J' WIDE
OVERFLOW ONTO SS--7 'If/ ONE ROW OF GRAVEL BAGS ALONG
EDGE C)f' SPILLWAY. TOP Of' TRAP 6" ABOVE OVERFLOW.
MIN. SIZE 10'x2Q' EOW SHALL DESIGN rOR PADS OVER
7,500 S.F.
0
I
,, tit/Y)tt
100 200
SCALE t"a 100
_ 1¥1 CITY OF C1\RLSBAD I SHgrs I ~---t---+---------------------,-----,--7---,-~ tNGINEERJNG DEPARTMENT
TYPICAL STABILIZED ROLGH PAD
NOT TO SCALE
f----t----+------------------i----r--,-,--,
.---------;_;_ _________ ""'l" _________________ ~t.:::.:::_:::_:::_:::j_:::_:::.:::.:::.:::t.:::.:::.:::.:::.:::.:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::_:::.:::Jt.:::.:::.:::.:::.:::.r.:::.:::.:::.:::J~.:::.:::.:::.:::+.:::.:::.:::.:::.::i I GRADING ANO EROSION CONTROL PLANS FDR:
BENCH MARK "AS BUILT" - . LACOSTA GREENS
DE:SCRJPnDN: · f!PASS DISC 1H WFLL MONUMENT ~ k-NEIGHBORHOOD 112 (5.0. CO. CONTROL PT. R1800-288+89 tC) ~ Y,/L ~" .d -•
LOCATION: ON fi CAMINO Rf;IL. 2.63 Ill. -~ /Zf~ a 'a APPROVED , LLOYD B. HUBBS ENGINEER OF WORK NLYFROMLAcosTAAVENuc ,irE ~-"-~,,,-7ye-;__t==""~~_,·=s/~l-2't
-t-;,R~C;-;E~
4
~B<.-;;-;7;;0~--;-EX~P:-,_i._f~_O,_l._10 _______ -_7 ~~~~-=-~~-=-t.~~--.-,-=-~~~-=-~~~-=--=-~-=-~~~~~-=----=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-;~-=--=--=--=--=-it--_---=--=--=-it"_-=--=--=--=--=-~-=--=--=--=--.1 l.!C~l=TY~E~N~G=ll<~E~E~R=' "":::'C~E~~r=._=._=._:::._~;_~:::._::_~E;_X;._P::'_''::."~'-1•::_:111::._l~ /::05;-;: r,-::"?~==-=-~0=14~T~E; ~ ~ t1] r 0. i/4 RECORO FROIJ: NORTH COUNTY COlvTROl. DATA Rtl/lEWED BY: / f ,l/t/()6 ~1..,1,,f 1,;., 'A~-eu11 ... r• · -rDWN BY:____ PROJECT NO. DRAWING '10.
, -~ _ ~ /f>. ot/ · _ _ J/_ I,;.; ii-ke./4• DArc: ,,wriAL DAr, 1NmAL DATE tNJnAL c_~;~!:, ~-: J:f CT 02-21 406-4A
l1R~'AYf1Wi[J~Y~~iL~-~M.~l4~R~Tl~N~:.!'.~~~--0~14~T~E'..__J~~~~:___::~;!2'.,_ ___ ;.... ___ __:~'.!:,_.!!,~JG~'~$[:========:::•£--;-;!-:;:--~-r::::..1E~•:IG:'.''N:£!f:f?~O!F:.:wo;:1?:K1 ___ ~R::E~V,:J5~1~0=N.:..:O~E~5:C:R:IP~T/~O=N.:.. ____ Llo:n~1c;:f?~A~PP:::,9~0~•1A~LJ._c~1:TY::..:AP:P:R~O:VA~L:..JL:;'="'v=o=,.=.=·=-===================~ RCc--lvO 48570 £XP. 5/30/04 ElEVAnON: JI 1.4,1 NGVD 1929 iNSPf:CTOiil M,c
• -------------------------------------------------;:---;:-;:;:;-;;;::;-~;:::-::;:-;:;:--:--:-;-:-:-,-_-n--c,~;;,;:-,;:-,;:;;-:;:_-_-_-_,,-;:,:;-:;-e:;;-c-_-,--;_-~_-;:,--;~;;;:-n-_-•-_--_-,7,:-";;s-,i,,,--;;:-,;;;----~ R: \0329\tEng\Groding\0329RG09.<'·•g[ 21 '91Feb-24-2004: 14: 25 W.0. No. 2352-71
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