HomeMy WebLinkAboutDWG 410-6A; MS 01-04; LYNN MINOR SUBDIVISION; 01-05GRADING NOTES
ON ADDi'T!ON TO THE .REOU!F-2EMCNTS OF CHAPTER ll.06 OF TNE
CARLSBAD Mu/,;/CIPAL CODE.)
,. THIS PLAN SUPERSEDES ALL OTHER PLANS PFi[VIOIJSL Y APmOVED BY TIIE CITY
OF CARLSBAD REGARDfl./G GRADING SHOWN ON THIS SET OF PLANS.
2. APPPOVAL CF THIS PLAN DOES NOT LESSEN OR WA/Vf ANY Pm/ION OF THE
C.AFiLSSAD MUNIC!Pl,L CODE, RESOLUTION OF COND!TIONl1L 1\PPROVi\L, CITY
STANDLHDS OR Q";-HER ADD!T1'0NAL /JOCUNENIS / __ i'STED HEREON /4S tHEY 1'1A'(
PERT/1/N TO THIS P.",OJECT. THE ENGINEER IN RESPONSIBLE CHA,RGE SHALL
REVISE THESE PLANS :fk!EN NO/IJ-CQN./:"ORMANCE rs DJSCYIFRED.
5. CITY APPROVN OF Pf.ANS DOES NOT RELIEVE Tf-iE DEVELOPER OR ENGfNEER-OF-
WORr-FRON RESPONSIBILITY FQ,q THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVFRED DURING CONSTRUCT/ON. ALL PLAN REV/S!ONS SHALL BE PR0!1PTL Y
SUB/1/TTED TO THE CITY ENGINEER FOR APP!i'OVAL.
4. A. RIG/iT-0'. ViAY PER1~'T FRClM I.YE CITY ENGINEER VI/!. L BE REQUIRED FOR ANY
WORK IN ffiE PUBLIC RIGHT OF WAY. PRIOR TO PERHIT ISSUANCE. A
CER/IFICA TE OF INSURAl'ICE MUST BE FILED NAN/NG rnE CITY OF CARLSBAD AS
AN ADDJT!ONAc !MSURED ON THE PE~MiTTEE'S POLICY IN THE /1/NIMUM AMCUNT
OF' $1,0'.10,'!00.00 FOR FACH OCCURRENCE OF LIABIUTY. THf_lN$URANCE
COi'1P1~NY WRIT/NG TUE POLICY 1'1UST J-fA.VE 4 R.liTJNG CF "A' AND A SIZE
CA1EGCRY 0' CLASS VAS EST/48USrlED RY 'BESTS' KEY RAT/NG GUIDE'.
5. UNLESS 5XENPTED BY SECTION 3CUB)5 OF ThE UNlFORl1 BUILDING CODE,
RET4/NfNG NALLS OUTSIDE OF PUBUC RIGh'T OF WA.Y REQUIRE SEPARATE
PER!11TS FRON THE BUiLDING DEPARTMENT.
6. NO WORF( ShALL BE C)MNENCED UNTIL ALL PERMITS HAVE SEEN OBTAINED FRON
FHE C,1;·y AND OTl-lf:!\ .4PPROrRiA1E AGE.".JC!ES.
7, t..PPROVAI .. oi:: TriESF Pit.NS BY TNE CITY ENGINEER OOFS NOT AUTHORIZE ANY
wo,qK OR GeADING TO BE PERrOR/1ED UNTIL THE Pt?OPERTY OWNER'S PERMISSION
;-/AS 8FEN OATAJNFD AND A VALID GPiAD/N(i PERNIT HAS BEEN iSSUED.
8. NO RCVISIONS WILL BE /»/ADE TO T!IESE PLAN$ W/TIIOUT THE WRITTEN APPROVAL
OF THE CITY ENG.'NEER, NOTED WITHIN THE REVISION BLOC.I\, ON THE
APPROPRIATE SilEET ~F THE PLANS AND THE TITLE S.~EET.
9. ORIGINAi.. DRAWINGS SHALL BEGONE THE PROFE.'iTY CF THE C/l'Y UPON BEING
SIGNED BY TIIE CITY ENGINEER.
10. THE ORIGINAL DRA~W\1G SHlLL. Bf REVISED TO REFLECT AS-BUi'LT COND!TlONS
BY THE ENG1NEER-OF-WORK PR/0,'i TO FINAL ACCEPTANCE OF TNE WOPJ< BY THE
//. ACCESS FOR FIRE /IND OTl!ER EME%ENCY VEfllCLES Sf/ALL BE ,HA!.~T A/NED TO
THE PRO,JECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WflERE TT/ENCi/ES ARE WITHIN CITY EASEMENTS, A SOILS ,9EPORT C0/1FRISEO
OF: (A) 5UM/1A,9Y SHEET, (8) LABORATOR'( WORK SHEETS AND (Cj COMPACTION
CURI/ES, Sf/AL:_ BE SUBNITTED BY A PROFESSIONAL ENGINEER OF ,HE STt,TE CF
CALiFORNIA PR/NCiP4LL Y DOING BUSINESS IN THE FIELD OF APPUED SOILS
11ECH!.NICS, THE SOILS REPO,~T WILL BE SUBMITTED TO Ti!E CITY ENGINEERING
INSPECTOR W!THJN TWO VIORKfNG DAYS OF THE COMPLETION OF FIELD TESTS,
13. A SOfLS COMPACTION REPORT AND COi'"/PL/ANCE VER/FICA T!ON i7EGARD!NG
ADh'E~ENCE TO RECOf1t1f:},lDA TIONS OUTLINED iN THE SOlLS REPORT IS REQUIRED
P.RiOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DOtVE UNDER THE DIRECT:ON OF A PROFESSJON'4L ENG/t.EER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUS1NESS IN THE FIEW OF APPLIED
SOILS ,~ECHANICS. ALL FILL OR FUTURE F!LL AREAS SHALL BE CONSTRUCTED IN
ACCQRfJANCt Vl'IIH 1 HE CUT OF Ct\RLSBAD STAND4RD SPCC!F/CA T!ONS AND THE
"E/.l?TUWORK SPECIFJCAT!ONS '' ATTAChED TO P-{E PRELIMiNARY SOILS
/l\/VEST/GAT10N. DA/LY FIELD C0t1P4CTION REPORTS WILL BE SUBNITTEO TO THE
PROJECT ii"JS,PECTOR.
14, 4 f}?EC,ONSTNiJCTION,t1EEt,'i',iG ,Sh'ALL BE Hi;LD_ 4 r .r,yc SUE PF?i'O.R T,Q THE
BEG.rt,Jt_jiNG OF WOf?K ,AND SHiiLL. B_E ATTENOE,i) _BY ,AL~ r=;EPRESENTA.TIVES
f::i~f(}Jy:j_/~h.tJ':Qf?_ CONSrR!.)_(!JQN,_ INSPECTiOt{ §_/)PERV.1S i Of'.t ... '.' ~~'_[JI'{{, /.1ND ALL
OTHER_l\SPECTS_ OF_ TtfE WOR,\. T/-/E CONTRACTOR Sh,~LL SCHEDULE Th'E 1'1t:ETiNG
Ti-1/-?biJGH T.½E PERMIT CLERK (760) 602-27?.G AT LEAST Fi'✓E(5) WJRKiNG
DAYS P1710R TO STA/IT/NG CONSTRUCTION, AP,CRCVED DRAWINGS NUST DE
AVA!!.AB!..E PRIOR TO SCHEDULt,'•iG. Th'F GRAD/NS PERM.IT Vl!/L BE PROVIDED BY
THE P1WJECT INSPECTOR AT THE MEETING.
i5. AL.l,)NS?EC_T!ON REQUESTS OTHER THAN FO,C?_PRECOi'j_STRUCTION MEJ=TING NILL BE
1\.JADE &Y CALLING '/'HE: ENC//vEEr?ING 2t.-.YOUR f:\iSµt'CrtON REQUl::SJ LINE AT {Y60T138~8WJiJST~rcno.~· BEOLJESTS_i~DST_B_E 17ECE1vE_D_PR1offYo 2:_00 AM.
JN THE DA.Y BEFORE /f/E iNSPECTiON ,'S NCE:JE;J, 1NSPECT!ONS WILL 8[ t'1ADE
~f HE !~t:i."f °w6RK iJA, y iJNLE-Ss ·yOiJRE0UEST O°'rHi::RWISE:. REQUES IS l1ADE N·--TEH
2:00 ?./1. WILL BE SC//EDULED FOR TWO F1LL VIOR.~ CAYS U1 Ti:R.
16. f1Yf OYVi'--i'[R /4NDIOH APPLICANT THROUGH Tf-1[ D:3V(':L0f'CR AND/OF? :";ONTi;:;ACTOR
SHALL Ot:SIG,~, CONSiRUCr 4ND MAINTA!i~ ALL SAf-E/Y DEVICES, INCLUUING
SHORING, AND SfiALL BE SOLEU RCSPONS/8'-E FOR CON:'O.'iN!NG TC ALL LOCAL,
STA TE /4NO FEDERAL SAFETY AND HEALTH STANDAfrOS, LAWS ANO REGULA T!Oi'.iS.
17, TdE C01\'TR.I\CTCR Sf.lALi. .. CONFORM TO LABOR CODE SECTiON 6705 BY SUBi'1/TT/NG
A DETA/;_ PL.AN TO THE CfTY FNGINEt:=R /4\'D/OR CONCERNED /4GENCY SHOWING
THE DESIGN OF SHOR/NC, BRACING SLOPING OR OTHER PROV1SIONS TO BE MADE
OF WORKER PROTECT/ON FRON Ti-IE HA.Zt.FtD OF C.4V!NG GRO!JND DURING THE
EXCAVATION OF SiJCH TRENCH OR TRENCHES OR OU~INC THE PIPE INSTALLATICN
THEREIN. TH!S PLAN MUST BE PREPARED rm ALL TRENCHCS FIVE FffT (5') OR
f00RE IN DEPTH ANO APPROVED Bi THE CITY ENG/1\iEER AND/OR CONCERNED
AGENCY PF/!CR TO EXCMA T!CN, /,C T!i[ PUW ✓1\R/ES FR0,"1 THE SIIOR!NG SVSTEM
STANDARDS ESTABLISHED BY THE~-catVS!RUCfF6~:· SA.'ETi-DRDEHS, T!TLE~B~
CAUFOFINIA ADNINISTi1A TIVE CODE. THE PLA~ SHALL BE Pi?EPAREO DY A
FtEGISTFREO ENGINEER AT Tl-if; CONTF?ACTO.RS EXPENSE. .t.\ COPY OF ,'HF OSHA
EXCAVATION PERMIT MUST BE SUBNITTED TO T,YE iNSPECTOR PRIOR TO
EXCAVATION.
!B. NO BLASTING Sr-!ALL BE PERF0Rt1ED UNTIL A VALiD BLASTiNG FERM!T HAS BEEN
OBTAINED Fr?OM THE C!TY OF CARLSBAD. SUBIT APPL/CATION r::QR BL/J.STfNG
PERi'1!T WELL !N AO{ANCE OF If-IE SCHEDUL'~~1G CF BLAS'TiNG OPERA.TiONS.
!9. /t:: ANY Af?CriAE()l_QG!CAU,0LJLEONTOLOGiCAL RESOURCES ARE DISCOVEF?ED W!T,½i;\i
Al\1Y1VTjf~k-;i1~E;fOU.RJFk;7))KiSTRuc TION, 6?~kd i iONS W!L_L CEA Sf _-IMFiEfS1ftEL y,
/4N'J.TiiE-PfRl1/TTEE w:u. NCTIFY THE Cl 7 YF'NG/NcER. OPERATioii:{\v111. NOT __ _
RESTART U\'TIL T/-fE PERt-1iT:EE HAS RECElVED h'R!TTEN AUTHORITY FRON T,YE
CfTY ENGINEER TO DO SO.
20. A!..L OPEH.il{IONS CONDUC!EC 0,\' THE SJT!: OR ADJACENT THERETO, INCLUDING
~'ARt'1/NG UP, RE?Ai,9, ARRWAL, DEPARTiJRE OR OPERATlCN OF TRUCKS,
EAKTh'MO\/ING EQUIPMENT, CONSlHLICrJON tOiJWMtNT ANO ANY OTHER ASSOCiA 1ED
GRADING EOUIPNENT SHALL BE UM/TED TO T/fE PERIOD BETWEEN 7:00 /4.N. AND
SJNSFT FA.CH DA.Y, MONDAY THF?U FF~IDA,Y AND NO EARTHMOVtNG OR GRADING
OPE~ATIONS SHALL BE CONDl.iCTED ON WEE,'<EIIOS OR HOLIDAYS, (A LIST OF CITY
HOLIDAYS 1S AVAiL4Bl_E AT THE ENGfNEE.'?iNG DEPARTMENT COLiNTER.)
2!. ALL CFF-S!TE 1-i!,UL ROUTES S/-iALL BE SUGMlTTED BY TI-IE CONTRACTOR TO Tf-i[
{j]·y fi'vG1NfER tofAP?RiJilAL rWO nJLr.. ~~·Ofi1<'rNG DAYS ,r.-R101< ro 8EG1iiNiNG OF
WOR,i-.;,
22. it'1POF?T NA TERiAL SHALL B:: C)BTA/NED FRON, AND NASTE MATERIAL SHALL BE
DEPCSITCD AT, A SIT[ APPf?O\iCD BY TffE Ci TY ENGiNEEH. THE CON_TRACTOR
SHALL.BE RES0 0NS/81 E FOR ANY DEBRIS OR DAI-IA.GE OCC:JRRI/IG .. ALONG THE .. YAUL
ROUTES CR ADJAC[NT STRECTS .AS A ,~ESUU OF THE GRADING OPERA JJQ/11,
25. 3RuSi I Si ii.LL BE RENOVED CNL"t' WITi'-i/1\i Tf1E A~E;) TO BE G.C¼DED. l\/0 TRE5S /\RE
TO BE REMOVED UNI . .ESS SPECJF/CAl.LY NOTED ON ThE Pl_AN.
JO. STORM DRAIN PIPE Sr1,1LL BE REINFORCED CO.'"CRCTE PIPE WJ'iH A i'!/NiNcM
D·LOAD OF 1,350. FOR PRIVATE STOR/1 DRAIN P1?ES, UP TO !5' PVC NA\' Br
UTiUZED PROVIDED DEPT/! 1$ LESS THAN 15 FEET AND BACKFUED ,vrrn J/4"
RQCK ,0ER SOA)SO S-l TYPE ''C" AND PIPE MEETS ASTM STA,\'DARD 3034 .t'OR
SOR 35 SOLID WAcL PIPE.
JI. WHERE AN EXIST11YG PIPE LiNE :s TO BE ABANDONED AS A RESULT or Tl it
GRADING OPERATION, IT SHALL BE RB10VED W!IH.1./\/ fl!IENT Y FEi:T OF BU!LOiNG
OR STREET A.REAS ANO Rff4.ACED WITf/ PROPERLY COMPl,CTED SOILS. IN CTi£R
4REAS THE PIPE WILL BE PLUGGED WI IH CONCRE'Tt OR RENOVto liS APPROVED RY
ThE CITY ENG,1N[ER.
32. THE CONT9ACTO.~ SH4!..L V5RIFY THE LOCATION OF /.ILL EX/ST/N.S F/4.C!__1TiiS
(ABOVE GROUND AND UNDER GROUND) WITli/N Tl!C rROJECT SITE SUFF1C!ENTL'f
AHEAD OF GRADING TO PE.RMI, THE REVISION OF THE GRADING P'cANS IF IT IS
FOUND THAT ThE ACTUAL LOCA T/ONS ARC IN CONFc.lCT WIT!! T4E PROP:;SED
WORK.
33, THE CQNTRAC;QR SHALL NOT!rY AFFECTED UTfL/TY COl1PANIES (SEE BG.OW) /lT
LE/4ST 2 Fi.U WO,Rr-lNG DAYS PRIOR TO STARTING GRADING NEAR ;HEif!
FACILITIES A.ND SHALL COORDINATE Th[ NORK wm-i /; COMP!1NY R£.PRESENTATi1lF:,
UNDERGHO/JIIO SERVICE /JLERT
SDGBE
PACIFIC BELL
ADELPHIA CABLE COl1!1UNiCA TiONS
CITY OF CARLSBAD
(STREET !,ND STORM DRAIN)
'CA.~LSBAD MUNICIPAL Vhi TEP D1STR/CT
(WA TEP, SEWER 8 RW)
'SAN DIEGUITO WATER DISTRICT
'LEUCtD/A COUNTY WATER
'VALLEC/TOS WATER DISTRICT
'OLIVEN/IA!!/ WATER DISTRICT
*BUENA SAN/TA T/011 DISTRICT
*AS APPROPR!A TE
34. P[R/1!:' COl'1PLiANC[ frEOU1Rr2l'1ENTS:
1-800-422-4153
(800) 660-7345
(800) 892-0123
(760) 1,38-771;/
(760) 454-2980
(760) 458-2722
(76C) 655-2650
(760) 153-0155
(76G) 744-0460
(160) 7536466
(760) 726-1340
A. roR CCNTROLL!::D GP.IDiNG~ TllE NH/CANT !!IRES A ClVIL ENGINEER,
sO:LS f::NGihi:ER, AivoioR GEC'LXfST TO GIVE TECHNrCAi 40V!CF,
CBSERVC AND CONTRCL TllE WORI( iN PROGRESS Oi.06.170(9))
CARLSBAD NUNiCIPAL CODE.
B. PR/OM IC' .r-:-1N4L /4PPRDiAL OF t GRADING PERl'1!T-THE FOLLOWING
REPORTS. t1usf BE SUBNITTED re-f,1../E CJ/'( E/VG!NEER Vl/4 THE
PROJECT !//SPECTOR !ii C6 190/B)} C4,WSBAD !1UNIC/PAL CODE:
(!) FlNAL REPORT B'r' SUPE:RVIS!i'v'G GNAO/NG E,"v'GIN,i:;ER STA TlNG Alf
Gl~ADING IS CON?LETE, ;1U.. EROSION CONT.~O!.., SL OPE PLANT,WC
AND fRRIG'ArtON ARE lNS(AU.E.D /fv' CQNF0Fit1.~NCE WITH CITY
CODE AhD THE ./JPPROVED PLA,'vS (OBT.J.Hv' S/:,NPLE OF C0/1PUAiVCE
LETTEF? ,CRON CITY ENCiNEERiNG DEPARTNENT).
(2) ISBU/L T GRADING PLtN.
(5) REPORT FRON Th'E SO/l.S EiVGINfER, WHICH fNCf UDES
PEC0/1/"iENDED SOIL BEARlVG C4PACl!'fES, A STATEMENT AS TO
THE EXPANSIIE QiJAUTY OF THE SOIL, AND SU?11'1AR1ES OF
F!Ei..D .AND L.!J.30RATCRY TESTS. THE REPORT SHALL ALSO
1NCLJDE A STATE/VIENT 8/ THE SOILS ENGINEER THAT THE
GRADING WAS DONE (t\1 ACCORDANCE #!TH ThE REQU/RENENTS AND
.RECONNENDATIOhS OUTUNED IN THE F'R[LfM/NtRY SOILS R[PORT
,jND ANY SUPPlB1f:NiS iHERErO.
(1,) REPORT A/fTH AS-BUILT GEOLOGIC ?LAN, IF~ HEQU/Rf:D BY THE crrv.
55. UNLESS A GRLJD1NG ?E.Rf1iT FOF? Th','S PRO,}ECT IS ISSUCD WiTl-l!N ONE (!)
YEAR AFTER THE CITY ENGiNEER'S Af-'PROVAL1 /HESE PLANS MAY BE REOU.l.¼:ED
TO B::' RESUBt'':.fTTED rDR F'LAt"i'C/~!ECt i'!..ANCl-fECK FEES WiLL f3E F{EQJIF!ED F01'(
4NY SUCH ,9ECHECK
36. T!IE SO/LS REPORT TITLED ,0RELIM/NARY GEOTE,:;f-{N_!CAL EVAl.UA.T_i(:,N,J5!??.9 .. BLt1.r.:K .. RA1L_Ro4i~
PRt:PAt<'ED BY GE"Q$Q[~J_,_.JN_(c, D/4 {EO tYPtf11F3f.V_0_?_()_0?_, Sh'AU. Bf" CO\'SIDFRED A PART or= Tf-liS GRPD/1\JG ff--AN. l~LL $t7ADiNG 51--1.tlLL BE DONE l,/..,1 .4CC0i?DANCE WITP THE
RECON{V.ENDATIONS ANC SPEC/f!CATIONS CONTAdVED IN 5/41D SCiLS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
f HEREBl DECU~RE THA; 1 1~.1'1 Tf-/E ENGINEER OF f//OR,"< FOR THIS PROJECT, Ti i/1 T I
H4VE EXERCJSED RESPCNS!BLE CHARGE OVER THE DESIGN OF THE PHOv'ECi" A.S Df:F!Nl:iJ
,'N SECTiCN 6703 OF THE BUSIN:::ss AND P.l:?OfESSiONS CODE, !1ND Ti /AT T,I !E DESi'JN IS
CONS!STAl\!T Wi'TH CURRENT STANDARDS.
f ur\1DEt6TAND n-i/4 T Th'E CHECK OF PROJECT Dl?MV/NGS AND SPECIF/CA T/ONS [3'/ ThE
C/lY OF CARLSBAD DOES l\JO[ RfUf\/!:: i'4E, .4S e~'Gi!'1iEER OF WDRK, OF /'1{
RESPONSIBILITIES rOFI PROJECT DESIGN.
FiRt'·i: MLB E1\i'GINECRWG
ADDRCSS: 600 SO~TI-{ AIYDREASEN D,~•iV[, SU!_ITLJ;
CITY, STATE: ESCf)NC/DO, C_A
DATE:
.'i.C.E, NO. :57893
FifGISIHATJQII tXPIRAT/0.~ DAIE: JIJ/105
SOILS ENGINEER'S CERT/FICA TE
I, l)A.i,') w. ~c..l\'?t'~=~~-~=' A REGISTERED CIV1L
Ei'.'G!NECR o,r::-THE STATE OF'tALIFCRNIA, .°Rlf✓CWA.L.!... Y DCYNG BUSINESS
IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY TH!l T A
SANPLING ANO STUDY OF 7",L/E SOIL COJ\'OlTIONS ,P,C~EVAL.ENT WITH!t-~· THfS
SITE WAS MADE B\' ME OR UNDER MY DIREC/10N BE/WEEN Thi: OA I cS 0,"
_h/a,J'cm\)u: ___ -\l_ , _2.ll!:!.l. AND -1',,l~.\ae._ d,1 __ , 2.@J,,• TV/0
COPIES OF THE SOILS REPORT C0i1PILED FROM /'HIS STUDY, Wf/ H MY
RECOMMENDATiOl,JS, //AS BEEN SUBMITTED TO Tr/E OFF1CE OF T!iE CITY
ENG/NEEF(
2/4. ALL AREAS S.YALL BE GRAOED TO DRAIN.GRADING RESUUING /,~ TJiE PONDING OF
WATEe iS NOT PERNiTTED. AU .. EART!-'EN SWALES AND DITCHES S.1-/ALL H4VE A
Mi1\':t1L'/'1 ot\E PERCENT SLOPE.
,~~NED: __ __L_ ½.~---
_1?/Jf/'',-~,,o · ~ -~~~ ( ,f Q'<" ~.L ~ NO.: 'f?J'}.2._?_--------·-·-·
25. THESE PU\i\S ARE SUB.)ECT TO A SIGNED AND ;~PPRC/✓ED SET OF EROSiCN
COF".ffRCL Ft.ANS. DWS:ON CONTRCL SHALL BE .4S SHON!\' AND AS .d?PROVEO BY
THE CITY ENG/,"IEE.R Oil AS O/,RECTE9 BY THE 0RJclECT INSPECTOR.
i e· t j ~~. RCE 4ia51 £5 _l
., E)(j). 1-,,/J,fbJ c/1$. ~.-_ ~rt ' , ?oo9 .J -
?6. ALI __ Si. OPFS 3.HAtL BE TR/,1'1t1ED TO A FINIS,'-/ GR4DE TO PRCJDUCE A. UNIF'ORM
S!.Jl?FACE AND CROSS SECTION. THE S.TE SHALL BE LEFT !N A .1\IEAT AND
DRDERL Y CCND!TION. AiJ STO;\'ES, ROOTS OR OTh'ER DEBF.'IS SHAU BE RFtv'OVED
ANC DlSPOSED OF AT A SITE APPROVED OF BY THE CITY ENGtN:£.R.
27. AU .. SLOr'l:::S SHALL BE 1Rf.t.'.'G/4TCD, SrAB/L!lf:::D, r'I_AN/EO .4NDIOR H'r'DROSEtDf::D
W.1Ti-l!i\i' :"EN (/0) C,.'\YS OF Tl--{E Tl/'-1E Wf-iEN E1)U/ SLOPE IS BROUGNT TO G.RADE
AS SdOWN ON THE /4cPROVED GRADING PLANS.
28_ L.A.1\JDSCLi.PiNG SHtkL BE ACCO.MF"L!SHED ON ALL SLOPES A1VD PADS AS REQUIRED
£3\1 PIE C/;Y OF CARLSDAD LAl✓JSCAPE 1'1AMJI~!.... /".NO/OR ltS DIRECTED BY THE C1TV
ENG!/\JEER OR PLANNWS DIRECTOR.
29. 7HE OWNE.9/APP~ICANT SHALL iNS!RE TH4T ALL CONTRACTORS SHALL COORDINATE
THE ViiORf\ Q,C: THESE GRADING FLANS WITH THAT 3.½'0WN ON BOTH THE LANDSCAPE
A.ND IF?RIGA T!ON PLA1\'S AND THE /MPRO\/ENENT PLtr.NS AS REQU!i7ED FOR THiS
WO.'iK !N ACCORDiWCF WITH T.'iE LANDSCAPE !1ANUAL TIME REQUIRENENTS.
,s, ;l~/2
~,.~o~/~~~~ENSc EXP!,'IAT!ON DATE: _.])e<. .J '.~ .... 2..0 o.J ..... .
OWNER'S CERT/FICA TE
I (WE) 1/EREBY CERT/FY Tfl/1T A REGISTERED SOILS ENGINEER OR
GE'JLOG1ST HAS BEEN OR WILL BE RETAINED TO SU0 ERV!SE U/ER -ALI_
GRt\DING ACT/VfT( !,NO ADVISE ON THE COMPACTION AND STABILITY CF
Th'!S SITE
NO SCALt
SOURCE OF TOPOGRAPHY
EARTH G'RAFH/CS, INC.
/J/0 EDINGER ,-1 VENUE
SANTA /Jiv11, CA 92705
(7/4) 54/--994L
DA TE rLOWN.· JANUARY, 2000
PROJECT LOCATION
iH/S PROJECI" IS LOCAiE.O V/i'1f-/lN ASSESSDRS PARCH. N~iMBtk':
215-070-09
THE CAUFORN/A COORDINATE INDEX OF THIS PROJE':T iS:
N i97B ;-: 621.0.
BENCH MARK -------------~--------DESCRiPT!ON: CC-0/79 DISC SET lN ~'Vtsr END OF SOUTH
LOCATION:
HEADWALL CF 2/4" RCP
0. 4 NILE EJ.ST OF INTERSECT!ON Of LA
COSTA AVE. AND SAXONY ROAD
RECORDS FRON1 COUNTY OF S/..N DIEGO, DEPT. OF PUBLIC
WOR~s· REP0,7T SV0106-D/JO/i5/85
ELE\!/4 T/":-N: ,, 8' Iv, / 0A -,,,~-''SL 1..-'. vr/, , /, ..
POINSETT/A LA.11/E ------·-. \ ·,
I !
INDEX MAP ... Sc~ifc: i'=/00'
\
WORK TO BE DONE ·~·~·---·~~----
THE GRADING wom, SHALL CONSIST OF THE CONSTRUCTION Cf ALL CUTS AND FILLS, RENEDIAL GRADING, DRAIN/JGE FACILITIES,
ERGS/ON CONTROL FACILITIES, AND PLANTING' OF PERMANENT LANDSCAP1NG AND PREPAl?A T/ON OF AS-BU!L T GRADING PL/JNS,
ASBU!LT GEOLOGIC NAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS,
SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS.
1)1E GRADING' WORK S/l/4LL BE PEt7F0,711ED IN ACCORDANCE WITH THE FOLLOWING' DCCUNEJVTS, Ci!Ri?ENT AT THE TIME OF
CONS/RUC liON, AS DIRECTED Br' THE CITY ENGINEER,
I. CARLSBtlD /1UN/CIPAL CODE
2. CITY OF CARLSBAD STANDARDS
5. T/iiS SET Of PLANS
4, RESOLUTION NOS. 4 988 8 4 989 DA TED JULY 24, 2001.
5. n-!E STANDARD SPECIF/CA T!CNS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOO/\)
6. SOILS REPORT AND RECOMi'iENDATiONS BY GEOSCJrLS, INC. WO. 3460-A-SC DATED NOVCt1B[R 27, 2002.
7 T!IE SAN DIEGO REGIONAL STANDARD DRAWtNGS AND .4S MAY BE NOD/FIEO BY THE C//Y OF CARLSBAD ST/JNDARDS.
8. COASTAL DEVELOPMENT PER/1/T CONDITIONS 011 TED JULY 24, 2001. PLANNING C0/111/SS/ON RESOLUTION 4 990,
9. BVV!RONMENTAL APPROVAL DOCUl1ENTS DA TED JULY 24, 2001.
10. STORl1vVA TER POLLUTION PREVENlJON PL/JN FOR LYNN /1/NOR SUBDIVISION PREP/RED BY 11LB ENGl/'vlERi,NG; DA TED
JUNE 6, 2003.
II. STORNWA TER NANAGENENT PLAN FOR L 'INN NINOR SUBDIVISION PREPARED BY MLB ENGINEERING, DATED JUNE 6, 2003.
LEGEND
iNPROVENENTS:
DRAINAGE OiTCH (TYPE 8)
SUBDIV/S/QN BOUNDARY
PROPOSED Lor LINE
PROPOSED PAD ELEVA TLON
EASEJ'IENT LINE
SLOPE BAN~ (2:1 NAX.)
PROPOSED G'RADE
DrVG. No, **
D75
SYNBOL QUANTITY
110 LF
_,,, ___ ,, __ _
--··---··---
3.2%
GRAPHIC SCALE S00i ELEVA T1DN Sr v
I
100 200
i --
( IN FEET)
I !Nm = 100 FT.
LEGAL DESCRIPTION:
A fORi!ON OF iHE S'JUTH HALF OF THE Nct?THEAST QUARTER Of THE SOUTHE/4ST
QUARTER OF THE SOUTH~EST QUARTER OF SECTION 22, TOV1NSHIP 12 SCUTH, RANGE 4
WEST, SAN BERNARD!i~/o t1ER!DlAN, lN THE CirY OF CARLSBAD, Cau1~'TY OF SAN DiEGO,
STA 7E OF CAUI--OHNIA, ACCORDIA.'G TC OfFiCfAL PLA r THEREOF.
ASSESSOR'S PARCEL NUMBER.'
215-070-09
BASIS OF BEARINGS:
T~E BASIS OF BEARINGS FOR /HIS SURVEY 1S /HE CALIFORNIA COCRDiNA TE SYSr!cM
• !983, ZONE VI, !991,35 EPOCH, NORTH /JNERICAN DATU/1 OF 1983 (,VAD 83),
G'R!D BEARINGS BETWEEN STATION ECR 0009 AND STAT/0/,/ EU? 0011 AS SAID COORD1NA TES
ARE PUBUSflED IN TdE CITf' CF CARLSOI.D SiJRVEY CONTROL NETWORK ESTABLISHED BY
RECORD OF SURVEY NO. 1127/, FILED IN 71/E OFFICE OF THE SAN DIEGO COUNTY
RECORDER ON FEB. 8, 2002.
IE: NJRTH 30°48',5()" lit"._&::ST'
REFERENCE DRAWINGS:
/410-6 /!1!'RO/Et1ENT PLANS FOR NS 0/-04
387-IA GRADING PLANS FOR CT 98-/8
ABBREV/A TIONS
BW BACK OF WALK RIW
ELEV ELEVATION RW
r r, rL FLOW Utv'E J
RIGHT OF WAY
RECLA1!1ED WATER
SEWER
EX/ST, CONTOURS
G'RAVEL BAGS
StLT FENCE
STAB'L!ZED CONSTRUCTION ENTRANCE
PAVEJ'IENT (AC OR PCC, SECT/ON PER SOILS ENGINEER,)
RIPRAP (!25 LB CLASS) 5'x5'x2' DEEP
VEGEIA TED SWALE PER DETAIL S}iff! 2
FIBER ROLLS
~
I I
DUAN/iliES AHE SHOW// rcR Ba.vo Pl!PPOSES CNt Y, CONIRAClOR JS F?ESP0/1S!BLE r·o,R B!D OUANi'ti!ES PER PLAN.
/I/OTES:
l T = LEFT Of CENTER LI/\£
RT = RIGHT Of CENTER LINE
C/1WD W-= REFERS TO CARLSBAD i1UNIC/.OAL WA TE.R DISTRICT STANDARDS
CSD = REFERS TO CITY OF CARLSBAD STANDARD DRAWING
SDRSD = REFERS TC SAN DIEGO COU!ITV REGIC,VAL STANDARD DROW/NG
' c /ND/CA /ES AS MODIFIED PER CITY CF CAFILSB/4U STANDARDS
25
900
I
16/40
8
650
370
" = /JLL REFERENCED STANDARD DRAWINGS ARE AS PROVIDED lie SAN DIEGO f?EGIONAI .. STAN,7A.9D !JH,W/NGS UNLESS OTHERW1SE SPECIFIED.
SD FP FLOOD FLAJN
SF
SiDRN DRAIN
G'.ROSS SQUARE FEET EARTHWORK QUANTITIES PLANNING DEPARTMENT APPROVAL ''AS-BUil T"
/ /--7 FS FINISHED 5URF,1CE
GB GRADE BREAK IC
IE i'IVERT ELEVA TI/JN TF
MH l1ANl-lOLE TW
NSF A/ET SQUARE FEE l vc
NTS Nor To SCALE w
0 PAD FlFV/.. TrON ws I
o· 'L PROP[RTY L !NE
PVI POINT OF IEPTJC/4!... l/v'TERSEC.TlON (VC)
RCP PE/NFORCED CONCRETE PIPE
I
Engineering
!OP OF CURB
TOP OF FOOTING
TOP OF WALL
VERTICAL CURVE
WATER
WATER SURFACE
cur:
F.'LL:
lf'JPJRT:
EXPORT:
85.J CY
2,6C5 CY
!,772 CY
RENEOil1L: !,ii CY
l¼<&@V~ .. ja,_ ···-·· DAIE 1'¥flf)JJ
~D
Ni~r'J}l J, tf0!..Zf1tl!_EG'; PU,W'/dV(j DJR{£[QR
_C,J()I:• /1...1 . -. -~
RCCO!!ME,VDED BY J/AtJ lyNc)...~----·-·
.PRif./T NAN£
1----+---t-------------------i-------r----i ---· ... ·-·---·
NS Oi-04
.,...--/
~
LYNN MINOR SUBDIVISION
EACH
LF
EACH
SF
CY
SF
LF
Professional Civil Engineers and Land S'urv~yors
. . ---... 17@2};,cb+=-J-'c""~L-8=---i~b/,l~R'.::~c..Pl.::A::,C,:!i:;=....:,secll,::f'-,::IT.:......,3,___ _______ -+'9c.,--';'lf'-:7 -"'-'-"t-"::'c''/'"'-,
DAJE. /!' -" DA 'f /1.;JTJAL !JA:E l:N!T!AL 600 South Andreasen Drive, Suite E, Escondido, CA 92029 -··-··--~-·'-1'1-"0-· REVISION DESCRIPTION ,, . . .
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBcnesh@pacbell.net E//GINEER OF WCRK OTHER APPROVAL CITY J1?PROVAL
010204
111604
C ~
C) ....
0 ... .... ~
c.n 0
I ~
Now STRIP PER DETAIL HEREON@ 50' 0. C.
VEGETATED SWALE DETAIL
Nor TO SCALE
VEGETA TEO SWALE SECTION
NOT TO SCALE
---!' N!N.
2'--i ,-.-----~z·-------
16" Cu~s PER SDRSD Ne. C-!
<''1/ ,-1 ""t
Lpcc PA VENENT PER SOILS ENGINEER
CONCRETE DRIVEWAY OPTION
,6" CURB 8 GUTTER TYPE G PER SDRSD N. G-2.
I
LE/EL LINE ---------------------~<-1
~-f:
AC PAVE/1ENT PER SOILS EVGINEER
ASPHALT DRIVEWAY OPTION
PARCEL 2 AND 4 DR!VEWA Y SECTION . . ·1vo:r ·ro SCALE ., ....
7'
FACE OF DWELLING---'
FACE OF DWELUNC
, /~ ),: '!-------------------------------
VAH1ABLE SLOPE (2:J NJ.X.)
TYPICAL DRAINAGE SWALE DETAIL
,Alo T TO sc;;t,£ . '
TOF OF Now STRlP r::; BE LEVEL ACROSS PARCELS I AND J.
NATURAL GRADE
!/2" RADIUS (TYP.),
\ RIW
-#3 REBA.Fi
1------ST. LIGHT (TYP.)
.RiW
.. -/
-----JO'·-----~,IL------30'·------7
16 ''-----,l'----/4 '----,!'~--17± , __ __,,
~--+-20'-----¥
J.IJ.,/'.:='r=~ 4' AC/ 6" C!. /1 AB (OR
PER SOILS .REPORT)
Mow STRIP DETAIL
No; To SCALE
4" PCC SIDEWALK (! YP.)
NOTES:
!. REBAR SH~LL BE CONnvucus WiiH 12 1NCH OVERLAP AT SPLICES.
2, CONCffTC SHALL BE CLASS 520-C-2500.
3. INSTALL WEA,~ENED PLANE JOINTS PE,R SDRSD No. L-3 AT 20' 0. C.
4. INSTALL EXPANSION JOINT PER SDRSD No. L-3 AT PROPERTY LINE.
Pl OR EASENENT UNt
' VARIES
' 2' TO 4'
;·6" CURB PER SDRSD No. G-1 (TYP.)
. -,~
PL
'-G ?,) V
Z% I _,,c--
_/..:= I J
);~ 11·· ;;::J: ',=-=.:.:,;__;__:....;.c.o..-71,\ .....:..~-~---L/ · ~
// '-?CC PA VENENT PER SOILS f,VG1NffR
CONCRETE DRIVEWAY OPTION
' VARIES
2' TO 4'
1------------,/4' --------r 6" Cu, PER SDRSD No. G·i rrc0 .)
/.
-. 6' CURB 8 CUTTER TYPE G PER SDi?SD !VO. C-2.
I ·,1, ,/
2% I ~1---------------J..r.-2--zg~--
✓r--=c_,L--1
-AC PAVEMENT PER SOILS ENG/NEER
ASPHALT DR!VEWA Y OPTION
PARCEL 3 DRIVEWAY SECTION
Nor-To SCALE
RESIDENTIAL STREET (PUBLIC)
T/0 6, 0
1----Sr. L!Gtil (Typ.)
RIW Cl RIW
60' -
l----+l+-/----20' ----+---,12· ---
i 0.5' 2'
4" AC/ 6'' CL ii AB OR
\ °CR SOILS REPORT)
TYPE 'A" AC DIKE
FIRE HYDRANT (TYP)
TYPE ''G'" CURB _/
6" NIN.
'C..--IO__j
' '
s Gurrar (rvP.)
RESIDENTIAL STREET (PUBLIC)
DESl&,V SPEED 25 NPH T/0 5. 0
THE SrR!JCTUHAL SECTIONS Sh'OWN ARE FOR OUJ.'Nli'TY PURPOSES ONLY. THE ACTUAL STRIJCTURAL SECTION WILL BE BASED ON
(?·VALUE ESTABLl~HED IN THE FIELD.
ENGINEER OF
MICHAEL L. BENESH, . .RCE 57895
REG. EXPIRES 5/31105
"As-BUIL r" -~ ~~·
MtCli4i:.L L !3UW::5h'
R. C.E. 57895, REG. EXP. J,<).lf.:)50,
!----'I I szr I City of Carlsbad
EN'JINfff?ING DCPART/1/[NT
GRADING 4NC EROSJCN CONTROL PLANS roR:
t-----t---+-----------------------LYNN MINOR SUBDIVISION
Engineeri11g
I>refessional Civil Engineers and Land ,Survryors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897•2165 E-Mail: MLBenesh@pacbell.net
l ' '
I Sr~rs I
I
I
.5
I
I ' '
I
I --\--~·7 --,---._;._ __ '-.,
\
\
\
350.1 X
\
I
\~
I
\ \ I
\
I I
I
I
\
I
I I
I I
350,1 I --~.,J X
I I . \
\
\
1 \"
\
I
\ \
S'HT. J
I I
0
I
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\
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. i
\ I ' I
! I
L' I
I I . I I I
+
+
\ I :
I
L
0
0
LOT! LOT 3
0. 5' x 3' BERM ( ON PL TURF AREA)
NOT To ScnLE
I['. I['.
Now STRIP PER DETAIL SHEET 2
TURF AREA
~---(DROUGHT RESISTANT GRASS,-----,
MIN 2" HEIGHT.)
----PARCEL ! ----i PA.RCEL J PARCEL 2 ----
2'
PAD GRADE
2' -EXISTING GRADE 12'
14' ----NoT A PART----i----PARCEL I 8 J
-PCC DRIVEWAY WI! @ 6" CURB
SEE DETAIL SHEET 2.
PCC DRIVEWAY W/2@ 6" CURBS
SEE DETAIL SHEET 2.
CONST. WOOD FENCE OR
BLOCK WALL W/4" DIA.
WEEP!/OLES @ 4 ' O. C.
SECTION
Nor To SCALE
IE
P~RCEL l
------42" FENCf
-~ -
CONST. 6' NAX. RET. WALL
PROP. GRADE
-VARIES
12' NIN
2
I/
PAD GRADE "-1.~--
\ X \3s!.\ 1,383.3 PROPOSED DRIVEWA V~
I
\ \
\
\
\
I ' \
• I \ EASEMENT NOTES
' SECTION(~
No T To SCALE \._D_)
GRAPHIC SCALE
31 Q) INDICATES RIGHT-OF-WA I' GRAIITCD TO SAN DICGO GAS AND 3 ELCCTRIC C0/1PANY TO
CONSTRUCT, CPERA TE 11AINTAIN AND REPLACE A LINE OF POLES FOR THE TRANS/11S$10N
AND DISTRIBUTION OF ELECTRIC/TY PER Do;;. RECORDED 313/1/966 AS FILE No.
10 20
'----1
40 80
I _____ I
54144, O,R. (To REMAIN)
IND/CA TES fAStNENT GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH FOR PUBLIC
UTILITY PURPOSES PER Doc. RECORDED 4122//966 AS FILE No. 67864, O.R. (To RENA IN)
PROPOSED SEWER EASEl1ENT TO THE Ci TY OF CARLSBAD.
/1,/D/CA TES EASEMENT GRANTED TO THE CITY OF CARLSBAD FOR PUBLIC STREET AND PUBLIC
UTIUTY PURPOSES PER Doc. RECORDED 12/261/997 AS FILE No. /997-0658900, O.R. (To RENAIN)
□.. '·,. BENCHMARK:
DESCRIPTION: OC-0/19 DISC SET IN WEST END OF SOUTH HEADWALL
x-----x----1--x--,--x-
1
I
LOCATION:
RECORDS f.9011:
ELEVATION:
oF· 24' RCP
0.4 !1i:..E EAST OF INTERSECT!ON or L.4 COSTA AVE.
AND SAXONY ROAD.
COUNTt' OF SAN DIEGO, DEPT. OF PUBLIC WORKS: Engineering
Prefessiona! Civil Engineers and Land S urvryors
REPORT SV0/06-0/,/0/15/85
15.87 DATUN: M.S.L.
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail: MLBenesh@pacbell.net
I sj, I
1 1N' ""E") '> 1, tt: _ I
/ //\/CH = 20 fT
ENGINEER OF WORK
/11CHAEL l. BENESH, cc
REG. EXPIRES JIJ/105
93
"AS-BUILT"
City of Carlsbad
GRAD!N(i AND EROSION CotilrROL PLANS FOR:
LYNN MINOR SUBDIVISION
11S 01-04
EN&'INEH? Or: VVORlt MS 01-04 4!0-6A
•
'111604
j
EROSION CONTROL NOTES
/, IN CASE ENERGE}ICY WORK IS REQUIRED, CONTACT MR. BILL L V//N -=~===---------AT
160 931-2193 ____ • (PWJNE NUNBER)
2. fQU!PNENT AND WORKERS f/2R EMERGENCY WORK SHALL BE HADE AVAILABLE AT ALL Tf/4ES DURING THE RAINY
SEASON. ALL NECESSARY !1ATEPIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA T/CNS ro
fAC'LITA TE RAP!D CONSTRUCTION Of TEM?r'.,RARY DEVICES WHEN RAIN IS ,:i::MM:D)£A.IT:
3. DEVICES SHOvfti ON PLANS SHiLL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGliVEERING
INSl'ECTO/i.
4. THE CONT//ACTOR SHA.LL RESTORE ALL EROSION CONT.ROL DEVICES TO WORKING ORDER TO THE SATISFACTION
0,0 THE CIIY E~GiNEER J<"TER EACH RUN·OFF PROOUCiNG RAINFALL
5. THE CONTRACTOH SHALL INSTALL ADDITIONAL EROSION CONTROL NEASIJRES AS NAY BE REQUIRED BY THE CITY
/:NG/NEER DUE TO UNCONPLETED GRADING OPERATIONS OR UNFORESEBv CIRCu:1STANCES WHICH NAY A/i/SE.
6. THE CONTRAcTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTC AREAS WHERE INPOUNDEO WATERS C.REA TE A HAZARDDUS CONDiT!ON.
7. ALL EROSION CONTROL MEASU//ES P//OV/DED PER THE APPROVED G.RADING PLNI SHALL BE !NCORPO//ATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERINETER 11UST DRAIN AWAY fR0/1 T,'iE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORX!NG DAY
9. ALL ,9EN01/ABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EAC,'i WORKING DAY WHEN Tl!E
FIVE (5) DAI' RAIN PROBABILITY FORECA.ST EXCEEDS FORTY PERCENT (40%). SILT ,11/D OTHER /J£BRIS Si/ALL
BE RE!10VED AFTER EACH HA/I/FALL.
/0. ALL GRA !EL BAGS SHALL BE BURLAP TYPE WITH 314-INCH NIN/NUN AGGRE"GA TE.
II. SHOULD GH/NINATION OF HYD,90SEEDED SLOPES F4/L TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
COVERAGE) PRIO.R ro NOVENBER 15, T/IE SLOPES SHALL BE STABILIZED BY PUNCH ST//AW INSTALLED Ill ACCORDANCE
WITH SECTION 35. 023 OF THE E//0S/ON AND SEW1EN'i CONTROL HANDBOOK OF THE DEPARTMENT OF CONSE//VA TION,
STATE OF (AUFO.RNIA.
TEMPORARY EROSION CONTROL PLANTING AND IRR!GA TION
/4U. PEI/NANENT AND TENPO.RARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE INSTALlED ANO NAINTtlNED AS
1/EQUIIIED !N SECT/Cl/ 2(2 OF THE STANDARD SPEC/f/CA T/ONS AND THE FOLLOWING:
A. HYDROSEED!NG Sii4LL BE APPLIED TO:
/. ALL SLOPES TH,1T ARE G//ADED 6:/ (HO//IZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
A. THREE FEET OR NO//E IN HEIGHT AND ADJACE'IT TO A PUBLIC WALL OR STREET.
B. ALL SLOPES 4 FEET OR NORE IN HEIGHT.
2. AI/EAS GHADED FLAT/FR THAN 6:( WHEN ANY Of /HE FOLLOWING CONDl!IONS EX!S/':
A, NOT SCHEDULED FOR INPROVB1ENTS(CONSTRUCTION OR GENERAL UNOSCAPING) WITHIN 60 DA VS OF ROUGH
GRADING.
B. IOE!ITIFIEO BY iHE PARKS AND REC//EA TION DIRECTOR AS Ii/GI/LY VISIBLE TO THE PUBLIC.
C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER c'IA T WARRANTS /MNEDIA TE TREA TNENT.
8. NYDROSEEDED AREAS SI/ALL BE 1RRIGA TED IN .ACCORDANCE WITH THE FOLLOWING (q/TEF//A:
( ALL SLOPES THAT ARE GRADED 6:/ 0,// S!EEPER AND THAT ARE:
A. THI/EE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WA TE RING FRON QUICK COUPL ERSIHOSE
BIBS OR A CCWVENTIONAL SYSTEN or LOW PRECIPITATION SPRIN~LER HEADS PROVIDING 100% COVERAGE.
B. G,REA iER THAN 8 FEET IN HEIG/IT SHALL BE Wt1 TEPED BY A CONVENTIONAl SYSTEN OF LOW PRECll'ITATION
SP,7/1/,V,LE,// HEA.DS PROVIDING 100% COVER/4GE.
2, ,t;REl.;.S SLOPED LESS THAN 6:/ SHALL BE IRRIGATED AS APPROVED BY THE ;,,17-y fNGJ,iVf:ER; PRIDH 10 HYDROStf[}(.f,JG.
C.
,,
L,
D.
E.
THE DEVELOPER SI/ALL SUBNIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CIT)' ENGINEER. THE PROPOSAL
SHALL BE SPEC1rrc R[GARD!NG THE NUNBERS, TYP[S AND COSTS or THE EL[!1ENiS OF THE PROPOSED SYSiEM.
IRRIGATION SH11LL NMNTA/N THE NOISTURE LEVEL OF THE SOIL AT TliE OPTIMUM LEVEL FORT/IE GROWTH Of TIIE
HYD1?0SEEDED G//OWTH.
HYDROSEEDING NIX SHALL CONSIST OF ALL OF THE "OLLOWING:
I. SEED tWX SHALL CONSIST OF NO LESS THAN:
A. 20 LBS. PER AC.RE OF ROSE CLOVER
8. 20 LBS. PE// ACRE OF ZORRO FESCUE
C. 3 LBS. PER ACF/E OF E SCHOOL CIA CALIF0.1/NICA
D. 4 lBS. PER AC'IE OF ACl!ILLEA l11LLEFOUA
E. 3 LBS. PER ACI/E OF Al YSSUN (CARPET OF SNOW)
F. /12 LB. PER ACRE OF D!NOi?PHOLECA
G. /TENS C,D,E, A/ID F OF iHiS SLl3SEUION NL Y BE 0l11TlED ON LOCA TiONS WHERE T//E AREA BEING
HYOF/OSEEDED IS NOi VISIBLE FR0/1 E1 THER A PUBLIC STREET Of/ //ES/DENT/AL Slll'uCTURES.
H.
' ,,
!TEN A OF THIS S:JBSECT!ON NUST BE INOCULATED WITH A NI TROGE!✓ FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDROSffDING.
All SEED 11A 'iE,?IALS SH4Ll BE TRANSPORTED TO T,'1E JOBS/TE W UNOPENED CONTAWERS WITH THE
CAUFORl/!A /J£PART,V,ENi OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, Oi? P//INTED
ON '::,'A1fJ CON7Pj,A/ERS.
NOll·PHYTO· TOXIC WETil!IG AGENTS NAY BE ADDED TO 7HE HVDROSEED SLURRY AT THE DISCRETION OF
THE CONT RAC !DR.
TYPE/ NULCH APPLIED AT THE RATE OF NO LESS WAN 2000 LBS PER ACRE. TYPE 6 NULCH (STRAW) MAY BE
SUBSTITUTFD, AU. OR PA,9T, F0,9 HVDRAIJUCAUY AfPUED FIBEF/ NA /ERIM. WHEN ScRAW IS USED IT NUST BE
ANCHORED TO iHE SLOPE BY /1ECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
EERTIUZfJI CO/IS/STING OF ANMONIU/1 Pi/OSPiiA TE SULFATE, 16-20·0, WITH /5% SULPHUR APPLIED AT Tl!E RATE
OF 500 LBS. PE~ t CPE.
AREAS TO BE HYDROSEEDED SHALL BE fHEPARED PR/CR TO HYOROSEEOING BY:
I. ROUGHENING THE SURFACE ro BE PLANrED BY ANY CR A COMB/NATION OF:
A. TRACK WAL/fl!//; SLOPES STEEPER THAN 6:/
B. HAPROWING AREAS 6:1 OF/ FLATTER /HAT A.RE SUff/CiENTLY FRIABLE.
C. RIPPING AREAS Tl/AT WILL NOT B.REAK' UP USING ITC!1S A ORB ABOVE.
2. CONDIT/ON/NG mE SOILS SO Tf-!A i IT IS SUITABLE FOR PLANTING BY:
A. !IDJUST!NG Ti!E SURFACE SOIL NOISTURE TO PROV/OE A DANP BUT !/OT SAWRATED SEED BED.
8. T,~E ADD/TIO// OF SOIL ANE/IDNENTS, PH ADJ/JST,'/ENT, LEACNING 0/i COVERING SALINE SOILS TO PROVIDED
ViAdL!::-CONDii/01VS FOR CHOWTH.
HYDROSEEDED AREAS SHALL BE MAIN{ A /NED re PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERl'!ANENTL y
LAMJSCAPE/J O.R, FOR AFiEAS fWiERE HY/JROSEEDING IS lHE PERNA/IENT LANDSCAPING, UNrtL THE PROJEC! IS
CONPLfTED AND ALL BONDS RELEASED.
EXISTING GROUND PU8UC HIGH!-CF WAY
_l__
T \\
PROVIDE APP,ROPRIA T[ TRANSIT/Of✓
B[TV/E[N ST.~B!UZED CONS,RUCTION
[NTF?ANCE AND PUBLIC HIGHT OF·
WAY
STABILIZED COi.;J'STRUCTION ENTRANCE
8'' t11N. DIA. FIBER ROLL !x2 S T/.i{.E(2 FT. W!/G) @ 4' 0. C.
FLOW
2' TO 4" DEEP TRENC/-!
ENTRENC/-!MENT DETAIL
/NSTAU A. T/ON DETt;/L . ------·"'-·-· --~"-------~
FIBER ROLL DIKE
/. scr POSTS AND CXCA VA If A 2. STAPLE: WIRE FENC!NG Fl
4 RY 4 1/✓ (10 RY 10 CM) THE ?OSTS.
1 RENCH UPSLOPE FROM AND
ALONG ff/[ UN[ OF POSTS.
FILL
MiN.
2 FT
SILT FENCE
UNLINED SW 1:-\LE & BERM
SEDIMENT
~--coNCRETE BLOCK
BLOCK -SCJ~Ef:i~ -c; I~AVEL SILT BASIN
DROP INL[T
( VII Tfl GRATE
~ ~ -~· =--~: _-;:. fl
-----
sm AW BALES
STAKED WITH TWO
STAKES PER BAL[
COMPACTED SOIL
TO Pi/EVENT PIPING
?X6 STRUT(S)
/'
END AND SIDE
OVERLAP AT
CORNERS
2X6 $T17UT(S)
REQUIRED Y!HEN
NO TED ON PUd,'S
STAKED
STRAW BAL[
"2X6 STRUT(S)
HAY BALE SILT BARRIER
RUNOFF
GAP BETW[[N BAGS
ACTS AS SPILLWAY
THF<EE !..A ':'ERS Of GR4 VtL BAGS
VI/TH ENDS OVERLAPPED
GRAVEL BAGS
'-l i
,-t-"i'T~ 24"
~ I
13"
t
LOG CfIECK DAM
A
-'ll~Tl-<l, ~ I
A
8
f,b.,,,,,_-r:+,+,-,.,.,-,-W-..,..,~dn"cM~
• n,,,:cc; •"
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POINTS A SHOULD 8[ ,Y/GHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
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(A)
LEGEND
DESCRIPTION
STABILIZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING & GRADJNG
GRAVEL BAGS
PUNCHED STRAW
SYMBOL
-----
c:.,c.x~")
V/ VI VI \//
LOG CHECK DAM + O:XXXXXXXXXXD COARSF AGGRF~
~ j
~4IN(61CM) FLOW
DATE
EivGiNiER OF WORK
, I HAY BALE CHECK DAM
(B)
L ".·O/STANCf SUU/ THAT POINTS
A AND B A!'iE Cf EUUAL ELEVA T!ON
GRAVEL CHECK DAM
RIPRAP
GRAVEL ClIECK DAM
FIBER ROLL
Engineering
Prefessional Civil Engineers and lAnd ,r;; un}(!Yors
600 South Andreasen Drive, Suite E, Escondido, CA 92029
Phone 760 741-3577 FAX 760 897-2165 E-Mail, MLBencsh@pacbdl.net
ENGINEER OF WORK
MICHAEL L BENESg RCE 37893
REG. EXPIRES 3131/05
"As-BUil r"
(RAD/NG 8 EROS/ON (O,VT.'?JL PLANS FOR:
------
DATE DATE !NIT/Al
REVISION DESCRIPTION CJrf-lER APPROVAL CITY APPROVAL
LYNN MINOR SUBDIVISION
DRAWN BY,
CHECKED Bi:---~-----
Rffi£WEC Bv:
PROJECT NO
MS 01-04
DRAWING No.
410-6A
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BENCHMARK: -------
DESCRIPiiON: OC-0179 DISC SET IN WEST END Of SOUTH .HEADWALL
t_OCA T!ON:
OF 24'' RCP
C.4 NILE EAST OF /NTEPSEC{!CN OF LA COST/c 11VE
AND SAXONY i?OAD,
i?ECORDS FROM: COUNTY Of SAN D!tW, DEPT. OF PUBLIC WORKS:
REPORT SV0/06-01,10//5/85
ELEVA. TION: /3,87
HYDROMULCH NOTE:
CLEANED SLOPES FLA liER IH/4N J TO ! 11/JST BE PROTEC/ED FRON EROSION USING E/T,~ER AN
APPRO/ED BNP OR BY HYDROMt.lLCh VliiH A GUAR BINDER, FLAT AREAS OF LESS TlfAI✓ 5% (LIKE
BUILDING PADS, P4F!Kft,JG /4R£AS1 LEACH F/ELDS) SHALL HAVE /0096 PROTCCT/ON US1NG GEOTEX'!"ILES1
NATS (55-7 OR ESC20), OR OTHER NATER/Ai. APPROVED BY THE COUNTY FOR Sf AB/LIZ/NG SLOPES,
CR USING TRACKiNG AND SOIL SIABILIZE9S/B/NDERS (SS-5), TENPORARC SEEDING (SS-4), NULCHIWOOD
Cl/!PS (SS-3, S5-6, SS-8), o.9 Ju.rE !'ATTING (SS-7).
~
@
GRAPHIC SCALE
20 0 /0 20 4() 80 ~-A ;_;
( IN FEET)
I /NCH = ZO FT,
ENGINEER OF WORK -""-·--·-· -----· -----------
&~ .. e::,,~~'
N!CHAFL L. BENESH, F<CE 37893 Dt TE
.REG, EXPl,9ES 313//05
J "As-BUil r· /--~
E ' . -;z_(/~ n g 1 n e e r 1 n g ,:/5,,;,.;=;,;1tS:i-·•• :~-: / ~-----~-Z5;f ,:~7-Professional Civil Engineers and Land S'urvf!yors
-.. ------------------Ir.CE:. Ji!:95, RES, EXP, 3/3f/()5cf' -----' --· --------
600 South A udreaser Drive, Suite E, Escondido, CA 92029 I~ ~ d Phone 760 741-3577 FAX 760 897-2165 E-Mailc MLBenesh@pacbcll.net . 1zzjo1
OR DAE
1·s~r I C'ity of Carlsbad
I s1,s I ------.
ENGINEER1NG DEPARrHENT
GPA/JING 8 EROS10N CONTROi.. Pl.ANS ,FOR.'
. ----- - -·-. ---. LYNN MINOR SUBDIVISION e--------··. -
··-----------
-. -------------
------------. . .. ·······-·· ..... ..... -----1:.PPROVED: LLOYD 8. /-IUBSS ar-
- --------·-----.... . . ----·---. -~vv.l · .. ·,e. ! ,.Y.;:r,¥~ J r J88~Q----rt! fxp:· !Z!Jl/2Ci05 ------------------------·. DATE
. ----------DRAWN BY: Ppu.xcr No. DRAWING No. DATE lt✓IT!A:.. DATE /Iv'/ riAL DAT~ l,'V/T!AL CHECKED 8Y: &__~ .. -·--·----REVISION DESCRIPTION MS 01-04 4!0-6A ENGINEER Of V/Oli'K 0 Tl-!ER .Li?PRC Y;i:lL Cm' APPROVAL REVIEWED Bf'.:-~ . --··-. ···----··--· ,, ________ --
. 010204
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