HomeMy WebLinkAboutDWG 438-8A; PD 06-01; BAIHAGHY RESIDENCE; 01-04'
GRADING NOTES
(IN ADD•nON TO !HE R£0U,R£M£NTS OF CHAPiER 15.16 OF TH[
CARLSBAD MUNICIPAL COD£.)
1. THIS PLAN SUPG?S£D[S ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CiTY
OF CARLSBAD Rf.GARDl/\iG GRADING SHOWN ON THIS S[T OF PLA/\iS.
2. APPROVAL OF THIS PLAN 00£5 NOT LE.SSE.N OR WAIVE. ANY PORTION OF THE.
CARLSBAD MUNICIPAL CODE, Rf.SOLUnON OF CONDITIONAL APPROVAL, CITv
STANDARDS OR OTHER ADDI IIONAL DOCUMENTS USTE.D HER[ON AS THEY MAY
PERTAIN TO THIS PROJEC[ TH[ [NG/N[[R IN RESPONSIBLE CHARGE SHALL
REVISE. THE.SE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVA~ OF" PLANS 00£5 NOT Rf:Llf\'E H-1£ OEVELOPE.R OR ENGINEER-Of-
WORK FROM RESPONSIBIUTY FOR THE. CORRECTION OF [/?RORS AND OMISSIONS
DISCOV£REO DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL f:IE PROMPTi_ Y
SUBMiTT[D TO ThE CITY [NGINiTR FOR APPROVAL.
4. A .~IG/JT-OF-WAY PERMIT FROM TH[ CITY ENGINEER W1LL BE. REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WA "f. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE" MUST B[ FILED NAMJNG TH[ CiTY OF CARLS8AD AS
AN ADD/f/ONAL INSUR[D ON TH[ P[RM/TT[['S POLICY IN THE MINIMUM AMOUN"':
OF $1,0C0,000.00 FOR [ACH OCCURRENC[ OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAV[ A RATING Of l AND A SIZE
CATEGORY OF CLASS VAS ESTABL/SH[D BY "B[STS" KEY RATING GUID[.
5. UNLESS £XEMPTED BY S[CTION 301.(b)5 OF THE UNJFORM BUILDING COD[,
g[TAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERM/ TS FROM THE EUILD,'NG DEPAR TMEN r
6. NO WORK SHALL BE COMMENCED UNJ1L ALL PERMITS HAVE BEEN OBTAINED FROM
TH[ CITY AND OTH[R APPROPR•AT[ AGENCIES.
7. APPROVAL OF THESE PLANS BY TH[ CITY [NGJNE.[R DOES NOT AUTHORIZE ANY
WOR'< OR GRADING TO BE PER,CORME.D UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS f3EEt..' /SS'JFO.
B. NO REVISIONS WILL BE MADE TO H-l[SE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED IWTHIN Ti-I£ REVISION BLOCK, ON TH£
AP"'ROPRIA TE SHEET Of THE PLANS AND THE TITLE. SHEET.
9. ORIGINAL DRAW1NGS SI/ALL BE.cOM[ THE PROP[RTY OF TH[ CITY UPON /J[IN~
SIGNED BY Ti-IE CiTY ENGIN[ER.
W. THE ORIGINAL DRAVviNG SHALL BE R[WSED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE or TH[ WORK BY THE
CITY.
11. ACCESS <QR FIRE. AND OTHER EMERGENCY VEHICLES SHALL Bf MAINTAIN£~ TO
THE PROJECT SITE AT Al L TIMES OURl,~G CONSTRUCTION.
12. 11,7-/ERE TRENCHES ARE ~THIN CITY EASEMENTS, A SOiLS REPORT COMPR/SfD
OF: (A) SUMMARY SHEET, (B) LABO'IA TORY WORK SHEETS AND (CJ COMPACTION
CURV[S, S!-IALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CAUFCRNIA, PR/NC/PALLY DOING BUSINESS IN THE FIEi_O OF APPU[G SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBWTTED TO THE CITY ENGINEERING
iNSPECTO.'I IWTHIN TWO WORKING DAYS Of THE COMPLETION or FIELD TESTS.
l J A SOILS COMPACTION REPORT ANfl COMPLIANCE VERiFICA T/ON REGARDING
ADH[RENCf TO RECOMMENDA T/0,\'S OUTLINED IN THE SOILS REPORT IS REOUIREO
PRIOR TO Tl-iF ISSUANCE OF A BU/LO/NG P[RMIT ALL CONTROi/ [0 GRADING
SHALL BE DON£ UNDER TH£ DIRECTION OF A PROFESSJONAL ENGINEER OF TH£
STA TE OF CALIFORNiA PRINCIPALLY DOING BUSINESS IN TH[ FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE W1Tf-l TH[ Ci TY OF CARLSBAD STANDARD SPECIF/CA T!ONS AND THE
" EARTHWORK SPEC/FICA TIONS " ATTACHED TO THE PRELIMINARY SOILS
INVE.STISA TION. 0.A/I Y FIELD COMPACTION REPORTS WILL BE SUBMITTED TO TH[
PROJECT INSPECTOR.
14. A PRFCONST'IUCTION MffTiNG SHAU Bf hELD AT THE SITE PP/OR TO THE
B[GINNING OF WQRK ANO $HM I Rf ATT[N?W RY All R[PRE5(NTATIVf5
RESPONSIBLE. FOR CONSTRUCT/ON, INSP5:C TION, SUPERvlSION, TE.ST/NG AND ALL OTHER
ASPECTS OF THC WORK. THE. CONTRACTOR SHALL REQUEST A PRECONS"':RUCTION
MITTING BY CALLING THE. INSPECTION LINE A: (760) 438-3891 Ar L[AST F/'1£(5)
WORKING DAYS PRIOR TO STA~TJNG CONSTRUCTION. THE CONTRACTOR \l,1LL THEN BE
CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE. A DATE A'ID TIME FOR THE
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE. PRIOR TO
SCf!EOULING. THE GRADING PE.RMI! WILL BE. PROVIDfD f3Y THE PROJECT 1NSP£CTO/I
AT TH[ MEEn'IG.
15. All IN5f'FCTION RfQIIF5T5 CTHfR U!AN [OR PRfCQNSTRl!CTIQN IIITTIN(i WI/' BC
MADE BY CAIi ING THC FNGINFCRIN~ 24 HO•JR INSPFCTIC/N R[OlifST 1 /Nt AT
(760) 438-3891 'NSPE.CTION RFQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON THE OAY BEFORE: THE INSPECT/ON IS NFEVED. INSPEC /IONS WILL Bf MADE
THE NEXT WORK DAY UNLE.SS YOU REQUEST OTHERW/5[. R[QUE5T5 MADE AFTER
2: 00 P.M. WILL BE SCHEDUL[D FOR TWO FULL WORK DA rs LA /ER.
16. THE OV.N[r? AND/OR APPUCAN, THROUGH /Hf DEVELOPER ANO/OR CONTRACTOR
SHAcL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHOl?ING, ANO SHALL BE SOLfL Y RESPONSIBLE. FOR CONFORMING TO ALL LOCAL,
STA fc ANO FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLA/\i TO THI. CITY ENGI.Nt.ER AND/CR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8[ MADE or WORKI.R PROTECTION FROM THt. HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE. PIPE INSTAUATION
THE.,q[/N, THIS PLAN MUST BE PREPARED ,COR ALL TRENCHES FIVE FffJ (5; OR
MOR[ IN DEPTH ANO APPROVED BY TH£ CITY [NGIN[['? AND/OR CONCFRN[D
AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM TH[ SHOR,NG SYSTEM
STANDARDS ESTABLl5f-lED BY THE CONSTRUCTION SAFETY ORDERS TIT/ F 8
CALIFORNIA AOMIN/STRA T/V[ CODE, THE PLAN SHALL BE PREPARED BY A
R[GIST[R[D [NGl.'JEER AT TH[ CONTRACTORS [XPEN'T A COPY or TH[ OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION,
18. NO BLASTING SHALL BE PERFO,'?MED UNTIL A '!AUD BLASI/NG FERMIT HAS 8[EI\"
OBTAIN[D FROM T.'-f[ CITY OF C~RLSaAD SUBMIT APPL/Cl-. TION FOR RLASTJN'.;
PERMIT W[L!_ iN AD'lANCL or Tfl[ SCH[OUJ ING or BLASTiNC OPCRA TJCNS
:9. iF ANY ARCIIAECLOQCAL R[SOURCES AR[ DISCOVERED W!rH/N ANY WOR'< AREA
OUR/NC CONSTRUCT/Gt,, OPERA T:ONS W/U. C:EA'.OE IMMtOIA 7tL Y, ANO 1HE
PE'?Mi:TEE Wl~L NOTIFY THE CITY ENGINEER. OPERATIONS WrLL NOT REST.ART
UNTIL THE PE.RM/TT[[ HAS REC[IVED WRITTEN AUTHORITY FROM TH[ CITY
ENGINEER TO DO SO.
20. ALL OF[RAT!ONS CONDUCTED ON TH[ S/Tt OR ADJACENT THERE.TO, INCLUDJNC
WARMING UF. REPAIR, A.~,~IVAL, D[?ARTURE OR OPERATION OF TRUCKS,
EARTH•AOV!,'JC EOUIPME'Jf, CONSffMCTJON EOUIPME,\'T ANO ANY OTH[R ASSOC/A TED
GRADl!/G EOUIPMEN T SHALL BE LIMITED TO THE PER'OD BE.TWEEN 7: 00 A.M. ANO
SUNSET E.~CH DAY, MONO.~ Y THRU FRIOt, Y ANO .~O EARTHMOVING OR GRt,OING
OPERATIONS SHALL BE. CONDUCTED ON WEEKENDS OR HOLIDAYS, (A UST OF c,rr
.'!OL!DAYS IS AVAILABi.E AT THE ENGINEER/NC DEPARTMENT COUNTER)
21 ALL OFF-SITE. .YAUL ROUTFS SHAU RF SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINE.E,9 F0,9 APPROVAL TWO FULL WORelNG DAYS PR/GR TO B[GINN,'NG OF
WORK.
22. IMPORT MATFRIAl SHALi /l[ OBTAIi..·ro FROM, AN!) WASTf" MATERIAL SH~LL BE
DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINE.ER. THE CONTRACTOR
SHALL BE RESPONSIBi.[ FOR ANY D[SRIS OR DAMAGE. OCCURP!NG ALONG Tl I[ HAUL
ROUTES OR ADJACENT STREETS AS A R~SUL I OF T!-!E. CRAVING OPE,9A /ION.
23. BRUSH SH.~LL BE REMCVED ONLY WIT/--/!/✓ THE ARE/\ TO BE. GRADE.D. /\JO TRE[S ARE
TO BE RE.MOV[O UNL[SS SPEC/FICAcL Y NO'ED ON THE PLA"I.
24. ALL ARtAS SHALc Bf GRAD[V TO U'<AIN. GRADING ,9[SUL TING IN TH[ rOND,NG OF
WATcR IS NOT P[i?MITT.'D ALL [ARTHUv SWALES ANO DITCHES SHI.LL HAVF A
MINIMUM ON[ P,RCfN T St OP£
2:1. TJJES[ PLANS AR[ S0BJECT TO A SIGNED AND AFPRO'IED Sf T OF f.ROSIOI/
CONTROL PLANS. [ROSJON CON TROc SHA/ L 0[ AS SHOWN ANO AS APPROVEC BY
fHE CITY fl/GJNEER OR AS DIRECTED Br THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TR,MMED TO A FINISH GRADE TO P,'?OOUC[ A UNrFO,~M
SURFAC[ A.'ID cROSS SECTION, THE S] TE SJ/ALL BE L[FT !"I A N[A r AND
OROERL Y COND/f/ON. Ali. STCNES, ROOTS OR OTHER DE8Rr5 SHALL BE R[MOV[D
AND 0ISPOSEO OF AT A SI TE APP RO VEO OF 8 Y THE Cl TY ENGINEER
27. A!_L SLOPES :HALL '1E JRRIGAffD. STABILIZE'.!, PLANTED AND/OR hYiJROSE[O[C
WITHiN TEN (10) DAYS OF THE T,ME WHE.\ EACH SLOPE IS BROUGH: TO GRADE
AS SHCW'I ON THE APPROVf.D GRADING PLANS.
28. LANDSCAP/J\G SHAU. 8£ ACCOMPLISYEO ON ALL SLOPES AND PADS AS REQUIRED
BY TH[ CITY CF CARLSBAD LANosc7i:. MANUAL, THE LANOSCAPJ,'iG PL/INS FOR
T'-IIS PROJECT, Di/AWING NO._ Ii A , AND/OR AS DIRECTED BY THE: CITY
ENGINEER OR PLANNING DIR[CTQR
29. THE OWNER/APPL1CANT SHALL .INSURE THAT ALL CONTRACTORS SHALL COORDINATE
TH[ WORK OF THESE GRADING PLANS WJTH THAT Sf!CWN ON BOTrl THE LANDSCAPE
ANO /RR/GA TION PLANS AND TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS
WO.RK IN ACCORDANCE It'/ TH THE LANDSCAPE MANUAL nME R£0U1REMENTS.
JO. STORM DRAIN PrPE SHALL BE REINFORC(O CONCRETE PIPE WITH A Mlrl!MUM
D-LOAD OF 1,350. FO'? PR/VAT[ STORM DRAIN PIPES, UP TO 15" PVC MA'( BE
UTILIZED PRO'IIDED Df.PTH IS LESS THAN 15 Ff.ET ANO BACKFILLED IWTH J/4"
ROCK PER SORSO S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR J5 SOLID WALL PJPE.
31. 11,7-/ERE AN EXJ$TJNG PIPE LINE IS TO 8[ ABANDONED AS A !?£SULT OF THE
GRAD'NG OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUiLDll/o
OR STREET AREAS AND REPLAc[D WITH PROP[RL Y COMPACT[O SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED 111TH CONCRETE OR R[MOV[D AS APPROVED BY
THE CITY ENG/NEER.
32. TH[ CONTRACTOR SHALL VERIFY IHE LOCA T/ON Of ALL [XISTING FACILITTES
( ABOVE GROUND AND UNDER GROUND } WITHIN THF PROJECT SITE SUFFJCIENTL )'
AHEAD OF GRACING TO PERMIT THE REWSION OF THE GRADING PLANS IF r'T IS
FOUND THAT TH[ ACTUAL LOCATIONS ARC IN CONFLICT WIH-1 TJ--1[ PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTIL!TY COMPANIES (SEE. B[LOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARnNG GRADING NEA,~ THEIR
FACILITIES AND SHALL COO'?D/NAT[ THE WORK IWTH A COMPANY R[PRESENTATIVE,
UNDERGROUND SERVICE AL[RT (800)422-4133
SDG&E (800)660-7343
PAcWJC BELL (800)892-0I 23
ADELPHIA CABLE COMMUN/CATIONS (760)438-7741
COX COMMUNICAT.'ONS (760)806-9809
CITY OF CARLSBAO(ST.'/[ETS & STORM DRAIN) (760)434-2980
'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722
'SAN DIE.GU/TO WATER DISTRICT (760}633-26~~
'LEUCADIA WASTEWATER WATER DISTRICT (760)753-0755
'VALL£C/TOS WATER DISrRJCT (760)744-0460
'(!UVENHAIN WATER DISTRICT (760)753-6•66
'BUENA SAN/TATTON DISTRICT (760)726-1340
•AS APPROPRIATE
34. PERM/ T COMPLIANCE REQUIREMENTS:
A. FOR CONTROLLED GRADING -11-1[ APPLICANT HIRES A CJVIL [NG/N[CR,
SOILS ENGINEER, AND/OR GEOLOG/Sl TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS {15. 16. /20(A.8)/
CARLSBAD MUNICIPAL CODE.
B. PRIOR TC FINAL APPROVA!_ OF A GRADING PERMIT -TH[ FOLLOWl!iG
REPORTS MUSI BE S~BMITTEO TO rHE CITY [NG/NEER VIA TH[
PROJECT INSPECTOq {15.16. :20(A. 10)} CARLSBAD MUNICIPAL CODE:
(IJ FINAL '![PORT BY SUP[RV!S!NG GRADING ENG/NEU? STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLAN nNG
AND IRR!GA TION ARE INSTALLED IN CONFORMANCE IWTT-i Cl TY
COD[ AND THE APPROVED PLANS ( Of3TAIN SAMPLE OF COMPLJANCE
LETTER FROM CITY ENGINEERING D[PARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) R[PORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEAR,'NG CAPACITiES, A STATEMENT AS TO
THE [XPANS/vf QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABOR A TORY TESTS. TH£ REPORT SHALL ALSO
INCLUDE A STAT[M[NT BY Tf-1[ SOILS [NGINFER THAT THE
GRADING WAS DON£ IN ACCORDANCE WITH THE REOUIR[MEN rs ANO
flECOMMENDA TIONS OUTLINED IN THE ,DREl/MINARY SOILS REPORT
AND ANY SUPPL£MENTS THERETO.
(4) REPORT mTH AS-BUILT GEOLOGIC PLAN, IF" REQUIRED BY TH[
CITY.
35. UNLESS A GRAD'NG P[RMI T FOR T/-IJS PROJECT IS ISSUED WIT/JIN ONE. (1)
YEAR AFTER TH[ CITY ENGIN:TR'S APPROVAL, IHfS[ PLANS MAY Bf REQUIRED
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES \l,1LL BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE. SOILS R[POR: TITLED PROPOSED SINGLE-FAMILY RESIDENCE ,
PREPARED BY CHRISTIAN WHEELER ENGINEERil1iG DA TEO
SEPTEMBER 21, 2005, SHALL f:IE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL f:JE DON[ IN ACCORDANC[ mTH TH[
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
DECLAR[ THAT I AM THE ENGIN[ER OF WORK FO.R THIS PROJECT,
HA v[ ''/SEO RESPONSIBLE CHARC[ OVER THE DESIGN or THE PROJ[CT UEF!N[O
IN SECTION .J OF TH[ BUSINESS AND PROFESSIONS CODE, ANO TH , ,f DESJGN IS
CONSISTENT W1TH 'iENT STANDARDS.
I UNDERSTAND THAT , ~ ECK OF PROJECT DRAWINGS A/
Cl TY OF CARL SE/AO DOES RELIEVE ME. AS
BY THC
Of MY
RESPONSIBILITIES FOR PROJECT , .
FIFIM: LAND DEVELOPMENT ENGIN
ADDRESS: 2103 S EL CAMINO REAL
CITY, STA TE: OCEANSIDE, CA 9
09/30/2006
SOILS ENGINEER'S CERTl~'ICATE
HSS/
5. s,
, 67294 ::o
m J;) OD/•,· 1,/t/
!, (}J "'"-tb';J tl-C1t.rt.1S Q,4,{ , A REGISTERED CIV!L
ENGINEER OF THE SIA TE OF CALIFORNIA, '-'RINCl,'ALL Y 00/NG BUSl.'JESS
IN THE F"IFLO OF APP/iEO SOILS IA[CHAN!CS, HEREBY CERTl>Y Tf-rAT A
SAMPLING .AND STUD'( OF THE SOIL COND/TJONS rRE.vAL[NT W!ff-/JN Tl-'IS
SIT[ WAS MAO[ BY Mc OR UNOE.R MY DIRECTION BfTWEEN THE CATfS OF
C, 7 -2.1 -. 20,:" AND ....cU. -'LI -04 ~ . TWO
COPIES OF THE SOILS REPORT COMPIL[D FRO/A THIS ST:JDY, WITH MY
RfCOMMfNDA TIONS, HAS BEEN SUBMITTEO TO T.'1[ OFF"ICE OF THE CiTY
E.NGIN[ER ~---• -, -/)
SIGNED J;;if;.d,)/'_ -bee;;.
fl. G .I:: . z. I S'" '
DA ff '-/ti( o{
LICENSE EXl-'li?A TION DA IE:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY IHA T A RLGISTEREO SOILS ENGJNEER OR
GEOLCG!ST f--lAS BE.El\' OR l'i/L/ BE RETAINED TO SUPFRVISE 0\/F"R-I.LL
GRADING ACTIV/1 Y ANU ADVISE ON TH[ COMPACT/ON AND STABiLI I Y OF
TliiS SITC.
I
VICINITY
CllY OF OCEANSIDE
HIGHW'Y '8
PACIFIC
OCEAN
MAP
COsr
"ASSlJMPTl(llj OF RESPONSIBLE CHARGE"
AS Of NOVEMBER 10, 2008, I HE/iEBY ASSUME RESPONSIBLE;
CHARGE FOR DESIGN CHANGES TO THIS DRAWING,
BY:,,,&/?/ ~...L
'k NOT TO
@-SCALE
CITY OF VISTA
.,_,:, ~o
-ROBERT D. DENTINO
RCE#: 45629 EXP: 12/31 /08
FIRM: EXCEL ENGINEERING
ADDRESS: 440 STATE PLACE, ESCONDIDO, CA 92023
TELEPHONE: 760-745-8118
CITY or
•c,.------\~SAN MARCOS
CITY or ENCINITAS
L WO SEWER NO TES
LJW APPROVAL OF THES[ PLANS DOES NOT REUEVE TH[ APPUCA1'T, PRIVATE
ENGINffR or WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR Tfl[ COR,~ECTION OF
[RRORS AND OM/SSICNS DISCOVERED DURING OR AF/ER CONSTRUCTTO~
2. ALL Of:SIGN, MAT£RIALS, ANO CONSTRUCTION WORK SHALL CONFORM TC TH[ LEUCADIA
>VAST[WA /ER DISTRICT LWD S[W[R STANDARDS AND Ta TH[ REOUIR[M[//TS OF THE
STANDARD SPECIFICATIONS COR PtJBUC WORKS CONSTRUCTION (GREf'IBOCK) AND THE
REGIONAL STANDARD DPAmNGS MOST cu,qRENT EDITIONS. IN THE EVENT :)F CONFLICT
THt L'IID SEl!t"R STANDAWUS GOVERN.
J, OSHA SAFETY ORDERS Al<D OSHA CONF/NEO SPACE ENTRY R£QUIREM£NTS SHALL BE
FO!.LOW£D AT ALL TIMES 'MTHOUT EXCEPTTON.
4. THE CONTRACTOR SHALL HAW: A COPY OF THE DOCUMENTS SPEC/Flrn JN S£11t:R NOTES
2 &: J ON TH[ J09SI TE AT ALL nt.tES.
5. THE CONTRACTOR SHALL GUARANTff ALL WDR~ FOR A PiRJOD Of ONf )'EAR AF/ER
fHE DATE OF FINAL ACCEPTANCE BY LW AND SHALL REPAIR OR REPLACE ANY WORK
fHAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANO/OR MA TER/ALS MTHIN T/-/E C,VE
YEAR PERIOD 1"1THOI/T EXPENS[ ~ATSOEV[R TO Lll!J.
6. PRIOR TO BEGINNING SEY![/? WORf<, CONTRACTOR SHALL SfCURE A LWC PERMIT FOR
CONSTRUCTION AND SHALL PROYIDE A MINIMUM OF 48 HOURS NOTICE TO LIi!) DR/OP. TO
CONSTRUCTION.
7. APPF?OVAL OF T/-/JS PLAN BY LWD DOES NOT CONSnTUIE A REPRESENTATTON OF THE
ACCURACY OF TH[ LOCA 710N OF, OR TH[ EXISTENCE OR NON-EX•STENCE OF, ANY
UNDERGROUND UT1UTY, PIPE, OR STRUCTURE WITHIN THE UM!TS OF TH,S PROJECT.
B. ALL RE\!SIOIIS TO DRAWINGS SHALL BE APPROVED BY THE LW DrSTRIC7 ENGrNEtR IN
K'R/Tr"NG PRIOR TO CONSTRUCTION.
9. CONNECTrONS TO EXISTING SEWER F/Pf OR MANHOLES SHALL ONLY fl£ DON£ JN THf
DIRECT PRESENCE OF THE LW INSPEUOR. NEW SEWER SHALL NOT BE COIINECT[D OR
ALLOllfD TO FLOW TO [X/STTNG S£11f,~ U~'TIL AFTER FINAL ACC[PTANC[ OF ALL
UPSTREAM WORK BY THE LWD JNSP£CTO.~, OR AS APPROVED BY DISTRICT ENGINffR.
10. ALL S[IIYIC[ LATERAlS SHALL BE LOCA/ED AT RIGHT ANG!_[$ TO THE SEIVER MAIN
UNLESS OTH[RwrSE SHOWN AS APPROVED BY LWD ON THE PLANS.
11. A 2-JNCH HIGH "s" SHALL Bf JNSCRIBED ON TH[ CURB FACE AT EACH LATERAL
LOCATION 9Y T/-/E CONTR,~CTOR.
12.
1J.
14.
A 10 GAG[ SHIELDED COPPER ll!RE SHALL 8[ BURIED OVER EACH LAIU/AL. TH[ WIRE
SHALL EXTEND UP TO A 2" COPPER TAG nro ANO SOlDER£0 ro TH£ WrR£. IH[ TAG
0\'f"R TH[ SEWER MAIN SHALL /ERM/NATE 6" ABO\f" PA't!NG 5U8GRAD£ ll!TH FINAL
LOCATTON JUST B[LGW PAVING. THE TAG O\'f"R TH[ CUSTOMER [ND OF THE LATERAL
SHALL EXTEND ABO'IE. GRADE UIITIL CONNEC/EO A/1O SHALL THER[AFTER llf BUlif[D AT
fHE ?0I1/T OF COIINECT/ON.
ALL LA /ERALS SHALL 9[ CONSTRUCTED CLEAR OF DRIVfWA YS.
OWNER/DEVELOPER:
TONY BAJHAGHY
1868 HARRIER CT.
CARLSBAD, c,o_ 92Ci09
PH,· 760.438.2003
LEGAL DESCRIPTION:
SITE ADDRESS:
7343 £L FUERTE ST.
CARLSBAD, CA 92009
LOT 69 or CARLSBAD TRACT NO. 75-4, LA COSTA ESTA TES
NORTH, IN THE CITY Of CARLSBAD, COUNTY OF SAN DIEGO, STA TE
OF CALIFORNIA, ACCORDING TO MAP NO. 8302, FILED IN MAY 5,
1976.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLA'IS WAS GENERAT[D BY EXCEL
ENGINEERING, ESCONDIDO, CA, DATE JULY 2005
BASIS or EL[VATIONS: CITY OF CARLSBAD SURV[Y CONTROL
TOPOGRAPHY SHOM' HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT JS LOCATED 'MTHIN ASSESSORS PARCEL NUMBE.R(S)
215-492-09-00
THE CALIFORNIA COO.'?DINA ff IND[X OF THIS PROJECT IS:
N 1980000 E 6255225
BENCH MARK
DESCRIPTION: 2.5" DISK SfAMPED "CLSS-036 LS-6215"
LOCA TIDN: SOUTH CORNER OF" AL/CANT[ ROAD AND CORT[ OE AL VISTA.
R[CORDED· /?ECORD OF SUR vfY 1727, R[CORD[D F[B.~UARY 8. 2002
ELEVA TJON: ~l=J~6-~1~1 ________ DA TUM: NA VD 88
WORK TO BE DONE
THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO FILLS,
REM[DIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMAN[NT LANDSCAPING ANO PR[PARA TICN OF AS-BUil T GRADING PLANS,
AS-81.i/LT GEOLOGiC MAPS AND R[PORTS, ALL AS SHOii/i OR REQUIRED ON THIS SET
OF ,DLA/VS AND TH[ CITY STANDARDS, SPEC/FICA noNS, REQUIREMENTS, RESOLUTIONS
AND 0,~0/NANC[S CITED ON TH[S£ PLANS,
rHE -GRADING liORK SHALL BE . PERFORMED IN ACCOROAt,C[ ll'lfh THE FOLLOW:NG
DOCUMENTS, CURRENT AT THE nME OF CONSTRUCTION, AS DIRECTED BY TH£ CITY
ENG/NEE.R.
1. CARLSBAO MUNICIPAL CODE
2. C/iY o,--CARLSBAD STANDARDS
3. THIS S[T OF PLANS
4. NOT USED
5. fHE. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). . -----
6. SOILS RE'PORT iNO RE.COMMENDATIONS BY Christian Wheeler Engineering
DA TED SEPTEMBER 21. 2005, . . .
7, T'-IE SAN DIEGO R£QONAL Sffi:NOARO DRAWINGS ANO -'SMAY BE MOOIFiED BY
Tf-1[ CITY OF CARLSBAD S\AN()Mi'DS.
8. WPCP PREPARED BY WE CONSULTING. (SEE EROSION CONTROL PLAN) . . .
9. SWMP PREPARED-BY Li:£ CONSUL TING.
'• ' .
10. STORM WATER BMP CONSTRUCTION HANDBOOK BY CALIFORNIA STORM WATER QUALITY ASSOCIATION:
ANO CONSTRUCT/ON Slff BMP MANUAL BY CAL TRANS.
LEGEND
DESCRIPTION DWG.NO. SYMBOL QUANTITY
EXISTING CONTOURS (MAJOR)
EXISTING CONTOURS (MINOR)
PROPERTY LINE
ROW --
CUT/flLL LINE C/F C/F
DAYLIGHT UN[ --
PROPOS[D CO.'ITOURS (MA/OR) ~,o ____.-
PROPOSED CONTOURS (M'NaR;
PROPOSED SPOT ELEVAT!ON 000.00 m " PROPOSED STREET ELEVATIONS 532 --
CUT/FILL GRADED S~OPES y r===:=7 T ! (2· / UNL[SS SHOWN OT/iERWIS[)
PROPOSED STORM DRAIN PIPE. ( J" SD SD 182 LF
TO 8" P'IC SDR 35)
1 'X 1 ' BRO'JKS BOX BROOKS/DWG □ 6 EA
1212
RIP-RAP SDRSD D-40 ~l(,,~ 45 SF
!
CONCRETE DRIVEWAY SORSO G-14C v• l 160 SF ~'.'
DE.CORA Tl VE WALL (2' MAX HE.fGHT) KEYSTONE 111111111 l I I !Ill! 11111111 ~ ll l li l l 111 Hl 111 l 12C SF
RETAIN/1/G WALL
(PER SEPARATE PERMIT)
Ii/A ---... -9!!;_, .. ___ 725 SF
ASSUMPTlON OF RESPONSIBLE CHANGE REVISION &
EARTHl\'ORK QUANTITIES
CUT.~ _____ l380 CY
FILL: 420 CY
EXPORT: 960 CY ~~J "
IMPCRT: 0. 00 CY RalERT D. 00000
ALL S[W£RS ANO LA IERALS SHALL 8[ WA YN[ BALLED, LOW PRESSURE AIR TESTED,
AND T[L£WS£0 AT Tl-IE APPL/CANT/CONTRACTORS EXPENSE ?RJOR TO CONSIDERATION
FOR FINAL ACCEPTANCE BY LIIV. AIR TEST SHALL BE DOIi[ AFTER CONSTRIJCT/0~ OF
ALL OTHER U11LIDES AND U T/lJ TY LATERALS. CONTRACTOR'S NOTE: CONST/?UCWJN CONTRACTaR AGREES THAT JN ACCCRDANCf .,,H
G[N[RALLY ACCE,..,TED CONST?.u;;r:;J,'i; PRACrC[S, CONSTRUCT/Of'," CONTR.IICTOR Wl.u ASSUM[ SOtE REMEJIAL·---~a.oo CY RCE#: 45629 EXP: 12/31/08
EXC8.. ENGINE'"tFJi lC
15.
16.
II
Al,' SEWERS /\ND LA ![K'ALS SHA1 ;_ 8[ ,'N PL A Cf AND SHALi HAV~-FfNA! APPR()V4'. BY
Tr![ L WO .INSPECTOR PRIOR TO PA \I/NG.
ALL NEW CONN[CT/ONS TO EXISTING SEWER Si/ALL 8[ MAD[ TC EXISTING W'rLS OR
SHALL BE MADF BY INSTALUNG NEW MAP\'Uf /\CTUR~D WYES. STANDARD BELi AND
SPIGOT GR PLAIN [ND WYEo ANO PLAIN [NG PrP;: SPOOLS MATCH/NG TH£ ADJAC[N T
[X}STtNG PfPE MAY BE USED roR /NSERm,c W'r[S JNTO AN [)(/STING S[~R,
IF NEC[SSAP.Y iJUR/NG P-11: Lil TE.~AL CONNf..CTIJN WRK, UPSTR[AM r:_ow 1N THE
EXISTTNG SfW[ll SHALL BE T[MPGRARJL Y ,"LGSGEC AND BY-PASSED BY F'UMP,"NG OR
PUMPER /RUCKS FOR DISPOSAL TO A DOWNSTREAM Lll'D SCI/ER. IN LOU,T/ONS W:TH
SJGN/FICAN f UPST~[ A/,1 rt OW, UVO MAY 1-?UJUIR[ TEMPOH.-~RY PROVIS/ON OF DUTY AND
BYPASS EOUIPMrNT WITH FULL-T/Mt MANNEC· MQN/TOR,NG. NO LlNMANNED BYPASS
SHALL 9£ ALLC~i'"D.
rn_ FOP CONNFCiJON or Pi AIN ENO fO P/ AIN £NO PVC s.~ 'M-R, REPA1R C()iJPUNGS SHAf}
B[ MADc OF PVC MATER/AL MEETTNG THE SAM£ MAT£R:AL R[QU,REIA[NTS AND OUTSIDE
DIM£NSIO~' AS TH[ PJ,0[ BD~G R[PAI.RW, PVC SEWl"R R[PAIR COUPLINGS SHALL 8£
.~UBBER GASKFffD "'1TH NO CENTER STOP. PIP[ mos SHALL 8[ THORO:JGHLY CL[Mlrn
PRJOR TO INST.~lLA T/ON OF Tf-f[ R[PAiR COUPLING(S). THE R[PAIR COUPLING SHAU BE
SL!?Pt.D ALL rHE v\'A Y ON re, ONl:_ 1-11 /1,'N END PJPI::_, TH[/\,' fHE P/;.;F AND ADJOJNING
PIPES SHALL Bf ALIGNED TOGETHER AND fH£ REPAIR COJPUNG SL/PPcD BACK INTO A
POSJnO/i [QJALL ·, SPACW BETWEEN TU[ TWO P~AJN E/1D PIPES. PVC SEWER REPAIR
COUPLINGS SHAlc B£ AS .1/ANUFACURED BY PW F'IPE OR [QUAL APPRCvfD BY THE
LW DISTRICT ENGINEER
19. PVC OR V/TR/F/[!J CLAY-p,p[ {VCP) SEW[R ?IP[ AND WY[S MAY 8£ USED TO Ti~ -!"11 TO
[X<STING VCP. FOR CON.'ffCTrON Qa REPAIR OF PLAJN £NO VCP TO VCP Ofi· VCP TO
PV.C, A ROMAG INDUSTRIE'S, INC. STYLE 501, OR APPROVED [QUA.I, STRAIGHT OR
TRANSJTiCN COUFUNC SHALL BE USED wrTH A GASKET RANGt FOR EACH tND OF THE
COUPUNG TO MATCH f.YE OUTSIDE DIAMETER OF THE PIP£ CW T.YAT 510£ OF Tl/£
COUPLING Be/NG JO/N[O TH[ C[NT[p RINGS S'IALL BE oucnL[ IR0/1 P[R ASTM A5J6.
GRAO[ 65-45-1/ Al\'0 SHALL RF PROI//O[L.' WiTH 16 Mi'lS PUS/ON BONDED EPOXY
COLOR CODED TO !fl[ T"rPE Of CONN£CTING PIPE. GASKETS SHALL BE SBR PEP. ASTM
02009 MBA7/0, COMPOVNOED ,OR WA T[/i AND snrrn SER\1C[. ALL NUTS AND BC-LTS
AND COMPLfT[ RESPONS/8l~•TY FOR JOB SilE COND(DONS OUR!N.C TH[ COURS[ OF CONSTRu-:r1otv
C'E /hE PRO,T,'";!, INC' ')DING SAFF TY Of lU PFF?SCNS ANG PROPFru.-, AND /HA ,r Tti/S
RtOU(>?EMFNf SHALL Bf MI.DF TO APPLY CONir.rwOU::CLJ AND NOT b~ L/MiTFf, TO NOHM/,l_ WDPKING'
hOURS.
ENGINEER'S NOTE:
cAND DEVE"LOPM[NT cNG/NEER!NG, INC. V<LL I.OT B[ RESP~NSlill[ FOR. OR LIABL[
FOR. UNAUTHORIZED CHANGES & USES OF --;-H[S[ Pt.ANS. ALL Ch'ANG£5 TO ThE
PLANS MUST BE IN WR1TING AND Ml/Sl RE APPROV[D BY THE PR[PAR[R OF Th[S[
PLANS.
UNDiiRGROUND SERVICF ALERT
S[CTION ~216 &-4217 or Ir/[ GOll[RfJMCNT COO[ F?[OUIR[S A
DIG Ai..fRT /DENTiriCAITON NUMilcR BE ISSUED BffORE A
"PfRMlf m J'.".'(C.~ I/Arr" v.'iLL B[ VAUO. rOR YOUR Df.G Al'_[R"T
f.D. NIJM8£k GALL UNDff?GROUNU SERVICE ALEHI ro..L FREE@
1-800-422-4-JJ] rwo (2) WORK/NiJ DArS BEhJR[ YOU [)/G.
~8 ADO.RESS: WWW iJJGALU? r ORG
440 STA-:C: Pl.ACE, EscaJJirO, CA 920Z9
760-745-81/E
PLAN PREPARED BY:
l {I [ ~O?if iiiTiPJi
LANl--~ \!E~~~~~7~· ';;;ENO<;;:;:::·;::,._,e:;;;;;,.,,;;:;,;::;C,~ . .,;;;~;;:
SI.~--" ~~ .... CON51TRJCT10N ~
2103 EL CAMI,,,·, REAL, SUITE 104
OCEANSIDE,CALIFORNiA 92054
760754.3!3':,. I-.AX760.754.3120 Jt. -.Id engi,.enr'ing.ecm
PLt:ING DEPART}1ENT APPROVA.L ✓ifl --DATE/2/7 /oc
II AS D\_jl'._ T''
~ c)C,c'I-,::,.! (SIGNED)
RCE '1':s--,:z, EX?. 1-t/3,/45 DATE
IT:] CITY OF CARLSBAD
ENG!NEER]NG DEP/\R-M[NT
GRADJNG AND EROSIGN CO'./TROL PLAl'iS FOR:
SNALL BE TYPE JJE STAINLESS STEE~L::_. _______________________ _J-~-,-~,-------~~---~---~~1 --1 --1 ~~--"---i TITLE SHEET
BAIHAGHY RF.~IDENCF.
7343 EL FUERTE ST.
CARLSBAD, CA
LEUC/\D1A WASTEWATER DIST'i:ICT
losozo7
)
--
-------
--' .-------· --
235.
-----.. -" -. .. .
', ~-
·---... ~. 0
LIMIT OF
GRADING --~---
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D '·, ",
-....... -.......
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TOP OF SLOPE-r-....._
PER PLAN
UMIT OF GRADING
EX. SLOPE
w
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l!'L~V • Jl.:Z.9. :2.9 i::,
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:-C!!'-.-_crF--:!:" -~~
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. ---2 ---CUT ,o LF
·-2 219.0 't
21 IE
,--,£.. . ,,__ __ ::::.:.· ~-
. .,,...._
C01\ICRFT[ ORIVFWA Y
IP.
EXISTING ELfV.
ROUNDOFF TOP
F.FE FL
6" IAIN.
SECTION {D-D) SECTION {C-C)
\.
23'
--229.3
MAIN FLOOR
FE_f. __ 229. 6.0 ____ _
-PAO 229.0
FILL
COVfFIED
ENTRANCE
'""''"'"'"" ., .... ,_,,. ""'""'""""' ,~ .... , .. _ .......... .
OFFS/ff GRAD'NG PER CONSTR~CTION
EASEMENT DA ~ED De<-E11e,eR.. 7+200{.
f,0C#:.JI-.Ol:5,_-OlJ~G~,~89="---
TOP OF SLOPE
PER PLAN
2i0
-,~ ~ MIN -. ·.r ... -;
---...
-2J.' K'IOf fASf!CNT FOR OFFS/TE __ __
GRADl•IG P[Fr ('.UNSfRUGTION-EASEMENT
DATED PEC~r'li!lll. 1 1 '1.<>0f.
· DOC#."• 1..~_.-~!~,,-b._ __ -.... -. __
-......;:,
,, 2-16:0
21J.5 --~-----~
jj. • -••
---"' :.a/I~+ 11/TTl.:,, ~re .
. . ,,. . A
----
.IATCH
EXISTING
212.4
IE/FL
,--· ~---
(
10.0 LF 3"
PVC 02% 4
,,--. ----
'•, .. ·-./ .. . ............. -~
TOP OF SL~P[
PER PLAN
'.'.'..I 1
2
. "ASSUMPTION OF RESPONSIBLE CHARGE"
AS OF NOVEMBER 10, 2008, I HEREBY ASSUM£ RESPONSIBLE CHARGE
FOR DESIGN f:HANGES TO THIS DRAWING. CONSTRUCTION NOTES:
-. \ EX MON UM ENT
EX. CURB & -~UTTEH
I PER TOPO SURVEY
226.0
IE/FL
<3.88'
217.0B
EX/FL
10.0 LF 3" 4 PVC 01%
226.4
EX $
225.6
, EX/FS
CONSTRUCT 'JRIVEWAY
PER SDRS Gl-fA AND CITY r)__ or CARLSBAD GS-12 q, '---1..._
SAWCUT ANO REMOVE . b!;;
EXISTING C&G AND --.;_J
SIDEWALK '-1__
VAi?IES -
2' MIN
I I
FL £,Ev: PER
PLAN
VARIES
·-,-.
, CONCRETE
DRl'l'cWAY
GARAGE
t
. -..4/.o~~L ,..✓a~a
IY. ROBERT D. DENTINO
:RC£#: 45629 EXP:/2/3I/08
FIRM EXCEL ENGINEERING
CD
®
ALL PROPOSED ·sm.r?M DRAIN PIPES ARE PVC.
SDR 35. DIMENSIONS PER PLAN.
PROPOSED AREA DRAINS. 1'X1' BROCKS BOX O<i
APP. EQUAL
PROPOSED STORM DRAIN CLEANOUT.
ADDRESS: 440 STAT£ PLACE, ESCONDIDO, CA 92029
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TELEPHONE: 760-745-8/18
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ASSl.tlf'T!ON OF RESPONSIBLE CHANGE REVISl<X'J
p.s OF AUGUST 07, 200 7, I HEREBY ASSU.1E RESPCl-lSISLE QiARGE
/ FOO DESlGN awlGES TO THIS DPAwr1G.
i ~ocJ,-A
RCi!ERT D. DENTINO
RCE#: 45629 EXP: 12/31 /08
EXCEL ENGllflRING
440 STATE Pl.ACE, ESCCN:lOO, CA 92029
760-745-81:8
SIDEWALK UNDERDRAiN PIPE PER SORSD D-27.
GENERAL NOTES:
1. CONmACTOR SHALL VERIFY LOCATIONS OF All
EXISTING UNDERGROUND UTILITIES AND WATER AND
SEWER LATERALS BEFORE: STAR I/NG CONSTRUCT/ON.
2, PROVIDED UIIADJUSTEC EARTHWORK OUArJT/TiES ARf
EST/MA TES ONLY.
J. CONTRACTOR SHALL COOROINA TE ALL DRY UTILITIES
CONNECf/ONS DIRECTLY WITH THE APPROPRIATE '.JT/LITY
AGENCIES.
-1. RfMOVAL AND REPLACEMfNT OF EXISTING S/DfWALK,
CURB A'ID GUTTER SHALL BE PER SDRSD G-11
SfWER L.~ TERAL NOTFS:
1-
2-
CONTRACTOR SHALL VERIFY WVERTS OF EXIS71NG SEWER
LATERAL TO INSURE 2.0% MIN'MUM SLOP[.
CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SEWER
LATERAL IF THE EXISTING SLOPE IS LESS THAN 2.0%
AS-el.llLT LEGEND
RP15--et-'6ra
S1l.UO Ffl'<E INALL {NON-11.ql>,}tJIIJ(;)
C'fllll:Et> ~ lffllt/Uj>J/o WALL
lONCU'To f!ATIA/01<.k I•·-
GRI/TfiHQ.ls/M;
A!)APT'lill. N O.S
IIO. IV.I OR
llff'RMD EiQ.11\L
•
10'
NJTI:: FOR 0/t,.";,JIJG
11.Jl.~. 71) P, V.C.
~ 1V VS!i
WE/..0-al 1~4
5' 10' 20·
GRAPHIC SCALE: 1"=10'
GOl-1'alr (Al.. i;QUJ\c. -----------------Pl.AN PREPARED BY:
L DE CONSULTING
L.A.r-lCJ DEVE=L-OP'MEJVT ~E'FrlNO, lne.
ffl.ffl'E'rNQ "" ~ "" COH91RucTION .MAN40EMB'IT
2103 EL CAMINO REAL, SUITE 104
OCEANSIDE,CALIFORNIA 92054
7ti0.754.3131il FAX76D.754.31ro.A.WYM.ld-engheering.com
, ... /4.,./49
'
EXP. ,c./2,/2 g DATE
-
CITY OF CARLS BAI) I SH4EETS I
ENGINEERING DEPARTMENT
SECTION (A-A) GRADING AND EROSI0:-1 CONTROL PLANS FOR:
SECTION (B-8)
AS-WILT INfOl<:111\TION
DATE INITIAL D,t.TE INITIAL
R['✓ISION Dr.SCRIPTI0N OTHER AcPROVAL CIT" /.1.PPROVAL
GRADING PLAN
BAIHAGHY RESIDENCE
7343 EL FUERTE ST.
CARLSBAD, CA
APPROVE~ BY: 4/ CO'IRAD c_ HAMMANN I
{!,'(, lh...-1 ~----~-c-""'-------IL 1..§~-<
R.C.E. 33069 EXP.6/3C/06 CITY ENGINElR CATE
DWt, BY: -J=SS~-
CHKD BY:-~-
RVWD BY: l)(J..
~ROJECT ~10.
PO 06-01
DRAW:NG NO.
438-SA
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--·----225 --'----._
ALL DISTURBED GROUND
SHALL 8..E HYORO-S[EO[O
---:,-,:-______ ,
IN A TIMfL·y< MAN.NER. _{T{f 1
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SHALL<·BE HYDRO-SEEDED
7'N--A.. _T{MEL y MANN[R~-·tZYP)
-. ·-·---
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c------2 2 0
ALL DISTL/RBEO GROUND
·•··sHALL at·'Hrbf?o~·s££oEo tN
A TIMELY MANNER. TYP
CONCRETE ORI VEWA Y
S: \05-0010\CONSTRUCTION DRAWINGS\ TONY\05-0010-EROS/ON CONT-GPOJ.dwg 6/7/2006 1: 24: 12 PM PST
PROVIDE SILT FENCE AROUND
,....--::P=::ROdECT BOJJNDARY AS' SHO~wrv"""··· -·-ALL OJS_[UB_BE[) __ ()R_QU.NO. .. --··
SHALL BE HYDRO-SEEDED
JN .A -TIMELY MANNER: -(TYP)
--SF--SF -·-:°' ---,;::.;.. ----..,.__ -..:..:.~-;;::_ __ .:z::..-:..,_ --_: --SF
l't·. •·
--~-~-=------~-~~
MAIN FLOOR
FF£ 229.5 --· --pAb 229. o
~_--:-(JARA GE ~ ····-. -~ ·--
FFE 216.5
PAD ·215·;0·
.........
·-•···· "-· " . . ----·--
'
"---'P--=13.0Y!QE5!LJ FENG£ AROUND=·~
PROJECT BOUNDARY AS SHOWN
& "ASSUMPTION OF RESPONSIBLE CHARGE"
AS Of NOVEMBER 10, 2008, I HEREBY ASSUME RESPONSIBLE CHARGE
FOR DESIGN CHANGES TO THIS DRAWING.
, ~oo_.~ _,--/or.A> fl
iy. ROBERT D. DENTINO
RCEil: 45629 EXP: 12/3//08
FIRM: EXCEL ENG/NEERING
ADDRESS: 440 STATE PLACE, ESCONDIDO. CA ,92029
TELEPHONE: 760-745-8/18
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ASSUMPTION OFiRESPONSIBLE CHANGE REVIS/ON &
f,S OF AUGUST 07, 2()07, I HEREBY ASSlt,£ RESFl'.NllELE CHARGE
FOR DESIGN ~ES& TO TI-IIS DRAWIW'.
U/?-✓-~[l.W/Tll,() -·-.•
RCEn: 456~' EXP: 12/31 /00
EXCa ENG)flmiJG
440 STATE PI..JiCE, EscaoDO, CA 92029
760-74r8II~ o. 45629
.1.,,,.~.l~••l.1.4{?:,f/
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liiiiiiiiiiio~~;;;;;;;;;;;;;;;~~~
GRAPHIC SCALE: 7"=70'
PLAN PREPARED BY:
Lr, C CONSl!lTIN~
LAND OEVE!..°:~rrr ENCW'JEEF"tf~, ~
Sl.M'E'YWIQ ., ~-•.-• CONSTRUCTION MA."--t ,Cl::,"'--_,
2103 EL CAMINO REAL, SUITE 104
OCEANSIDE,CALIFORNIA 92054
7'!0~.3131,. FAX76C.764.3120.., www.ld-engil'leer~.=m
nAS BUILT"
/4/"oc.?.-d-,.,/4'1,/48
RCE 'f'S'~ 2., EXP. 1~/1, ,/4 l!I DATE
REVIE'.IED BY: ~ ~/.J,. ... ,~/.,.
DATE
... •
~ CITY OF CARLSBAD I SH~ETS I l-----+---+---------------+-----1--+---+----t ~ ENGINEERING DEPARTMENT .
---------+---+---1---+------I
A5· IWILT I
DELETt
DA TE INITIAL DATE l"IITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
GRADING AND EROSION CONTROL PLANS FOR:
BAIHAGHY RESIDENCE
7343 EL FUERTE ST.
CARLSBAD. CA
EROSION CONTROL AND SEDIMENT PLAN
APPROVED BY:~ CONRAD C. HAMMANN
IY: ~J ~-1-fae)c~
R.C.E. 33069 EXP.6/30/08 CITY ENGINEER DATE
DWN BY: ...,,,.,_ss~_
CHK::J BY: __
RVWD BY:
PROJECT NO.
PD 06-01
I DRAWING NO.
438-BA
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EROSION CONTROL NOTES
L IN CASE EMERGENCY WORK IS REQUIRED.CONTACT ____ _;Tc::Oc:.NYc;.....:::B=-:AI::cH::cA:.:Gc:.H=-=Y'---_AT
858-775-9382 (PHONE NUMSER)
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALl 8E MADE AVAILABLE AT All
TIM[S DURING THE RAINY_ SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
. CONSTRUCTTON OF TEMPORARY DE\11CE5 WHEN RAIN IS EMINE1\/T.
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 SA TISFACT/ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REOUfRED BY THE CITY ENG/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CfRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHAU BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PR[vENT PUBLIC TRESPASS ONTO AREAS WHERE fMPOUNDED WATERS CREA TE A
HAZARDOUS CONDITION.
7-ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY ,
9, ALL REMOVABLE PROTECT/\/£ DEvlCES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WO.'<KING DAY WHEN THE FIVf (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
10. All GRA \/EL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
II_ SHOUW GERM'NAnON OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECT/\/£ COVERAGE
OF GRADED SLOPES (90% COVERAGE) PR/OR TO NOVfMBER 15, THE SLOPE:S ShALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF
THE EROSION .AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STA TE OF (;ALIFORN/A
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSfON CONTROL PLANTING AND IRRIGATION SHALl 8E
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLIED TO:
L ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STE[PER
WHEN THEY ARE:
o: THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MOR[ IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCHEDULED FOR IMPROVEM[NTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREA T/ON DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAV[ ANY SPECIAL COND'TION /OfNTTF/fD BY THE CITY ENGINEER
THAT WARRANTS IMM[OIA TE ffi[ATMENT_
B. HYDROSEEO[D AREAS SHALL 8E /RR/GA TED IN ACCORDANCE IWTH THE FOLLOWING
CRITERIA:
C
D.
f_ ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE:
o. THREE TO EIGHT FEET IN HflGHT $HALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPcERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIP:TATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECl.''ITA TION SPRINKL[R HEADS PROVIDING 100%
COVfRAG£.
2, AREAS SLOPED lESS THAN 6: I SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRJOR TO HYDROSEEDING. TH£ DEVELOPER SHALL SUBMIT A
PROPOSED SCHEMf TO PROVIDE /RR/GA TION TO TH[ Cl TY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS or
THE ELfMENTS OF TH£ PROPOSED SYSTEM.
J_ fRR'GATION SHALL MAINTAIN THE MOISTURf LEVEL OF THE SOIL AT n-lE
OPTIML!M LEVEL (OR THE GROWTH OF TH[ HYDROSEEDED GROWTH.
HYDROS[[DING M!X SHALL CONSIST OF ALL OF TH[ FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
o, 20 lbs. PER ACRE OF ROSE CLOVER
b_ 20 lbs. PER ACRE o• ZORRO FESCUE
c. J lbs. P[R ACRE OF E SCHOOL CIA CAUF'ORNICA
d. 4 lbs. PER ACRE or 4CHli I FA MILLEFOUA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f_ i/2 .lb_ PER ACRE or DIMOF/Pi/OL[CA
g, ITEMS c,d,e, AND f OF THIS SUBSECTION IJA Y BE OMITTED ON
L6CA !JONS WHERE THE AREA BEING HYD!?OSEEOED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RES/OE.NT/AL STRUCT'JR[S.
h. rT[M a OF THIS SUBS[CT/ON MUST 8E /NOCULATE:D WITH A N/rROG[N
.<IX/NG BACTERIA AND APPLIED DRY EITHER BY O'<ILLING OR
BROADCASTING BE/CORE h'YDROSEEDlll'G
i. ALL SEED MATERIALS S'-IPLL BE TR/1NSPO,'ff£D TO THE JOBSITf; IN
UNOPENED COl\'TA/N[RS WITH THE CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICULTU.'?[ CERT/FICA T/ON TAG ATTACHED TO, OR PRINTED ON
SAiD CONTAINERS.
j. NON-Pf-fYTO-TOXIC WETTING AG[NTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISC!?fTION OF TH[ CONTRACTOR
2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 /r,s PER ACRE.
TYPE 6 ML!LCH (STRAW) MAY Bf SUBSTII'JTED. ALL 01? PART. FOR
HYDRAl..iUCALL Y APPLIED FIBER MATERIAL. l',1-/EN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHAN.'CALL Y PUNCHING NO LESS THAN 50% OF
THE STRAW INTO TH[ SOIL.
J_ FERTILIZER CONS/STING OF AMMONIUM PHOSPHATE SULfA TE, 16-20-0, WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYD!'?OSEEDfD SHALL BE P,REPARfD PRIOR TO HYDROSEfD!"-IG BY:
1-ROUG.f-fENJNG THE SURFAC[ TO BE PLANTED BY ANY OR A COMC!INATIO/oa OF.
a. TRACI< WALKING SLOPES STEEPER THAN 6: I
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY F,RIABLE.
c_ RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABC-VE.
2. CONDITION/NG THE SOILS so THAT IT IS su:TABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT, LEACHING OR
COVERING SAU/\/[ SOILS TO PROVIDED VIABLE: CONDITIONS FOR GROWTH.
HYOROSt_[OED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GRO'tiTH UNTli_
THE PROJECT IS PERMANE,N TL Y LANDSCAPED OR, FOR A.REAS WHFRE HYOROSEfDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
S· \05-0010\CONSTRUCTION DRAWINGS\TONY\05-0010-DETAJLS-GP04.dwg 6/7/2006 1:25: 13 PM PST
EXISTING GROUND
PUBUC ~OF-WAY
li-----~".,,,_,,n•w!il:t..M ___ __,..v "-.
C [l.,___-=:X~o
T PLAN \
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
1. SET POSTS AND [XCA VA TE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TH£ UN[ or POSTS,
------= ' I_./"""' /~·-• -.,,/
J_ ATTACH THE FILTER FABRIC TO
THE WIRE FENCf AND EXTEND IT
INfO THE TRENCH.
-
2. STA,0 LE WIRE FENCING TO
THE POSTS.
I
4 IN (TO CM)
tk
4_ BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
flLL SLOPE
fl (N_ •
,I
' " .:,.. f-·•• t I ·::, ' . ' ' I MIN.
l 2 FT
EAR TH[N RIDGE
---'
UNLINED SW ALE & BERM
GRAVEL BAGS OVfRLAP
ONTO CURB ) .
"-----.
:_..__~ ~ ~~ ~
~ ~ .,,__ _ ___:,.__ __
RUNOFF
GAP BETl'tfEN BAGS
ACTS AS SPILLWAY
" \ ./
J FT (0.9 M) MIN.
THREE LAYERS or GRAVEL BAGS
WI TH ENOS OVfRLAPPEO
GRAVEL BAGS
"ASSUMPTION OF RESPONSIBLE CHARGE"
AS OF NOVEMBER 10, 2008, I HEREBY ASSLJME RESPONSIBLE CHARGE
FOR DESIGN CHANGES TO THIS DRl>W/NG,
~~c:>--.4{ / .. / .. v/oa ~v.of~S~o,11-1,
SY' ROBERT D. DENTINO ~~~ • e-fr ~
!:?~ 'iri' RCEI!: 45629 EXP: 12/3//08 ; "' No. 45629 co g;
FIRN: t:.XCEI ENGiNEc:RWS ~:;i. __ Exp. t1/"& ;
/>DDRESS: 440 STATE PLACE, ESCONDIDO. CA 92029 ( 01vi"'-,r.<1:-~
OF CAI.\Y-:
TELEPHONE: 760-745-8118
,,,.., .
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 210 SF
SILT FENCE --sr--m-
UNLINED SWALE &: BERM/ BIO-SWALE
GRAVEL BAGS
620 LF
450 LF
200 E:A
PLAN PREPARED BY:
Jij[ E!-!:.~:.--
2103 EL CAMINO REAL, S\JlTE 104
OCEANSIDE.CALIFORNIA 92054
700.754.3131 • FAm0.750\20 A. 'INl"lld~,V.Cffll
"AS BUILT"
,,&/oa .. L '¥i-</4a-
DAlE
REVJE1,ED BY,
C@,' ,t=U=· =--=---INSPECT□? -, ... /2/4,a
OATC:
t---+-----<------------+---+-+---+-----I I SH4EET I CITY OF C A.RLS BAD I SH4EE TS I
ENGINEERING DEPARTMENT :::==:::::.::::==========:::::.::::=~
fL'. AS-!WILT /N/'ORMlffiOIJ
l/1\
DATE ·NITIAL DATE IN1"7"!AL DATE INITIAL
ENGINEER 0~ WORK REVSION DESCRIPTION OTHER APPROVAL QTY APPRCVAL
GRADING AND EROSION CONTROL PIANS FDR:
BAIHAGHY RESIDENCE
?343 EL FUF:RTE ST.
CARLSBAD, CA
EROSIOK CONTROL DETAILS
4PPROV~ B:, ~/ CONRAG C .'!AMMANN
1 'I! ~ ~--'✓~ y'o,
R.C.E. 3.3069 EXP.6/30/08 CITY ENGINEER DATE
DWN BY: JSS I PROJECT NO. l □R::1~G8AN.O. CHKD BY: ___ PD 06-0, .......-
RVWD BY:
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