HomeMy WebLinkAboutDWG 415-4B; CT 02-29; VILLAS DE LA COSTA; 01-12' ' .
GRADING NOTES
(IN ADOIT10N TO THE: REQUIREMENTS Of CHN'TfR 15.16 Of THE =sa,,o WNIC/PAL CODE.)
I. THIS PIAN SUP(RSCDF:5 ALL OTH£11 PW1S PR£VIOVSI.Y APPIIOVfD fff THE: CITY
Of == REGIJIOING GPJ,0/NG SHOWN ON THIS SU Of f'llliS.
2. 1-PPROVAL Of THIS PVN DOES NOT lfSS£N OR 1t1M: ANY PORllON Of THE: =sa,,o MUNICIPAL CODE, RESOI.UllON . Of COND/llONAL 1-PPROVAL. CITY
STNIDAAOS QR OTH£11 ADO/llONAl DOCUMENTS LJST[O HERfON AS THE:Y /MY
PERTAIN 10 THIS PROJECT. THE ENGINEER IN RESPONS/81£ CHARGE SHN.L
REVISE THESE PWIS WHEN NON-CONFORI.WICE IS 0/S<XMRfO.
J. CITY APPROVAL Of PVNS DOES NOT REllfYI: THE 0£YUOPER OR fJIGINEER-Of-
WORK FROM RESPONS181111Y FOR THE: CORRECllON Of ERRORS ANO OMISSIONS
OIS<XMRfO DURING OONSTl1UCl10N. ALL PVN R£VIS/ONS SHN.L 8£ PROIIPIL Y
SUBlol/TTfD 10 THE CITY fJIG/NEER FOR APPROVAL.
f. A RIGHT--OF-WAY PERMIT FRO!/ THE: CITY ENGINE:ER W/lL 8£ REQUIREO FOR ANY
WORK IN 111£ PUBLIC RIGHT Of WAY. PRIOR 10 Pf.Rl,//T ISSUNIC£. A
CERTIFICATE Of /NSURNICE M1JST 8£ FIL£D NAMING THE: CITY Of ~ AS
AN ~ /NSUREO OH THE: PERMITTEE'S POLICY IN THE: M/N/111J!I MIWNT
Of $1,000,0(/0.00 FOR EACH OCWRRENCC Of LJABILJTY. THE INSUIWIC£ ~w:1rr~~~~ 4s:.ur1r 1t.nil•&1: A SIZ•
5. UM.ESS EXEMPTEO fff SECTION JOl.(b)S Of THE: UNIFORM 81//UJ/NG COO£.
RET/oJNING WN.LS OIJTS/0£ Of PUBLIC RIGHT Of WAY REQUIRE SEPAP.,1,TE
P£Rl/iTS FROM THE: BU/WING OEPARTMENT.
6. NO ll'ORK Sliolll 8£ OOMMENCEO UNTIL ALL P£Rl,IITS /j,\\o£ 8££N 0/If/oJNEO FRO!/
THE CITY ANO OTH£11 APPROPRIATE AGf}IC/ES.
7. APPROVAL Of TH£S£ PWIS EJY THE: CITY £NGIN/IR DOES NOT AUTHORIZE ANY
ll'ORK OR GR/<DING TO BE PERFORMEO UNTIL THE PROPERTY OWNER'S P£RM/SS/ON
™5 BEEN OO[JoJNE:O ANO A V/oJJD GPJ,DING PERMIT ™5 8££N /SSUEO.
8. NO PfY/5/0NS WILL 8£ IMO£ TO TH£S£ PVNS WITHOUT THE WRITTl'N APPROVAL
Of THE CITY ENGINE:ER. NOTEO WITHIN THE REVISION BLOCK, ON THE:
1-PPROPRV.TE SHffT Of THE PVNS ANO TH£ TI7l£ SHEU.
9. ORIGINAL 0/11\WINGS SHALL BEOOME THE PROPERTY Of THE CITY UPON BEING
S/GNEO EJY THE CITY fJIGINEER.
10. THE ORIGINAL DRAWING SHN.L BE REVISED TO R£FLECT AS-8UlT OONO/llONS
EJY THE ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE Of THE WORK fff THE
CITY.
11. ACCESS FOR (1R£ ANO OTHER Df£RGf}ICY VEH/ClES SHN.L BE IMJNT/oJNEO 10
THE: PROJECt SITE AT ALL TIMES DURING OONSTl1UCl10N.
12. WHERf TR[NGf/ES ARC WITHIN CITY EJ.SfJ,f[NIS, A -S REFORT COMPRISEO
OF: (A) SU~ SHffi, (B) lABORAIORY ll'ORK SHEETS ANO . (C) COMPACllON
CU/MS, SHN.L BE: SUBMtr.£0 EJY A PROFESSIONAL ENGINEER Of THE: STATE or
IXIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FlruJ Of APPl.ltD SOILS
M£C/j,\N/G5. .THE S0/f.5 Rf.PORT WILL BE SUBMITTED 10 THE: CITY ENGINEER/NG
iNSPrCTOR WITHIN Tll'O ll'ORKING ™ ~ Of THE COMPLU/ON Of FlruJ TESTS.
, J. A s~s C()MPACllON Rf.PORT ANO OOMl'tl'.NCE VERIFICAOON REGAAD/NG
/>lJHERENCE ro REOOMMENll'.llONS OU1LIN[0 IN THE SOlS Rf.PORT IS REQUIRED
PRIOR 10 Tl;£ /SSlWICE Of A 8UlOING PERMIT. ALL CONTROLLED GRADING
SHALL BE DON£ UNDER THE DIRECllON Of A PROfESS/ONAL ENGINEER Of THE
STATE Of C/oJJFORNV. PR/NC/PALLY 00/NG BUSINESS IN THE FIEU) Of APP1.ltD
SO/f.5 MECIWIIGs. ALL FU OR FUTURE Fll AREAS 5™LL BE: CONSTl1UCTED IN
ACCOROANC( 111TH THE CITY Of =SBAD STAN/YIRD SPECIFICAllONS ANO THE
• OOTHll'ORK SPECIFICAOONS • ATTACHEO 10 THE PREl/M/NARY S0/f.5
IIW[STIGAllON. CWI.Y FIEU) COMPACllON REPORTS WILL BE SUBlo/ITTED 10 THE
PROJECT /NSPECIOR.
14. A PR£CQNSUlUCTION !IEETING SH.\I.L B£: HD.D AT THE 5/Tf P8K!R TD THE
=r:J~M/&~r!l?su~t'-frs~TATO£S
QiliER ASPffTS Of THE lll'.)RI( THE CONTRACTOR SHALL SCH£DUI.£ THE MEETING
THROLIGH THE PERMIT Cl.ERK (760) ~-J891 AT t£IIST Fl\o£ (5) ll'ORKING ™~ PR/Off TO STARTING CONSTl1UCl10N, 1-PPIIOVfD 0/11\WINGS !/UST BE
AVMABLC PRIOR TO SCHEDULING. THE GPJ,DING Pf/lMIT WILL BE PROVID£0 EJY
THE: PROJECT INSPECTOR AT THE MEEnNG.
1s. ALL tNSPECWN REOUESZS 01HEB lliAN fPB PRECQNSTRUCTION !lffill/G WILL 8£
MAD£ BY C!j.LJNG THE fJ,/G{NffR/NG 24-HOUR INSPECTION R£QU£ST LINE t,T ~6%i~r~~'.WsJ~~~ ~:r= /!fsfi'f£m ~ TO JW J:
THE NEXT ll'ORK ™Y UM.ES$ YOU REQUEST OTHERWISE. REQUESTS IMO£ AFTER
2:QO P.M. WILL BE: SCll£DUILD FOR Tll'O 11//.l WORK ™~ IATfR.
16. THE OWNER AND/OR APPLICANT THROUGH THE D£VEI.OPER AND/OR CONTRACTOR
SHN.L DF:S/G/1, CONSTRUCT ANO IMINT/oJN ALL 5.',£TY DEVICES. /NC/.UDING
SHORING, )JjD SHALL BE: SOLELY RfSPONS/81£ FOR CONFORMING TO ALL lOCAL.
STATE ANO F£0£RAL 5.',£TY AND HEAi.TH STAN/l/oJ?/)S, IAWS AND REGUIAl10Ns.
17. THE: CONTRACTOR SHALL CONFORM 10 LABOR CODE SECllON 6705 EJY SUBMimNG
A D£TAIL PVN TO THE CITY fJIG/NUR ANO/OR OONCERNEO AG8/CY SHOWING
THE DF:S/GN Of SHORING, BRACING Sf.OPING OR OTHER PROVISIONS TO BE IMO£
Of WORKER PROTECOON FROM THE IWN10 Of CAVING GROUNO DURING THE
EXCAVAllOH Of SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALIAllON
Tl!ERf/N. THIS PVN MUST BE: PREPARCO FOR ALL TRENCHES Fl\o£ FEET (SJ OR
MORE IN 0£/'TH ANO APPR(MO EJY THE CITY I.NG/NEER AND/OR CONCERNEO
AG8/CY PRIQR TO EXCAVAOON. If THE fWI Y>81£S FROM THE SHORJIIG SYSl!JI
STNill'8QS ~ BY THE CONSTRUCTION WEIY ORDERS. Illlf 8
C41.IFORN/A ~Dl,(INISTBAIM COD£. THE fWI S/l!lL B( PRfPARED BY A
R£GISl£Rf:D l:NGINffR AT THE CONrRACWRS [/(PENS£ A COPY Of THE OSIVo.
EXCAVATION PERMIT WST BE SUBMITTEO ro THE INSPECTOR PRIOR ro
EXCAVATION.
16. NO BLASTING SHALL BE: PERFORMEO UNTIL A V/oJJD BLASTING PERMIT ™5 BEEN
OBT/oJNEO FRO!/ TH[ CITY Of =sa10. SUBMIT APPIJCAOON FOR av.STING
PERMIT llflL IN ADVANCE Of THE SCHEOUUNG or BLASTING OP£RATIONS.
19. If ANY ARClflEOLOG{ClL R£SOURC£S AR£ DISC(MR£Q WfTIIIN ANY l\llBK AREA
QUR/IIG ~TRUCT}ON. OPE&\TIONS WILL C£ASE IM!IEOl.lro:t, ANO THE
PERMITTEE lf'ILL NOTIFY THE CITY ENGINEER. OPER,\TIONS WILL NOT RESTART
UNTIL THE: PERMITTEE ™5 RECEMD WRITTl'N AUTHORITY FRO/I THE CITY
£NGIN/IR TO 00 so.
20. ALL OP£RAT1QNS CONOUCTEO ON TH£ SITE OR ADJACENT THERETO. INC/.UDING
WARMING UP, REP/oJR, ARRIVAL. OEPARTUR! OR OPER,\llON Of Tl1UCK$.
OOTHMOVIN(i EQU/PJ,/ENT, CONSTRUCllON EQUIPMENT ANO ANY OTHER ASSOCIITED
GRNJING EQ/,//Pl,/£NT SHN.L BE UM/TED TO THE PER/00 BETWEEN 7:00 AM. AND
SUNSET EACH ™Y, MONDAY THRU FRIDAY ANO NO f;,\RTHM(NING OR GPJ,0/NG
OPERAnoNS, SHALL B£ CONDUCTED OH WEEXENOS OR HOUDAYs. (A UST or CITY
HOUDA~ /$ AV/oJU>81.E AT THE fJIGINEERING DEPARTMI.NT COUNTER.)
21, ALL Off-511( flll/L ROUTES SH,11.L B£: SUBM/TlfD BY THE CQN1BACIOR TO !Ii£
CITY ENGINEUI FOR N'PROYN. 1\\Q t1/lL WORl(/IIG OO'S PRIOR TD f/EGINN/1/G OF
,lll'.)R/(
22. IMPORT IMTf;RIAL SHALL BE OBT/oJNE:D FROII, ANO WASTE IMTERIAL SHAl.l BE
DfPOS/TEO AT, A SITE APPIIOVfD EJY THE CITY ENGINEER. THE CONTRACTOR
S/l!LL BC 8W(JNSIB!E FOR ANY DiBRJS OR £Wl!GE OCCURRING Al.ONG UI£ IJlUL
8001IS OR NJJACCNT STRCEJS AS ti RfS/./LT Of THE G&'l/lNG Ol'fJlAOON.
2J. BRUSH SHALi. BE ROKNEO OM.Y WITHIN THE: AREA TO BE Gll'IDffi NO TREES ARE
10 BE: R£M<1;£D UM.ES$ SPECIFICALLY NOTEO ON THE: PVN.
2~. ALL AREAS SHALL BE GRAD£O TO DRAIN.GRADING RESUtnNG IN THf PONDING or
WATER IS NOT PERMITTED. ALL OOTHEN SWAUS AND DITCHES SHALL /j,\\o£ A
MIN/ll/J!I ONC PERCENT Sf.OPE.
25. THESE PVNS ARE SUBJECT 10 A SIGNED ANO APPROVETI SET Of EROS/ON
CONTROL P1.AN5. EROSION CONTROL SHALL BE: AS SHOWN ANO AS APPIIOVfD EJY
THE CITY ENGINEER OR AS DIRECTEO EJY THE PROJECT INSPECTOR.
26 • .'LL SlOPfS SHALL BE TR/1111£0 TO A FINISH GRAO£ TO PRODUCF: A UN/FOR/,/
SURFACE ANO CROSS SECOON. THE SITE SHAll BE LEFT IN A NEAT ANO
OROERLY CQNOll10N. ALL SIONES, ROOTS OR OTH£11 D£BRIS SHALL BE: RD.KMD
ANO /J/SPOSfD Of AT A SITE 1-PPROVED Of EJY THE: CITY fJIGINEER.
HUNSAKER
& ASSOCIATES
S AN D IE G O, I NC.
PlANNING 1017'1 Huermekerts Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(8Sll)S58-4500· FX(8511)SS8-l414
.I I
27. ALL Sf.OPES SHN.L BE IRRIGATED, ILJZEO, Pl.ANTED AND/OR HYOROSffD£D
WITHIN TEN (10) ™~ Of THE TTME WHEN I&/J SLOPE IS BROUGHT TO G
AS SHOWN ON TH£ APPROVED P1.AN5.
2& lANOSCAPING SHALL BE: ACCOMPLISH ON ALI.. SLOPES ANO PADS AS REQUIRf()
EJY THE CITY Of =sBAO !AN E IMNI.V,~ THE I.ANDSCAPING PLANS J
THIS PROJECT, DRAWING NO. J90-AND/OR AS DIRECTED BY THE: CITY
ENGINEER OR Pl.ANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL /NSUR f/j,\T ALL CONTRACTORS SHALL COOROINA
THE ll'ORK Of THESE GPJ,0/NG WITH f/j,\T SHOWN ON BOTH THE LANOS
ANO IRRIGATION PVNS AND THE IM ROVDIENT PVNS AS REQUIRED FOR THI
WORK IN ACCOR™NCE 111TH THE /MNUAL TIME REQUIR£M£NTS.
JO. STORM DRAIN PIPE SHALL BE RE/NF £0 CONCRETE PIPE WITH A MIN/MU
D--L™D Of l,J50. FOR PRIVATE ST DRAIN PIPES, UP TO 15• 1W MAY
UTILJZED PROV/0£0 D£PTH IS LESS 15 FEET ANO BACKFILLEO WITH J/4"
ROCK PER SDRSD S-f TYPE "C" ANO PIPE M££TS ASTM STAN/l/oJ?/) JOJ~OR
SOR J5 SOI.ID WALL PIP£
JI. WHERf AN EXISTING PIPE UN£ IS 8£ ABANDONEO AS A RESLlT Of
GPJ,0/NG OPERAllON, IT 5™LL 8£ Pp,KM_D WITHIN TWENTY FEET Of BU/UJ/NG
OR STRW AREAS ANO R£P1.ACEO ljl11i__PROPERI.Y COMPACTED SO/f.5. IN OTHf/1
AREAS THE PIPE WILL BE: PLUGCED WITH CONCRETE OR Rfl/0\IED AS 1-PPROVED
THE CITY E:NGINEER. I
J2. THE CON1RAC10R SHN.L \o£RIFY THE/OCAllON Of ALL EXISTING FACILJTIES
(ABO\o£ GROUND ANO 1/NOER GROil: 1o) WITHIN THE PROJECT SITE SUFFICIENIL
AHOIJ Of GRAO/NG 10 PERll/T THE REVISION Of THE GPJ,0/NG P1MS IF IT IS
FOUND f/j,\T THE ACTUAL lOCAOON ARf IN CONFIJCT WITH THE PROPOSE
WORK.
JJ. THE CON1RAC10R SHALL NOTIFY
lEAST 2 FULL ll'ORKING ™~
FACILJITT ANO SIWL COORDINATE
UNDERGROUND S£RV/CE ALERT
SOG&E
SBC
AOO.PHV. CABi£VIS/ON
CTED UTIIJTY COMPANIES (Sff BELOW) AT
/OR TO STARTTNG GPJ,0/NG Nf;,\R THC/
ll'ORK 111TH A COMPANY R£PRESENTAT1VE.
1-800-422-4/JJ
(760)~-6200
(760)489-JHI
CITY Of ~STR££TS dr sn DRAIN)
CITY OF CARLSBAO (SEWfR, W, TER dr
RECIAIMEO WATER)
(760) 9Jl-7000
(760) -IJ4-2980
(760) ~-2722
J4. PERMIT COMPLJANCE REQU/R£11£NTS;
A. FOR CONTROLLED GRAD!-THE APPLICANT HIRES A CML ENGINffR,
SOILS ENGINEER. AN0/0 GEOLOGIST TO GM: T£CHNICAL ADVICE.
OBSERVE: ANO CON THE ll'ORK IN PROGRESS { 15. I 6. I 20 LB/
=5810 MUNICIPAL ccpE-
B. PRIOR TO flll'L ~ Of ti GRAD/IIG Pf;RMIT-THE FOLLOW/
REPORTS 111JST BE ;SUBMITTEO TO THE CITY £NG/NEER VIA E
PROJECT /NSPECIOR {lp.16.120 A 10/ =sa,,o WNICIPAL COD£:
(I) FINAL REPORT EJYI SUPERVISING GPJ,0/NG ENGINEER STATING
GPJ,0/NG IS CO"!Pf.ETC. ALL EROSION CONTROi. Sf.OPE PVN
ANO IRRIGATION ,1R£ INSTALLED IN CONFORMANCE WITH
CODE N/0 THE PROVED Pl.ANS (OBT/oJN SAMPf£ Of COMl'I.JANCf
illTfR fll()l,I Cl fJIGINEERING D£PARTMENT).
(2) AS-BUILT GPJ,01 /'VN.
(J) Rfl'ORT FRO!/ THE SOILS ENGINEER, WHICH /NClf
RECOMM£NDED IL Bf;,\RING CAPAC/TIE$. A STATEMENT AS
THE EXPANS/\o£ TY OF THE SOIL. AND SUM/MR/ES
FIUO AND RATORY TESTS. THE REPORT 5™LL Al;_SO
INCtUDf A STA ENT EJY THE: SO/f.5 £NG/NEER f/j,\T _ 71'£
GRAOING WAS 00 IN ACCORIWvCE WITH THE RCQU/R[M[NTSf
RCCOMMEN™ 110 OU1l/NED IN THE PREUM/1/AAY SOILS REPO T
ANO ANY SUf'Pt.1'111ENTS THER£TO.
(4) REPORT WITH AS-8UiT GEOLOGIC PIAN, IF REQUIRED EJY
CITY.
J5. UM.ES$ A GPJ,0/NG PERMIT FOR THI
Yf;,\R AFTER THE CITY fJIGINIIR'
TO BE RESUBMITTEO FOR PW/CH£
ANY SUCH RECHECK.
PROJECT IS ISSUED WITHIN ONE (I)
APPROVAL. THESE PVNS /MY BE REQUIRED
• PW/CHECK F£ES WILL BE REQUIRED ~
OWNERS
TRI/MRK PACIFIC-CASI IA OOST.\.
A UM/TEO ll'.BIUTY COMPANY
61 J WEST VALLEY PARKWAY, S/J/TE
ESCONDIDO, CA 92025
(760) 781-5470
LEGAL DESCRIPTIOff
THAT PORTION OF LOT 249 Of LA COSTA VALE UNIT NO. I, AC-CORO/NG TO
MAP NO. 7457. IN rHE Cl~ OF CARLSBAD, COUNrY OF SAN o{EGO, srArE OF CALIFORNIA, AND AMENO OAS SHOWN ON CERTIFICATE OF ~OMPLIANCE
RECORDED NOVEMBER 9, /98 AS INSTRUME:NT /8/-JS4864, 86TH ON FILE
tN THE OFFICE OF rHE cou
1
rr RECORDER OF SAN DIEGO couNi'Y.
OWNER'S CERTIFIC TE
I HEREBY CERTIFY f/j,\T A REGIS
BE RET/oJNE:D TO SE
SOILS ENGINE:ER OR GEOLOGIST ™5 BEEN , OR WILL
A GRl<DING ACTMTY AND ADVISE ON THE CO \/,COON
AND
BY:
BASIS OF BEARIN S
THf BASIS OF OCAR/NGS FOR 15 SURVEY IS THE CALIFORNIA COORD TE
SYSTEM -198J, ZONf If, 199 .J5 EPOCH, NORTH AMERICAN DA TUM OF 198J
(NADBJ), GR/0 8[,AR/NGS 1,,mdN STAnoN 147 ANO srAnON 152 ASI SA/0
COORO/NATES ARE PUBUSHEO I THE CITY OF CARLSBAD SURVEY CONTROi.
NE'TWOFIK ESTA8LISHEO 8Y REC RO OF SURVEY WP NO. 17271, F/Lf, IN THf
OFFICE OF THE SAN DIEGO CO TY RECORDER ON FEBRUARY 8, 200 •
If: N 04"55'J9" W
RfFERENCEO OCAR/NGS FROM O ER DOCUMENT.S/OfEDS MAY OR MA NOT BE
IN TERMS OF SA/0 SYSTEM. E: COMB/NEO SCAlf FACTOR AT STA 147 IS
0.9999J947. GR/0 DISTANCE GROUNO DISTANCE X COMBIIVEO SCA
FACTOR.
ASSESSOR'S PARC L NO.
A.P.N, 22J-170-JJ
SOURCE OF TOP PH
TOPOGRAPHY OBT/oJNED FROM PAC COOT CM~
\o£RIFIED BY HUNSJoJ<ER dr ASSOC.I FlaD SURVEY ON 7 /24/0J,
REFERENCE DRAW GS
CITY OF CARLSBAO DRAWING
393-34 dr L6932
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SCALE: 1 "=60'
LEGEND OF ABBREVIATIONS KEY MAP LEGEND
10P OF CURB
GRAD£ BREAK
BEGIN \.£RT/CAL CURI-£
ENO \.£RT/CAL CURI-£
POINT Of INTfRSECTION
BEGIN CURI-£
I.ND CURI-£
HIGH POINT
LOW POINT
FLOW UN£
LT LEFT
TOP Of WALL
BOTTOM Of WALL
RAO/US POINT
NOT TO SCALE
C£M£NT TREATED BASE
MODIFIED \o£RncAL CUR\o£
CARAGE FINISHED FLOOR
FINISHEO FI.OOR
0£EPENED FOOTING
EDGE Of PAVfMENT
PROJECT BOUNDARY
STORM DRAIN
RIGHT OF WAY
EASEMENT
EASEMENr
STREEr NAME
BLDG NUMBER
==D=
CALLE ANDAR
@
TC
GB
~
EiC
PVI
BC
EC
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LP
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FINISHED SURFACE
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RIGHT
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TCO 10P Of C/.£ANOUT FIRE HYDRANT ASSEMBLY -<>-
"DECLARATION OF RESPONSIBLE CHARGE"
I HfREEJY OECIARE f/j,\T I All THE ENG/NE:ER Of ll'ORK FOR THIS PROJECT, f/j,\T I
/j,\\o£ EXERCISED RESPONSIBLE CHARGE OVER THE: DF:S/GN Of THE PROJECT AS
OEFINEO IN SECllON 670J Of THE /Ji./S/NESS ANO PROFESSIONS CODE, AND f/j,\T
THE DF:S/GN IS OONSISTENT WITH CURRENT STN/DAAOS.
I UNDERSTAND f/j,\T THE CHfCK Of PROJECT 0/11\WINGS ANO SPECIFICAllONS EJY
THE CITY Of =sw.o ODES NOT RElJfYI: ME, AS £NG/NEER OF ll'ORK, Of MY
RESPONSIBILJT/£S FOR PROJECT DF:SIGN.
FIRM: HUNSAKER st ASSOCIIIIS
Al>ORfSS: 10 t 79 t-JU[NND([NS AYE
CITY, ST.: SIW D/EGQ, CA
f:::j \'1'1 I v
t£VAN1[
STRff
' I
o 60
SCALE 1 • = 60.
SHEET NO. HORIZONTAL CONTROL
SHEET NO. FINISHED SURFACE
SHEET NO. AREA DRAINS
I
WORK TO BE DONE
THE GPJ,0/NG ll'ORK SHALL CONSIST Of THE CONSTRUCOON Of All CUTS ANO FILLS.
REMfJJIAL GPJ,0/NG, DRAINAGE FACIUnES. EROSION CONTROL FAC/Un£$. ANO
KANnNG Of PER/MNENT IANOSCAP/NG ANO PREPAP.,1,00N Of AS-BUII.T GPJ,0/NG PWIS,
AS-BUILT GEOLOGIC IMPS ANO REPORTS. ALL AS SHOWN OR REQUIRED OH THIS SU
Of PVNS ANO THE CITY STNIDAAO$. SPECIFICATIONS, REQUIREMENTS, RESOI.UOONS
AND OROIIWICCS CITED ON THESE PVNS.
THE GPJ,DING ll'ORK SHALL BE PERFORMEO IN ACCOR™NCE WITH THE: FOLLOWING
DOCUMENTS, CURRENT AT THE TIME Of CONSTl1UCT/ON, AS DIRECTED EJY THE CITY ENGINEER. ,.
2.
J.
4.
~ ll/JNIC/PAL COD£
CITY Of =sa,,o STANDARDS.
THIS SIT Of PVNS.
CIJI Of =sa,,o PVNNING COMMIS/ON RESOLUOON
NOS. 5-IJ4, 54J5, S-IJ6 dr S-IJ7
5. THE: STANOARO SPECIFICAllONS FOR PUBLJC ll'ORKS
CON EJ;:L.Qf;JQ!51 _ __... -..--.....--~ ...... _.,,-~, .. . . . ...-~ .. ~-~
S0/1.S REPORT AND REOOMMEN™OONS EJY PACIFIC S0/1.S fJIGINEERING INC. ---~-.. -:c-.,
™TED OC10BER 9, lOOJ; uor!f_0'/!!~.if.ff'T/.~ATICW <JY MS t>ArEl)_jlJNE ~3,2010-,.,
7. TH sliN~TANOARD 0/11\WINGS AND AS ~ .. , · -·· · · "· . . (JS, .
8.
9.
/MY BE MODIFIED EJY THE CITY Of =sa,,o STNIOAAOS.
C/oJJFORNV.. COASTAL COMMISSION STAN/l/oJ?/)S N/A
THE CIIRLSBAD MUNICIPAL WATfR 0/STRICT STNIOAAOS AND SPECIFICAllONS
FOR CONSTl1UCOON Of WATER AND REC/All/ED WATfR ~TEMS.
FINAL PROGRAM EIR 98-02 10.
II. SWPPP WDID NO 9J7CJU284
SWMP ™TED JUlY 7, 200J
™TEO JVNE 18, 200J
12.
IJ. THE LCUDAOI'. WASTEWATfR 0/STRICT STNIOAAOS AND SPECIFICATIONS FOR
CONSTl1UCl10N Of SEWER
>· DESCRIPTION
·· PROJECT BOUNfYIRY
... ·--~--RIGHT Of WAY
, £AS£Mf.NT UN[
'', '--s '-..__ EXISTING STORM DRAIN
=,,,:-.c..
,. .. ~-., ,;:_:-P/IOPOSED SPOT atVATIONS
/ ".:: \'-._ . ··,," i fARTHEN SWALE ,-s,'
( '\' ™YUGHT UN£ ', .
''-, ' \ -, ,; / r~ ' ,, BROW DITCH
\ . " ' _, ':'. '< SLOPE EMBANKMENT (2: I /MX.)
' \ \ ,\ PUBLJC UTIUTY EASEMENT
IR, c>, S, j 2 8 0 7 £X/STING CONTOUR
' \ \.
rJ\ r, ,C/ \ -/ ?[);,,,{) FIN/SH CONTQUR v -y ., u., v_....J 'i ,
\, "'• ;3', ROOF DRAIN STUB OUT (6"PVC)
\ "••,, AREA DRAIN C/.£NIOUT " ',·,~. ,,. , . .. . AREA DRAIN
120
[I
®
@
180
WALL ORAJN••
RETAINING WALL" (PER 4-0J-JA)
RCTAJNING WALL ..
/j,\ND/CAP RAMP
TRASH 0/ClOSURE
OW' FOOTING
SEWER BACKFLOW PRE\o£NTER REQU/REO
ST/oJRS
4• P.C.C. SIDEWALK
A.C. PAVING/BASE
P.C.C. PAVING/BASE
LEGEND
STD. DWG.
D-75
S-J
C-4
C-4
OfTA/l SHffi 2
GS-t6•
G-7, G-9, & G-10
SYMBOL
Ji.. -
:::::r I
---180---
®
---l!ll
"<l I LY
LJ
•·➔-
~
ll11'l
I :' I
QUANTITY
144 S.F.
6" SC:WER IA rERAL
2• METER SERVICE
----®
----@
STREET UGHr 9,500 LUM {HPSV)
___ _,,,ASA LA COSTA
c-Q
BENCH MARK
OfSCRIPOOH: U.S.C. dr G.X. BRASS 0/SC STAMPEO
'l<J02., t 9J5" IN CONC. MON.
LOCAOON: POINT LIES 8.5' EASTERLY or EASTERN
BERM UN£ ON RANCHO S'NTA F£ R<W>,
IJJ' NORTHERLY Of ELECTRIC
TRANSMISSION UN£ POlL /MRKEO
"n2JOII" ANO "n.lJ825" AND
APPROXIIMTELY 1,2 MW NORTHERLY
Of THE INTfRSECllON Of RANCHO
S'NTA fE Ra.O ANO LA COSTA AVENUE
atVAllON: 5JJ.J9 NGVD 29 I.ISL
EARTHWORK QUANTITIES*
CUT: 1,650 -CY
FIi.!.: O -CY
EXPORT: 0 -CY
REMEDIAi: -CY
-l,Q/,//JNTITl£S SHOWN ARE FOR BONDING 0111. Y ANO
ARf NOT TO BE USEO FOR BIDDING, BUOG!TS
OR OTHER PURPOSE$.
SHEET INDEX
SHEU I
SHEET 2-J
SHEET 4-S
SHEET 6-7
SHEET 8-9
SHEET 10-11
TIil£ NOTES & KEY IMP
NOTES. D£TAILS & P™5£ 2
HORIZONTAL CONTROL
FIN/SHE(/ SURFACE PVNS
AR~ DRAIN PVNS
EROSION CONTROL
~~~ ~o
,)
I ND L JMRnN
P.£ NO.: RCE 48670
EXPIRAOOH ™Te: 6/JO ,,
'llr.Zoy
™TE
ENGINEER OF
-,,)
,1 )/hl, c/.
R ~o;o L. MAR;N
Rr;E NO 48670 EXP. 6/30/04
WORK
v/1~'1
DATf
~ ~"'"': '6 Lr 'o
',: \\' \\ ' -cirr OF ENCINITAS 7 ,>"'
VICINITY MAP
NTS
"AS BUILT"
DATE 8-,, "L ,A
RCE fXP. "'-"3-IO l<'lM
REVIC:WED BY:
llA1< /NfTIAL
INSPECTOR DATE ENGINEER OF WORK
• IMPORTANT NOTICE
SfCTION 4216/4217 OF 11!E: GOVE:RNME:NT CODE
REQUIRES A OIGALERT IOENTIFICA TION NUMBER BE I SH:ET I CITY OF CARLSBAD StlE:ET:i, ISSUE:O BEFORE A PERMIT TO EXCAVAIF WILL BE ( 12) VALID. FOR YOUR OIGALE:RT I. 0. NUMBE:R CALL ENGINEERING DEPARrME.Nr UNDERGROUND SE:RVICE: ALERT AT: .. •-
TOLL FREE 1-800-422-4133 PRECISE GRADING FOR:
-tl.S
TWO WORKING 0A YS BEFORE YOU DIG VILLAS DE LA COSTA
APPROVEO LLOYD B. HUBBS v',r ¢1~ ~ AS-r .....,#.5"8""7' /.2 CH--'" .~ ~CZ-~-
I R&Vl"E NO. OF $/-IE€T~ Al't,"1IJ::> &.1,,,'1' CITY ENGINEER,,.RCE~ ==--EXP12Z~l/05 DATE .
St;n;, 1,2 ( N,.W SI-IT-/,2 . •• OWN BY: PROJECT NO. DRAWING NO.
™1< INITIAL ™1< INITIAL CHKO BY, !'l.cqf C. T. 02-29 415-48 REVISION DESCRIPTION RVWD BY, _;{ 0£, 011-fER APPROVAL CID' APPROVAL
W.O. No. 20 91 -037
nHI •
R:\0206 \&Eng \Precise Grading\ 0206PGO 1 .dw9[ 12 75)Apr-08-2004: 1 2:48
ENGINEER'S SPECIAL NOTES
1. CONTRACTOR IS RfSPONSIBI£ TO NOTIFY ENGINEER OF WORK WHENEVER THESE
Pl.ANS Sffil UNCLEAR. THESE NOTIFIC,IT/ON SHALL BE MADE sumcIom.Y IN AWANCE
OF CONSTRUCTION TO iJ.1.0W THE ENG/NE[R OF WORK ADEQlv\TE TIME TO RESPOND.
2. ONLY GRADING AND PRNATE 0/IAJNAGE FACIUT/ES ARE APPROVED ON THIS GRADING
Pl»I. ALL 01HER FfAnJRES ARE SHOWN ONLY FOR INFORMAOONAL PURPOSES.
J. RETAINING WALLS ON n-lESE PLANS ARE SHOWN ONLY AS SUPPLEMENTAL
INFORMATION. A SCPARATE PERMIT AND INSPECTION WILL BE REQUIRED FROM THE
BUil.DiNG DCPARTMVIT FOR ALL RETAJNING WALLS SHOWN HEREON.
4. THE VIG/NEER OF WORK IS NOT RESPONSIBI.£ FOR GRADING OPERAOONS OR GRADING
WORK DONE. THE CONTRACTOR IS SOl£L Y RESPONSIBLE:.
5. THE SOILS REPORT AND ALL THE SUPPLEMVIIS THEREOF ARE INCORPORATED INTO AND
MADE A PART OF THIS PLAN. ALL EARTHWORK OPERATIONS SHALL BE CONDUCTED
UNDER THE INSPECTION OF A Qlv\LIFIED SOILS VIG/NEER OR HIS RCPRESENTATNE.
RfG/STERED IN THE STA TE OF CALJFORNIA TO PERFORM GRADING /NSPECOON WORK.
6. DEVIATIONS IN THE EXISTING ELEVATIONS SHOWN HERfON 1£o\Y EXIST AT THE TIME OF
CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS OF THE GROUND
AT THE DAYLIGHTS LINES, AND NOTIFY THE VIG/NEER OF WORK OF ANY DEVIATIONS
SUFFIC/fNII.Y IN ADVANCE OF 7flf GRAD/1/G IIVRK TO ALLOW FOR MODIFICATION OF 1ll£Sf Pi.ANS.
7. THE OWNER. OEVELOPER OR PERM/17ff OF THIS PROPfRTY IS AOV/SfD, TIJl,T THE FINISHED
LOT OR PAD CREATED 1£o\Y OR 1£o\Y NOT BE COMPLETEI..Y SUITABLE FOR THE USE HE
OR SHE INTENDS, AND IS ADVISED TO OB1il/N SUITABLE SOILS AND/OR STRUCnJRAL
EIIG/llf1JIING ADVICE IN CONNECTION WITH ANY FUIURE SPECIFIC PROSPECTNE OEVELOPMfl/T.
8. THE STORM DRAIN SYm:M REFERVICED ON THESE Pl.ANS AND PER THEIR PfRSPfCTIVE
IMPROVEMENT PLANS, SHALL BE CONSTRUCTED IMMEDIATELY UPON COMPL£11DN OF
GRADING, OR SOONER IF POSSIBLE:.
9. PER CARLSBAD MUNICIPAL CODE, TT-IE PRNATE ENGINEER
RESPONS/81£ FOR SU/MY/NG WORK DURING CONSTRUCTION SHALL PROVIDE TO THE CITY
WRITTEN REPORIS STATING TIJl,T ALL WORK INCORPORATED IN 111E GRADING PWIS //AS
BEEN CONSTRUCTED TO 111E LINES AND GRADES IN SUBSTANTlAI. CONFORMANCE WITH THE
APPROVED PWIS. 111E PRNATE EI/Glllf[R SHALL ALSO PREPARE 111E AS-BUILT DRAWINGS
FOR 1HIS PPOJECT. 1HE SOH.S ENGINEER SIWL PREPARE A FIi/AL REPORT ANO AS-BUH.T
GEOCOGJC PW/ FOR APPR<NAL BY 1HE CITY. AND, THE WIDSCAPE ARCH/lfCT MUST PREPA/lf
A FIi/AL REPORT AND AS-0011.T I.AIIDSCAPE AND IRfllGJ.TION PW/ FOR M'PROVAL BY 7flf CITY.
t 0. NO Bl.AST/NG SHALL BE DONE UNTIL PfRMISSION IS OBTAJIIEO FROM 1HE GOVERNING PU/UC
AGENCY. THE CONTRACTOR IS /<ISO REQUIRED TO NOTIFY THE EIIGI/IEEJI OF KORK PRIOR TO
PERFORMING ANY ROCK REMOVAL OPfRATIONS.
1 I. 111E CONTRACTOR SHALL BE RESPONS/81£ FOR MAJNTAJNING ALL 1HE EROSION CONrRO/..
FACILITIES THROUGHOUT THE OOOOPIIENT OF THE PROJECT.
12. Fl.OW LINE ELEVATIONS SHOWN 1/ERfON 'NfRE DETERMINED BY INTERPW.TION USING THE
AERIAL TOPOGRAP/ff. ACl!IAL GROUND ELEVATIONS IIAY VARY. CONTRACTOR IS RfSPONS/81.£
TO INSURE /HAT ALL 0/IAJNAGE GEIS INTO LINED DITCHES AND REMAINS IN THE DITCH
UNTIL DISCHARGED INTO UNDERGROUND DIIA/NAGE DEVICES OR ENERGY DISSIPATERS.
t J. CONTRACTOR TO 81.£1/D CONTOURS OR St.OPES INTO fJ//STING GROUND TO PROVIDE POSITNE
DRAINAGE AWAY FROM TOE OF SI..OPf.
GFF=274.79 GFF=273.98
4" S P
111
FF=275.38
12
(j)
4-" SrEP
HUNSAKER
TG(TOP OF GRATE)
ELEV PER PV.N
1% ---HP
TG(TOP OF GRATE)
ELEV PER Pl.AN
TYPICAL PATIO DRAIN
2.0DF
GFF=273.29
l
4" STEP
& ASSOCIATES
SAN DIEGO, lt\lC
'\..... __ _,\._ SCALE:1"=10' '-------·~-'-.... __ , J I '-....... ,,., .. -~_....
PLANNING
ENGINEERING
SURVEYING
10179 Huennekem Street
San Diego, Ca 92121
Pl-1(858)558,4500 · FX(858)556-1414
--.,.-.
zao.5 z1a.o
,,,,,./"
,,/
®. ZJj7~011£
. .
'v-'
5-.3 C
SCALE: 1 "= 15'
NO CONSTRU N OF PHAS 2 AREA
SHALL COMMENC NTIL PORARY
FIRE STATION NO. 6M,,,..., BEEN RELOCATED.
-rontl ~Tl~FA(.Tlt>N
Ft Re r-'\AR ~>\AL. •
NOTES:
1.
2. MINI M UNDERCUT IS 2. 0 '. ADDITIONAL UNO£ %~ G FOR UTIUTY MAY BE REQUIRED, PER SOILS
/ MMENDA TIONS IN FIELD.
~~--....,.---~-r-~-,,.-----
dcc SHEE:r 12 Fo.R
PNASc 2 PIY€C/SE (JRADING.
ENGINEER OF WORK
~A~~ _vjh_
R ENO 48670 EXP. 6/30/04 DATE
STORM DRAIN DATA
r1.: BEARING/DELTA LENGTH REMARKS
1' N 5J'51'12" E 14.30' 5• pvr.,1
2 "f>J 68'12'01" E 44.42' 6"<>W
J N'<-R'54'40" W 6.57' 11:I PVC
4 N 16"§4'40" W 5.98' "6" PVC
6 N 16'54'4.0" W 16.31f 6" PVC
7 N 59'07'43<:._E 19:57' 6" PVC
8 N 7J'05'20" ~ / J.4-1' 6" PVC
9 N 16'54'40" w_, " 34.88' 6" PVC
10 N 73"05'20•~ "'-•.50' 6" PVC
11 N 60"08'5A-w 5:09' 6" PVC
12 N 16"5/40" W 34. 18\ 6,. PVC
1 N 3!i'17'40" E 4.67' l'o" PVC
14 N/"82'53'16" W 22.49' 6VVC
15 '-'N 58"24'12" E 13.07' 5• plfe
~6 N 58"24'12" E 27.46' 6" PVC'-
' .
I
"AS BUILT"
RCE----EXP. ----DATE
REVIEWED BY:
INSPECTOR DATE
'
SEWER NOTES
1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLJCANT,
PRIVATE ENGINEER DR WORK, DR CONTRACTOR FROM RESPONSIBIUTY FOR THE
CORRECTION OF ERRORS AND OMISSIONS D/SCOVEREO DURING OR AFTER
CONSTRUCT/ON.
2. ALL DESIGN MATERIALS, AND CONSTRUCT/ON WORK SHALL CONFORM TD THE
LEUCADIA COUNTY WA/FR DISTRICT LCWD SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FDR PUBLIC WORKS
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST
CURRENT EDITIONS. IN THE EYEN OF CDNFUCT THE LCWO SEWER STANDARDS
GOVERN.
.J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY
REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE: A COPY OF THE SEWER NOTES 2. &, J.
DOCUMENTS ON TT-IE JOBS/TE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LCWO ANO SHALL REPAIR DR
REPlACE ANY WORK THAT MAY PROVE: DEFECTIVE IN WORKMANSHIP AND/DR
MATERIALS WITHIN THE ONE YEAR PERIOD WIT1-/0UT EXPENSE WHATSOEVER TD
LCWD.
6. QUANTITIES SHOWN HERON ARE FDR BOND ESTIMATE PURPOSES ONLY.
NEITHER TT-IE PRNATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY DR
COMPLETENESS OF THE SEWER QUANTITIES.
7. PRIOR TD CONSTRUCT/ON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
REPRESENTING ALL MAIFRIALS ANO SUPPLIES SATISFACTORY TO LCWD. WORK
SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWO.
8. PRIOR TO BEGINNING THE SEWER WORK THE LCWD INSPECTOR SHALL
BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LCWO
STANDARD SPEC SURVEY REQUIREMENTS.
9. PRIOR TD BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A
LCWO PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS
NOTICE TD LCWD PRIOR TD CONSTRUCT/ON.
1 O. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN
OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER
APPROPRIATE AGENCIES.
11. CONTRACTOR SHALL CONFORM TD lABOR CODE SECTION 6705 BY
SUBMfmNG A DETAIL PIAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF
SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TD BE MADE FDR
PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING
TRENCH EXCAVATION AND PIPE INSTAllATIDN THEREIN. THIS PIAN MUST BE
PREPARED FDR All TRENCHES FIVE: FEET OR MORE IN DEPTH. IF THE PIAN
VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATM CODE, THE
PIAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TD THE LCWO INSPECTOR PRIOR TD
EXCAVATION.
12. All SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS
AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NG
CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PlACEMENT AND
COMPACTION OF BACKFILL MAIFRIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL
LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE
ENCASED IN GEDTEXTILE MATERIAL. SUITABLE GEDTEXTILE MATERIAL SHALL BE
SUBMITTED TD THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL.
CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETURN
OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED.
1J. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE
PlANS WAS OBTAINED BY AVAllABLE RECORDS SEARCH BY THE PRNATE
ENGINEER. TO THE BEST OF THE PRNATE ENGINEER'S KNOWLEDGE, THERE ARE
ND EXISTING UTILITIES EXCEPT THOSE SHOWN ON T/-/ESE PLANS. ATTENTION IS
CALLED OT THE POSSIBLE EXISTENCE OF OT/-IER UTILITIES DR STRUCTURES NOT
SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. T/-/E
CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TD PROTECT T/-/E
UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES DR STRUCTURES
NOT SHOWN.
14-. APPROVAL OF n-1/S PIAN BY LCWD ODES NOT CONSTITUTE A
REPRESENTA TIDN OF THE ACCURACY OF THE LOCATION OF, DR Tf-lE EXISTE:NCE
DR NDN-EXISIFNCE OF, ANY UNDERGROUND UTILITY, PIPE, DR STRUCTURE WITHIN
T/-/E LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133,
AS REQUIRED BY STATE lAW. All UTILITY CROSSINGS SHALL BE POTHOLED
PRIOR TD TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH All LOCAL,
STATE, AND FEDERAL SAFETY REGUlATIONS INCLUDING, BUT NOT LIMITED TD,
TRENCH SAFETY AND CONFINED SPACE ENTRY.
t 7, SOILS REPORTS SHALL BE SI.IBMITTEO TO LCWO BY A QUALIFIED
SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS
DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK
SPECIFICATIONS ANO THE LCWO STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.) INSIDE BOTTOM OF
PIPE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVE:O BY Tf-lE LCWD DISTRICT
ENGINEER IN WRITING PRIOR TD CONSTRI.ICTIDN.
20. CONTRACTOR IS RESPONSIBLE FDR KEEPING COMPLET£ RECORD OF CJ-W,/GES
AND SHALL MAKE SUCH RECORD AVA/lABLE TD T/-/E PRNA TE ENGINEER. Tf-lE
PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TD LCWD FOR REVIEW
AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF TT-IE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITE:D TD 350 FEET, INCLUDING
COLLECTORS AND lATERALS, UNLESS On-lERWISE APPROVED IN WRITING BY THE
DISTRICT. TRENCH SHALL BE BACKFILLED OR PlATE:D AT THE CONCLUSION OF
EACH DAY OR WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY
SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL
RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT
C/-WIGE PER STATE lAW.
2J. A MINIMUM OF 12 INCHES VE:RTICAL CLEARANCE SHALL BE PROVIDED
BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIES.
24. SEPARATION OF SEWER/WATER AND SEWER/REClAIMEO WATE:R SHALL COMPLY
WITH LCWD STD. DWG. S-2 AND WITH All COUNTY AND STATE HEALT/-1 DEPT
REGUlATIDNS.
25. CONNECTIONS TD EXISTING SEWER PIPE DR MANHOLES SHALL ONLY BE DONE
IN THE DIRECT PRESENCE OF T/-/E LCWD INSPECTOR. NEW SEWER SHALL NOT
BE CONNECTE:D DR ALLOWED TD now TD EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF All UPSTREAM WORK BY THE LCWO INSPECTOR, DR AS
APPROVE:D BY DISTRICT ENGINEER.
26. All SERVICE lATERALS SHALL BE LOCAIFD AT RIGHT ANGLES TD THE SEWER
MAIN UNLESS OTHERWISE SHOWN AS APPROVE:D BY LCWO ON THE PLANS.
DATE INITIAL ~.f"V/Se' ;,v. 0 I' y DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
27. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH
lATE:RAL LOCATION BY T/-/E CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH lAIFRAL.
THE WIRE SHALL EXTEND UP TD 2• COPPER TAG TIED AND SOLDERED TD THE
WIRE. T/-/E TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE: PAVING
SUBGRAOE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG DVE:R THE
CUSTOMER ENO OF THE lATERAL SHALL EXTEND ABOVE: GRADE UNTIL CONNECTED
AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
29. All PIPE SHALL BE J-W,/DlED AND INSTALLED SD AS TD PROTECT
PIPE, JOINTS, LINING, ANO COATING. T/-/E PIPE SHALL BE CAREFULLY BEDDED
TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SE.ffiEMENT. PIPE
SHALL BE PROTECTED AGAINST FlDTATIDN AT All TIMES. OPEN ENDS OF PIPE
SHALL BE SEALED AT All TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
JO. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED ANO
SHALL n-lEN BE LIMITED TO LESS THAT ONE-HALF OF THE ANGLE
RECOMMENDED BY THE PIPE MFGR.
J1. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWO SEWER
STANDARDS. WATER JETTING SHALL NOT BE ALLOWED.
32. ALL lATERALS SHALL BE CONSTRUCTED CLEAR OF DRMWA\'S.
JJ. JOB MIXING OF CONCRETE IS NOT ALLOWED WIT/-/OUT EXCEPTION. CONCRETE
TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE.
J4. MANHOLE BASES SHALL BE MONOLITHICALLY PlACED, FINISHED, AND
COMPLETED AT TIME OF PlACEMENT. GPK PRODUCTS, INC., OR APPROVE:0
EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE
CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS
AFTER CONCRETE PlACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR
USE WITH 8" SEWERS WITH DISTRICT ENGINEER J,PPROVAL.
JS. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL
HAVE A 2" BY 2• BUTYL RUBBER GASKET PlACED WITHIN THE FULL
CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP.,
OR APPROVED EQUAL.
J6. All MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER
BACKFILL, AND 3) SUBSEQUENT TD ANY SUSPECIFD MOVEMENT DR DAMAGE
AFTER BACKFILL.
.Jl. All SEWERS ANO lATERALS SHALL BE WAl1\/E BALLED, LOW PRESSURE AIR
TESTED, ANO TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TD
CONSIDERATION FOR FINAL ACCEPTANCE BY LCWO. AIR JFST SHALL BE DONE
AFTER CONSTRUCTION OF All OTHER UTILITY lATERALS.
J8. All SEWERS AND lATERALS SHALL BE IN PlACE AND SHALL HAVE:
FINAL APPROVAL BY THE LCWD INSPECTOR PRIOR TD PAVING.
J9. All MANHOLES WHERE ENTE:RING PIPE SLOPE IS 5X DR GREATER AND All
EXISTING MANHOLES WITH NEW CONNECTIONS SHALL BE PROVIDED WITH
INTEGRALLY LOCKING PVC OR POLYURETHANE PROTECTIVE LINING PER SECTION
500-2 OF T/-/E GREENBOOK AND LCWO STANDARDS.
~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT
PRECISE GRADING FOR:
VILLAS DE LA COSTA
NOTES, DETAILS & PHASE 2
{!_)
APPROVED LLOYD B. HUBBS QY,,, '?b-?IQ'I ~-&..,_,,,. _;? ·~-,
CITY ENGINEER VRCE E~ 6 DATE
6VP qh."Jl/0 DWN BY:
I PROJECT NO. I DRAWING NO. DATE INITIAL CHKO BY: _Pdffe C. T. 02-29 415-4B C/1Y APPROVAL RVWD BY: :l~
R: \ 0206\&Eng \Precise Grading\ 0206PG02. dwg[ 1275 )Apr-08-2004: 12:54 W.O. No. 2091-037
I
GFF
C D
E PAD
0 GFF A B C D E
" '" " , " 'A
-1 N/A -N/A -
+;--• 'A
C, • 'A 9~
H FF-25" 7 7 " 4 -'6"
OVE:R f O • DROP REQUIRES SECOND RISER ONLY UPON APPROVAL OF ARCHITECT
TYPICAL GARAGE STEP DETAIL
* ASSUMES 9" PT SLAB SECTION AND APPLIES WITH DOOR TO HOME@ REAR OF GARAGE
NOTTO SCALE
N01E:: CONTRACTOR TO EX1E:ND AREA DRAINS
6" ABOVf FINISHED GROUND AND CAP.
AFTER LANDSCAPING IS COMPLETF,
RE:MOVE: CAP AND PLACE GA 1E: TO FINISHED GRADE. NOS /981, /991, 19• DOME
STRUCTURAL FOAM POL YETHl1..ENE
A TR/UM GRA 1E: MTH UV INHIBITOR.
OPEN SUl?FACE AREA J0.28 SQ. IN. r--TOP OF GRA1E: ELEVATION
PER PLAN
..-,NOS 19J2 9" X g• SQUARE DEEP
HOU~NG HUB ADAP1E:R.
..I--""--6" PVC 6"-10• PVC SDR J'
OR SCH. 40
IX
MIN
'----,.._L:.___6:_"_-.:..:,o:__•_:_p_:_vc~SDR JS OR SCH. 40
,x
MIN•
MANUFACTURED JOINTS
• UNLESS OTHffiMSE N01E:D
AREA DRAIN DETAIL
NOT TO SCALE
PROVIDE CURB PER SDRSD M-6 2:1 SLOPE ..-~ ....______
8
t il:l t
10·
J ~c '---HAND RAIL PER SDRSD M -24
PLAN VIEW
4' MIN
HAND RAIL PER SDRSD M-24
10" MIN ; 2Jf MIN ---
~ 4' MIN ,.,.,_,.,.,
~ ,,,-_ .,,_
i=::~'Jr~MAX:::=~~:;=::2::,t:::::~::,.,.~J,,;g]L 6"Xt 1" STEPS (7" MAX)
ELEV. (4" MIN)
WALKWAY PER PLAN
SECTION (TYPICAL CONCRETE STEP)
NOT TO SCALE
r-, ·~ .. . "'· /2 OVERHANG
/DEWALK j
, ,), ... -
s
0 a " "' " "' 8.5' -8.5' 8' .
"\ L . '-,
CURB
STANDARD STANDARD COMPACT
W/OV[RHANG
TYPICAL PARKING SPACE
NOT TO SCALE
HUNSAKER
& ASSOCIATES
~ A N IJ I ~ C 0, I N C.
PLANNING 10179 Huennekens Street
ENGIMERING San Diego, Ca 92121
SURVEYING PH(858)558-4500· FXl858)558-1414
"' -,!:::=~. ~~
1JfM/N
OF (DEEP FOOTING)
PER' PLAN
4' CONG
WALKWAY
..;4,__'___,Cc:,OecN!.->Cci-----"-VA-"-R"'IE:.::S'----_l __ ____c5:__'_Mc:_lc..:Nc_. __ ~
WALKWAY g
TYPE "4" RETAINING
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4. PROVIDE TRANSVERSE JOINTS PER REGIONAL
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NOT TO SCALE
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ENGINEER OF WORK
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NO 48670 EXP. 6/30/04 'DATE
"AS BUILT"
DATE RC£ EXP.
REVIEWED BY:
DAT£ INITIAL
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INSPECTOR DATE ENGINEER OF WORK
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DA TE INITIAL
ENGINEER OF WORK
R:\0206\&fng \Precise Grading\0206PG06.dwg[ 1275)Apr-08-2004: 14: I 0 W.O. No. 2091-037
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HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PlANNINC 10179 Huennekcns Street
ENGINEERING San Di~go, Ca 92121
SURVEYING PH(858)SSR-4500· FX(8'i8)S'Jfl-1414
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ENGINEER OF WORK
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R~ 48670 EXP. 6/30/04
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DATE
RC£----EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
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OTHER APPROVAL CITY APPROVAL
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FINISHED SURFACE
APPROVED LLOYD B. HUBBS (9 r
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CHKO BY: _®f~~-1
RVWD BY: •llf::'.
PROJECT NO.
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DRAWING NO.
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HUNSAKER
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ENGINEER OF WORK
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NO 48670 EXP. 6/30/04
"AS BUILT"
RC£----EXP. OAT£
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INITIAL
REVISION DESCRIPTION
INSPECTOR DATE ENGINEER OF WORK
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SCALE 1"~20'
J\;JJ\P
DATE INITIAL DAT£ INITTAL
OTHER APPROVAL CITY APPROVAL
STORM DRAIN DATA
0 BEARING/DELTA ' LENGTH REMARKS
I N 50·05•45• W 6.75" 6" PVC
2 N 89"25 '37• E 13.77' 6" PVC
3 N 51"55'54" W 7.37' 6" PVC
4 N 51"55"54" W 48.76' 6" PVC
5 N 38"04'06" £ 2.81' 4" PVC
6 N 38"04 '06 • £ 4.04' 4• PVC
7 N 57·55•54• W 3.93" 6" PVC
8 N 37"36"46" £ 34.89' 6" PVC
9 N 52"23'14" W 3.98' 4" PVC
10 N 82"47'59" £ 5.62" 4" PVC ~-
7 7 N 37"36'46" £ 33.73' 6" PVC _
12 N 52"23'14" W 3.98' 4# PVC
13 N 37"36'46" £ 26.68' 6" PVC ··-·
14 N 52"23'14" W 3.98" 4" PVC
75 N 48"50'08" £ 33.98" 6" PVC
16 N 78"12'06" W 7.62' 4" PVC
17 N 54"17'05" £ 40.90' 6" PVC
18 N 24"34'25" W 32.38' 6" PVC
19 N 52"32'24" £ 3.99' 4" PVC
20 N 36"28'27" W 14.62' 6" PVC
21 N 36"28'27" W 19.54" 6" PVC
~ --.
4" PVC 22 N 52"58"21" £ 3.50"
2J N 33'10"56" W 38.74' 6" PVC_
7850 24 N 0"45'18" W 8.90' 4" PVC
25 N 54"17'05" £ 12.23' 6" PVC
26 N 54"17'05" £ 38.55' 6" PVC
~ -..
27 N 37"01"39" W 31. 77" 6" PVC
28 N 49"16"17" W 3.68' 4" PVC
29 N 40"43'43" £ 24. 10' 6" PVC
JO N 49"16'17" W 8.31' 4" PVC
31 N 49"16'17" W 3.68' 4" PVC
J2 N 40"43"43" £ 28.21' 6" PVC ----
33 N 49"16'17" W 49.09' 6" PVC
34 N 5·53'30• £ 6.22' 4• PVC
~Vi N 40"43'43" £ 39.61' 6" PVC
.J6 N 85"47"01 • £ 5.38' 4• PVC
37 N 49"16'17" W 3.68' 4" PVC -·
38 N 40"43'43" £ 34.55' 6" PVC
39 N 49"16'17" W 12.43' 6" PVC
~-
40 N 49"16'17" W 43.10' 6" PVC ··-
41 N 28"31 '25" £ 23.37' 8" PVC -· 42 N 21"11'40" W 19.19" 6" PVC
43 N 37"57"27" W 5.42' 4" PVC
44 N 52"02'33" £ 46.64' 6" PVC
45 N 25"20'35" W 12.41' 6" PVC
46 N 52"02'33" £ 5.08' 6" PVC
' 47 N 71"59'18" W 6.59' 6" PVC
48 N 37"57'27" W 19.37' 6" PVC
49 N 52"02'33" £ 5.08' 4" PVC
50 N 37"57'27" W 34.66" 6" PVC
~-
51 N 52"02"33" £ 4.85' 4" PVC
52 N 87"16'14" W 6.38' 4" PVC
-
53 N 37"57'27" W 37.50" 6" PVC ~
54 N 59"22"49" £ 29.04" 6" PVC
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VILLAS DE LA COSTA
AREA DRAIN
APPROVED LLOYD B. HUBBS or
A-/4~~~ CITY ENGINEER rtWEJC2 /31 /05
DWN BY: -~,.,.,+,,,.+,.,..--I
CHKD BY: _ _,i¼'...,.._,__,
RVWD BY: :,W-:::::
PROJECT NO.
C. T. 02-29
DAT£
DRAWING NO.
415-4B
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STORM DRAIN DATA -----.. ---------
0 BFARING/IJEI TA I.I NGTH RF'MARKS
1 N 36"36'13" E 11.41' 8" PVC
2 N 50'22'02" W 3.65' 4• PVC
3 N 56'24'16" W 7.88' 6" PVC ~-------
4 N 49'16'17" W 51.22' 6" PVC
5 N 22'02'15" E 5.46' 4" PVC
6 N 40'43'43" E 17.00' 8" PVC -------1------------
7 N 40'43'43" E 18.38' 8" PVC
8 N 49'16'17" W 3.03' 4" PVC
9 N 40'43'43" E 23.28' 8" PVC
10 N 49'16'17" W 3.31' 4• PVC
1 1 N 26'36'40" W 13.69' 4• PVC
12 N 40·43'43• E 29.41' 10" PVC
73 N 49"16'17" W 3.13' 4" PVC
14 N 40"43'43" E 12.15' 10" PVC
75 N 45"46'20" E 20.37' 10" PVC
16 N 45"46'20" E 5.41' 10• PVC
17 N 49°16°17" W 4.94' 4" PVC
18 N 40"43'43" E 4.06' 4• PVC
19 N 43°17'08" W 18.96' 6" PVC ·------
20 N 49'16'17" W 29.14' 6" PVC
21 N 4"19'25" E 32.02' 4" PVC
22 N 6°43'10• W 15.37' 4" PVC
23 N 45"15'41" E 4.76' 4" PVC
24 N 85"47'45" W 35.39' 6" PVC
----
25 N 4"12'15" E 3.77' 4• PVC
26 N 39"49'55" W 5.25' 4• PVC
27 N 85"47'45" W 18.96' 6" PVC
-
28 N 4"12'15" E 3.77' 4" PVC
·29 N 85"47'45" W 23.96' 6" PVC
30 N 4"12'15" E 3.77' 4" PVC
31 N 85"47'45" W 17.29' 6H PVC
------
.J? N 4"12'15" £ 2.93' 4" PVC
33 N 85"41 '05" £ 16.14' 6" PVC
34 N 85"47'42" W 12.04' 6" PVC
35 N 4"19'25" £ 2.39' 4 11 PVC -
36 N 4"19'25" £ 10.96' 6" PVC
.J7 N 4"19'25" £ 37.91' 6" PVC
38 N 61°08'29" W 5.73' 4" PVC
39 N 68°10'06" £ 5.81' 4" PVC --
40 N 4·00 '03" £ 43.53' 6" PVC
41 N 72"33'55" W 14.05' 6" PVC
42 N 74"27'13" W 22.26' 6" PVC
43 N 4"11'35" E 3.77' 4" PVC
44 N 86"12'20" W 34.37' 6 11 PVC
45 N 40"48'59" W 5.33' 4" PVC
46 N 4"11'35" £ 3.77' 4" PVC
47 N 85"59'57" W 27.70' 6" PVC
48 N 4"00'03" £ 3.94' 4• PVC
49 N 80"00'23" £ 7.30' 6" PVC
50 N 4"00'03" E 2.27' 4• PVC
51 N 4"00'03' £ 11.61' 6" PVC
52 N 4"00'03' £ 37.31' 6" PVC
53 N 79"27'21" E 12.65' 6" PVC
54 N 67°26'00" £ 52.69' 6" PVC
55 N 22"34'00" W 8.01' 6" PVC ..
!)6 N 65"48'00" £ 4.60' 6" PVC
57 N 22·34 'oo· w 28.34' 6" PVC
58 N 26"52 '28" £ 5.97' 4" PVC
59 N 67°26'00" £ 4.801 4" PVC -----
60 N 22·34 ·oo· w 33.50' 6" PVC
61 N 67°26'00" E 4.43' 4" PVC
62 N 22"34'00" W 23.49' 6" PVC
63 N 67°26'00" E 4.67' 6" PVC
~ -
64 N 22'34'00" W 24.72' 6" PVC
65 N 18"26'44" E 13.69' 6" PVC
66 N 67°26'00" E 41.89' 4" PVC
67. N 50"22'35" W 6.43' 4" PVC
68 N 25"32'56" W 42.69' 6" PVC
69 N 78"37'11" W 10.07' 6" PVC
/{) N 82°05'14• W 6.59' 6" PVC
71 N 3°50'50" W 4.21' 6" PVC
72 N 61"45'35" E 22.74' 6" PVC
i 73 N 28°14'25" W 3.67' 4" PVC ,_ .. ----------
74 N 18°58'34" E 5.46' 4" PVC
75 N 61°45°35" E 33.96' 6" PVC
i 76 N 28"14'25" W 3.83' 4" PVC
77 N 61°45'35" £ 29.70' 6" PVC
78 N 28"14'25" W 3.84' 4" PVC ' . 79 N 49"16'36" £ 29.04' 6" PVC
80 N 28"14'25" W 50.37' 6" PVC
60 N 61°45'35" £ 5.17' 4• PVC ·--
82 N 51"07'20" W 13.84' 4• PVC
83 N 60"35'51" W 7.59' 6" PVC
84 N 47°17'57" E 3.74' 4• PVC
85 N 2·35•34• £ 5.36' 4• PVC --
86' N 47°17'57" £ 3.66' 4" PVC
' 87 N 42'42'03" W 31. 17' 6" PVC
88 N 47°17'57" £ 3.74' 4" PVC
89 N 63"12'04" E 4.32' 6" PVC
HUNSAKER
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5 A N DIEGO, INC.
Pl ANNING 10179 Humn('kms Street
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EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK CARPE;NTER AT (619) 520 9557
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAD£ AVAILABLE AT ALL
TIMES DURING TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SIT£ AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF TH£ ENGINEERING INSPECTOR.
4. TH£ CONTRACTOR SHALL RESTORE ALL EROS/ON CONTROL DEVICES TO WORK/NC ORDER
TO TH£ SATISFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RAINFALL.
5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY fNG/N££R DU£ TO UNCOMPLETED GRAD/NG OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. TH£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDIT/ON.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED ARf.AS AROUND TH£ PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF
SLOP£ AT THE CONCLUSION OF EACH WORK/NG DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT TH£ END OF EACH
WORK/NG DAY WHEN TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER f.ACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MIN/MUM AGGR[GRATE.
11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PR/OR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED /N ACCORDANCE WITH SECTION 35.023 OF
TH[ EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONS[RVA TION,
STATE OF CALIFORNIA.
12. ALL AREA ORA/NS SHALL BE CAPPED UNTIL LANDSCAPING IS INSTALLED.
B.
C.
D.
TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROS/ON CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD
SPECIFICATIONS AND THE FOLLOWING:
A HYDROS££D/NG SHALL B£ APPLIED TO:
1. ALL SLOPES THAT ARE GRAD£D 6: 1 (HORIZONTAL TO VERT/CAL) OR STEEPER
WHEN TH£Y AR£:
a. THREE FEET OR MOR£ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE /N HEIGHT.
2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS
EXIST:
o. NOT SCHEDULED FOR IMPROVEM£NTS(CONSTRUCT/ON OR GENERAL
LANOSCAP/NG) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY TH£ PARKS AND RECREATION DIRECTOR AS HIGHLY
VIS/BL£ TO TH£ PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY ENG/NEER
THAT WARRANTS /MM£0/AT£ TREATMENT.
HYDROS£ED£D AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOW/NG
CRITERIA:
1. ALL SLOPES THAT AR[ GRADED 6: 1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET /N HEIGHT SHALL 8£ /RR/GATED BY HAND
WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER H£ADS PROV/DING 100% COVERAGE.
b. GR£ATER THAN B FEIT IN HEIGHT SHALL B£ WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROV/DING 100%
COVfRAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GAT£D AS APPROVED BY THE CITY
£NG/NEER, PR/OR TO HYDROSEED/NG. THE DEV£LOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE /RR/GA TION TO TH£ CITY ENGINEER. TH£
PROPOSAL SHALL BE SPECIFIC REGARDING TH[ NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF TH£ PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEV£L OF THE SOIL AT THE
OPT/MUM LEVEL FDR THE GROWTH OF TH£ HYDROSEEDED GROWTH.
HYDROS£ED/NG MIX SHALL CONS/ST OF ALL OF THE FOLLOWING:
1. S£ED MIX SHALL CONS/ST OF NO LESS THAN:
o. 20 lbs. PER ACRE OF ROS£ CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. J lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILL£A M/LLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1/2 /b. PER ACRE OF 0/MORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITT£D ON
LOCATIONS WH£R£ TH£ AREA BEING HYDROS£[DED IS NOT VISIBLE. FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE /NOC ULA TED WITH A NITROGEN
FIXING BACTERIA AND APPL/ED DRY EITHER BY DR/LL/NG OR
BROADCASTING BEFORE HYDROSEEDING.
,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO TH£ JOBS/TE IN
UNOPENED CONTA/N£RS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PR/NTEO ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY B£ ADDED TO THE HYDROSEED
SLURRY AT TH£ DISCRETION OF TH£ CONTRACTOR.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO L£SS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY B£ SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOP£ BY MEGHAN/CALLY PUNCH/NG NO LESS THAN 50% OF
THE STRAW INTO TH£ SOIL.
3. FERTILIZER CONS/STING OF AMMON/UM PHOSPHATE SULFAT£, 16-20-0, WITH
15% SULPHUR APPLIED AT TH£ RAT£ OF 500 lbs. PER ACRE.
AR£AS TO BE HYDROS£ED£D SHALL BE PREPARED PR/OR TO HYDRDS£ED/NG BY:
1. ROUGHEN/NG TH£ SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF:
o. TRACK WALK/NG SLOP£S STE£PER THAN 6: 1
b. HARROW/NG AREAS 5:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPP/NG AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE.
2. CONDIT/ON/NG TH£ SOILS SO THAT IT IS SUITABLE FOR PLANT/NG BY:
o. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED 8£0.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH/NG OR
COVERING SAL/NE SOILS TO PROVIOED VIABLE CONDITIONS FOR GROWTH,
£. HYDROSEEDED AR£AS SHALL BE MAINTAINED TO PROV/DE A VIGOROUS GROWTH UNTIL
TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSE£D/NG IS
TH£ P£RMANENT LANDSCAPING, UNTIL TH£ PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huennekcns Strec~
lNGINEERING San Diego, Ca 92121
SURVEYI\JG PH(858)558-4500· FX{858)558-1414
CRUSHED AGGREGATE GREATER THAN J"
BUT SMALLER THAN 6"
FIL TfR FABRIC
ORIGINAL
GRADE
12" MIN. UNLESS OTHERWISE
SPEC/F/£D BY A SO/LS ENGINEER
SECTION B-B
N.T.S.
CRUSHED AGGREGAT£ GREATER THAN J"
BUT SMALLER THAN 6"
CURRUGA T£D STEEL PANELS
ORIGINAL
GRADE
12" MIN. UNLESS OTH£RWISE
SPECIF/ED BY A SOILS ENG/NEER F/LT£R FABRIC
SECTION A-A
N.T.S.
NOTE: □ CONSTRUCT SEDIMENT BARRl£R
AND CHANN£L/ZE RUNOFF TO
SED/M£NT TRAPP/NG DEV/CE
~~
S£D/MENT TRAPPING
DEVICE
f2 i:5
CORRUGATED STEEL PANELS
10' MIN. OR
GRAV[L FILTER~'---OVERFLOW
WIRE SCRE£N
FILTERED WATER
~-·-...................... ··---------------------. .,.-.. 7···--.· .. ·········.:·:·:··
RUNOFF
WATER WITH
SEDIM[NT
11 1 ,WITiillWIWI 111]]1 I I ;:;;:'8:: • ···:m __ m m
--DROP INLET
WITH GRATE
·TTj~ -<I
S£DIMENT
---coNCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLET
WITH GRATE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT/SJ
RUNOFF WATER
WITH SEDIMENT
.
STAKED
STRAW BALE
2X6 STRUT/SI
FILTERED
WATER
-111_ ,. I AS REQUIRED TO
ACCOMODATE
ANTIC/PA TED
-TRAFFIC, WHICHEVER """'=-=-~ ~ !rn!,"cn!..!J• ••
• 24' MIN. IS GREATER
50' MIN.
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE
TIRE, WHICHEVER IS GRrATfR
PLAN
N.T.S.
STABILIZED CONSTRUCTION ENTRANCE
FLOW ----
ANGLE FIRST STAK£ TOWARD
PREV/OUSL Y LAID BAL£
FLOW ----1►
fMB[QDING DETAIL
4" VERT/CAL FACE
--WIRE OR NYLON
BOUND BALES
PLACED ON TH£
CONTOUR
~ 2 RE-BARS.STEEL PICKETS.OR
-~ 2"X 2" STAKES 1 1/2' TO
2' /N GROUND
ANCHORING DITAIL
" DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SET POSTS AND EXCAVATE A
4 BY 4 /N (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TH£ UN[ OF POSTS.
3. ATTACH THE FILTER FABRIC TO
TH£ WIRE FENCE AND EXTEND IT
INTO TH[ TRENCH.
2. STAPLE WIRE FENCING TO
TH[ POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT TH£
EXCAVATED SOIL
SILT FENCE
STRAW BALES
STAKED WITH TWO
STAKES PER BALE
£ND AND SIDE
OVERLAP AT
CORN[RS
2X6 STIIUT(SI
REOU / RED WH[N
NOTED ON PLANS
Ill :is~ -.::.,.. -
~17-----..... ~1:J;:
~ ~
11 I ' I\ l'ti I 1/i I t 11 ti V / 11 t:i' ~ 11 1□ I\ ,,f//,n;1, 'I' / /'1"/1, 1,1//)111
HAY BALE SILT BARRIER
GRAVEL BAG$ OVERLAP
ONTO CURB ..
RUNOFF
GAP B£TWEEN BAGS
ACTS AS SPILLWAY
J FT (0. 9 M) MIN.
THREE LAY£RS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
9 IN. rARTHEN RIDGE
l
_ _ _ _ ,=I-II
MIN.
2 FT
TT II ffi TT'"
UNLINED SWALE & BERM
ENGINEER OF WORK
"AS BUILT"
RC£----E:XP. ____ _ i~r
DATE
REVIEWED BY:
INSPECTOR
A
POINTS A SHOULD B[ HIGH£R THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
CING, S'(MIN.J SPA
FOR vtHICLE
ACCESS J
-1
ii; ~
~ § "' o:i ;!,~
' I
(B)
L=DISTANC£ SUCH THAT POINTS
A AND B ARE OF £OVAL ELEVA T/ON
GRAVEL CHECK DAM
SWALE
,._,,,.., 1,1,1 V
(SE[ TABLE: BEJ.OW}
--':ENTE:Rl/NE"
A-
'It
~IRE"CnDN OF 1kt:.l:.I FLOW )o
~
I
j
CM)
GR4"2rL BAGS (TYP.)
5% ROADBE"D w-7,
WIDTH
~r NTERLINE i :s gi 41 ,
r
DATE
~ -~
X
'It SWALE" 'It
Ill Ill
A ,_ PLAN
NO SCALE:
ON£ BAG MIN.
FIRST ROW OF BAGSV_SECTION A A TO B£ HALF BUR1£D -
NO SCALE
STREET SLOP£ INTERVAL
LESS THAN 2X 200'
2X TO 4X ,oo'
4X TO 10X 50'
MORE: THAN 1 OX 25'
NOTE: PROVIDE VELOCITY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
INDICATED ABOVE.
s· l!J'(MIN.) SPACING FOR
VEHICLE ACCESS
20 JI/ •
JI -40 • , -
1 -60· 10.
' I ·/U ,,
GRAVEL BAG VELOCITY REDUCER
NO SCALE
DA TE INITIAL DATE
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE 2 E.A.
SILT FENCE 3,300 L.F. -0---0----0----
GRAVEL BAGS 7,000 EA.
INITIAL
HYDROSEEDING 25,368 SF
FIBER ROLL x LF
Rf OR TOP SLOPE PL/TOP SLOPE: I
I 't.
I
I WEIR
BAG
HIGH
1rGRAV£'L BAGS ;f r (J BHIGH)
B
GRAVEL EAGS(W / WEIR)
NO SCALE
I
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FIRST ROW GRAVE:L FILLE:D
HALF BURR/ED, / BAGS AT WEIR (TYP)
-~=' -DIRECTION OF FLOW
PL.AC£ ADDITIONAi. GRAVEL__.,,,,,;:, · ~
FILLED BAGS AT W£1R
WHERE APPLICABLE SECTION D-D
NO SCALE
FIRST ROW ,r GRAVEL BAGS (TYP.)
HALF BUR~
SECTION E-E
NO SCALE:
~ CITY OF CARLSBAD I SH{rs I ~ ENGINEERING DEPARTMENT
DA TE INITIAL
PRECISE GRADING FOR:
VILLAS DE LA COSTA
EROSION CONTROL DETAILS
APPROVED LLOYD B. HUBBS 6' Y
44-:::&-a. ~ *''4.,, CITY ENGINEER tKtE ~]2/31 /05 DAT£
OWN BY: --r+-
CHKD BY: ~ PROJECT NO. DRAWING NO.
415-4B ENGINEER Or WORK REVISION DESCRIPTION
DAT£ OTHER APPROVAL CITY APPROVAL RVWD BY:~--C. T. 02-29
R:\0206\&Eng\Prccise Groding\0205,0G10.dwg[ 12/.'.J]Apr-08-2C04, 13:01 W.O. No. 2091-037
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HUNSAKER
& AS SOCIA TES
SAN DIEGO, l\lC
101;iq HuPnl'lf'kens Street
San 11iPgo, Ca 92121
PH{8S8)SS8-4500· FX{R'iR)'i58-1414
--~'->.,.,_-....
20
SCALE 1 "= 2D'
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ENGINEER OF WORK
'fJi¢r L 'ARTTN
RA~; 48670 EXP, 6/30/04 RC~
DATE
RC£
REVIEWED BY:
INSPECTOR
"AS BUILT
EXP
/
"
DATE
DATE
O,', TE INITIAL
£NGIN££R OF WORK REVISION DESCRIPTION
O,',TE INITIAL O,',T£ INITIAL
CITY APPROVAL OTHER APPROVAL
TY OF CARLSBAD C I ENGINEERING DEPARTMENT
PRECISE GRADING FOR: LA COST A
VILLAS DE
EROSION CONTROL
APPROVED LLOYD B. 7~ ~/--~~rf /4 t1f f"',,:C .tif_ ~ EX 2/311o5
CITY ENGINEER ~ DRAWING NO,
PROJECT NO. 48 ~:o~~ ~ C.T. 02-29 415 RVWD B~
'',/ 04 . ·,rod:n \0206PG"/ 1.dwg[ 2074J, er .\ 0206\ &Er;g\PrP.c:1.se c; , g R. \ I 2004:09:23 W,0, No, 2091 037
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HUNSAKER
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& ASSOCIATES
SAN OIECO, INC
PlANNING 10179 HuennckeoJ Street
ENGINEERING San Diego. Ca 92121
SURVEYING PH(858)SSH500· FX(858)SS8·1414
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SEE DRAWING 4I5-4L
PER WG. \ EXIS~NG
~ PROT, TIN
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PER MAP NO. 14818
1280.5 I
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280.J TG
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91.22'
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NOTE: CONTRACTOR REQUIRED TO CONSTRUC PHASE 2 GRADING AND
IMPROVEMENTS PER DRAWINGS 415-4 AND 415-4, RESPECTIVELY
NOTE: EXISTING TEMPORARY FIRE STATION A D SLOPE EASEMENTS OVER
LOT I QUITCLAIMED PER DOC. 2010-JJ4J19, REC. 7/1/10.
\ PER OWG. 4I5-4A
PROTECT IN PLACE
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ENGINEER OF WORK
kt(~?,:J-t:;/4'f It~
DATE RC£ NO 48670 EXP. 6/30/12
216.J 1£
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PROTt~T IN P CE DWG. 415 4
PHASE 2 EARTHWORK QUANTITIES*
CUT: 80 CY v,c ''-1------\------i-, --t------r-, FILL: 480 CY
REMEDIAL: 250 CY
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DATE
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DATE
a,
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DATE INITIAL
ENGINEER OF WORK
*ouANT/T/ES SHOWN ARE FOR BONDING ONLY AND ARE NOT ro BE USED FOR BIDDING, BUDGETS, OR OTHER PURPOSES. -====
L--L--==---==s7----
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REVISION DESCRIPTION
0 10 20 30 ' \ \' ~ I~
SCALE1"=10'
' ·11tg11,
DATE
/
/
k"h
INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
STORM DRAIN DATA
0 BEARING/OELTA LENGTH REMARKS
1 N 53'51'12" E 14.30' 6" PVC
2 N 68'12'0/" £ 44.42' 6" PVC
J N 16'54'40" W 5.67' 6" PVC
4 N 16'54'40" W 5.98' 6" PVC
6 N 15·54 '40" W 16.34' 6" PVC
1 N 59·07•45• £ 19.57' 5" PVC
8 N 7J'05'20" E 3.41' 6" PVC
9 N 16'54 '40" W J4.88' 6" PVC
10 N 7J'05'20" E 3.50' 5" PVC
11 N 60'08'54• W 5.09' 6" PVC
12 N 15'54'40" W J4. 18' 6" PVC
le N J6'17'40" £ 4.57' 6" PVC
14 N 82'5J'15" W 22.49' 6" PVC
15 N 58'24'12" E 1J.07' 5" PVC
..JQ N 58'24'12" £ 27,46' 6" PV(..
17 N 5tl'2.f-'12•E 5~-"(J' ~-~ I) -. .--_,....._ _ ___.. ... _ ·--~'----, ..... __ ~-..._ ___ ...
cm CITY OF CARLSBAD
ENGINEERING DEPARTMENT I s12sl
PRECISE GRADING FOR:
VILLAS DE LA COSTA
PHASE 2 PRECISE GRADING
1.;~:~:~ Ci [NGIN ER 3i~llU wfa 1 DATE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: JU,. C. T. 02-29 415-4B ..ll.Jl. RVWD BY:
R: \ 0206\ &Eng \Precise Grading\ 0206PG 12.dwg[]Sep-2J-20 I 0: 15:04 W.0. No. 2091-0Jl
BIN :