HomeMy WebLinkAboutDWG 448-5A; MS 05-12; PACIFIC SUNSET CONDOMINIUMS; 01-03GRADING NOTES
(IN ADD/JlON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRfVIOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOf\1>/ ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/Yf ANY PORTTON OF THE
CARLSBAD MUNICIPAL CODE, RfSOLUTTON OF CONDJnONAL APPROVAL, CITY
STANDARDS OR OTHER ADDJnONAL DOCUMENTS USTED HEREON AS nJEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS f\1-/EN NON-CONFORMANCE IS DISCOYfRED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEYf THE DEVELOPER OR ENGINEER-OF-
WORK FROM RfSPONSIBIUTY FOR THE CORR[CTTON OF ERRORS AND OMISSIONS
DISCOYfRED DURING CONSIRUCTTON. ALL PLAN REVISIONS SHALL 8£ PROMPIL Y
SUBMITTED TO THE CITY [NG/NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER ,\ILL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTTFICA TE OF INSURANCE AS WELL AS ADD/TTONAL INSURED ENDORSEMENT MUST BE
FILED NAMING THE CITY OF CARLSBAD AS AN ADD/TTONAL INSURED ON TH[
PERMITTEf'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH
OCCURRANCE OF LIABIUTY. lliE INSURANCE COMPANY f'tRtnNG THE POLICY MUST
HAVE A RATTNG OF 'A-• OR BETTER AND A Sil[ CATEGORY OF CLASS V OR B[TTER
AS ESTABLISHED BY "BESTS' KEY RA TTNG GUIDE:.
5. UNLESS EX£MPTED BY SECTTON J01.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTTL ALL PERMITS HAYf BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY nJE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTTL THE PROPERTY Of\NER'S PERMISSION
HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS ,\ILL BE MADE TO THESE PLANS .WlHOUT THE f'tf?ITTEN APPROVAL
OF THE CITY ENGINEER, NOTED .WTHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND THE TTILE SHEET.
9. ORIGINAL DRA,\INGS SHALL BECOME THE PROPERTY OF nJE CITY UPON Bf/NG
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAmNG SHALL Bf REVISED TO REFLECT AS-BUILT CONDJTTONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE f\VRK BY THE
CITY.
11. ACCESS FOR FIRE AND OTHER EMERGENCY YfHICLfS SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TTMES DURING CONSIRUCTTON.
12. f\1-/ERE TRENCHES ARE .WTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORATORY f\VRK SHEETS AND (C} COMPACTTON
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. /HE SOILS REPORT IWLL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR .WTHIN TflO f\VRK/NG DAYS OF THE COMPLETTON OF FIELD TESTS.
13. A SOILS COMPACTTON REPORT AND COMPLIANCE YfRJFICA TTON REGARDING
ADHERENCE TO RECOMMENDATTONS OUILINED IN /HE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTTON OF A PROFESSIONAL ENGINEER OF TH[
STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPU[D
SOILS MECHANICS. ALL FILL OR FUIVRE FILL AREAS SHALL 8£ CONSTRUCTED IN
ACCORDANCE: \\ITT-I TT-IE CITY OF CARLSBAD STANDARD SPECIFICAnONS AND THE
• EARTHMJRK SPECIF/CA TTONS • A TTACHfD TO TH[ PRELIMINARY SOILS
INYfSTTGATTON. DAILY FIELD COMPACDON REPORTS ,\ILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCIJON MEEUNG SHALL 8E HHD AT 1H£ SUE PRIOR TO 1H£
BEGINNING OF WORK ANO SHALL Bf A TifNDFD BY ALL REPRFSENTA 11YfS
RESPONSIBLE FOR CONSIRUCTTON, INSPECTTON, SUPERVISION, TESTTNG AND ALL OTHER
ASPfCTS Of llif f\ORK. THE CONTRACTOR SHALL REQUEST A PRECONSIRUCTTON
MEETTNG BY CALLING THE INSPECTTON UN£ AT (760) 438-3891 AT LEAST FIYf(5)
WORKING DAYS PRIOR TO STARTING CONSIRUCTTON. TH[ CON/RACTOR mLL THEN Bf
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TTME FOR THE
PRECONSIRUCTTON MEETING. APPROYfD DRA,\INGS MUST 8£ AVAILABLE PRIOR TO
SCHEDULING. THE GRADING PERMIT IWLL Bf PROVIDED BY /Hf PROJECT INSPECTOR
AT /HE MEETTNG.
15. ALL INSPfCilON REQUESTS OlHER THAN FOR PRfCONSTRUCilON MEEIING WILL 8E
MADE BY CAI I ING UiE ENG/NfERING 24-HOUR JN$P£CUON REQUEST LINE AT
(760) 438-3891, INSPfCIJON REOUEST MUST 8E R£C£t\'fD PRIOR TO 2:00 P.M.
ON THE DAY WORE /HE INSPECTTON IS NEEDED. INSPECTTONS ,\ILL Bf MADE
THE NEXT MJRK DAY UNLESS YOU REQUEST OlHER.WSE. REQUESTS MADE AFTER
2: 00 P.M. ,\ILL BE SCHEDULED FOR TM) FULL WORK DAYS LATER.
16. THE Of\NER AND/OR APPUCANT THROUGH /HE DEVELOPER AND/OR CON/RACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALJH STANDARDS, LAWS AND REGULATTONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTTON 6705 BY SUBMITTTNG
A DETAIL PLAN TO /HE CJTY ENGINEER AND/OR CONCERNED AGENCY SHO,\ING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO Bf MADE
OF WORKER PROTECTTON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATTON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATTON
THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES F/Yf FETT (5') OR
MORE IN DEPTH AND APPROVE:D BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVADON. IF THE PLAN VARIES FROM J)jf SHORING SyS[[/,1
STANDARDS ESTABl,ISHEQ 8Y /HE CONSIRUCTTON SAFETY ORDERS, TTIL£ 8
CALIFORNIA ADMINIS1RA U\'f CODE. 1HE PLAN SHALL 8E PREPARED BY A
REG/Slf;REQ ENGINITR AT 1H£ CONTRACTORS EXPENSE, A COPY OF /HE OSHA
EXCAVA noN PERMIT MUST BE SUBMITTED TO TH[ INSPECTOR PRIOR TO EXCAVA TTON.
18. NO BLASTTNG SHALL BE PERFORMED UNTIL A VALID BLASTTNG PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CA noN FOR BLASTTNG
PERMIT l!IJ.L IN ADVANCE: OF THE SCHEDULING OF BLASTTNG OPERA TTONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOYfRED .WlHIN ANY f\ORK AREA
DURING CONSIRUCTTON, QffRA TTONS ,\ILL CE:ASE IMMEQIA TEL Y, ANO THE
PERMITTEE .WLL NOTIFY THE CITY ENG/lyEER. OPERATTONS ,\ILL NOT RESTART
UNTTL THE PERMITTE[ HAS RECEIYfD f'tRITlfN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA TTONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP. REPAIR, ARRIVAL, DEPARIVRE OR OPERA noN OF TRUCKS,
EAR/HMOVING EQUIPMENT, CONSIRUCDON EQUIPMENT ANO ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL 8£ UM/TED TO THE PERIOD BfT\\ITN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY lHRU FRIDAY AND NO EARlHMOVING OR GRADING
OPERA TTONS SIJALL BE CONDUCTED ON WEEKENDS OR HOUDA YS. (A UST OF CITY
HOLIDAYS JS AVAILABLE: AT THE ENGINEERING DEPAR™ENT COUNTER.)
21. ALL Off-SIU: HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
-. CITY ENGINEER FOR APPROVAi, TM) FULL f\ORKJNG DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATER/AL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL 8£
DEPOSITED AT, A SITE APPROYfD BY THE CITY ENGINEER. 1H£ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY 0Et1RIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TTON.
23. BRUSH SHALL BE REMOYfD ONLY .WlHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOYfD UNLESS SPECIFICALLY NOTED ON /HE PLAN.
24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESUL TTNG IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EAR/HEN SWALES AND DITCHES SHALL HA Yf A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS AR[ SUBJECT TO A SIGNED AND APPROvfD SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOf\1>/ AND AS APPROYfD BY
THE CITY ENGINEER OR AS DIRECTED BY TH[ PROJECT INSPECTOR.
26. ALL SLOPES SHALL Bf TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURF ACE: AND CROSS SECTTON. THE SI TE SHALL BE LEFT IN A N[AT ANO
ORDERLY CONDl110N. ALL STONES, ROOTS OR OTHER DEBRIS SI/ALL' BE REMOVfO
AND DISPOSED OF AT A SITE APPROYfD OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED. STABILIZED, PLANlfD AND/OR HYDROSEEDED
.WTT!IN TEN (10) DAYS OF /HE TTME f\1-/EN EACH SLOPE IS BROUGHT TO GRADE
AS SHOf\1>/ ON THE APPROYfD GRADING PLANS.
28. LANDSCAPING SHALL Bf ACCOMPUSHfD ON ALL SLOPES AND PADS AS REQUIRED
BY TH[ CITY OF CARLSBAD LANDSCAPE MANUAL, JHE LANDSCAPING PLANS FOR
/HIS PROJECT, ORA mNG NO. 448-5l, AND/OR AS DIRECTED BY THE CITY ENGINEER
OR PLANNING DIRECTOR.
C:. \PRAWIMO fl.[S\'llllf: SHEUS\a.sB-GP.OWO 11/1-4/00
29. /HE OWNER/APPUCANT SHALL INSURE TT!AT ALL CONTRACTORS SHALL COORDINATE
TH[ WORK OF THESE GRADING PLANS f\1/H THAT SHOf\1>/ ON BOTH THE LANDSCAPE
AND IRRIGA TTON PLANS AND THE IMPROYfMENT PLANS AS REQUIRED FOR /HIS
f\VRK IN ACCORDANCE: .WTH lH[ LANDSCAPE MANUAL nMf REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCE:D CONCRETE PIPE .WTH A MINIMUM
D-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES. UP TO 15• PVC MAY BE
UTTLIZED PROVIDED DEPTH JS LESS /HAN 15 ITTT AND BACKFILLED .WTH J/4'
ROCK PER SDRSD S-4 TYPE 'c" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL P/Pf.
JI. f\1-/ER[ AN [X/SllNG PIP[ LIN[ IS TO Bf ABANDONED AS A RESULT OF JHE
GRADING OPERATTON. IT SHALL BE REMOYfD .WTHIN TWENTY FEET OF BU/WING
OR STREET AREAS AND REPLACED .WTH PROPERLY COMPACTED SOILS. IN 0/HER
AREAS THE PIPE ,\ILL 8£ PLUGGED .WTH CONCRETE OR REMOYfD AS APPROYfD BY
THE CITY ENGINEER.
32. TH[ CON/RACTOR SHALL VERIFY THE LOCATTON OF ALL EX/STTNG FACIUTIES
( ABOYf GROUND AND UNDER GROUND ) ,II/HIN THE PROJECT SITE sumCIENIL y
AHEAD OF GRADING TO PERMIT /Hf REVISION OF !HE GRADING PLANS IF IT IS
FOUND /HAT /Hf AC/VAL LOCA TTONS ARE IN CONFLICT .WJH /HE PROPOSED
f\VRK.
JJ. TH[ CON/RACTOR SHALL NOTTFY AFFECTED unuTY COMPANIES (SE[ BfLOW) AT
LEAST 2 FULL f\ORKING DAYS PRIOR TO STARTTNG GRADING NEAR THEIR
FACJUnES AND SHALL COORDINATE TH[ WORK .WTH A COMPANY REPRESENTA TTYf.
UNDERGROUND SERVICE ALERT
SDG&:£
PACIFIC BELL
TTME WARNER CABLf
COX COMMUN/CA TTONS
CITY OF CARLSBAD(SIREETS & STORM DRAIN)
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER}
'SAN DIEGUITO WATER DISTRICT
'LEUCADIA WASTEWATER DISTRICT
"'IALLECITOS WATER DISTRICT
WYfNHAIN WATER DISTRICT
'BUENA SAN/TATTON DISTRICT
'AS APPROPRIATE
34. PERMIT COMPLIANCE REQUIREMENTS:
f,800~422-4133 800 660-7343
800 892-0123
(760 438-7741
{760 806-9809
!
760)434-2980
760)438-2722
760~633-2650 760 753-0155
760 744-0460
(760 753-6466
(760)726-1340
A. <nQ ="TROLLED GRADING -/Hf APPLICANT HIRES A CIVIL ENGINEER.
SOILS ENGINEER, ANq,1DR GEOLOGIST TO G/Yf TECHNICAL ADVICE,
OBSERYf AND CONTROL THE f\ORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLO,\ING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA /HE
PROJECT INSPECTOR {15.16.120 A.to/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STAllNG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTTNG
AND /RR/GATTON ARE INSTALLED IN CONFORMANCE .WTH CITY
CODf AND THE APPROYfD PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEER/NG DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(J) REPORT FROM THE SOILS ENGINEER, f\1-1/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO
/HE EXPANS/Yf QUALITY OF TH[ SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. TH[ REPORT SHALL ALSO
INCLUDE A STATEMENT BY /HE SOILS ENGINEER /HAT THE
GRADING WAS DONE IN ACCORDANCE .WTH /HE REQUIREMENTS AND
RECOMMENDA TTONS OUILINED IN THE PREUMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT .WlH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED .WTHIN ONE (1)
\'FAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ R[QU/RfD
TO 8£ RE SUB Ml TTED FOR PLANCH[CK. PLANCHfCK f££S ,\ILL Bf REQUIRED FOR
ANY SUCH RECHECK. -
36. /H[ SOILS REPORT TTILEO PREUMINARY GEOTECIJNICAL EVALUATTON J770 THROUGH
3772 CARLSBAD BOULEVARD, CARLSBAD, CA. DA TED NOYfMBER JO, 2004, AND
LETTER OF UPDATE DATED NOYfMBER 14, 2006, ALL PREPARED BY GEO SOILS, INC.,
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL Bf
DONE IN ACCORDANCE .WlH /Hf RECOMMENDA TTONS ANO SPECIF/CA TTONS CONTAINED
IN SAID SOILS REPORT.
"DECIARATION OF RESPONSIBLE CHARGE"
I HEREBY DECI/IR[ Tl-«T I AM TH[ ENGINEER OF f\VRK FOR /HIS PROJECT, n-«T I
IJ,IYf EXERCISED RESPONSIBLf C/-IARGf OYfR THE DESIGN OF THE PROJECT AS DEFINED
IN SECOON 6703 OF nJE BUSINESS AND PROFESSIONS COD[. AND n-«T THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND TT-/AT THE CHECK OF PROJECT DRAWINGS AND SPECIFICAOONS BY THE
CITY OF CARLSBAD DOES NOT RELIEYf ME, AS ENGINEER OF f\VRK, OF MY
RESPONS/8/UTIES FOR PROJECT DESIGN.
EROSION CONTROL NOTES
1. IN CASE fMERGENCY WORK IS REQUIRED, CONTACT JOHN J. ZA THAS, OWNER AT
619-719-8554 (PHONE NUMBER}
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL N[CESSARY MATERIALS SHALL BE STOCKPILED ON
SITE AT CONYfN/fNT LOCATTONS TO FACILITATE RAPID CONS/RUCTION OF TEMPORARY
DEVICES f\1-/EN RAIN JS EMINENT.
J. DEVICES SHOf\1>/ ON PLANS SHALL NOT 8£ MOYfD OR MODIFIED .WTHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATTSFACTTON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADOITTONAL EROSION CONTROL MEASURES AS MAY 8£
REQUIRED BY TH[ CITY ENGJN[fR DUE TO UNCOMPLETED GRADING OPERA TTONS OR
UNFORESEEN CIRCUMSTANCES f\1-1/CH MAY ARISE.
6. THE CONTRACTOR SHALL 8[ RESPONSIBLE: AND SHALL TAKE NECESSARY PRECAUTTONS TO
PREVENT PUBLIC !RESPASS ONTO AREAS f\1-/ERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDJTTON.
7. ALL [ROS/ON CONTROL MEASURES PROVIDED PfR JHE APPROYfD 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 PROTECTTYf DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
f\VRKING DAY 1\1-iEN /HE FIVE (5) DAY RAIN PROBABIUTY FORECAST EXC££DS FORTY
PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER fACH RAINFALL.
10. ALL GRAYfL BAGS SHALL BE BURLAP TYPE .WlH J/4 INCH MIN/MUI.I AGGREGRATE.
11. S/-IOULD GERM/NATTON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFF£CTTYf COVERAGE
OF GRADED SLOPES (90% COYfRAGE} PRIOR TO NOYfMBER 15, THE SLOPES SHALL Bf
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE .WTH SECTTON 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF /HE DEPARTMENT OF CONSERVATTON,
STA TE OF CAUFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTTNG AND /RR/GA noN SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTTON 212 OF THE STANDARD
SPECIF/CA TTONS AND /HE FOLLOmNG:
A. HYDROSEEDING SHALL BE APPLIED TO:
I. ALL SLOPES /HAT ARE GRAVED 6: 1 (HORIZONTAL TO YfRTICAL) OR STEEPER 1\1-iEN
THEY ARE:
2.
a. THREE FEET OR MOR[ IN HEIGHT AND ADJACENT TO A
PUBUC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
AR[AS GRADED FLATTER THAN 6: 1 1\1-i[N ANY OF JHE FOLLOmNG CONOlllONS
EXIST:
a. NOT SCHEDULED FOR IMPROYfMENTS(CONSIRUCTTON OR GENERAL
LANDSCAPING) .WJHJN 60 DAYS OF ROUGH GRADING.
b. IDENTTFIED BY /Hf PARKS AND RECREATTON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HA Yf ANY SPECIAL CONDJTTON IDENTTFIED BY /HE CITY ENGINEER
THAT WARRANTS /MMEDIA TE !REA TMENT.
8. HYDROSEEDEO AREAS SHALL BE /RR/GA TED IN ACCORDANCE .WTH TH[ FOLLO,\ING
CRITERIA:
I. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND /HAT ARE:
2.
J.
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONYfNTTONAL
SYSTEM OF LOW PRECIPITA noN SPRINKLER HEADS PROVIDING 100,:
COYfRAGE.
b. GREATER /HAN 8 FEET IN HEIGHT S/-/ALL BE WA lfRED BY A
CONYfNTTONAL SYSTEM OF LOW PR[CJPITATTON SPRINKLER HEADS
PROVIDING 100% COYfRAG£
AREAS SLOPED LfSS JHAN 6: 1 SHAtL Bf /RR/GA TEO AS APPROYfD BY JHE CITY
ENGINEER, PRIOR TO HYDROSEEVING. TH[ DEVELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GATTON TO TH[ CITY ENGINEER. /HE PROPOSAL SHALL 8£
SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE
/HE PROPOSED SYSTEM.
/RR/GATTON SHALL MAINTAIN TH[ MOISIVRE LEVEL OF TH[ SOIL AT THE OPTIMUM
LfYfL FOR THE GROWlH OF THE HYDROSEEDfD GROWJH.
C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF TH[ FOLLOmNG:
1. SEED MIX SHALL CONSIST OF NO L[SS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOYfR
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF £ SCHOOL CIA CAUFORNICA
d. 4 lbs. PfR ACRE OF ACHILLEA MILLEFOLIA
e. J lbs. PfR ACRE OF AL YSSUM (CARPET OF SNOW}
f. 1 /2 lb. PER ACRE: OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF /HIS SUBSECTTON MAY Bf OMITTED ON
FIRM: SAN DIEGO LAND SURVEYING & ENGINEERING,
ADDRESS: 9665 CHESAPEAKE ORNE, SUITE 445
INC. _,..,;;""••••lo,,;; LOCA DONS 1\1-ifRf THE AREA BEING HYDROSEfDED IS NOT VISIBLE '" '<'"'"" ,"'C FROM EllHfR A PUBLIC STREET OR RESIDENTTAL SIRUCIVRES. ~~ l ,;,,, h. ITEM a OF THIS SUBSECTTON MUST BE INOCULATED .WTH A
CITY, STATE: SAN DIEGO, CALIFORNIA 92123
TELEPHONE: PHONE: (858) 565-8362
BY: ~,1c£c'iJ~&~•2~J!!'W'.=c--~0=8-----,0=2-""2=00=7-
MIC/-/AfL L SMITH (DATE)
1?.C.£. NO.: ~J5~4~7~1 _________ _
REGISTRATION EXPIRATTON DATE: ..,Oc:9_-"'J0,_-_,2"'00"'7'----
PROJECT NO. 204-251 -04
~ . .S-~,~ NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING ii _ ':'.<I~• OR BROADCASTTNG BEFORE: HYDROSEEO/NG. °' ~ i\!3 i. ALL SEED MATERIALS SHALL Bf TRANSPORTED TO /HE JOBS/TE IN
R.C.E. 35471 UNOPENED CONTAINERS .WTH /HE CALIFORNIA DEPARTMENT OF Exp. 9-30-07 ·"' C' :-. FOOD AND AGRICUL IVRE CERT/FICA DON TAG ATTACHED TO, OR cq-,. IV\\.. ',$j PRINTED ON SAID CONTAINERS.
Of CA\.\\IS ~::::::::::::::,..._ J NON-PHYTO-TOX/C WETTTNG AGENTS MAY BE ADDED TO /HE
tl")fESSio.t, HYDROSEED SLURRY AT /HE DISCRETTON OF THE CONTRACTOR.
~Q ~-s~ ""'\_\ 2. Tl'Pf I MULCH APPLIED AT THE RA TE OF NO LESS /HAN 2000 lbs PER ACRE.
., ~ <.L\1, TYPf 6 MULCH (STRAW) MAY Bf SU8STTIVTEO, ALL OR PART, FOR /l No. RCE~7857 'II HYDRAULICALLY APPLIED FIBER MATERIAL. f\1-/EN STRAW IS USED IT MUST Bf
SOILS ENGINEER'S CERTIFICATE * Exp.J..t/<8: * 1::rsoiiffw~~T1J'1iHrSL;it,f. BY MECHANICALLY PUNCHING NO LESS THAN 50,: OF
I, Pl\"''°"" ~l.lj . , A REI,~:/•£~ A,v1c/4~"A J. F£RTTUZER CONSJSTTNG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, .WTH 15%
GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PR/// .;.L~Y IS FC~c\W · SULPHUR APPUfD AT THE RATE OF 500 lbs. PER ACRE.
BUSINESS IN THE FIELD OF APPL/£0 SOILS MECHANICS, HEREB . · )) ~. ~=,::;:;';:;
A SAMPLING AND STUDY OF THf SOIL CONDJTTONS PREVALENT .WTH/f'/ THIS D. AREAS TO BE HYDROSEfDfD SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY:
Snt: WAS MADE BY ME OR UNDER MY DIRECTTON BETWEEN THE OATES OF 1. ROUGHENING /HE SURFACE TO BE PLANTED BY ANY OR A COMBINATTON OF:
/,&V• ~ , 20ef AND -:SePr. /0 , 20f2.Z,. TWO a. !RACK WALKING SLOPES STEEPER THAN 6:1
COPIES OF TH[ SOILS REPORT COMP/LEO FROM THIS STUDY, v\lTH MY b. HARROmNG AREAS 6:1 OR FLATTER THAT ARE sumCJENILY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THI! CITY FRIABLE.
ENGINEER. • ,o:rtl Sf'c.i1, SJ~1'1:..,~cf'"lll~u• A>IZA~••~""" c. RIPPING AREAS THAT .WLL NOT BREAK UP USING ITEMS a OR b •-~"•Tl'.'$, As c,El'ttJ SIGNED: ~Iv. ~ ABOYf.
A.•o f"'""~•"' c • ..-. 8£,-/P.£. NO.: 'l7 66 7 -2· ;°ND~~°l'JfT7NGTH£ rJ2'L~uS:A~T db,is MSJ~~'iff {g~,f/tv,~PNf tf~P
DA TE· <Jt II / fJ ] BUT NOT SA IVRA TED SEED BED.
• • , • ,,, / A 7 b. TH[ ADDJTTON OF SOIL AMENDM[NTS, PH ADJUS™ENT. LEACHING
UCENS[ EXP/RA TTON DA TE: ~ r , v _ COVERING SALINE SO/LS TO PROVIDED YrABLE COND/TTONS FOR
GROWTH.
OWNER'S CERTIFICATE
I ( ~ ) HEREBY CERTIFY THAT A REGISTERED SOILS ENG/N[ER OR
GEOLOGIST HAS BEEN OR mLL Bf RETAINED TO SUPERVISE: OVER-ALL
GRADING ACTTYl;(Y I AND ADVISE ON THE COMPACllON ANO STABILITY OF
THIS SITE. (f,rl,AAl, l / /2,,, ~ q ll 07
E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
THE PROJECT IS PERMANENIL Y LANDSCAPED OR, FOR AREAS f\1-/ERE HYDROSEEDING IS Di[
THE PERMANENT LANDSCAPING, UNTTL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
V V 'JOHN J. ZA TH; ,. ' UWNER DAT
GRADING PLAN
PACIFIC SUNSET CONDOMINIUMS
MS No. 05-12
VICINITY
CllY Of OCEANSIDE
HIGHWAY la
MAP
NOT TO SCALE
PAClflC
OCEAN
DEVfLOPl.lfNT NOTES:
w...
CllY Of ENCINITAS ,,~'-'
I. ALL EXISTING STRUCTURES, FOUNDATIONS, FENCES AND UT/UT/ES TO 8£
R£MOVf UNLESS OTHERWISE NOTED.
2. THIS PROJECT REQUIRES AUTOMATIC FIR[ SPRINKLERS AND FIRE ALARM
SYSTEMS.
J. PRIVATE TRASH DISPOSAL RIGHTS, ACCESS ANO EGRESS RIGHTS AND
UTIUTY EASEME:NTS OVER PARCEL 1 OF PARCEL MAP 19382 WILL Bf
REQUIRED FOR THE SUBJECT PROPERTY ANO THAT THESE RIGHTS Bf
CONTAINED IN THE HOME OWNER'S ASSOCIAlJON CC&R's.
4. A PRNATE DRAINAGE EASfMENT, WITH THE RIGHT TO MAINTAIN THE PRIVATE
OFFS/Tf UNDERGROUND STORM DRAIN SYSTEM WITHIN PARC[L 1 OF
PARCEL MAP 19382 WILL BE REQUIRED FOR THE SUBJECT PROPERTY AND
T.HAT THESE RIGHTS BE CONTAINED IN THE HOME OWNER'S ASSOC/AllON
CC&R's.
5. ALL PROPOSED NEW UTILITY SfRYICfS ARE TO BE UNDERGROUNDfD.
OWNER / DEVfLOPER:
JOHN ZATHAS
6384 LOURDES TERRACE
SAN DIEGO, CA. 92120
619-719-8554
LEGAL DESCRIPTION:
LOTS 4 & 5, IN BLOCK f, OF MAP OF PALISADES, ACCORDING
TO THE RECORDED MAP THEREOF NO:· 17 4 7, IN TH[ CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
SITE ADDRESS:
3772, 3774, 3776, AND 3778 CARLSBAD BLVD.
CARLSBAD, CA. 92008
EASEJ.lfNT NOTE:
AN EASEMENT FOR CROSS-ARMS OF POLES OR OTHER SIMILAR
STRUCTURES TO OVERHANG THE ABUTTING PROPERTY ALONG
HEMLOCK AV[NU[ AS SET FORTH AND STATED BUT NOT SHOWN
ON THE OFFICIAL MAP OF SAID SUBDIVISION, MAP NO. 17 4 7.
BENCH MARK
DESCRIPTION:
LOCATION:
NAIL AT THE NE. SIDE DE UTll tTf POLE.
I OCATfD AT SOUTHWEST CORNER OF HEMLOCK
AVE. & GARFIELD ST.
FLOW THRU
SEPARATOR
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSIRUCTTON OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACIUTTES, EROSION CONIROL FAC/UllES. AND
PLANTTNG OF PERMANENT LANDSCAPING AND PREPARA TTON OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOf\1>/ OR REQUIRED ON THIS SET
OF PLANS AND TT-IE CITY STANDARDS, SPEC/FICA TTONS, REQUIREMENTS, RESOLUTTONS
ANO ORDINANCES CITED ON THESE PLANS.
THE GRADING OORK SHALL Bf PERFORMED IN ACCORDANCE .WTH TH[ FOLLO,\ING
DOCUMENTS, CURRENT AT /HE nMf OF CONS/RUCTION, AS DIRECTED BY THE CITY
[NG/NEER.
1. CARLSBAD MUNICIPAL COD[
2. CITY OF CARLSBAD fNGINfERING STANDARDS
J. THIS SET OF PLANS
4. RfSOLUTTON NO. 6027, DATED MAY 17, 2006.
5. THE STANDARD SPECIF/CA TTONS FOR PUBUC f\VRKS CONSIRUCTTON (GREEN
BOOK}.
6. SOILS REPORT AND R[COMMENDA TTONS BY GEOSOJLS, INC. AS JOB NO. 4546-A-SC
DA TED NOYfMBER JO, 2004 AND UPDATED NOYfMBER 14, 2006, AN!> 5'P1T,.~P. to, -'I.
7. JHE SAN DIEGO REGIONAL STANDARD DRA,\INGS AND AS MAY 8£ MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CAUFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDJnONS 1/fSOLUTTON
MO. 6028, DA TEO MAY 17, 2006.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED --~N/.~A~----
10. STORM WATER Pot.LUTTON PREYfNTTON PLAN PREPARED
BY "1• DA TEO NIA
I\OID NO. 9 375 -----'".,,,_1; ______ _
11. URBAN STORM WATER MANAGEMENT PLAN PRJPAREO BY SAN DIEGO LAND SURYf\1NG
ANO ENGINEER/NG, INC, DATED MAY 4, 2007.~SWf'/'.P <Yl•?,O).
12. CALIFORNIA STORM WATER QUALITY ASSOCIATTON BMP CONSIRUCTTON HANDBOOK AND
CAL TRANS CONSIRUCTTON SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG.NO.
PROPOSED BUILDING PAD
PROPOS[D CONCRETE PAVING
PROPOSED AC PAVING
PROPOS[D CURB AND GUTTER
PROPOSED CURB
PROPOSED SIDEWALK
PROPOSED DRNEWAY PER G-14A
PROPOSED TOP OF CURB
/TOP OF PAVING ELE:VATION
PROPOSED RETAINING WALL
(BY SEPARATE P[RMIT)
f)(ISTING SPOT ELEVATION
[)OSTING STORM DRAIN
EXISTING DRAIN INLET (ADD FILTERS)
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING GATE VALVE:
EXISTTNG LIGHT POLE
EXISTING POWER POLf
EXISTING GUY/ANCHOR POLf
EXISTING SEWER MANHOLE
EXISTING MANHOLE
EXISTING CHAIN LINK FENCE
EXISTING WOOD FENCE
EXISTING BLOCK WALL
• .
SYMBO.L
I • : .. ·1 .-• ~ -1
~I
TC 48.40
TP 47.90
~11
---
cl
I
1t
•
,:x
'U,
...
SMH.
MH.
__ ,
~
REQUIRED TREATMENT CONTROL BIIP TABLB
DESCRIPTION OWNERSlllP W,JNTENANCB !GREDIENT SHEBT NO.
QUANTITY
3800 SF
171 SF
114 LF
200 LF
570 SF
240 SF
250 SF
2 EA
llAINTENANCB
FREQUENCY
TC -52
DRAIN INSERT PRNATE CC&Rs 2 AND J PER MANUF. RfC. &
AFTER EACH STORM
-
RECORDED:-~===~~~-~=~-~~--fLE:VATION: --f-LfY.~:,\~TI-O~N-~~63~•~6~1 '~· __ DATUM: -~M=S=L~-SUSIIP PROJECT PRIORITY __ M_E~D_IU~M ____ _ "::>WMP #-07-30
REFERENCE DRAWINGS EARTHWORK 9UANTITIES
CUT: 26 CY
Fill: 20 CY
IMPORT: 0 CY
EXPORT: 6 CY
REMEDIAL: 0 CY
' PMNNINQ DEPARTMENT ~PROVAL ~ Yfut_ D!ri/0/31/07 (SIG1IED)
DON NEU • PLINN!NG DlRECTOB
1,-9....-=-7_,_"d.=-'-1/l:--==• ~---D!TB:l"1/Z?/o7
' (SIGNED)
RF.COIIIIENDED BY:!filA.tf.lA,.lfO,'> 11"-~F.-.le«. (PRINT NA>li)
"AS BUILT"
INSPECTOR
7-i'/•Cf'/
DATE
111,/41
DATE
l------l--+-----------+--l----t----+---11 SHE,ET I CITY OF CARLSBAD I SHE3ETS I
;::::==='-.'::::=:::E:::N::::Gl:::N::::EE:;R;::IN::::G:::::D::::EP::::AA=:TM;::E:::N:::T==:::.:===:
t----t-----+-----------------t---r----+-----t----t GRADING AND EROSION CONTROL PLANS FOR:
PACIFIC SUNSET CONDOMINIUMS
PROJECT LOCATION CARLSBAD MUNICIPAL WATER DISTRICT
APPROVED: DAVID A.,,Uf-RJ/ j. I
____ _M~]S~rt;,._,,_, -=-='--/L. '410'?
DEPUTY CITY ENGINEER:PE'JJ081 EXPIRES 6-J0-08 (>A'rf SOURCE OF TOPOGRAPHY
TOPPGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY
METHODS FROM METf/ODS FROI.I INFORMATTON GATHERED ON 01-20-2005,
BY SAN DIEGO LAND SURVEYING AND ENG/NEERING, ING. TOPOGRAPHY
SHOWN HEREON CONFORMS TO NATTONAL MAPACCURACY STANDARDS.
THIS PROJECT IS LOCATED ,\ITHIN ASSESSORS PARCEL
NUMBER 204-251-04, 05HE CALIFORNIA COORDINATE
/NOE< OF /HIS PROJECT IS: N 2000, £ 6225.
{).J %,. 'i-1/27
DAVID A. HAUSER DA
DEPUlY CITY ENGINEER R.C.E. 33081 EXP. 06/30/08
DA TE INITIAL
ENGINEER ~ WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL OTI APPROVAL
OWN BY:
CHKD BY:~
RVIIO BY:--z;;:y-
PROJECT NO.
MS05-12
DRAWING NO.
448-5A
j
' 'i
a '
122707
GRADING PLAN
CATCH BASIN FILTRATION SYST£M
FLOW GUARD OR £QUAL
CONG. CURB WH£RE: OCCURS
£ND PIPE: AT FACE: OF CURB
AND FINISHED GRADE
PACIFIC SUNSET CONDOMINIUMS
MS 05-12
f.L£V. SHOWN
ON PLAN
• 'O
_,-,;\==;--INL£T FRAME & GRATE
PER ALHAMBRA F'DRY
COMPANY LTD A-2012
(24 "x24 • MIN.)
=:--r'--f~f!L_-,t.C::::--8" PVC ---
c_--~-"""'----#4 R£/NF. @
8" OC £.W.
CONCRETE BASE
(2000 PSI MIN)
RE:TAINING WALL/SCRffN WALL JNFORMA110N
OJ TW 50.00 [I] TW 49.50 QJ TW 49.50
BW 48.50 BW 48.00 BW 48.00
0 TW 49.00 (I] . TW 49.50 [!] TW 49.00
BW 47.50 BW 48.50 BW 47.50
I}] TW 49.00 ~ TW 49.00
BW 47.50 BW 47.50
INLET DETAIL 'i\" (OFFSITE)
NO SCALE
ff'..
I '
9'
5' J'
16'
EXIST. 5'
SIDfWALK
50'
25'
16' 9'
I •
NEW 5'
SIDEWALK
ff'..
100' ' ,__ _______________ __,~ I' STRf.ET
50' 50'
21'
,
1
DEDICA TIDN
29' 44• 6' -----~----t---------,-.-•1
EX. AC B£RM
--3~--~ -~EXIST:--
f-2" SIT BACK
5.5' t .30" HIGH
RETAINING Jl'ALL
_., 13" MIN.
RETAINING
EX. 5'
SIDEWALK EX. CURB
AND GUITTR EW CURB
TYPICAL STREET SECTION OFANO GUTTER TYPICAL
(EXISTING STRf.f.T)
PAVING EX. CURB
STREET SECTION OF AND GUTT£R
(EXISTING STR£ET) HEMLOCK A VENUE NO SCALE CARLSBAD BL VD. NO SCALE
EXISTING 0
RETAINING
TO REMAIN
80
75
70
65
FF-SITE: 60
WALL 55
50
45
40
80
75
70
65
60
55
50
45
40
PL
~
8'
4'
ff'..
12' CL 12' 10'
TRA\lf.L WAY TRAVf.L WAY
FLO UNE
8.5' PARKING 1.5'
-1------tool--CONCRf.TE PAVING
P£R SDRSD G-21
CONCRETf. CURil Pf.R G-1--,::::=__-
TYPICAL PROPOSED DRIVEWAY SECTION
ONSITE
R(W
. ---·-,. ----
7 ~ . .
,_.,,.., -=--
. ... -----
~~-........... .. ---" ·-·-·-· ... ..... ---. -----
-~ "C ----···. \:"" . ,. . -.. .. -----
( \___PROPOSED
GRADE
-EXISTING ON SITE
RETAINING WALL
TO BE RMOVED
PL -
EXISTIN0
GRADE:
SECTION BB
SCALE: HORZ. 1" = 20'
VERT. 1" = 10'
BUILDING TO PL AT R/.W ""-.-
~
CL
I 'j STRE
18" HIGH
RETAINING WALL
.,~ • ~{.SJ:c ?0/N" D,
ET
ON DleAD -,
. . ~-. ... 7.81)'. -
.
c....:::;;
-
________ .,,_ __ _,
,... ~-""'?"' __ "'-;;.;_:..__ __ ,_, --··PROPOSE .. ., -.
-.. ------.. ... ~-· -------.. -·····
PROPOSED / '--EXISTING
GRADE GRADE
SECTION M
SCALE: HORZ. 1 • = 20'
VERT. 1" = 10'
. ----. .... -----. . ·--
,W'c Ht:Mt.OC ...
.
--
~
14" 18" H IGH
RETA/ NING WALL
REQUIRED TREATMENT CONTROL BIIP TABLI!
DESCRIPTION
FLOW THRU
5£PARATOR
~
Q~
Q ~~ ' Q_:,.....
' :t ,I--
" ! fl;) 1 "'t'. ,,
.. _ '-,,-.J_
~ I
(Ill 40.56)
~ .J "-! ' ...........
I ; '
~
'"""'
• 0:, -
~ ~
::::i
I
£XISTl~Gi FIRE
HYDRANT TO
REMAi -+'-~~
' D ' n i ' ' R • ;1 LJ I
I rD::· ,.,,., r
'-
QUANTITY
I EA (TOTAL 2)
LOT 18
BLOCK E
MAP 1747
~EXISTING 10• AC
WATER MAIN
NOTES:
I. EXISTING OVERHEAD UT/UT/ES TO BE REMOVED.
2. ALL PROPOSED NEW UTIUTY SERVICES ARE TO BE
UNDERGROUNDED.
ENGINEER OF WORK:
SAN DIEGO LANO SURVEYING & ENGINEERING,
9665 CNESAPEAKE DRIVE, SUITE 445
SAN D/£GO, CALIFORNIA 92 I 2J
PHONE: (858) 565-8362
PROJECT NO. 204-251-04
DWG. NO. CARLSBADBLVD.3770-GP.DWG
-1na-,k 08-02-2007
MICHAEL L SMITH, R.C.E. J5471 DATE
RE:GISTRATION E:XPIRE:S SE:PTEMBE:R JO, 2007
GRAPHIC SCALE
20 0 ~--( IN FEET )
I INCH ~ 20 FT.
C
80
I
EXISTING ST. UGHT
TO REMAIN
9' 16'
50'
1
I i
9'
6' UTIUTY EASEMENT IN
FAVOR OF SDG&E
RECORDED JULY I 0,
192J IN BOOK 961,
PAGE J OF O.R.
(~fLO§_r<::)
---;~474/ Fl)
II--+-~ EXISTING FULL
WIDTH SIDEWALK
SEE: NOTE: I BELOW
REAfOi /STING CURB AND CONST.
6" CU_ff.B GUTTE:R AND SIDE:WALK PE:R
G-G-7
IS ING MAJL BOXES
E: REMOVED
BLOCK RETAINING WALL
MAX. HEIGHT OF 18"
"AS BUILT"
-1,,Jrf.k (51( /'i/ o,
RCE 3"5':11 / EXP 9">/ l-)J<>i DATE
REV~W~D •BY5/ / ~· 1/11/~9
INSPECTOR DATE
1--->----+-------------+-~-+--t-----t---l I SH2EET I CITY OF CARLSBAD I SH~3ETS I
~==-'====E:::N:::::G::::IN:::::E::E:::::Rl::::N::::G::::D::::E:::P::::AR:::::T::::M::::E::::N::::T===-'====:
1-----1>----+-----------------+---+---+---+--....., GRADING PLANS FOR:
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CJTY APPROVAL
PACIFIC SUNSET CONDOMINIUMS
{],/ A I OJ APPROVED: DA°wf A • .)1A~ )"-R ~
DEPUTY CITY ENGINEER: PE 33081 EXPIRES 6-30-08 %'TE
OWN BY:~~~ I CHKD BY: 11..!.:s'
RV\\O BY: 6vJ .
PROJECT NO.
MS05-12 I DRAWING NO. 448-5A
11' '
' ' I
\:: I
(· .
•
. "'1· ' 'I I ;;. .I' i_ .:: ,
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 ar 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TH£ UN£ OF POSTS.
J. ATTACH TH£ FILTE:R FABRIC TO
TH£ WIR£ FENG£ AND EXTE:ND JT
INTO THE TRENCH.
✓
2. STAPLE W/R£ FENCING TO
TH£ POSTS.
4. BACKFILL AND COMPACT TH£
£XGAVAT£D SOIL.
F, ' ,,.,,,,,,,, I ~)
SILT FENCE DETAIL "A"
NO SCALE
~
GRAVEL BAGS STACKED
THREE HIGH
INLET "DESILTING BASIN" DETAIL "B"
NOT TO SCALE
METAL SHAKER PLATES
AGGR.E~TE . MATERIAL SHALL
BE'Z"MIM CLEAN STONE
,PROFILE
STREET AC PAVING
R/W 10'
CONCRETE DRIVEWAY
PROVIDE TRANSITION TO PUBLIC
RIGHT-OF-WAY THAT WILL NOT
ALLOW RUNOFF TO n.ow
DIRECTLY TO STREET
50' MIN.
PROJECT R/W
10'
D/R£CTION OF ORA/NAG£
AGGBEGA.Jg, MATERIAL SHALL
BE@' MINl-${.LEAN STONE
. '~,-,,._. -· -~-' ~-PLAN METAL SHAKER PLAT£$
CONCRETE DRIVEWAY
(PLACE w1m GRAVEL IF NOT YET PAVED)
STABIUZED CONSTR. ENTRANCE DETAIL "C"
NO SCALE PER TC-1
i:' ,, ' I.
I, i Ii 1 /11 /I ,;//
7,:/ ,.
EROSION CONTROL PLAN
PACIFIC SUNSET CONDOMINIUMS -MS No. 05-12
~
0
2;
~
::::,..
~ 1~1 -··....1
~ I:
~ 11
~ I!
· I I
~ j I
2; 11
:::::> 11
~ L
i I
11
11
I
I
LOT 18
BLOCK E
MAP 1747
--
INLET DES/LT/NG BASIN
SEE DETAIL B, THIS SHEET
TYPICAL, -------..J~
LOT 4 ----LOT 5
GRAPHIC SCALE
( IN FEET)
1 INCH ~ ZO FT.
' '•
I ,
~
:::>
2;
... '~'b
l
1·
• . '
:J---,:___GRAVEL BAG CHECK DAM
SEE DETAIL "D"
~
IC,_)
'o
'~
j~
!
~
~
TYPICAl.
•
-=-----=-----_ -------------,,,,. __
GRAVEL BAGS OVERLAP
ONTO CURB
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
GRAVEL BAG CHECK DAM DETAIL "D»
NO SCALE
•
CARLSBAD
--------····---
• •
BOULEVARD
...........
.....
.....
...........
...... ...........
...........................
/1\ ,.
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DESCRIPTION
SILT FENCE
GRAVEL BAGS
GRAVEL CHECK DAM
STABILIZED CONSTRUCTION
ENTRANCE
NOTES:
LEGEND
QUANTIJY
180 LF
260 EA
4 WITH 10 BAGS EA
BOO Sf
SYMBOL
1. FlO-GARD FILTER BODY IS PREFABRICATED FROM POLYPROPYLENE
WOVEN MONOFILAMENT G£0TEXT/LE OR £QUAL.
2. ALL METAL COMPONENTS SHALL 8£ STAINLESS STEEi. (TYPE 304).
J. FILTER BODY SHALL 13£ SECURED TO INLET DRAIN OR CATCH BASIN
WALL WITH A MINIMUM OF THREE (3) EXPANSION ANCHOR BOLTS
(1/2" X 3") AND STAINLESS STEfl. BOLIS AND WASHERS.
4. FILTER MEDIUM SHALL BE FOSSIL ROCK OR EQUAL, INSTALLED IN
ACCQRDANCE WITH MANUPACTURER'S RECOMMENDATIONS.
5. MAINTAIN INLET A'ID FILTER MEDIUM:
INSPECT EVERY SIX MONTHS OR AFTER A MAJOR STORM EVENT.
EACH INSPECTION OF THE INSTALLED FILTRATION SYSTEMS SHOULD
INCLUDE BROOM SWEEPING THE AREA AROUND THE INLET, REMOVAL
OF THE /Nt.£T GRATE, REMOVAL OF TRASH AND DEBRIS AND VISUAL
INSPECTION OF TH£ FILTER AND rrs INSTALLED SORBENT.
THE SORBENT POUCHES SHOULD BE REMOVE{), CL£ANE{) AND
INSPECTED AND, IF THE MEDIA IS MORE THAN 50:C COATED, NEW
POUCHES SHOULD BE INSTALLED. THE DEVISE SHOULD THEN BE
RETURNED TO ITS NORMAL OPERATION CONFIGURATION, THE INLET
GRATE REPLACED AN{) ANOTIIER BROOM CLEANUP COMPLETED. THE
EXPOSED FILTER MEDIA AND COLLECTED DEBRIS SHOULD BE PLACED
IN A "DOT" APPROVED DRUM AND DISPOSED OF IN ACCORDANCE WITH
LOCAL AGENCY REQUIR£MENTS.
ENGINEER OF WORK:
SAN DIEGO LAND SURV[Y/NG & ENGINEERING, INC.
9665 CHESAPEAKE DRIVE. SUITE 445 ~VF1JSJON;-,
SAN DIEGO, CALIFORNIA 92123 ~ l -..."'t: "1l:o
PHONE: (858) 565-8362 ~ ·-S-~,_~
PROJECT NO. 204-251-04 iJ '::I I
OWG. NO. CARLSBADBLVD3770-ECP.DWG ::!R.C.E. 35471:J:
AA A ._,{ (1, Exp. 9-30-07
'YV/ ¢:,~ oa-02-2001 ~ OJV\"'~....,
MICHAEL L. SMlm, R.C.E. 35471 DATE '?'j Of CA',\'il.'i
R£GISTRATION EXPIRES SEPTEMBER 30, 2007
"AS BUILT"
······--
RCE EXP DATE
REVIEWED BY:
INSPECTOR DATE
I SHJET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
EROSION CONTROL PLANS FOR:
.... PACIFIC SUNSET CONDOMINIUMS
···············-·
APPROVED: DAV~. ,us ~ --,~ 0 b.
DEPUTY CITY ENGINEER: PE 33081 EXPIRES 6-30-08 A
DWN BY: I • I DRAWING NO. PROJECT NO. DATE INl11AL CHKD BY: B,,i.:r MS 05-12 CITY APPROVAL RVWD BY: btAJ 448-SA