HomeMy WebLinkAboutDWG 471-4A; MS 08-04; PALENSCAR MINOR SUBDIVISION; 01-02' ' !
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GRM)ING: NOTES
(IN ADD/,TION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE:
CARLSBAD MUNICIPAL COD£) .
1. THIS PLAN SUPtRSEDES ALL OTHE:R PLANS FIREVIOUSL Y APPROVED BY THE: CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2, APPROVAL OF THIS PLAN DOES NOT LtSSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER . ADD/110NAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PRo.ECT. THE ENGINE:ER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS l'tHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEvO.OPF:R OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND 0/,//SSIONS
DISCOVE:RW DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROl,/PTl Y
SUBI.IIT7W TO THE CITY ENGINEER FOR APPROVAL.
4. A .RIGHT-OF-'WAY P£RMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK ,IN THE PU8LIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A
CE:RTIRCA 1c OF .INSURANCE AS El AS ADDlnONAL INSUR£D ENDORstl./E:NT MUST BE
RLED NAMING THE CITY OF CARLSBAD AS AN ADDlnONAL INSURED ON THE
PE:RM/TTff'S POLICY IN THE MIN/1,/UI,/ AMOUNT OF 11,000,000.00 FOR EACH
OOOURRANCE OF LIA81LJTY. THf IN$URANOF COMPANY 'rtRLUNG THf POtlGY MUST
JilllE. A RATING Of "A-" OR BETTER ANO A $/ZE CATEGORY Qt CLASS VII QR BETTER
AS ESIABLISi::IE.D BY "8£:srs· KEY RA TING GUIDE.
5. UNLE:SS £XEI.IP1ED BY SE:t_110N _ J01.(b)5 OF THE: UN/FORM ' BUILDING CODE:,
RE:TAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY RE:QUIRE: SEPARATE
PERI.I/TS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE GOMl,/ENCE:D UNTIL ALL PfRMITS HAVE: BE:EN OBTAINW FRO/,/
THE: CITY AND OTHER APPROPRIA 1E AGENCIE:S.
7. APPROVAL OF THE:SE: PLANS BY THE CITY ENG/NE:E:R DOE:S NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PE:Rl./1SS/ON
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO RE:VISIONS WILL BE MADE: TO THE:SE: PLANS WITHOUT THE ,WRITTEN APPROVAL
OF IHE CITY ENGINE:ER, NOTED WITHIN THE: REVISION BLOCK, ON THE
APPROPRIATE: SHEET OF THE PLANS AND THE TITLE SHE:ET.
9. ORIGINAL DRAWWGS SHALL BE:COl,/E THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY E:NGINEER. .
10. THE: ORIGINAL DRA'MNG SHALL BE REVISED TO REFLECT. AS--,BUILT COND/110NS
BY THE ENGINEER-OF-WORK PRiOR TO FINAL ACCEPTANCE: OF THE WORK BY THE: CITY. .
11. ACCESS FOR FIRE: AND OTHER E:MERGENCY VEHICL£S SHALL 8£ MAINTAINE:D TO
THE PROJECT SITE: AT ALL TIMES DURING CONS7RUCTION. ''
12. l'tH£R£ 7RENCHES ARE WITHIN CITY £:ASflJENTS, A SOILS RD>ORT COMPRISED
OF:_ (io) SUMMARY $HE:E:T, (8) LABORA TOR_Y 'WORK SH_E:£TS _A_ND (Cl_ _COi.iPA CT/ON
CURVES, SHAU. BE SUBMITTED BY A PROFESSIONAL £NGIN££R OF TH£ STA TE OF
CAUFORNIA, PR/NC/PALLY DOING BUS/NESS IN THE FIELD OF APPL/fD SOILS
ME&ANICS. THE SOILS REPORT ·'MLL Bf SUBMITTED TO THE CITY £:NG/NEERING
INSPE:CTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
1J. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION RE:GARDING
ADHERENCF TO RECOMMENDA T/ONS OUTLINED IN THE SOIL~ RE:PORT IS REQUIRED
PRIOR . TO THE: ISSUANCE OF A BUILDING PERMIT. ALL ' CON7ROLLED GRADING
SHALL BE: DONE UNDE:R THE DIRECTION OF A PROFESSIONAL ENGINEER OF TH£
STA TE: OF CAUFORNIA PR/NC/PALLY DOING BUS/NE:SS IN, THE FIE1D OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTIJRf RLL AREAS SH/,,LL Bf CONS7RUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPl!CIFICA TIONS AND THE:
• EARTHWORK SPfC/RCA TIONS " A TTACHE:D TO THE: PREUMINARY SOILS
:NVEST/GA TION. _DAILY FlfLD COMPACTION REPORTS WILL I 8£ SUBMITTED TO THE
PRO,ECT INSPECTOR. , ·
14. A PRfCQNSJRl[CTIQN MffT1NG SHAii Bf HflD AT THf S/Tf PRIOR IO lHf
Rf:G/NNING Of OK AND SHA( t Rf A TTEN{)ff) RY At I Rf PRFSfNTA 771,fs
RESP~NSIBLE EOR CONSTRUGIIDf,/'cWfcTION. SUPER\4S/ON,t]ESTING ~ ALL QTH£R Aft 75 Of THF ij:JRK THE: · ACTOR SHALL REQU ST A PR£ NS7RUCTION
M.EITING BY CAWNG THf INSPF:CTION LINE AT (760] 4JB,.3891 AT LfAST FIVE(5)
WORl<ING _DAYS PRIOR TO STARTING CONSTRUCTION. THE'_ co~mA~TOR_ 'MU. THEN '3E'.
CONTACTED BY THE PROJfCT INSPECTOR TO COORDINATE A DA 1E AND TIME FOR THE
PRECONSTRUCTION MEE:TING. APPROVED ORA 'MNGS MUST BE AVAILABLE: PRIOR TO
SQHE:DULING. THE: GRADING PE:RI.IIT WILL BE: PROVIDED BY THE: PROJECT INSPECTOR
AT TH£ MEETING. I ·
15. ALL /NSPFCTIQN R£oufsTS QTHFR THAN FOR PRfCOt/STRIJCTION MffDNG IMU Rf
fJAOf . RY CAUfNG lHf ENG/NffRING 24=HQUR tNSPfCIZON RfDllf"ST I INf AT
~601n1fri.lfJEFWfk~rN~tw8fa. Rfff~~O:f'i/0it! 0ifb1 .ff.if NE:XT WORK DAY UNI.£~ )\~sr OTHER'MSE. EQUESTS MAD£ AFTER
2: 00 P.M. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS ~ATER.
16. THE OWNtR AND/OR APPLICANT THROUGH_ THE DEVELOPf~ AJ>/P/OR CONTRACTOR
SHALL DfSIGN, CONS7RUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLE:L Y RESPONSIBLE: FOR CONFORMING TO ALL LOCAL,
STATE: AND FE:D_ERAL SAFETY ~ND H!ALTH_ STANDARDS, LA'f-l AND REGULATIONS.
17. THE: CON7RACTOR SHALL CONFORM TO LABOR CODE: SECT/Of':/ 6705 BY SUBMlmNG
A DE:TAIL PLAN TO THE CITY ENGINE:E:R AND/OR CONCER,N£D AGENCY SHOWING
THE: DESIGN OF SHORING, BRACING SLOPING OR OTHER P/fOVISIONS TO BE: · MADE
OF ·WORK£R PROTECTION FROM THE HAZARD OF CAVl~G GROUND DURING THE
E:XCAVA TION OF SUCH TRENCH OR TRENCHE:S OR DURING 'THE PIPE INSTALLATION
THE:Rf/N. THIS PLAN MUST Bf PR£PARfD FOR ALL TRENCHES FIVE FEET (5'1 OR
MORE IN DfPTH AND APPROVED BY THE: CITY ENGIN£sf! AND/OR CONCERNE:O
AGENCY 'PRIOR TO EXCAVATION. IF TH£ PLAN VAR/fS FRQM THf SHORING SYSTEM
STANDARDS E:STABU!':I-IED BY TH£ · CONSTRUCTION SAFETY ORDD?S, TITLE 8 =L'fo r~~wm£ClfJitJ&10Rlii~f Ai ~!BfftARfet 8lsH~
£.XCA VA TION PERMIT MUST 8£ SUBMITTED TO THE' INSPECTOR PRIOR · TO £XCAVA TION. ,
18. NO H~_STING SHALL BE_ PERFORMED UNTIL A_ VAJ:ID _B~ASTING PEl?MIT HAS BEEN
OBTA/NfD FROM THE CITY OF CARLSBAD. SUBMIT APPt/CA TION FOR BLASTING
PERMIT 11£:LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAfi40WCAL RE:SOURCES AR£ DlSCill£!:lf 1t17'1J~ ANY ~I( AREA
DURING CONS UC ON, QPF;RATIONS IMLL ~ .. SE ILAJIAZRl'. AND T/1E
PERMITTEE: 'MU. NOTIFY . THE CITY ENG/NE:E:R. OPE:RA Tl<DNS 'WILL NOT RE:START
UNTIL THE PERMITTIT HAS RE:CE:/VED 'M?ITTf:N AUTHIITY FROM THE: CITY
ENGINEER TO DO SO. _
20. ALL OPE:RA TIONS -CONDUCTED ON THE: SITE: OR ADJA . NT THERITO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE: OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPl.lfNT. CONS7RUCTION EQUIPMENT AND ANY OTHER ASSOC/A TfD
GRADING EQUIPMENT SHALL BE LJMITE:D TO THE PERIOD I 8ETV£EN 7:00 A.M. AND
SUNSET E,A,CH DAY. MONDAY THRU FRIDAY AND NO EAffTHMOVING OR. GRADING
OPERA 110NS SHALL 8£ CONDUCTFD ON 'ttf:D<F:NDS OR HOUDA YS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT TH£ £NG/NE:£RING DE:PARTMENT COUNTER.)
21. ALL Off-fJlrHAUL RDU~· Bt SUBMITrrD RY THt CONTRACTOR IQ THt CITY _Em;_/ FL FOR APP L · FULL. ,WORK/NG DAYS PRIOR TO BEGINNING OE_
MJBJS.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MA 1ERIAL SHALL BE
DEPOSITED AT, . A SITE: APPROVfD. BY THE CITY fNGINEfR. TH£ CQN]RACTQR
SHALi, Rt RFSPQNSIBLt fQR ANY D£RRtS OR DAMA/it OCCURRING ALONG TH£ HAUi, RQUJES Off ADJACE:Nrsoors AS A RESULUJF ]HE GRADING Ol'ERAilON.
2J. BRUSH SHALL BE R£J.fOVED ONLY ~THIN THE AREA TO BE GRADED. NO TRffS ARf
TO BE RE:MOVED UNL£SS SPEC/RCALL Y NOTED ON THE PLAN.
24. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING RESULTING IN TH£ PONDING OF
WATER IS NOT PE:RMITTED. ALL E:ARTHEN SWALES AND DITCHES SHAU. HA VE A
1,//N/I.IUI,/ ONE: PE:RctNT SLOPE:.
.25. Tl1E:SE PLANS ARE SUB.£CT TO A SJGNE:D AND APPROVED SET OF .£ROS/ON
CONTROL PLANS. EROSION CON7ROL SHAU. BE AS SHOWN AND AS APPROVED BY
THE: CITY E:NGINE:E:R OR AS D/RECTFD BY THE PROJl':CT INSPECTOR.
26. ALL SLOPES SHALL BE TRIM/r/ED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE: SITE SHALL 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHfR DEBRIS SHALL Bf RE:MOVED
AND DISPOSE:D OF AT A SITE APPROVED OF BY THE CITY ENG/Nl':ER.
27. AU. SLOPES SHALL BE /RR/GA JED, STAB/UZ£D, PLANTED AND/OR HYDROS£E:D£D
WITHIN. TEN (10) DAYS OF THE: TIM£ 11,HEN EACH SLOPE IS BROUGHT TO GRADE
AS SHO'IIN ON THE APPROVED GRADING PLANS.
-3076\(3P-EP_12-13-11
28. LANDSCAPING SHALL BE: ACCOl,/PL/SHfD ON ALL SLOPfS AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRA'MNG NO. . NIA , AND/OR AS DIRECTE:D BY THE CITY
£NGINEfR OR PLANNING DIRECTOR.
29. THE Ov.t,ER/APPLICANT SHALL INSURf THAT ALL CONTRACTORS SHALL COORDINA 1E
THE WORK OF THl':SE GRADING PLANS 'MTH THAT SHO'IIN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE: /1,/PROVE:MENT PLANS AS REQU/RfD FOR THIS
WMK IN ACCORDANCE WITH THE: LANDSCAPE MANUAL TIM£ REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE Rf/NFORC£D CONCRE:TE PIPE WI TH A MINIMUM
D~LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES. UP TO 15" PVC MAY BE
UT/UZED . PROVIDED DEPTH_ IS _ LESS THAN 15 FEE:T AND BACKFILLED 'MTH J/4"
ROCK P£R SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR
SOR JS SOLID WALL PIPE.
J1. 'MIER£ AN E:XISTING PIPE: UNE: IS TO Bf ABANDONED AS A RE:SULT OF THE
GRADING OPtRA TION, IT SHALL BE REMOVED VtlTHIN MNTY FEET OF BUILDING
OR STRE:E:T ARE:AS AND RE:PLACED VtlTH PROPE:RL Y COMPACTED SOILS. IN OTHER
AREAS THE PIPf WILL BE PLUGGE:D WITH CONCRETE: OR REMOVED AS APPROVED BY
THE CITY ENG/NITR.
J2. THE: CONTRACTOR SHALL VERIFY THE LOCA 110N OF ALL EXISTING FACILITIES
( ABOVE: GROUND AND UNDER GROUND ) WITHIN THt PROJECT SITE SUFFICIENTl Y
AHE:AD OF GRADING TO PERMIT THE REVISION OF TH£ GRADING PLANS IF IT IS
FOUND THAT THE ACT/JAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. .
JJ. THE _CONTRACTOR SHALL NOTIFY AFFECTED UTIUTY COMPANIES (SEf BELOW) AT
LE:AST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NE:AR THE:/R
FAC/UT/E:S AND SHALL COORD/NA 1E THE WORK 'MTH A COl,/PANY RE:PRESENTA TIVE.
UNDERGROUND SERVICE: ALERT (BO. Q.~4·2.2-41.JJ SDGM (800 660-7343
AT&T (800 892-0123
TIME: WARNER CABLE (760)4J8-7741
COX COMMUNICATIONS (760)806-9809
CITY OF CARLS8AD(STREETS & STORM DRAIN} (760!4J4-2980
'CITY OF CARLS8AD(SEll£R,'WA 1ER & RE:CLAIMED WATER) (760 4J8-2722
'SAN DIEGUITO WATER DISTRICT (760 6JJ-2650
"LEUCADIA WAS1EWA TER DIS7RICT (760 75J-0155
'VALLE:C/TOS WATER DISTRICT (760 744-0460
'()LIVENHAIN WA 1ER DISTRICT (760)753-6466
'8UENA SANITATION DISTRICT (760)726-1J40
•AS APPROPRIATE
J4. PERMIT COI.IPUANCE R£QUIREI.IENTS:
A. FOR qoN1RQ( tEQ GRAD~ -THE AP. PL/CANT HIRES A CIVIL E:NGIN££R,
SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE: AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL COD£.
B. eR/OR TO FINAL APPROVAL Of A GRADING PERMIT -TH£ FOLLO'MNG
REPORTS MUST 8£ SUBMITTED TO Tl-If CITY ENGINffR VIA TH£
PROJE:CT INSPE:CTOR {15. 16.120 A.10} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERvlSING GRADING ENGINEER STA TING ALL
GRADING IS COMPLETE:. ALL EROSION CONTROL, . SLOP£ PLANTING
AND /RR/GA TION ARE /NSTALLfD IN CONFORMANCE WITH CITY
CODE AND TH£ APPROVED PLANS ( OBTAIN SAMPLE OF COl,/PL/ANCE '
LETTER FROM CITY ENGINEERING DEPART/,,f£NT). .
(2) AS-.BUIL T GRADING PLAN.
(J) REPORT FROM THE: SOILS £NGINEE:R, 'Ml/CH INCLUDES
RECOMI.IENDE:D SOIL BEARING CAPAC/TIE:S, A STA TE:MENT AS TO
THE E:XPANSIVE QUALITY OF TH£ SOIL. AND SUMMARIES OF
~itoE AN_f sfl~~;OR;Y rr~;s-s!J/.~ ~fk°t/ER SH~1±T AfJf ·
GRADING WAS DONE IN ACCORDANCE: WI TH TH£ RE;QUIRE:I.IENTS AND
RECOI.IMENDA TIONS OUT/JNED IN THE PREUI.I/NARY SOILS REPORT
AND ANY SUPPLEMfNTS THERETO.
(4) REPORT WIT!i AS-BUILT GE:OLOGIC PLAN, IF REQUIRED BY THE:
CITY.
JS. UNLESS _A . GRADING PERMIT FOR THIS PROJE:CT IS /SSUE:D 'MTH/N ONE (1)
YE:AR AFTER THE: CITY ENG/NffR'S APPROVAL, THESE: PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PLANCH£CK. PLANCHE:CI<. FEES WILL BE REQUIRED FOR
ANY SUCH RECHfCK.
J6. THt SOILS REPORT TITLED GEOTECHMCALINVESTIGAilON FOR PROPOSffiB£SJD£NC£
. .3798 HIGHLAND DR. CARLSBAD. CA PR£PARE:D BY
MARffN R. O'ttf:N_ . , DA TED . AUG 25__,2Qto SHALL BE CONSIDERE:D
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 8£ DON£ IN ACCORDANCE
WITH THE: RE:COMMENDA tlONS AND SPfCIFICA TTONS CONTAINED IN SAID SO/LS REPORT.
37. IN ACCORDANCE. WITH TliE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY
Tli/S PLAN SHALL INCLUDE: . "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES
DOWNSTRE:AI.I. STENCILS SHALL BE: ADDE:D TO THE SATISFACTION OF THE CITY ENGINEER.
"DECLARATION OF RESPONSIBLE . CHARGE"
I HF:R£BY __ DECLARE _THAT I AM THE: ENGINEER OF WORK FOR THIS I PROJE:CT, THAT I
HA VE £XERC/SE:D RESPONSIBLf CHARGE OVER THE DESIGN OF TH£ PROJECT AS D£RN£D
IN S£CT/ON 670J OF THE; BUSINESS AND PROFESSIONS CODE, AND THAT TH£ DESIGN IS
CONSISTENT 'MTH OURRfNT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJE:CT ORA 'MNGS AND SPECIF/CATIONS BY TH£
CITY OF CARLSBAD DOES NOT RE:U£VE I.IE, AS ENGINEER OF WORK, OF MY
R£SPONSIBILITl£S FOR PROJECT DE:SIGN.
FIRM: THE: SE:A BRIGHLCJ)MPAf'L'(____
ADDRESS: 4322 SEA BRtGH T PLACE
CITY, STA TE:: CARLSBAD. CA 92008
TELEPHONE· (760) 720 0098
BY: ROBtRT O. SUKUP DATE: I 13 il
R.c.£. No.,_...2e..,J,.o,..2 ____________ _
RE:G/S7RA TION E:XPIRA TION DA TE: ~O""J/.~J,.,.1"/1=2 ____ _
SOILS ENGINEER'S CERTIFICATE
I, . MARTIN R. 'Olt);N . , A REGISTERED C/\IIL &
GF;OTECHNICAL F;NG/Nf;£R OF THE STA TE: OF CALIFORNIA, PR/NC/PALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY C£RTIFY THAT
A SAMPLING AND STUDY OF THE: SOIL CONDITIONS PRfVALENT WITHIN THIS
SIT£ WAS MADE BY 1,/£ OR UNDE:R MY DIRfCT/ON BfTWffN THE: DA TES OF
AUGUST 12 , 2010 AND AUGUST 25 , 2010 . TWO COPfES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH 1,/Y
RECOMME:NDA T/ONS, HAS BE:E:N SUBMITTED TO TH£ OFFICE OF THE CITY
£NG/NE:ER.
MAR11N R. OWEN
4962 CRE:SITA DR
SAN DE/GD, CA 92115
(6J_9)_81J-8462 __
REPORT NO. 100812
DA TED B/25/10
S/GNtD:
G.E./P.E'.. NO.:~"F'<::....;""'-'CIC.lla-------
DATf: _'2,_ q_
UCENSE EXP/RA 110N DA TE:
PROJECT LOCATION
THIS PROJECT IS LOCATED VtlTHIN ASSESSORS PARCEL NUMBER(S)
205-220_-8 7
THE: CAUFORNIA COORDINA 1E INDEX OF THIS PROJECT IS:
N ~8 £_~/6=6~5~-------
EROSION CONTROL NOTES
1. IN CASE El.lf/lGENCY WORK IS REQUIRED, CONTACT _.....,,,TH-"OM=A.,S....c.P~ALE=-=N=S=C~AR~-__ AT
(760) 729-3967 (PHON£ NUMBER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE: MAD£ AVAILABLE AT ALL
TIMES DURING TliE RAINY StASON. ALL NtCE:SSARY MATERIALS SHALL 8£ STOCKPILED ON
SITE AT CONVENIENT LOCA T/ONS TO FAG/LITA TE RAPID CONS7RUCT/ON OF TEMPORARY
DEVICfS WHEN RAfN IS E:MINENT.
J. DEVICES SHOWN ON PLAN$ SHALL NOT BE MO",,!D OR MOD/RED 'MTHOUT THE APPROVAL
OF THE; ENGINE:E:RING INSPECTOR.
4. THE CONTRACTOR SHALL RESTOR£ ALL E:ROSJON CONTROL DEVICES TO WORKING ORDER
TO THE SA T/SFAC110N OF TliE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL
5. THE CON7RACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL I.IE:ASURE:S AS MAY BE
R£QUIRE:D BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPfRA TIONS OR
UNFORESEEN CIRCUMSTANCES 'Ml/CH MAY ARISE:.
6. TliE CONTRACTOR SHALL BE .RESPONS/BLf AND SHALL TAK£ NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRE:SPAS$ ONTO AREAS 'MIER£ IMPOUNDED WATERS CREA 1E A
HAZARDOUS CONDITION.
7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER TliE APPROVED GRADING PLAN SHALL
BE; /NCORPORA TfD HfRfON.
8. GRADE:D AREAS AROUND THE: PROJE:CT PER/1,/E;TE:R MUST DRAIN AWAY FROM THE FACE OF
SLOP£ AT THE: CONCLUSION OF EACH WORKING DAY.
9. ALL R£J.fOVABL£ PROTECTIVE DEVICES SHOWN SHALL BE /N PLACE: AT THE END OF EACH
WORKING DAY 'MifN THf FIVE (5) DAY RAIN PROBABIU_TY FORE:CAS_T £XCfEDS FORTY
PERCENT (40%}. SILT AND OTH(R DfBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL Bf BURLAP TYPE WITH J/4 INCH MINIMUM AGGRE:GRA TE.
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90,C COVERAGE:) PRIOR TO NOVEMBER 15, TH£ SLOPES SHALL 8£
STABIUZ£D BY PUNCH STRAW INSTALLED IN ACCORDANCE 'MTH SECTION J5.02J OF THf
EROSION AND SEDIME:NT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVA T/ON,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PE:RMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE: STANDARD
SPE:CIFICA T/ONS AND THE: FOLLOWING:
A. HYDROSEEDING SHAU Bf APPUED TO:
t. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR S1E£P£R WHEN
THEY ARE:
a. THR£E FE£T OR MORE IN HE'.IGHT AND ADJACENT TO A
PUBLIC WAU OR STREET.
b. ALL SLOPES 4 FEE:T OR MOR£ IN HEIGHT.
2. AREAS GRADE:D FLATTER THAN 6: 1 WH£N ANY OF THE FOLLO'MNG CONDITIONS
EXIST:
a. NOT SCHWULcD FOR 11./PROVE:I.IENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS H/GHL Y
VISIBLE: TO TH£ PUBUC.
c. HA VE ANY SPfCIAL CONDITION IDENTIRE:D BY THE: CITY ENGINEER
THAT WARRANTS /1,/MED/A TE TRfA TMENT.
8. HYDROS££DE:D ARE:AS SHALL BE: IRRIGA TED\IN ACCORDANCE 'MTH Tl-If FOLLOWING
CRITERIA: . · ,
1. ALL SLOPES THAT ARE: GRADED 6: 1 OR STEEPER AND THAT AR£:
a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HAND
WA 1ERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL
SYSTEM OF LOW PRE:CIP/TA TION SPRINKLER HfADS PROVIDING 100%
COVERAGE.
b. GREATER THAN 8 FEET IN HE:/GHT SHALL BE WATERED BY A
CONVENTIONAL SYS1EI.I OF LOW PRECIPITA 110N SPRINKLE:R HE:ADS
PROVIDING 100,C COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL 8£ /RR/GA TED AS APPROVED BY THE CITY
fNG/N££R, PRIOR TO HYDROS£EDING. TH£ DEVELOPER SHALL SUBMIT A PROPOSfD
SCHEI.IE TO PROVIDE /RR/GA T/ON TO THE CITY fNGINEfR. THE PROPOSAL SHALL BE:
SPfCIRC RfGARDING THE: NUMBERS, TYPES AND COSTS OF THE: £LEI./ENTS OF THE
THE PROPOSE:D SYSTEM.
J. /RR/GA TION SHALL MAINTAIN TH£ MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR TH£ GROWTH OF THE: HYDROSE:WE:D GROWTH.
C. HYDROSE:E:DING MIX SHALL CONSIST OF ALL OF THE: FOLLO'MNG:
t.
2.
J.
SEE:D MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE: OF ZORRO FESCuE
c. J lbs. PER ACRE: OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PF:R ACRE: OF ACHILLEA MILLEFOLIA
e. J lbs. PfR_ I\CRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE OF DIM~PHOLECA __
g. ITEMS c,d,e, AND f OF THIS SUBSE:CTION MAY 8£ OMITTED ON
LOCA T/ONS WHERE THE AREA BEING HYDROSEEDED IS NOT \,!SIBLE
FROM EITHER A PUBLIC STREET OR RE:SIDENTIAL STRUCTIJRES.
h. ITEM a OF THIS SUBSE:CTION MUST BE INOCULATED 'MTH A
NITROGE:N FIXING BACTERIA AND APPLIE:D DRY EIT!iER 8Y DRILLING
OR BROADCASTING BEFORE HYDROSEEDING.
i. ALL SITO I.IA TERIALS SHALL BE: TRANSPORTED TO THE JDBS/1E IN
UNOPENED CONTAINtRS 'MTH THE CALIFORNIA DEPARTME:NT OF
FOOD AND AGRICUL TIJR£ CERT/RCA TION TAG A TTACHE:D TO, OR
PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOXIC WEmNG AGENTS MAY 8£ ADDED TO THE
HYDROS££D SLURRY AT THE DISCRETION OF THE CONTRACTOR.
TYPE 1 MULCH APPLIED AT THE RA TE OF NO LE:SS THAN 2000 lbs PE:R ACRE.
TYPE 6 MULCH (STRAW) MAY 8£ SUBSTITUTED, ALL OR PART. _FOR
HYDRAULICALLY APPLIE:D RBffl MATERIAL. WHEN STRAW IS USED IT MUST B£
ANCHORED TO THE SLOPE: BY MEGHAN/CALLY PUNCHING NO LESS THAN 50,C OF
THE; STRAW INTO THE: SOIL.
FERTILIZE:R CONSIST1NG OF AMMONIUM PHOSPHA 1E SULFA TE, 16-20-0, WITH 15,C
SULPHUR APPLIED AT TH£ RA 1E OF 500 lbs. PER ACRE.
D. ARfAS TO BE HYDROSffD£D SHALL 8£ PREPARED PRIOR TO HYDROSEED/NG BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
o. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARRO'MNG ARE'.AS 6: 1 OR FLA TT£R THAT AR£ sumc/ENTl Y
FR/ABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING /1EI.IS a OR b
ABO~.
SOURCE OF TOPOGRAPHY
~<ooFE~.8.io,i,~ 2. CONDITION/NG TH£ SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.
¼"' ~-···"'< ,, a. ADJUSTING THE SURFACE SOIL MOISTURE TO PR0\4DE A DAMP
TOPOGRAPHY SHO'IIN ON THESE PLANS WAS GfNERA TED BY AFR/Al WE!J.. ME:THODS FROM INFORMATION GATHERED ON MARCH 28
2!Hll. BY MffiCAIQR &; ASSOCIATES ------
TOPOGRAPHY SHOWN H£RE:ON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
§'f0'11 R. °'0::;1\ BUT NOT SATURATED SEED BED.
"' ::,"" ,'),-\ b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
I 15 No '3 I', ✓ 11 ~' COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
, ~ Exp 11/l'fJ 1/ '.Ji GROWTH. ~ "'"~ CfY\\. /;,,·~ HYDROSE£DED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL TH£
~(~~o'· TH£ PROJE:CT IS P£Rl,/ANtNTl Y LANDSCAPED OR, FOR AREAS WHERf HYDROSEfDING IS THE
~-c~ ' TH£ PERMANENT LANDSCAPING, UNTIL THE PRO.£CT IS COMPLETED AND ALL BONDS
RELE:ASf:.D.
VICINITY MAP
CITY OF OCEANSIDE
78
__..-,-1 CITY OF VISTA
PACIFIC
OCEAN
CITY OF ENCINlfAS
THOM. BROS, PG. 1 '06 G-6
LEGAL DESCRIPTION
~o~
CITY OF
SAN MARCOS
THAT PORTION OF TRACT 246 OF THUM LANDS, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO MAP THfRfOf'. NO. 1681, FILED IN TH£ OFFICE OF THE'. COUNTY
RECORDER OF SAID COUNTY, DECEMBER 9, 1915. SE:E: PRELIMINARY
TITLE RE:PORT /SSUE.D BY FIDEUTY NA T/ONAL 11TLE: COMPANY, ORDER
NUMBERS 09-42J6916 AND 09-42366926, DA T£D OCTOBER 5, 2009
FOR FULL DESCRIPTION.
OWNER'S CERTIFICATE
I ( WE ) HF;REBY CERTIFY THAT_ A RfgtS1ER£D SOILS ENGINE'.E:R OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUP£R\IIS£ OVE:R-ALL
GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY/ OF
THIS SITE_._':J ~ ./J ~•' I 2./2 2-j t/
THOMAS PALiNSCAR . DA fi 1.
BENCH MARK
DESCRIPTION: Z 5" BRASS DISC MARKED CITY Of CARI SBAQ Cl SR 120
LOCA TTON: 1M:$I CURR Of VA( t FY STRFE' 85' $QI/TH Of MAGNQUA
A VfNl/f IN EROH I OF VAIi FY ,l/NIOR HIC,tl SCHQQL
RECORDfD· CITY QF CAR/ SBAQ S//RVFY CQN]RQI NFTWQRK
£LEVA TION: 176.554 DA TIJM: NGVf) 29
REFERENCE DRAWINGS
DWG 158-8, SHEET 5
EARTHWORK QUANTITIES
CUT: 125 CY
RLL: 475 CY
IMPORT: J50 CY
EXPORT 0 CY
RflJEDIAL: J60 CY
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF' THE CONSTRUCT/ON OF ALL cu~ AND FILLS,
REME:DIAL GRAD/NG, DRAINAGE FACILITIES, EROSION CON7ROL FAC/Ll1ES, AND
PLANTING OF PERMANENT LANDSCAPING AND PRE:PARA TION OF AS-BU/LT GRIDING PLANS,
AS-BUILT GEOLOGIC MAPS AND R£PORTS, ALL AS SHOWN OR RE:QIJ/R£D ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPEC/FICA T/ONS, REQUIREMENTS, R,SOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
TH£ GRADING WORK SHALL BE PE:RFORI.IED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE: TIME OF CONSTRUCTION, AS DIRE'.CTED BY THE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL COD£
2. CITY OF CARLSBAD fNG/NffR/NG STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. MS 08-04 DA TED 08-24-10
5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GR£E:N
BOOK).
6. SOILS REPORT AND RECOMI./E:NDA T/ONS BY MARTIN R. Olt(N _____ DATED DB 25-10
7. THE SAN DIEGO REGIONAL STANO ARD ORA WINGS AND AS MAY BE MOD/RED 8Y
THE: CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DfV£LOPMENT PERMIT CONDITIONS
DATED JUNE J0.2D10 (CDP _DB.._15)
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA Tm t;XEMPT (MINOR LAND DIVISION)
10. STORM 'WA TrR POLLUTION PREVENTION PLAN PREPARED
BY ROBERT SIJKUP. DATED 02 Q3-1l S'M'PP NO. $W110Ql7 WID NO. 9 375 --'N=.:.A,__ ________ _
11. STORM WA 1ER MANAGE:M£NT PLAN PREPARED BY N/A DATED ________ _
12. CALIFORNIA STORM WATER QUAUTY ASSOC/A TION Bl.IP CONSTRUCTION HANDEOOK AND
CAL 'TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
4" DRAIN
DRAIN BOX
4" SEWER LA.TERAL
1" WATER SERVICE
DRIVEWAY (A.C. OR CONC)
BIO RETENTION
f'!LL SLOPE (2: 1)
CUT SLOPE (2: 1)
EXISTING CONTOUR
PROPOSED CONTOUR
EDGE OF PAVEME,NT
UTILllY TRENCHING
RETAINING WALL
1 ' GRAVEL SWALE
LEGEND
DWG.NO.
S7, SB
W3, JA
SDRSD C-4
SYMBOL
□
i •······ • · • · • ·•·•·•·I r/~/ /<l
' ' V V
----
~UANTITY
207 L.F.
4 EA.
1 EA.
1 EA.
2,480 S.F.
285 S.F.
" L, I
195 s.r
i1 L.F.
fSHw1 CITY OF CARLSBAD I SH'.ETSI 1----+---+-----------------+---+--aaaaat---i.----1 L_!_J ENGINE:E:RING DEPARTME:NJ _ -· . . 2
--+---1
1------11-----1-----------------+---1---+---1----1 GRADING PLAN FOR:
I
PALENSCAR MINOR SUBDIVISION
3798 HIGHLAND AVE.
(TITLE SHEET)
1------11----+----------------t---r--+---t---i "'"'===-==="""===="======,...
APPROVED~. . ~/. 1 -/},:( GLEN K VAN ''ESKI
-· 'bi/,. Ylt-z ~. . 1/11J/iZ
1------11----;--,,...---------------·---+---1---+-----1----1 SENIOR Cl\41'.ENGINEER PE ~1°"4 EXPIRES J/31/13 p DATE
/1'\ 1------11-----i-' ...... --------~------+---I---+-----UIVN BY: ' - -DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:Hf=
REVISION DESCRIPTION RVWD BY ENGINEER OF V.ORK OTHER APPROVAL CIT" APP~OVAL . : . ·. ---
PROJECT NO.
MS 08-04
DRAWING NO.
471-4A
--.,.· --·-------------~--: __ . ---,-
• I I ., , I '
, I 1 1
I
0227'/2
: i
30'
PROPOSED
ROAD
_ __,--PAD= 168.5 7'
"' DO
,.._ -
1040
DEDICATION
EXIST\SEWE:R MAIN
PER [)WG--158-8
SHT 5
// GARAGE , ,. -s:r .. , -PROVIDE 6" BERM
_ _1_:.__;;=:::::;;:::::;;:::;:::::;-iLI-----C TOP OF FILL SLOPE LI <.·7
PAD= 16B.5 -~ C XISTING
GRADE
LL I-"-I-
"l
[;;
(75+00.5)
STATIONS
PER SHT 5 OF 5
OF 1DWG ,¥158-8
' I
: i
' i
Pf'.
1--__ -----------
---
'
'
I '
1
'1'
I
! ;
i
l'l••
i
-: :I 1;
i'
I I
_ Ii
J : !'. ,,o
12'
(VARI S)
i
:c -C) :c ,r
~
C,
1 EDGE OF -----.__,
PVMT
I
'
\
__ \
o 0
V2
I
I
13'
(VARIES)
C,
:::0
rl,
• I
-F.H. ,IS APPROX. 520' TO THE SOUTH OF PL AT THE ••••f' S.E. CORNER OF HIGHLAND DRIVE & TAMARACK AVE.
R/W R/W
60'
' it&t '
30' 30' i
----.. ----
PROPOSED DEDICATION
' SHOULDERS 12,5' 12.5' SHOULlDERS
I
j076\GP-EP_ 12-13-11
·----
VARY VAff<
2" GAS-----<) ~WATER
MAIN
()..__ __ 8" SEWER
HIGHLAND D.RIVE
CLOCKING NORTH)
NTS
'-~---EXIST WATER
NO ·PLANS iFOUND
I
I --·1
I
;--R&R FWMT
(lYP)
SHEET f'LOW .,... __ -_
DEDICATION
S Jl Gli Ii___.., 1!6'1< ~ INSTALL 4"
SEWER LATERAL
PER S7, SB
pp
-12'X45'
BIO SWALE .:.::CTYP)-~
INSTALL 1' WIDE-~-~
\X 4' DEEP OF ~
1" GRAVEL \\
..,._ 1 ' \ -" qi_ I
v'_ ':cP \
/-PROPOSED PAD= 168.5
A
-
~-EXISTING GRADE -
SECTION D-D
1" = 10' H & V
--~~REMOVE
E:XISTING HOUSE -
9
' -------,,,~
N 61'52'27"rE -"i;, ~>
222.00'
1 '
'168.9
FS
~
168.9_
FS,
GARAGE
A
it
I "--PROPOSED r PL
I
, I
)
(
RETAINING WALL~/
4" :OFF PL
SEE WALL PROFILE
HEREON
-~-
-~
LL
0
0::: ' w 1 0Z
I l'l 0:::
I +0 oU
. S 61 '52'59" W
i---EXISTING HOUSE
TO REMAIN
-
~-EXISTING GRADE
SECTION A-A
1• = 10'H & 5'V
4'
DROUGHT TOLERANT,
DEEP ROOTED PLANTS
THAT THRIVE IN WELL
DRAINING SOILS----------12" ~
--===--ti---~-~I 1_~s·· Ir~---~-~
181'
T --------,----·------18" OF ENGINEERED SOIL
50-60% SAND
20-30% COMPOST
20-30% TOP SOIL
SECTION 88 NO MORE THAN 5% CLAY ALLOWED
BIO RETENTION FACILTIY
- - - -it DRCJUGHT ICJLERANT ._ 5' B" 1 •
DEEP_ ROOTE_ D _ PLANT~--------~-'-I THAT THRIVE IN WELL --• 3' _,. I
DRAINING SOILS---< 12 Ii--~ 12 ---~ SI-NGLE ROW OF a_·xa·x1 __ 6"
' ~-• TAN BLOCK ALONG LENGTH
--__ , 1 6 _....,..----; OF BIO RITENTION FACILITY
,---. _ - -TO ALLOW SHEET FLOW DISCHARGE
1 a· :~ T c,.;..--"'-....c,--"=""-....z,-____ 18" OF ENGINEERED SOIL
50-60% SAND
20-30% COMPOST
20-30% TOP SOIL
NO MORE THAN 5% CLAY ALLOWED SECTION C-C
BIO RETENTION FACILTIY
-._,_I --- . -
I I
i j ,'
.'.\
167
.,
SECTION E-E:
1" = 10' H & V
SPILLWAY,
', ,: .. ,,<---· '/
.,
; ·,
D t
7'
2:1
::I ~
~~~
cc IO LO
r---•N
+ "'"' 0 ...... -
. '
I
-
4" PVC
t 23.5%,i _
0
10% "',
'
PARCEL 1
0.38 AC GjtOSS
0.33 Al'. NET
--!PROVIDE ' s• BERM AT
TOP OF ALL _
FiLL ,SLOPES -,
,--
20' 30' 40' -----
I
H
"' "' ~ ;;;-
S?. t0
" iri + "' o~
.... "' -;:::-"' ~ ,..., -· + :2 o~
"' ~ -.... .... + 0
WALL PROFILE
1" = 10' H & V
'1
;
' I
"' ....
"'
I
''
I
-1 .-A.fP.N. 205,~220-6~
I
I I
1.---r z''J. 211 aF 3" RIP i ,w> :
,.._
~ ,.._
"'
' I
I
"' :g
I
I
I
I
I
I
-'
,-'·'
'
' _,
TRACT 247; Ti-;IUM LANDS 1
MAP/ NO, 1681 -
.A.P.N. 207-010-0~
'
"AS BUIL T~"lu/r~
2·l1lz.o J '
DATE
INSPECTOR
GRADING PLAN FOR:
PALENSCAR MINOR SUBDIVISION
3798 HIGHLAND AVE.
GLEN L v;:~ESKI
""'::-::--::-:-::----:---I -z_ SEH!OR Cl\1 ENGINEER PE 41204 EXPIRES 3 31 _1}_ __ Q_IE_ __
1---.,-,c-~~-f-aacccacc-~------------------~---~-----1-:,..,-,,::-rc=~r------DATE INITIAL DATE INITIAL 0A1£ INITIAL DWN Y: - -PROJECT NO. ORA WING NO.
CHKD BY:<-U. --MS 08-04 471-4A ENGINEER OF WORK REVISICN DESCRIPTION 01HEP. APPROVAL CITY APP~OVAL RVWD BY:(,E __ _
I I
I
I
I !
CJ :e NG)
O,i. .... -...I
I\) ..It.
J.. i >