HomeMy WebLinkAboutDWG 406-9A; PD 02-08; LOT 287 AVIARA; 01-03(IN ADDITION TO THf: l'!f:OUIRl':twl[NTS OF CHAPTE:R 11.06 OF 17-1[
CARLSBAD MUNICIPAL CODE.)
1. 7HIS PtAN SUP[RSUJ£$ ALL 07HfJl1 PLANS Plfl:l!OUSL Y APPROVE:D BY TH[ CITY
OF CARLSBAD R£GARDING GRADING SHO\m ON THIS SET OF PLANS.
1. APPROVAL OF 1HIS PLAN OO[S NOT LESSE:N OR WAl\lf ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED H[REON AS 1H[Y MAY
P[RTAIN TO THIS PROJ£CT. TH£ E:NGINffR IN R[SPONSIBL[ Cl/ARCE: SHALL
REWSf THfS[ PLANS WHEN HON-CONFORMANCE IS DISCOVfRED.
l CITY APPROVAL OF PLANS DOE:S NOT RELIE\lf THE DE\lfLOP£R M EHGJHEER-OF-
WORK FROM RESPONSIBILITY FOR 1HE CORRECTION OF £RRORS AND OMISSIONS
DISCO\lfRED DURING CONSTRUCTION. ALL PtAN REWSIONS SHALL BC PROMPTLY
SUBMITTED TO TH£ CITY ENGINEER F'OR APPROVAL.
4. A RIGHT-OF-WAY P£RMIT FROM THE CITY fNG/NffR llllL /JC REQUIRfD F/Jff ANY
WORK IN THE PUBLIC RIGHT <JF WAY. PRIOR TO PERIAIT ISSUANCE, A
CER11FICA Tf OF INSURANCE MUST 8£ FILED NAMING THf CITY OF CARLSB,llJ AS
AN ADDITIONAL IHSUR[D ON 1H£ PERIAITTEE'S POLICY IN 1HE MINIMUM AMOUNT
OF 11.000,000.00 FOR EACH OCCURRENCE OF LIABILITY. !1/f. INSURANCE
f!liftll;{r ':Tl&~Jr'v~ffl~f,W/~ itlM~Y fAJc cJgf A Silt
S. UHIISS EXEMPTED BY SECTION J01.(b)5 OF 1HE UNIFORM BU/1..DIHG CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
'-HO 11\?RK SHALL IJE COMMENCED UNTH. ALL F'!111,#TS HAVE: f'J!EN OBTAMD FIWII
THE CITY AND 01HER APPROPRIA Tf AGENCIES.
7. APPROVAL Of THfSE PLANS BY THE CITY [NGIN[!/! DOCS HOT MJTHORIZE ANY
ltORK OR G11ADING TO BE PERFORMED UNTH. 7HE PROPfRTY Otll'lfR'S P[RMISSION
HAS BEEN OBTAINED AND A VALID GRADING P[RMIT HAS BEEN ISSUED.
8. NO REWSIOHS MILL BE MADE TO JH[SE Pl.ANS WITHOUT THf IIRITTfN ll'PROVAL
OF 1HE CITY E:NGINffR. HOTfD WITHIN THf RfWSION BLOCK, ON 1HE
APPROPRIA lf SHffT OF THE PLANS AND THf Tl!Lf SHffT.
,. ORIGINAL DRAWINGS SHALL BCC!»lf 1H! PROPERTY OF THE CITY IJPON BEING
SIGNED BY 1HE CITY ENGINEER.
10. THE ORIGINAL ORAIIIHG SHALL BC Al14SEl) TO RCf'l.ECT AS-BUILT CONDITIONS
BY THE ENG/NEER-OF-'MJRK PRIOR TO FINAL ACCEPTANCE OF Tl/£ WORK BY THE
CITY
11. ACCESS me flR!'. AHO 01HER Ol[fl(;fNCY \lfHCLES SHALL Bf IIIAINTA/Nf:D TO
THE: PRo.ECT SIT'f AT ALL 11MfS DURIHC CONSTRUCTION.
12. IHE:RE T/ID'ICHE:S ARE: WITHIH CITY E:ASEMEN'TS, A SOILS Rfl'ORT COAIPRISED
OF: (A) SUMMARY SH££T. (8) LABORATORY MORK SHE:ETS AND (C) COMPACTION
CUR\lfS. SHALL BE SUBMITTED BY A PROFESSIONAL £NGINfE:R OF fHf STATE OF
CALIFORNIA, PRINCIPALLY DOING BIJSIN£SS IN 1HE FIE:LD OF APPLIED SOILS
UECHANICS. Tl-IE S0/1..S REPORT IIILL BE SUBMITTfD TO THE: CITY ENGINfERING
/IISPECTOR Wl1HIN TI\O WORKING DAYS OF 1HE COMPLE:110/V OF FIELD TfSTS.
IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARD/NC
ADHERENCE TO RECOMUENDA TIONS OUILINED IN TH£ SOILS REPORT IS REOUIRED
PRIOR TO THE: ISSUANCE Of A BU/1..DINC P[RMIT. ALL CONTROLLED GRAmNG
SHALL BE DONE UNDER 1Hf DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STA!f OF CALIFORNIA PRINCIPALLY DOING BUSINfSS IN 1H£ FIELD OF APPLIED
SOILS MfCHANICS. ALL FII.L OR FUTURE F/1..L ARE:AS SHALL BE CONSTRUCTfD 1H
ACCORDANCE IMTH 1HE CITY OF CARLSBAD STANDARD SPE:CIFICA TIONS AND THE
• EAR711WORK SPfCIFICA T10NS " A TT ACHED TO TH£ PRELIMINARY SOILS
IN\lfSTIGATION. DAIi.. Y FIELD COMPACTION RE:PORTS IIILL BE SUBMITTfD TO THE
PRO.ECT INSPECTOR.
14. A fflfCQNSTRf./CJm Wfl'/NG SlfNl • HIJQ AT ff tn: PfllDlt ro nu:
RfGINNING Of IWlRK ANQ Sti61! Bf dTTfllllfP RY All RfffifSfNfAil'ffS
1/J;SPONS/BLE FOR CONSTRJJCT(Q/'IJSPEC110N. SUPE:RWSION. TESTING AND ALL !HER A ,PITTS Of THE IIQBK_ CONTRACl'OR SHALL SCH[DULE JHE MEtTING
1HROUGH THE PERMIT CLERK ((760)438-3634) AT LE:AST Fl\lf(S) WORKING DAYS
PRIOR TO STARTING CONSTRUCTION. APPRO\lfD DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING. A COPY OF 7H£ GR,llJING P[RMIT WILL BE PROWDED
BY THE: PRo.ECT INSPECTOR AT 1HE 1,1££17NG.
15. 4/1 INSPfCUQN REQtlfSTS QTHffl THAN FOR t"llt:COHSZRI/C71QN MEETING Ml( ( Bf
MADE BY GAlifNG TH£ fNGUiffRING 2:f tffHtR fNSPFCllDN RfDl/fST l/Nf AT
{z6Q) 438 JB91,INSPEC11QN REOLJESTS /,/UST Bf R£C£/YfQ PRIOR TD 2: OQ P.IJ,
QN THE QA Y B£FORE THC JNSPITTIQN /5 NEEDED, INSPECTIONS MLL BE MADE
THE NfXT l!ORK DAY UNLESS YOU REQUE:ST 0711£RW,SE, REQUESTS MAD£ AFTfR
2: 00 P.M. WILL BE SCHEDULED FOR 00 FULL WORK DAYS LA TfR.
II. THE: OJINER AND /OR APPLICANT THROUGH TH£ DEVELOPER AND ,/Ole COHTRAC70R
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES, INCLUDING
SHORING, AND SHALL Bf SOLE:L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STA!f AND FEDERAL SAFETY AND H£AL711 STANDARDS, LAWS AND REGULATIONS.
17. THf CONTRACTOR SHALL CONFCftl TO LABOR COD£ SEC110N 6705 BY SUBMITTING
A DETAIi.. PLAN TO 1Hf CITY fNGINfER AND /OR CONCE:RNED AGE:NCY SHOWING
TH£ DfSIGN OF SHORING, BRACING SLOPING OR 0711ER PRQV,SIONS TO 8£ MADE
OF WORKER PROTECTION FROM 111£ HAZARD Of CAWNG,GROUND DURING THE:
EXCAVATION OF SUCH TRENCH OR TRE:NCHES OR DURfNG THE: /'/f'E INSTALLATION
THEREIN. THIS PLAN I.IIJST BE PREPARfD FOR ALL TRENCHES Fl~ FEET (5') OR
MORE IN DEP1H AND APPRO\lfD BY 1HE CITY ENGINEER AND/OR COHCERNEO
AGENCY PRIOR TO E:XCAVA 110N. If THE Pf.AN VAil/ES [ROI.I 711£ SHOil/NG SYS/FM
STANDIIRQS £STABllSH[Q BY THE CONSTRUCTION SA[ETY QRD£RS. mLf: B
CALffQRNIA ADMINISIRATl'tf COO£ THf PLAN SHALL BE PREPARED BY AN
ENGINEER AT THE CQNTffACTORS EXPENSE A COPY OF TH£ OSHA EXCAVATION
PfRMIT MUST BE SUBMITTED TO THE: INSPfCTOR PRIOR TO EXCAVA 110N.
18. NO BLASTING SHALL 8£ COMMfNCCD WITHOUT A CITY ENGINEER APPROV!D
BLASTING PROGRAM.
1'. ff t,HY ARCHllm.QCICAL l!£SQVRClS AM DISCQ\fRED MTl:lft NIY IIQl!K ARCA
DURING CONSTRUCTION, OPfRA71QNS IIILL CEASE 11,/AlfDIA)[LY. AND 111£
P£RMITTE£ WILL NOTIFY THE CITY ENGINEER. OPERA TJONS MLL NOT RESTART
UNTIL THE PERMITTfE HAS RECEll£D WRITTf:N AUTHORITY FROM TH£ CITY
ENGINEER TO DO SO.
20. ALL OP£RA 110NS Cl»IDUCT£D (JN H SIT£ Ol'I ADJAC'EHT 111!RETO, INCLUDING
WARIAING UP, RE:PAIR, ARRIVAL, DEPARTURE: OR OP!RA 110H OF TRUCKS,
EARTHl,IOWNG £11JIPMENT, CONSTRUCTION EOUIP1,1£NT AND ANY OTHER ASSOCIA TrD
GRADING £CJUIPM£NT SHALL 8£ LIMITfD TO 1HE PERIOD BETl'lf[N 7: 00 A.M. AND
SUNSET E:ACH DAY, MONDAY THRU FRIDAY AND NO £AR1HMOVING OR GRADING
OPERA 110NS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA YS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL Qf[ S'/If HIIUL RQUTfS SHALL BE SVllllfTlfD BY 1HE CQN711ACTQR IQ K
CJTY ENGINffR FOR APPROVAL lJIO FULL WORKING PM'.S l'f/lOR TO BEGINNING OF
WORK.
22. IIIPORT MATfRIAL SHALL BE ~TAIN!D FRCM, AND WAS!f MATfRIAL SHALL BE
DEPOSITfD AT, A SITf APPRO\lfD BY THE CITY £NG/NEER. 711£ CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS QR Q,IMIIGE OCCURRING ALONG 7HE HIIUL
ROUTES QR ADJACENT STRfETS AS ii RESULT OF THC G11ADING OPERATION,
2J. BRUSH SHALL BE REMO\lfD OHL Y IN/711/N 1HE AREA TO BE GR,llJED. NO TRffS ARE
TO BE Rfl,IO\lfD UNLESS SPECIF/CALLY NOTfD ON THE PLAN.
24. ALL AREAS SHALL 8£ GRADfD TO Dl!AIN. GRADING RE:SUL 11NG IN THE PONDING OF
WA TEI! IS NOT PE'.RMITTfD. ALL EARTHE:N SWALES AND DITCHE:S SHALL HA 1£ A
MINIIIUM ONf P[RCENT SLOPE.
25. THfSE PLANS AR£ SUB..£CT TO A SIGNE:D ANO APP/!01£0 SET OF EROS/OH
CONTROL PLANS. £ROS/ON CONTROL SHALL BE AS SHOltH AND AS APPRO\lfD BY
THE CITY E:NGINEER OR AS DIRE:CTfD BY THE: PRO.£CT INSPE:CTOR.
26. ALL SLOP£$ SHALL BE TRIMMED TO A flNISH GRAD£ TO PRODUCE A UMFORW
SURFACE AND CROSS SECTION. THE Sllf SHALL BE LfFT IN A NEAT AND
ORDERLY CONDITION. ALL STONE:S, ROOTS OR OTHE:R DfBRIS SHALL BE REMO\lfD
AND DISPOSED OF AT A Sllf APPROVfD OF BY 1HE CITY ENGINEER.
27. ALL SLOPE:$ SHALL 8£ IRRIGATED, STABILIZED, PLANTfD AND/OR HYDROSEEDED
Wl7HIN TfN (10) DAYS OF THE Tfl,I£ IIHfN EACH ~ IS BROUGHT TO GRAD£
AS SHOI\H ON 1HE APPROV!D GRADING PLANS.
25. LANDSCAPING SHALL 8£ ACCOMPLISHED OH ALL SLOP£$ AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE: MANUAL, 1H! LANDSCAPING Pl.ANS FOR
THIS PROJECT, DRAINING NO.=-=---, AND/OR AS DIRECTED BY 1HE CITY
!NG/NEER OR PLANNING DIRE:CTOR.
29. 1HE O'M'JE:R/APPLICANT SHALL INSURE THAT ALL CONTRACTOfl:S SHALL COORDINA lf
1Hf l!ORK OF THE:Sf GR,llJING PLANS IWTH 1HAT SHOI\H ON BOTH 1H£ LANDSCAP[
AND IRRIGATION PLANS AND THE IMPROVfl,f[NT PLANS AS REQUIRED FOR THIS
IIORK IN ACCORDANCE W,JH 1HE LANDSCAff MANUAL TIME REQUIREMENTS.
•
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11
JO STORII DRAIH PIP! SHALL BE RE:INFOl!Cro COHC!ff1[ F'fP£ 111H A IIIHIMW
D-LOAD OF l,J50 OR ASBESTOS C£1,1£NT PIPE: IN/71-1 A MINIIIUM D-LOAD OF
2,000. FOR PRIVA!f STORM DRAIN PIPfS. UP TO 15" PVC MAY Bf UTILIZED
PROWDED DEPTH IS LE:SS 1HAN 15 FE:ET AND BACKFILLED IWTII J/4" ROCK P[R
SDRSD S-4 TYPE: •c• AND PIPE: MffTS ASTM STANDARD J034 FOR SDI? J5 SOLID
WALL PIPE.
JI. r.HER[ AN EXISTING PIP[ LINE 15 TO 8£ ABANDONED AS A MSUL T OF THE:
GRADING OPERA 110N, IT SHALL 8£ REMO\lfD IWTHIN TIIENTY FEE:T OF BUILDING
OR SJREET ARE:AS AND REPLACED W,711 PROPERLY COMPACTED S0/1..S. IN OTHfR
ARE:AS THE PIPE MLL 8£ PLUGGE:D WITH CONCRETE: OR RE:MO\lfD AS APPRO\lfD BY
1H! CITY £NG/NEER.
J2. THE CONTRACTOR SHALL V!RIFY 7H£ LOCATION OF ALL EXISTING FACILITIES
(ABO\lf GROUND AND UNDER GROUND) W,1HIN THE PRo.ECT SIT'f SUFflCIENIL Y
AHEAD OF GRADING TO PERMIT THE RfWSION OF THE GRADIHG PLANS IF IT IS
FOUND THAT 1H£ ACTUAL LOCATIONS ARE IN CONFLICT Wl1H 1HE PROP05[0
WORK.
JJ. THE CONTRACTOR $HALL NOTIFY AFfE:CTE:D U17LITY COMPANIE:S (SCE 8£Low,) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NfAR TH£//!
FACILITIES AND SHALL COORDINATE 1H£ MORK IW1H A COMPANY REPRESEHTA11VE:.
UNDERGROUND SERWCE ALERT
SDGM
1-IIOD-422-41JJ
(760)438-6200
l-800-310-2J!5S
(760)4J8-5241
(760)438-2980
(760)4J8-2722
PACIFIC BE:LL
DANIE:LS CABLEVISION
CITY OF CARLSBAD(STREET ,t STORM DRAIN)
• CARLSBAD MUNICIPAL WA TfR DISTRICT
(WA TfR, SEllfR, RW)
• SAN DIE:GUITO WATER DISTRICT (760)753-1145
(_760)75J-0155
(760)744-0460
(760)75J-6466
(760)565-5657
• LfUCADIA COUNTY WA TfR OISTRICTi
• VALLE:CITOS WA TfR DISTRICT .
• OLIVENHAIN WATER DISTRICT
• BUENA SAN/TA TION msTRICT
• AS APPROPRIATE
34. PE'.IMT COIIPLIAHC! REr,JIRMNTS:
A. FOR CQN7RQLLfD GR~NG-THE APPLICANT ll«S A CIVIL CHG/Nffl!,
SOILS ENGINEER. ANDOR GEOLOGIST TO GIVE: TfCHNICAL ,llJV!Cf,
OBSER\lf AND CONTROL THE: WORK IN PROGRESS /11.06.170(8)/
CARLSBAD MUNICIPAL COO!.
B. PRIOR TQ F1NilL APf'RQYAL 0£ A MAM OOMT-1H! Fa.LOltlNG
REPORTS MUST 8£ SUBMITT'fD TO THE CITY ENGINEER WA TII!
PROJ£CT INSPECTOR {11.06.190{8)/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPfJfWSING GRADING ENGINEER STATING ALL
GRADING IS COI.IPLfTE. ALL EROSION CON1ROL. SLOP£ PtANTIHG
AND IRRICA TION ARE INSTALLED IN CONFORIJANCE: IWTH CITY
CODE AND THE APPRO\lfD PLANS (OBTAIN SAMPLf OF COMPLIANCE
LETTfR FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT G11ADING PLAN.
(J) REPORT FROM THf SOit$ £NG/NEE:/!, WHICH IHCLUDES
RE:COMI.IENDED SOIL BE'.ARING CAPACITIES, A STA TfMENT AS TO
711[ EXPANSJ\lf OUALITY OF THE sm1.. AND SUMI.IARIE:S OF
FIELD AND LABO/IA TORY 1fST.S. 711£ REPORT SHALL ALSO
INCLUDE A STA TfMENT BY THE SOILS ENGINfER 1HAT THE
GRADING WAS DO/If IN ACCORDANCE: IM1H THE REQUIREMENTS AND
RfCOl,/l,lfNDA TIONS OUTLINED IN 711£ PRELIIIINARY SOILS RfPORT
AND ANY SUPPLEMENTS 1HERE:TO.
( 4) REPORT WITH AS-BUILT GE:OLOGIC PLAN, IF RE:OUIRED SY THE
CITY.
.35. UNLESS A GR,llJfNG PERMIT FOR THIS PRo.ECT IS ISSIJED MITHIN SIX (6)
MON711S AFTfR 1Hf CITY E:NGINffR'S APPROVAL, 7HESE PLANS MAY BE REQUIRfD
TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FffS WILL BE REQUIRED FOR
ANY SUCH RE:CHECK.
36. THE: S0/1..S REPORT TIILED AS GflA[)[() GfOTE:CHNICAL INV!STIGA TIOH FOR ,
PROPOSE:D SINGLE FAMILY DVlfLLING LOT NO 287 OF AV/ARA POINT CARLSBAD, CA.
PERPARED BY NOR71-I COUNTY COMPACTION ENGINEERING, INC , DATED
JUN[ 4 ,201Jl..., SHALL Bf CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIF/CATIONS CONTAINfD IN SAID SOIi..$ REPORT.
"DECLARATION OF RESPONSIBLE CHARGE•
I HE:REBY DECLARf Tl/AT 1 AM THf ENGINEER OF WORK FOR THIS PRO.ECT, THAT I
HA 1£ EXERCISED RfSPONSIBLE CHARGE: OVfR THE DE:SIGN OF THE: PROJ£CT AS Off/NED
IN SfCTION 670J OF 1HE BUSINESS AND PROFESSIONS CODE, AND THAT 1H! DESIGN IS
CONS/STANT W,TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CllfCK OF PRO.£CT ORAIWNGS AND SPE:C/FICA 110HS BY THE:
CITY OF CARLSBAD IS CONFINED TO A RE:WEW OHL Y AND DOES NOT RfL/£\lf ME, AS
ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PRo.ECT DESIGN.
FIRM: K ,t S ENGINEERING
ADDRESS: 7801 MISSION CE:NTER COURT SUIT'f 200
CITY STA!f: SAN OIEGO C 921
TE:1.EPHONE: 7Cl-'6"'-'--,l"'--;,:r-;--------/2 /
~B~Y:~'F::&~~~~~r-------DATE:~l-j.,._~_.,~,._/1 ___ ~ __
/1.£. N .:
E:XPIRA TIOH DA TE:
SOII.S ENGINEER'S CERTIFICATE
SIGNED:
P.E. 140.:
LICENSf EXPIRATION DA TE:
BENCH MARK
SITE
\
r·
CITY or VISTA
1,-·-·7 ---
Al/lARA DR
AV'f.
CITY or
SAN
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t.iARCOS
WORK TO BE DONE
7HE GRAD/NC IIORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND F'ILLS.
REMC:DIAL GRADING, DRAINAGE FAC/1..ITIES, EROSION CONJROL FAC/1..ITIES, AND
PLAN11NG OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS.
AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, RfQUIREMENTS, RESOLUTIONS
AND ORmNANC£5 Cl1fD ON THESE PLANS.
THE GRADING IIORK SHALL BE PERFORME:D IN ACCORDANCE 111TH 7H£ FOLLOWING
DOCUMENTS, CURRENT AT THE TIME: OF CONSTRUCTION, AS DIRE:CTfD BY THE: CITY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE:
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. RfSOLU110N NO. N/A DATfD_~N~/.~11 __ _
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CDNSTRUCTIOl4 (GRE:EN
BOOK).
6. SOILS REPORT AND RfCOMI.IENDA TIONS BY NORTH COUNTY COMPAC110/-I
ENGINEERING, INC DATED:JUNE 4, 2001.
7. THE: SAN DlfGO RE:G/ONAL 5TAl4DARD DRAIIINGS AND AS MAY 8£ MOD/fl[D BY
THE CITY OF CARLSBAD STANDARDS.
IJ. CALIFORNIA COASTAL COM/,/ISSION DfVE:LOPl,IENT PfRM1T CONDIT10/-IS
DA 1f0 AUG 28 2002
t. £NV,/!Otll,/!NTAL APPROVAL DOCUMENTS DATrD __ N"'/c..cA ____ _
r-. LEGEND: DWG. No. SYMBOL
'-.
CITY or ENCINITAS
VICINITY MAP
LEGAL DESCRIPTION
LOT 287 OF 1HE CITY OF CARLSBAD TRACT 8S-J5, AV,ARA PHASE I-UNIT "D"
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORMA,
ACCORmNG TO MAP 7HER[OF NO. 12412, f/LED IN Tl-/[ omCE OF TH[ COUNTY
RECORDER OF SAN DIEGO COUNTY, JUNE 29, 1989.
EXCEPT TH£RE:FROM ALL OIL, GAS, MTNERAL, AND OTllfR HYDROCARBONS, BUT Wlll-lOUT
THE RIGHT OF SURFACE: fNTRY, AS RESERl.£D IN INSTRUMENTS OF RECORD.
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 1H!SE PLANS WAS G[N(RA TfD BY LAND SURVE:l1HG
/,/£Tl/ODS FROM INFORMATION GATHERE:D BY K &: S ENGINEERING ON MAY 26, 1999.
TOPOGRAPHY SHOWN HE:REON CONrORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
Tl-/1S PRO..£CT IS LOCA 1fD W/71-1/N ASSESSORS PARC£L 14UM8fR(5)
215-610-26-00
Tl-If CALIFORNIA COORDINA T[ INDEX OF Tf-1IS PRO.If CT IS:
N JJ7 f 1685
BASIS OF BEARINGS
711£ BASIS OF BEARINGS FOR THIS SUR1£Y IS Tl-IE OFFSETS TO 1H£ E:ASTE:R!. Y
RIGHT OE: WAY LINE OF AWARA DRIVE:, AS SHOWN ON MAP NO. 12412
l.f. N19'5J'20"W
OWNER'S CERTIFICATE
I (Wt) HfRfBY CERTIP-Y THAT A RE:GISTERED SOILS fNGINffR OR
GEOLOGIST HAS BEE:N OR MLL BE RETAINED TO SUPERVISE OVER-ALL
GRADING ACTIVITY ANO ADVISE ON THE COMPACTION AND STABILITY Of
THIS SITE.
._;, _ _;
PRO/OfRTY LINC
EXISTtNG CGHTOUR
PRC1'DSED CONTOUR
!XISTING EL!VA TIOH
E:XIS11NG WALL
£XIS11NG St.OPE
F1MSH SURFACE !LEVATION
D/RfCTION OF FLOW
TC1' GRA TE:/INVE:RT ELE:VATION
TOP WALL/BOTTOIJ OF WALL
4• P\-t: PIPE: (Ul4LE:SS OTHERWISE SHO'MI) SDR-J5
6" CATCH BASfH NOS
(OR EQUAL)
MASONRY RfTAINll4G WALL (BY SfPARA1f PfRMIT)
GRAl£L BAGS (2 HIGH)
DAYLIGHT LINf
TRENCH DRAIN
EARTH1fORK QUANTITIES
CUT: 120 CY.
FILL: 120 CY.
E:XPORT: 0 CY.
REME:0/AL: 74 CY.
EARTHWORK NQ'ltS:
[ARTHWORK QUANTIT/fS SHOWN ARE: FUR fSTllo/AT/140 PURPOS[S ONLY.
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE, LOSSES DUE TO CLfARll4G
OPERATIONS, COMPACTION, SETTLEMENT, ETC. CONTRACTOR SHOULD VERIFY
QUANTITIES PRIOR TO BIDDING.
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• 211.0
TG 70.60
IE 69.10
TW 73.00
BW 70.33
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PLANNING DEPARTMENT APPROVAL
MNP-a~ OOa"' DATE: 11 /=,-/02-
lllCIIUL J. BOUIIILIII, PIANIIIIIG Dll!CTOII
BUil T"
+~~.L'.-""~· ~ ,;J1rfac.
cE4-059 EXP ~-3O-0(p DATE
r
c•)°"'j~ DA'IT.:ll/1/oz..
-BY: VAN Lvoch ) (PRll"IT 11iiiij
REl/1EWED BY:
C-,,.,..4 <5 c., 'J,....,._
INSPEC'f'OR
~ CITY OF CARLSBAD 1----t---+----------------~--r----,..---,----i LJ__j ENGINEERING DEPARTMENT 1----1r---+----------------r---i---1---;---,
GRADING & EROSION CONTROL PLANS FOR:
DESCRIPT/014: OC-0179 DISC SET IN WEST END OF SOUTH
HEADWALL OF 24" RCP ENGINEER OF WORK K&S ENGINEERING LOT 287 AVIARA
LOCATION:0.4 MIL[S EAST OF INTERSfCT/014 or LA COSTA AVE.
AND SAXONY RD.
RECORDED:COUNTY OF SAN DIF.GO DPW REPORT SV 106-01,
10/15/85
[L£VATIOl4:1J.87 DATUM:M.S.L.
T.B.M.: SEWER MH j8 RIM ELF:V. 242.JB CITY OF CARLSBAD
owe NO. 295-1 SH[fT 5
I
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/_,,,,,,,_,,---··
1.
/KAMAL S.
11 11 I I I
(619)296-5565
Planning Engineering Surveying
7801 t.tission Center Court, Suite 200
Son Diego Co. 92108
I i
I '
LLOYD B. HUBBS J. " • , J~ ~ .i!;
9 EXPIRES 12-31-0, oiE
DATE INlilAI.
ENGlNEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DA 1£ INITIAL
01HER APPROVAL CITY APPROVAL
PROJECT NO.
PD 02-08
DRAWING NO.
406-9A
AS-BU LT
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K&S ENGINEERING
Planning Engineering ~rve)4flg
7801 Mission Center Court Suite 200
Son Diego Co. 92108
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TF 259,5
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FOOTING DRAINAGE BY
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DESCRIPTION:OC-0179 DISC SET IN l\£ST END OF SOUTH
HEADWALL OF 24" RCP
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LOCATION:0.4 MILES EAST OF INTERSECTION or LA COSTA AYE.
AND SAXONY RD.
RECORDED:COUNTY OF SAN DIEGO DPW REPORT SV 106-01,
10/15/85
ELEVATION: 13.87 DA TUM: M. S.L.
T.B.M.: SEWER MH #8 RIM ELEV. 242.38 CITY OF CARLSBAD
DWG NO. 295-1 SHEET 5
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ERAL UTILITY EASEMEN
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PROPOSED RET. WALL SECTION 8-8
NTS
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' .s/15/D<,
EXP w · DATE
REVIEIJED BY•
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DATE
I SH2EET I CITY OF CARLSBAD I SHE3ETS I ~--+--t-------------------r--"T---;r-,---, ENGINEERING DEPARTMENT
~--+--t---------------r--"T---;r-,---, GRADING & EROSION CONTROL PLANS FOR:
l.oT 287 AVIARA
APPROVED: LLOYD 8. HUBBS6T ./
Ar-r '"fir ~A 1.vf'-->-ciTY ENGINE PE239EXPIRES 12-31-011) 1E
DATE INITIAL
ENGINEER OF WORK
DA TE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPRCVAL CITY APPROVAL
DWN BY: -,---I PROJECT NO. I DRAWING NO.
CHKD BYc <S":: PD 02-08 406-9.A RVIJD BY•
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT MR. WILLIAMS AT (1!19)
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY t.lATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE t.lOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL FIESTOfl( ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACT<lf! SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
IS. THE CONTRACTOR SHALL BE RESPONSl8LE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDTTION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APf>ROVECY GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AftOUND THE PROJECT PERlt.lETER MUST bRAIN AWAY FROM THE FACE Of
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE P'ROTECTM: DEVICES SHOWN SHALL BE IN PLACE AT THE ENO Of EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE.
11. SHOULD GERMINATION OF HYOROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF CALIFORNIA
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REOUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A. HYDROSEEDING SHALL BE APPLl£D TO:
1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN IS: 1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST: a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN ISO DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
V1SIBLE TO THE PUBLIC.
c. HAVE ANY SPEC1AL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA:
C.
D.
E.
1. ALL SLOPES THAT ARE GRADED ll: 1 OR STEEPER AND THAT ARE:
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM OUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE.
2. AREAS SLOPED LESS THAN !!:1 SHALL BE IRRIGATED AS APPROVED E!Y THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS.TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYOF!OSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1 . SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF ESCHSCOLZIA CALIF'ORNICA
d. 4 lbs. PER ACRE OF ACHILLEA t.llLLEFOLIA
•. J lbs. PER ACRE or ALYSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE F'ROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. 'M'E 1 hlULCH ..,.PLIED AT THE RATE OF NO LESS THAN 2000 11>1 PER ACRE.
TYPE IS MULCH (STRAW) MAY BE SUBSTITUTED. ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF
THE STRAW INTO THE S01L.
3. FERTILIZER CONS!~ OF AMMONIUM PHOSPHATE SULFATE, 1 !!-20-0, 'WITH
15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING E!Y:
1 . ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
'
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR 'PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
e,\ACM)10\DWG\ct.19-tP.DWO 1/91
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14'MIN.
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PUBLIC RIGHT -
OF-WAY
PROVIDE APPROPR :rt TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF -
WAY
STABILIZED CONSTRUCTION ENTRANCE
GRAVEL BAGS OVERLAP
ONTO CURB -
____,, ____ __., ///
---'----•°//
RUNOFF / / /
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROt.l AND
ALONG THE LINE OF POSTS.
-----
2, STAPLE WIRE FENCING TO
THE POSTS.
=:::::t!-4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT •
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
9 IN (23 CM) EARTHEN RIDGE
FILL SLOPE
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UNLINED SWALE & BERM
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SILT FENCE (TIP,)
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K&S ENGINEERING
Planning Engineering Surve~ng
7801 Mission Center Court, Suite 100
Son Diego, CA 92108
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DATE INITIAL
ENGINEER OF WORK
151.00'
Gl!A\4:L BAGS (TVP.)
FFE=264, 10
PAD=260,00
REl/1S10N DESCRIPTION
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LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
LIMITS OF CLEARING & G~DING
GRAVEL BAGS
RIPRAP
GARAGE
QUANTITY SYMBOL
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DATE INITIAL DA TE INITIAL
DlHER APPROVAi. CITY APPROVAL
GRADING & EROSION CONTROL PLANS FOR:
LOT 287 A VIARA
OWN BY:~~-,
CHKD BY: F
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PROJECT NO.
PD 02-08
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406-9A
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