HomeMy WebLinkAboutDWG 446-8A; PD 06-18; BRIGHTON GARDENS OF CARLSBAD; 01-03G~ADING NOTES
(IN ADD/710N TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVfD BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAI\!£ ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HERE.ON AS n-lEY MAY
PERTAIN TO THIS PROJECT. mE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WH[N NON-CONFORMANCE IS DISC0\1£RfD.
3. CITY APPROVAL OF PLANS DOES NOT RE.LIE\!£ mE. OE\IELOPER OR ENG/NEE.R-OF-
WORK FROM RE.SPONS/8/UTY FOR THE CORRfCTION OF ERRORS ANO OMISSIONS
0/SCO\IEREO DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPJl Y
SUBMITTE.D TO THE: CITY ENGINEER FOR APPROVAL
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER f\QLL BE. REQUIRED FOR ANY
WORK IN mE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CE.RT/RCA TE OF INSURANCE. MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON mE PE.RMITTf['S POLICY IN mE. MINIMUM AMOUNT
OF fl,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. mE INSURANCE
COMPANY WRITING n-lE POLICY MUST HAVE A RATING OF 'A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE.
5. UNLESS EXEMPTE.D BY SECTION 301.(b)5 OF mE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SfPARATE
PERMITS FROM mE. BU/LO/NG DEPARTl.1ENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND omER APPROPRIATE. AGENCIES.
7. APPROVAL OF mESE PLANS BY mE CITY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL mE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BE.EN ISSUED.
8. NO REVISIONS WILL BE MADE TO mESE PLANS WlmOUT 11-IE WR/TTE:N APPROVAL
OF mE CITY ENGINE.ER, NOTED WIT/-1/N 11-/E RE.VISION BLOCK, ON 11-IE
APPROPRIATE. SHEET OF Tl-IE PLANS AND mE ,771£ SHEET.
9. ORIGINAL ORA f\QNGS SHALL BECOME Tl-IE PROPERTY OF Tl-IE CITY UPON BEING
SIGNED BY Tl-IE CITY ENGINEER.
10. 11-/E ORIGINAL ORA f\QNG SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY 11-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF Tl-IE WORK BY mE
CITY.
11. ACCESS FOR FIRE AND omE.R EMERGENCY VEHICLES SHALL BE MAINTAIN[O TO
mE PROJECT SITE AT ALL TIMES DURING CONS1RUCTION.
12. WI-IERE TRENC/-/ES ARE >ll11-I/N CITY E:ASEMENTS, A SOILS RE.PORT COMPRISED
OF: (A) SUMMARY SHE.ET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 71-lf STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUS/NfSS IN Tl-IE FIELD OF APPLIED SOILS
MECHANICS. 11-IE SOILS REPORT WILL BE SUBMITTfD TO mE CITY ENGINEE:RING
INSPECTOR Wl11-I/N TWO WORKING OA YS OF THE COMPLE710N OF FlfLO TE:STS.
IJ. A SOILS COMPAC710N REPORT ANO COMPLIANCE VER/FICA T/ON REGARDING
ADHERE:NCE TO RECOMMENDA T/ON$ OUJl/NED IN 11-IE $OILS REPORT IS REQUIRED
PRIOR TO Tl-If ISSUANCE OF A BU/LO/NG PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE D/R(:C710N OF A PROFESSIONAL ENGINEER OF mE
STATE OF CALIFORNIA PRINCIPALLY 00/NG 8USINE.$S IN mE. FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL ARE:AS SHALL BE CONSTRUCTED IN
ACCORDANCE Wl11-I mE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO 11-IE
• EAR Tl-I WORK SPECIF/CATIONS " ATTACHED TO Tl-If PRELIMINARY SOILS
INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO Tl-IE
PROJECT INSPECTOR.
14. A PR[CONSJRUCVON MEETING SHAl L BE HfLD AT IHf S17F PRIOR TO IHf
BEGJNNING Of f\\?RK AND $~All Bf ATTENDED BY All R[PRfSfNTAUYfS
RESPONSIBLE FOR CONSTRUCTION/ INSPECTION, SUPERVISION, TE.STING AND ALL OTI-/ER
ASP[CTS OF Tl-IF WORK. fiE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION
MEE.TING BY CALLING Tl-IE INSPECTION LINE AT (760) 438-J891 AT LEAST FIVE(5)
WORKING DAYS PRIOR TO STARTING CONSTRUCTION. Tl-IE CONJRACTOR WILL 11-IEN BE
CONTACffD BY THE PROJECT INSPECTOR TO COORDINATE A OAff ANO TIME FOR THE
PRECONSTRUC710N ME.f:TING. APPROVED ORA v.!NGS MUST BE AVAILABLE PRIOR TO
SCHEDULING. Tl-IE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR
AT Tl-IE MEE.71NG.
15. ALI !N$PEC7JON Rrol/ESTS Olliff? THAN FOR PRECONSTRUCllON MffTING Wll L BE
MAO[ BY CAIi !NG llif [NGIN[FRING 74 HOliR !NSPfCUDN REQIJFST I !NF AT
(619) f.38-3891. INSPECTION R(Ol/fST MUST 8£' RITf/VfD PRIOR TO 2:00 P.IJ.
ON Tl-IE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
Tl-IE N(XT WORK DAY UNLESS YC,V RE:QUEST OTI-/ERv.1$£. REQUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA ffR.
16. Tl-IE OWNER ANO/OR APPLICANT mROUGH 11-lf DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RfSPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY ANO HEALT/-1 STANDARDS, LAWS AND REGULA710NS.
17. 11-1£ CONJRACTOR SHALL CONFORM TO LABOR CODE SfCT/ON 6705 BY SUBMITTING
A OfTAIL PLAN TO THE C/1Y ENGINEER AND/OR CONCERNED AGENCY SHOWING
TH[ DESIGN OF SHORING, BRACING SLOPING OR OTI-/ER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM mE HAZARD OF CAVING GROUND DURING THE
E.XCAVA710N OF SUCH TRENCH OR TRENCHES OR DURING TH[ PIP[ INSTALLA710N
7J,ERE/N. Tl-//$ PLAN MUST BE PREPARED FOR ALL TRENC/-/ES Fl\!£ FEET (5') OR
MORE IN OEP11-I ANO APPR0\1£0. BY TH£ CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH£' PLAN VARIES FROI,/ TH£' SHORING SYSTEM
STANDARDS ESTABUSHEO BY THE CONSTRUCT/ON SAFETY ORDERS. T/JlE 8
CALIFORNIA AQMINISTRA TIVE CODE. Tl-/£ PLAN SHALL BE PREPARED BY A
REGISTERED ENGINITR AT lliE CONTRACTORS EXPENSE, A COPY OF THE OSHA
EXCAVA710N PERMIT MUST BE SUBMITTED TO Tl-IE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BE£N
OBTAINED FROM Tl-IE CITY Of CARLSBAD. SUBMIT APPL/CA 710N FOR BLASTING
PERMIT WELL IN ADVANCE OF Tl-/£ SCHEDULING OF BLASTING OPERATIONS.
19. IF ANY ARCHAE:OLOGICAL RESOURCES ARE DISCOVERED »!THIN ANY WORK AREA
DURING CONSTRUCTION, OPERA 710NS WJLL CEASE IMMfDIA TEL Y. ANO Tl-/£
P£RMITTfE WILL NOTIFY THE CITY ENGINEER. OPERA710NS WILL NOT RE.START
UNTIL mE PERMITTE.E HAS RfCEJ\.fO WRITTEN AU11-IORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERA T/ONS CONDUCTED ON 11-1[ SITE. OR ADJACENT 11-IE.RETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPE.RATION OF TRUCKS,
EARTI-/MOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTI-/ER ASSOC/A TED
GRADING EQUIPMENT SHALL BE UM/TEO TO 11-IE P£RIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY TI-/RU FRIDAY ANO NO EARTI-/MOVING OR GRADING
OP£RA TIONS $HALL B[ CONDUCTED ON WITK£NOS OR HOL/DA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT Tl-IE ENGINEER/NG DEPARTl.1E.NT COUNTER.)
21. ALL OFF-SITE HAUL ROU1ES SHALL B£ SUBMITTED BY n-lE CONIRACTOR TO Tl-/£
CITY ENGINEER FOR APPROVAL n¥O FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 8£ OBTAINED. FROM, ANO WASTE. MATERIAL SHALL BE
DEPOSITED AT, A SITE: APPROYEO BY Tl-IE CITY £NG/NEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1H£ HAUL
ROUIES OR ADJACENT STREETS AS A RESULT OF Tl-IE GRADING OPfRA710N.
23. BRUSH SHALL BE REMOVED ONLY WI 11-1/N THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOIED ON Tl-IE PLAN.
24. ALL ARfAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN Tl-IE: PONDING OF
WATER IS NOT PERMITTfO. ALL EARTl-/£N SWALES ANO DITCHES SHALL HA \,f A
MINIMUM ONE PERCENT SLOPE.
25. 11-IESf PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS, EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVfO BY
n-lE CITY £NG/NEER OR AS DIRECTED BY Tl-/£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TR/MME() TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTIO/i/. 11-IE SITE. SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTI-/ER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY Tl-IE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABIUZEO, PLANTED ANO/OR HYOROSEEDED
>llT/-1/N TEN (10} DAYS OF Tl-IE TIME 1"11-/[N EACH SLOPE JS BROUGHT TO GRADE
AS SHOWN ON mE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL B[ ACCOMF'LISHEO ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANf)$CAPE MANUAL, THE LANDSCAPING PLANS FOR
71-1/S PROJECT, DRAWING NO.~~--, ANO/OR AS DIRECTED BY THE CITY
ENGINEER OR PLANNING DIRECTOR.
I I
29. 7J,E. OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE.
Tl-IE WORK OF Tl-IE.SE GRADING PLANS v.111-1 TI-/AT SHOWN ON 8011-1 11-IE LANDSCAPE
AND IRRIGA T/ON PLANS AND mE IMPROVEMENT PLANS AS REQUIRED FOR 71-IIS
WORK IN ACCORDANCE >llT/-1 Tl-/[ LANDSCAPE MANUAL TIME R£QUIREMENTS.
30. STORM DRAIN PIPE SHALL BE RE:INFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAO Of 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED D£PTH IS LESS 11-IAN 15 FEET ANO BACKFILLED Wl11-I J/4"
ROCK PER SORSD S-4 TYPE 'C" ANO PIPE MEETS ASIM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
JI. WHERE AN EXISTING PIPE LINE IS TO Bf ABANDONED AS A RE$UL T OF THE
GRADING OPERATION, IT SHALL 8£ REM0\1£0 >llT/-1/N I'NENTY FfET OF BUILDING
OR STREET ARfAS AND REPLACED WIT/-/ PROPERLY COMPACTED SOILS. IN OTI-/ER
ARE.AS THE PIP£ f\QLL BE PLUGGED >llT/-1 CONCRETE OR REMOVED AS APPROVfO BY
11-IE CITY £NG/NEER.
32. Tl-/£ CONTRACTOR SHALL VfR/FY THE LOCA 710N OF ALL EXISTING F AC/LIT/ES
( ABO\.f GROUND ANO UNDER GROUND ) >llT/-1/N 11-IE PROJECT SITE. SUFFICIENJl Y
AHEAD OF GRADING TO PERMIT 11-IE REVISION OF 11-IE GRADING PLANS IF IT IS
FOUND TI-/AT Tl-IE ACTUAL LOCATIONS ARE IN CONFLICT 'MT/-/ mE PROPOSED
WORK.
33. Tl-IE CONTRACTOR SHALL NOTIFY AFFE:CTEO UTILITY COMPANIES (SEE BELOW} AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR 11-IEIR
FACILITIES ANO SHALL COORDINATE. Tl-IE WORK 'MT/-/ A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SOG&E (800)660-7343
PACIFIC BELL (800)892-0123
ADELPHIA CABLE COMMUNICATIONS (760)4J8-7741
COX COMMUNICATIONS (760)806-9809
CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAO(SEWE.R, WATER & RECLA/MEO WA TE.R) (760)4J8-2722
'SAN 0/[GUITO WA TE.R DISTRICT (760)633-2650
'LEUCADIA COUNTY WATER DISJRICT (760)753-0155
"VALL[C/TOS WATER DISTRICT (760)744-0460
WVfNHAIN WATER DISTRICT (760)753-6466
'BUENA SANITA710N DISTRICT (760)726-1340
*AS APPROPRIATE:
J4. PERMIT COMPLIANCE REQUIREMENTS:
A. R ONTROLL£D G DING -mE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSER\1£ ANO CONTROL Tl-IE WORK IN PROGRESS [15.16.120(A.8)}
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -Tl-IE FOLLOWING
REPORTS MUST 8£ SUBM/TTE:O TO THE CITY ENGINEER VIA 11-IE
PROJECT INSPECTOR [15.16.120(A. 10)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING £NG/NEER STA71NG ALL
GRADING /S COMPLETE.. ALL EROSION CONTROL, SLOPE PLANTING
AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND 11-IE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY [NG/NEERING DEPARTl.1ENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM 11-IE SOILS £NG/NEER, WI-I/CH INCLUDES
RECOMMENDED SOIL BEARING CAPACl71ES, A STA TE.ME.NT AS TO
Tl-IE EXPANSIVE QUALITY OF Tl-IE SOIL, AND SUMMAR/£$ OF
FIELD ANO LABORATORY TE:STS. 11-IE REPORT SHALL ALSO
INCLUDE A STATEMENT BY 11-IE SOILS ENGINEER 7l,AT 11-1[
GRADING WAS DONE IN ACCORDANCE WIT/-/ Tl-IE REQUIREMENTS AND
RECOMMENDATIONS OUJllNEO IN Tl-IE PRELIMINARY SOILS RfPORT
ANO ANY SUPPLEMENTS mE.RETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY.
35. UNLESS A GRADING PERMIT FOR mis PROJECT IS ISSUED WIT/-1/N ON[ (1)
YE.AR AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRE.b
TO BE RE.SUBMITTED FOR PLANC/-/ECK. PLANCHECK FEfS WILL BE REQUIRED FOR
ANY SUCH REC/-/ECK. Preliminary Geotechnical Investigation for the Mitigation of the
EROSION CONTROL NOTES
1. IN CASE OF fMERGENCY WORK IS REQUIRED, CONTACT BERNARD LUTI-/ER AT
APPLIED CONSULTANTS (619) 275-6577.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LABLE AT ALL
TIMES DURING THE RAIN TY SEASON. ALL NECESSARY MATERIAL$ SHALL BE STOCKPILED
ON SITE AT CONVfNIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
DEVICES 1"11-/EN RAIN IS EMINE.N T.
J. DfVJCE.S SHOWN ON PLANS SHALL NOT 8£ MOVfO OR MODIFIED Wl11-IOUT 11-IE
APPROVAL OF 11-IE ENGIN£ERING INSPECTOR.
4. 11-IE. CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO Tl-IE SA71SFACTION OF mE CITY ENGINEER AFTER EAC/-1 RUN-OFF PRODUCING
RAINFALL.
5. Tl-If CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE REQUIRED BY Tl-IE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPE.RATIONS OR
UNFORESfEN CIRCUMSTANCES WI-I/CH MAY ARISE.
6. mE CONTRACTOR $HALL BE RESPONSIBLE. AND SHALL TAK£ NECESSARY
PR£CAU710NS TO PRE.VfNT PUBLIC TRESPASS ONTO AREAS WI-IE.RE IMPOUNDED WATERS
CREA TE. A HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER 11-IE APPROVED GRADING PLAN
SHALL Bf INCORPORA TEO HE.REON.
8. GRADED ARfAS AROUND THE PROJECT PERIMEffR MUST DRAIN AWAY FROM 71-lf
FACE OF SLOPE AT Tl-IE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTE:CTIVE DEVICES SHOWN SHALL BE IN Pl.,ACE AT 11-IE ENO OF
fACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY i'ORCAST EXCEEDS
FORTYPERCENT (40%). $/LT ANO OTHER DEBRIS SHALL BE REMOVfO AFTE:R EACH
RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE >llTH A 3/4 INCH MINIMUM AGGREGATE.
11. SHOULD GERMINATION OF HYOROSEEDEO SLOPES FAIL TO PROVIDE EFFECTIVE
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVfMBER 15, 11-IE SLOPES
SHALL BE: STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE: Wl11-I SECTION
35.023 OF Tl-IE EROSION ANO SEDIMENT CONTROL HANDBOOK OF 11-IE OEPARTl.1ENT OF
CONSERVATION, STA Tf OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TE:MPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL
BE INSTALLED AND MAINTAINED AS R[QU/RED IN SECTION 212 OF n-1£ STANDARD
SPECIF/CA T/ONS ANO 7J,f FOLLOf\QNG:
A. HYOROSEEDING SHALL BE APPLIED TO:
1. ALL SLOPES 11-fAT ARE GRADED 6: 1 (HORIZONTAL TO \1£R71CAL) OR STEEPER
WHEN TI-IEY AR£:
a. 11-/REE FEET OR MORE IN HEIGHT ANO AOJACfNT TO A PUBLIC WALL OF
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGi-iT.
2. AREAS GRADED FLATTER TI-/AN 6; 1 WHEN ANY OF 11-IE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUC710N OR GENERAL
LANDSCAPPING) W/7l,/N 60 DAYS OF ROUGH GRADING.
b. IDENTIF/fO BY Tl-IE PARKS AND RECRfA 710N DIRECTOR AS HIGHLY VISIBLE TO
11-IE PUBUC.
c. HA\!£ ANY SPECIAL CONDITION IDENTIFIED BY Tl-IE CITY £NG/NEER mAT
WARRANTS IMMEDIATE TREA Tl.1ENT.
8. HYOROSEEDED AREAS SHALL BE !RR/GA TEO IN ACCORDANCE Wl11-I 11-IE FOLLOf\QNG
CR/ TE.RIA: l_
1. ALL SLOPES 11-IAT AR£ GRADED 6; I OR STEEPER 11-IAT ARE:
a. TI-/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TEO BY HAND WA TE.RING
FROM QUICK COUPLERS/ HOSf BIBS OR A CONVENTIONAL SYSTEM OF LOW PRE Cf PITA TION
SPRINKLER HEADS PROVIDING 100% COVfRAGE.
b. GREATER TI-/AN 8 FEET IN HEIGHT SHALL 8E WA TE.RED BY A CONVfN710NAL
SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% CO\IERAGE.
36. mE SOILS REPORT T/Jlfn Sub,iect Property Located at l14Q fl Camino Real Car/sb~d. California. 2. AREAS SLOPED LESS 11-IAN 6: I SHALL BE /RR/GA TE:O AS APPROVED BY 11-IE CITY PR£PAREO BY APPi l[D CDNSI// TANT$ DA TEO
AUGUST 30 ,20.M.., SHALL BE CONSIDER£0 AS A PART OF 11-1/$
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE. WIT/-/ n-1£
RECOMME.NOA T/ONS ANO SPECIF/CA 710NS CONTAINED IN SAID SOIL$ REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 11-IAT I AM Tl-If ENGINEER OF WORK FOR THIS PROJECT, Tl-IA, I
HA Vf EXERC/SfO RESPONSIBLE CHARGE OVER THE DESIGN OF Tl-IE PROJECT AS DEFINED
IN SECTION 6703 OF Tl-IE BUSINESS AND PROFESSIONS CODE, ANO Tl-IA T Tl-IE DESIGN IS
CONSISTENT >llT/-1 CURRENT STANDARDS.
I UNDERSTAND 11-/AT Tl-If Cl-IE.CK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY Tl-IE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: APPLIED CONSULTANTS
ADDRESS: 3040 CLAIRE.MONT OR/Vf, SUITE. 8
CITY, STA TE: SAN DIE.GO, CALIFORNIA 92117
TELEPHONE: (619) 275-6577
BY: BERNARD J LUn-lE.R
(NAME OF ENGINEER)
R.C.E. N0.:~6~36~53~------------
REGISTRA TION EXP/RA 710N DA TE: -~7 l.~J~I f.~'2=0~11 ___ _
SOILS ENGINEER'S CERTIFICATE
1, BERNARD J LUTI-IER , A REG/STEREO CIVIL
ENGINEER OF TT-IE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS
IN TT-/£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY TT-IA T A
SAMPLING ANO S11JDY OF TT-IE SOIL COND/710NS PREVALENT WITHIN T/-1/S
SITE WAS MAD£ BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF
July 14 , 2006 AND July 11 2QOd. TWO
COPIES OF TT-/[ SOILS REPORT COMPILED FROM TT-/IS S11.JOY, WITT-/ MY
RECOMMENDA 710NS, HAS BEEN SUBMITTEJl __ TOc Tl-/~--OFFICE O_f TT-IE CITY ~ _p---• -, .. ----
£NG/NEER. =.-,----, SIGNED: , .-<'" / -c_ _.---·· -----
P.E. NO.: RC£ 63653
LICENSE EXP/RA 710N DA TE: 9/30/20_10
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY TT-IA T A REG/STEREO SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL
GRADING AC71VITY AND ADVISE ON 71-/E COMPAC710N AND STABILITY OF
THIS SITE. I ½. ~ I 1.J-U_µr.,,,__ i!f. .:J-.t,,0 I '--1 I ~JD 9
NAME DATE '
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WA$ GENERA TEO BY PHOTOGRAMEDC
METHODS FROM INFORMATION GATHERED ON fffi 1991
ENGINEER, PRIOR TO HYOROSEEDING. Tl-IE DE\IELOPER SHALL SUBMIT A PROPOSED
SCHEME TO PROVIDE /RR/GA T/ON TO 11-IE CITY ENGINEER. Tl-IE PROPOSAL SHALL BE
SPEC/RC REGARDING 11-IE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE
PROPOSED SYSTEM.
3. /RR/GA T/ON SHALL MAINTAIN 71-lf MOISTURE LEVfL OF 11-IE SOIL AT Tl-IE OP71MUM
LE\IEL FOR mE GROW11-/ OF mE HYOROSfEDEO GROW11-I.
C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF 11-IE FOLLOWING:
1. SE£0 MIX SHALL CONSIST OF NO LESS mAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. P£R ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF E SC/-/OOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA M/LLEFOL/A
e. 3 lbs. PER ACRE OF AL YSSUM (CARPE:T OF SNOW)
f. 1/2 lb. PER ACRE: OF DIMORPHOLECA
g. ITEMS c,d,e, ANO f OF 11-/IS SUBS£CTION MAY BE OMITTED ON LOCATIONS
WI-IE.RE Tl-IE AREA BEING HYOROSEEDEO IS NOT VISIBLE FROM EITI-IER A PUBUC STREET
OR RESIDENTIAL STRUCTURE.$.
h. ITEM a OF T/-1/S SUBSECTION MUST BE INOCULATED >llT/-1 NITROGEN FIXING
BACTERIA ANO APPLIED ORY E.111-IER BY DRILLING OR BROADCASTING BEFORE:
HYDROSfEDING.
I. ALL SEED MA IERIALS SHALL BE TRANSPORTED TO Tl-IE JOBS/TE IN
UNOP£NO CONTAINER$ Win-I 11-1£ CALIFORNIA OE.PARTl.1£NT OF FOOD AND AGRICULTURE
CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
J NON-PHYTO-TOX!C WETTING AGENTS MAY BE ADDEO TO Tl-IE HYOROSEEO
SLURRY AT 11-/E DISCRETION OF mE CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT mE RA TE. OF NO LESS TI-/AN 2000 lbs. PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SU8S71TUTED, ALL OR PART, FOR
HYORAUUCALLY APPLIED FIBER MATERIAL. WI-IEN $TRAW IS USED IT MUST BE ANCHORED
TO 11-IE SLOPE BY MEGHAN/CALLY PUNCHING NO LfSS 11-IAN 50:f OF Tl-IE STRAW INTO
11-IE SOIL.
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE. SULFA TE, 16-20-0, WIT/-/ 15%
SULPHUR APPLIED AT Tl-IE RA TE OF 500 lbs. PER ACRE.
0. ARE.AS TO BE HYOROSEEOEO SHALL BE PREPARED PRIOR TO HYOROSE.£D/NG BY:
1. ROUGHENING 11-IE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
a. TRACK WALKING SLOPES STE.£PER 11-IAN 6: 1
b. HARROWING AREAS 6:1 OR Fl.ATTfR TI-/AT ARE SUFFJCIE.NllY FRIABLE.
c. RIPPING AREAS TI-/AT v.!LL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONOJJ)ON/NG THE SOILS SO TI-/AT IT IS SUITABLE FOR PLAN71NG BY:
a. ADJUSTING mE SURF AC[ SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SA TURA 1£0 SEED BED.
b. Tl-IE ADDITION OF SOIL AMENDMENTS, PH AOJIJSTJ.1ENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE \.1ABL£ CONDmONS FOR GROWTH.
e. HYOROSEEDEO AREAS SHALL Bf MAINTAINED TO PROVIDE A VIGOROUS GROWT/-1 UNTIL
11-IE PROJECT IS PERMANENJl Y LANOSCAPPED OR, FOR AREAS WHfRE HYOROSEEDING IS
PERMANENT LANQSCAPP/NC, UNTIL Tl-IE PROJECT IS COMPLETED ANO ALL BONDS
REL£AS£D.
ENGINEER OF WORK CURRENT OWNER
FIRM: APPLIED CONSULTANTS FIRM: HCP PARTNERS. LP
GRADING PLAN FOR C
THE SUBJECT PROPERTY LOCATED AT:
A.P.N. 16 7-090-72-00
3140 EL CAMINO REAL
CARLSBAD) CALIFORNIA
VICINITY MAP
CITY OF OCEANS
78
PACIFIC
OCEAN
CITY Of Et-lCINITAS
Project Location
CITY Of' VISTA
WORK TO BE DONE
Tl-IE GRADING WORK SHALL CONSIST OF Tl-IE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO
PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON T/-1/S SfT
OF PLANS ANO THE CITY STANDARD$, SPECIF/CATIONS, REQUIREMENTS, RESOLU710NS
ANO ORDINANCES CITED ON 11-IESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W/11-I 71-lf FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC710N, AS DIRECTED BY 11-IE CITY
ENGINEER.
1. CARLSBAD MUNICIPAL COD£
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. 4034.4036.4037 and 4QJ5 DA /ED 2-5-97
5. Tl-If STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS RE.PORT ANO RECOMMENOA T/ONS BY Applied Coosuftaat•
DATED August 29 2006
7. 11-IE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY Bf MODIFIED BY
11-IE C/1Y OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DAT£0__,_,µ,.. _______ _
9. ENVIRONMENTAL APPROVAL DOCUMENTS DA ffD
LEGEND
DESCRIPTION
Existing Con tour
Property Outline
Property Line
Top of Wall (Elevation)
DWG.NO.
Bottom of Wall (Bottom of Footing)
Brow Ditch Elevation (Bottom)
2 5 97 Res 4055
QUANTITY SYMBOL
ll
TW
BW
8D
Burlap T.w• Gravel Bags with 3/4" Minimum Aggregate 200 lineal feet
Silt Fence 450 lineal feet =
Straw Rolls
Punched Straw
Stabilized Construction Entrance
Outlet Velocity Dissipation Device
Retaining Wall (to be constructed per building permit)
445 lineal feet
445 lineal feet
3200 square feet
125 lineal feet ..
11'1'1'1 =
=<I • l . .1 i
BENCH MARK Proposed Retaining Wall Location
DESCRIPTION: CITY OE QCFANSt0£ BENCHMARK
LOCATION:BRASS CAP TQP WAIi NORTHEAST CORNER
Of llif BRIDGE AT fl CAMINO REAi ANO HIGHWAY 78
ELEVATION:5062' DATUM:BM 5 1980 f-20 T/C"
EARTHWORK QUANTITIES
CUT: --"6"'5"'0'-----CY
FILL: 1Q16 CY
IMPORT: -~36=6~--CY
EXPORT: NIA CY '
REMEDIAL: 650 CY
BASIS OF BEARING
Tl-IE BASIS OF BEARING FOR THIS MAP IS (N 32d 56' 12' E)
LOCATION:BEING Tl-IE NORTI-/WESTE.RLY LINES OF PARCELS 3 AND 4
OF PARCEL MAP NO. 13206
REFERENCE DRAWINGS
Project No. CUP 96-19 Drawing No.J56-9A
City of Carlsbad Bu iii/ding Oepartmen I
Retaining Wall / Sloping Backfill DetaHs for Construction
San Diego Regional Standard Drawing Drainage Ditch 0-75
City of Carlsbad Engineering Supplimental Standards No. GS-14
SHEET INDEX
NOTES ANO LEGE.NO SHEET I
GRADING PLAN ANO RETAINING WALL SHEET 2
EROSION CONTROL SHEET J
LEGAL DESCRIPTION
PARCELS A, 8, & C AS SHOWN PER ADJ 500, AOJUSTl.1ENT PLAT,
LOCA TION:CITY OF CARLSBAD, AS PER DOC. NO. 1997-0210207
DATED MAY 6, 1997.
,
0 100 200 400 600
SCALE 1 • • 200'
PW~.9t DEPARTMENT APPROVAL II AS BUILT"
-~ ,;-;s~ DATE:/ //?/lo Jw-i .. .o i. 0111,~A 3/t,/l.Ol l,
DON NEU, ~PLAN G DIRECTOR RCE ii: .. 19 EXP ,/JOb,J DATE
REVIE\./ED BY•
~,,.<--!NI J..,,:a
SPECTOR
'.3-1:i-\.;l..
DATE >--->----+------------+--+----+---t---ll SH1EET I CITY OF CARLSBAD I SHEJETS I
;:::===--'===:EN:::G::l:::NE::E:::R::::l:::NG::::::::D:::E:::P:::AR:::T:::M:::E:::N:::T=='...:::====:
1----1----+----------------+----,e----1-----+----1 GRADING PLANS FOR:
BRIGHTON GARDENS OF CARI.sBAD
SLOPE RECONSTRUCTION BY AERIAL TOPQGRAPHIC MAPPING {A 11J) AND SUPPLEMENTED BY GROUND
FlfLQ SURVEY IN JULY 1996,
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ADDRESS: 3040 CLAIRE.MONT DRIVE, SUITE 8 ADDRESS: 3000 MERIDIAN BLW. STE 200 APPf]j)VEQ,DAVID _,),i_H}USER
1----+--t----------------1---t----t---t----i 81: 1/¼l LY'b M!k /J,r IIM evR 3/31/,1 1/'2~)()
1----t---+--,..---------------t----11------i-----r----1 DEPUTY CITY ENGINEER PE3.3081 EXPIRES 6 .30 10
ACCURACY STANDARDS.
PROJECT LOCATION
11-/IS PROJECT IS LOCA TEO v.!TI-/IN ASSESSORS PARCEL NUMBER($)
APN # 167-090-72-00
CITY, STATE: SAN DIEGO, CALIFORNIA 92117
TELEPHONE: (619) 275-6577
CITY, STA TE: FRANKLIN, TN 37067
TELEPHONE.: (615) .324-6911 I
INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION 01H£R APPROVAL QTY APPROVAL
OWN BY:
CHKD BY: ~,6
RVWD BY: C".W
I PROJECT NO, I DRAWING NO. PD 06-18 446-BA
4'dla.
Vek>city Dissipation Devk:&.
~~o~oo~ q
Q~
C 2.4'
, I , 6' (.__/
-,,--~-1.5<1ia.rock
GRADING PLAN FDR
THE SUBJECT PROPERTY LOCATED AT:
A,P,N, 16 7-090-72-00
3140 EL CAMINO REAL
CARLSBAD) CALIFORNIA
(max), placed
at,'-( /(j "' ..
Filler Fabric
-
/IJ '
min. depth
Keyin · •. > ..
(6-9 in.) reccomended
for entire perimeter
END DETAIL and DRAIN DISCHARGE
Legend
(85')
85' --
TW
BW
BD
=C1t
•
' I
I
I
I
'
J
~·-=
Drain Pipe from
bottom of brow ditch
0 .5' 1' 'l
SCALE 1• = 1'
Existing Contour
Proposed Contour
Property Outline
Top of Wall (Elevation)
Bottom of Wall (Bottom of Footing)
Brow Ditch Elevation (Bottom)
Outlet Velocity Dissipation Device
6., Area Drain
3'
4' minimum setback
Proposed 4' high
retaining wall
125' total length
Retaining Wail in acoordaooe to
City of Carlsbad Building Department
Retaining Wall Sloping Backfill Type 1
for 2: 1 slope
Supplemoolal Standard No. G~14
1W 82.75'
BW78.25'
BO 81.75'
80'
(85'
2:1 Slope
::::===-~~=-----(~
--------(95 r--::::===~(100:;;;:~~L::::
6' Area Drains every 2f/
connected to existing
drainage system
To address drainage Issue
0 10' 2f/ 40'
SCALE 1" = 20'
TW82.75'
BW78.25'
BD79.24'
Brow ditch to discharge Detail X 2% min
to rip rap ooergy dissipater
TW82.75'
BW78.25'
0D80.22'
I
I
I
I
I
EXISTING BUILDINGS
\
\
I
I
\
I
I
I
/;
/
I
I
Existing grade
elevation
Beyond Pl
80'
It
I
I
I
I
I
I
I
Building Panmit to be lssuad by
City of Carlsbad Building Depl
Typo 1 Retaining WalVSloping Backfill
Details for Constructloo
Typo 1 Retaining wan with Sloping BackfiU
City of Carlsbad Engineering Suppllmenlal Standards No. GS-14
Separate Permit Required s• CMU
Voids Fully Grouted
San Diego Regional Standard Drawing D-75
Typo B As Modiflad by City of Carlsbad
1-------4' minimum ------....i-----2' __ __,..,
setback from property line
<I
3•-
I
I
I
I
I
I
I
#4 rebar (grade 40)
@24"0/C
3'
'-./ @24"0/C
axisltlng grade
l'l-~<7~~<::J~----#4 rebar (grade 40)
<::}<::] "::...J.-----1' wide wl 314" dla. clean gravel
3"
12"
3" clear typical
~S'p-
•----'l ------1
Slope Rounding Detail A
5' ---t-5'
12"
Detail A
4" dia perf. pvo. drain
wrapped In geofabric
Mortar Key In acoordanca with
Construction detals
Type 1 Cone.
2 -#3 bars (40 grade)
typical
0
2% Slop•
1' 'l
SCALE 1" = 1'
Slope Section
Notes
1 ). All fiil must be compacted to a minimum density of
90% of the maximum dry density.
2). Cut slopes to 40' require no benching.
4• dia. drain to tis to
4" perf. drain pipe and dischago
through np rap at North end of dttch
90% Compacted Fill
Existing grade
elevation
80'
Soft, dry, spongy, or otherwise unsuitable ground,
extending to such a depth that surface processing
cannot adequately improve the condition,
shall bo overexcavated down to firm ground
as approved by tho consullan~ regaroless of depth.
Natural Ground Surface
Finished Grade
3'
.... c-----l;.=.~1-------------------43' _____________________ __, "AS BUILT"
-l~4wA E. O,ve1t..t 1/,/ rz.
4
RcEH6tB ExP IJso/t.~ oATE
4' 8' 1'l
SCALE 1"=4' REVIE\,IED BY•
~cl"-\IV',.~
PECTOR l----+-------+-----------+---~i---.---l----+--11 SH2EET I CITY OF CARLSBAD I SHEJETS I
::===~=::E:'::N::::G:::IN:::E::E::::RI:::N:::G::::::::DE::P:::::A::::R:::::T:::::ME::N:::T::==::...:===:
l---------11-----+-----------------+---.J---l----+---I GRADING & RETAINING WAIL PLANS FOR:
BRIGHTON GARDENS OF CARISBAD
SLOPE RECONSTRUCTION
APP~~D_D/2_V~ A_)j~VSER
1-----+---+-------------4---1------1-----4---I fff! Q(t!t }(Jg,,. lhfAf'f!4t20'J e,P, 3/3J1 I • 0
1---1-----+~---------------+--..I.-----J.----l----l DEPUTY CITY ENGINEER PE33081 EXPIRES 6 30 10
~~ sg~; ~ IP DPR 006 N°.1 s I ~t46NG BA 1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DA TE INlllAL
OTiiER APPROVAL CITY APPROVAL
• I
EROSION CONTROL PLAN FOR
THE SUBJECT PROPERTY LOCATED AT:
A,P,N, 16 7-090-72-00
3140 EL CAMINO REAL
CARLSBAD) CALIFORNIA
Stabilized Construction Entrance
S,!J,1 d,1 .. ; / di' ,14w-
I
I
,-~ ,, \~-~'
0 10 ~E1'=20' 40 60 Proposedqhlgh
4' minimum setback --...
retaining wall
125' total length
Relainlng Wall In accordance to
City of Carlsbad Building Department
Relaining Wall Sloping Backlil Type 1
for 2: 1 slope
(Separate P~lt Required)
I
I
I
I
I
I
I
EXISTING BUILDINGS
I
I
I
/ ,1 /
;; I /
;;:::7"-,/
LEGEND
DESCRIPTION SYMBOL
Burlap Type Grovel Bogs with J/4" Minimum Aggregate =
Silt Fence
Straw Rolls
Punched Straw
Stabilized Construction Entrance
Proposed Contour
--
\V \V \V \~
f!?jr'/,.rj
1. SET POSTS AND ECAVATE A 4' BY 4" TRENCH
UPSLOPE FROM AND ALONG THE LINE OF POSTS 2. STAPLE WIRE FENCING TO THE POSTS
,---
4' --------------------;::::::--
/
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
FILTER FABRIC
SILT FENCE
match to existing
grade
Crushed aggregate, 3 ''.mrn"s ,.-,,,.,;.
Filler Fabric
PROFILE
Crushed aggregate; 2 "mrnus ,.uJ. ·
$C, '. Min
or four times the llro circumference
of tho largest construction vehicle lire, whichever is grealer
PLAN
WIRE
QUANTITY
200 lineal feet
450 lineal feet
445 lineal feet
445 lineal feet
3200 square feet
0 &•minimum
STRAW ROLLS
STABILIZED CONSTRUCTION ENTRANCE
11 AS BUil T 11
Jou-i11A e. D,11t&'tA l/w,,.
Rcri:J41P EXP. 6/1.0/ J.) DATE
,#I r,, -,,~<ilk REVIEVED BY•
l--+-----+------------i---r----r--r-71 SHJEET I CITY OF CARLSBAD f?_HF;J~TSI
ENGINEERING DEPARTMENT
l----f---+----------------r-7r-r--T-7 EROSION CONTROL PLANS ~'OR:
DA TE INITIAL
ENGINEER OF WORK
BRIGHTON GARDENS OF CARU)BAD
SLOPE RECONSTRUCTION