HomeMy WebLinkAboutDWG 407-6C; CT 01-04; CALAVERA HILLS VILLAGE U; 01-13GRADING NOTES
(IN ADDIT10N TO TH£ R8JUIRO/£NTS OF ~ 15.16 OF TH£
CARLSBAD MUNfC1PAL CODE.)
I. THIS Pl.AN SUPffiS£DES ALL OTHER PIANS PREVIOUS/.. Y APPROVED BY THF: Cf1Y
OF CARt.SIW) REGARDING GRADING SHOWN ON 1HIS SET OF PlAN5.
2. APPROVAi. OF 1HIS Pl.AN DOES NOT L£SSEN OR WANE" ANY PORTION OF THE:
CARLSBAD MUHICIPAI. CODE. RESOLU110N OF CONDfTIONAI. APPROVAL, Cf1Y
srANDAROS OR 01HER ADD/TIONAI. OOCUMfMS usrw HE:RE:ON AS 1HE:Y ~y
PERTAJN TO THIS PROJECT. TH£ ENG/NEER IN RESPONS/81.£ CHARGE SHALL
REVISE: THESE: PLANS WHfN NON-<XJHFORJMHCf IS DISCOVERED.
J. Cf1Y APPROVAi. OF PIANS DOES NOT REl.lfVf 1Hf Of\/fl.OPfR OR fNG/NffR-OF-
WORK FROM RE:SPONS/8/UTY FOR THF: CORRECTION OF ERRORS AND 0/,//SS/ONS
DISCOVERro DURING CONSTRUCTION. ALL Pl.AN REVISIONS SHA/.1. BE: PROMPn. Y
SUBl.flTTED TO 1Hf Cf1Y fNG/NfER FOR APPROVAL
4. A RIGHT-OF-WAY PERMrr FROM 1Hf Cf1Y ENGINfER Wll.l BE: REQUIRED FOR ANY
WORK IN 1Hf PUBLJC RIGHT OF WAY. PRIOR TO PfRMIT /SSUNK:f, A
CffmFICATE: OF INSURANCf MU5r Bf FILED NAl.f/NG 1H£ Cf1Y OF CARLS&ID AS
AN ADDITIONAi. INSURED ON THF: PERl.flTTf£'S POLJCY IN 1Hf l.flNIIIUM Al.fOUNT
OF lt,000,000.00 FOR EACH OCCURRE:NCf OF LJAB/UTY. P.J INSURANCE =~VU&W1tS::NH£DHAi -Gd11UnNG¾uftl A s(l£
S. UNLESS EXfl.fPTW BY SfCTION JOl.{b)S OF 1Hf UNIFORM BU/WING CODE,
RETAJNING WAI.LS Oll1'SIDE: OF PUBI..Jt RIGHI' OF WAY RE:QIJIRf SfPARA7E
PfRMllS FRO/,/ TH£ BU/WING DEPARrME:NT.
6. NO WORK SHALL BE COl.fME:NCfD UNTIi. ALL PfRl.fllS HAI-!: Bf£N OBTAJNEO FROM
71-lf Cf1Y AND 071-IER APPROPRIATE: AGENCIES.
7. APPROVAi. OF THfSf Pl.ANS BY TH£ Cf1Y E:NG/Na:R DOfS NOT AUTHORIZE: ANY
WORK OR GRADING TO 8£ PERFORME:D UNTIi. 1Hf PROPERTY OWNfR'S PERMISSION
HAS BffN OBTAJNfD ANO A VALJD GRADING PfRl,/IT HAS BffN /SSIJE:D.
6. NO REVISIONS Will 8£ IIADE: 70 71-IE:Sf PlANS wmKJUT 1Hf WRITTE:N APPROVAi.
OF 71-lf Cf1Y E:NGINfER, NOTED WITHIN 1HE: RE:vtSION BLOCK, ON 71-lf
APPROPRIATE: SHfil OF 71-lf PlANS AND TH£ Tl11.£ SHm.
9. ORIG/1/AJ.. DRAWINGS SHALL BECOME 1HE: PROPERTY OF TH£ Cf1Y UPON BEING
SIGNED BY THf Cf1Y £NGINWI.
10. TH£ ORIGINAi. DRAWING SHALL 8£ R£V/S£D TO Rffi£CT AS-BUILT CON0/110NS
BY TH£ E:NG/NfER-oF-WORK PRIOR TO FINAJ.. ACCEPTANCE OF THf WORK BY THf
Cf1Y.
11. ACCESS FOR FIR£ AND OTHER £M£RG£N<:'f VEHICL£S SHN..L 8£ l.fAINTAINCD TO
1Hf PROJfCT Sf7f AT ALL TIMES DURING CONSTRUCTtoN.
12. WHERE TRE:NCHfS ARE WITHIN Cf1Y EAS£MfMS, A son.5 REPOffT COMPRIS£D
OF: (A) Slll,fMAR'f S~f,% UBORATORY WORK SH£ETS AND {C) COMPACTION CURVES, SHA/.1. 8£ S BY A PROFESSIONAL E:NG/N£ER ot tllf srATE: OF
OOJFORN/A, PRINCIPA/.1. Y DOING BVS/NfSS IN 1Hf F1fLD OF APPLJfD SOILS
MfCHANICS. 1Hf SOILS REPORT WILL Bf SUBlrt/TTE:D ro TH£ Cf1Y E:NGINE:E:RING
INSPE:CTOR WITHIN TWO WORKING DA\'S OF THE COl.fPl.£TION OF FlfW TESTS.
IJ. A SOILS COMPACTION REPOffT AND COMPt..JANCE: VERIFICATION ~G
ADHERENCE: TO RECOMMENDATIONS OUTLJNfD IN THf SOILS REPORT IS REOUIRED
PRIOR TO 1Hf ISSI.JANCf OF A 00/LJ)ING PERt.llT. ALL CONT1Wl.l.£D GRADING
SHAJ.l BE: DON£ LINDER 1Hf DIRECTION OF A PROFFSSIONAL fNG/NfER OF THf
5rATE: OF CALJFORN/A PRINCIPALLY DOING BUS/NfSS IN THf FIWJ OF APPLIED
SOILS IJfCHANICS. Al.l F1LL OR FUTURE: FILL AREAS SHALL 8£ CONS1RUCTE:D IN
ACCORDANCf WITH THf Cf1Y OF CARLSBAD 5rANDARO SPfCIFICATIONS AND THf
• EARTHWORK SPfC/F1CATIONS • ATTACHED TO THf PRELIIJINARY SOILS
IN\IE:STIGATION. ONLY FIWJ COMPAC110N REPORTS WILL BE: SUBIJ/TTE:D TO 71-1£
PROJECT INSPE:CTOR.
14. A PRECQNSIHUCUQN t,lmlNG Sf/ALL El£ HEI Q AT TH£ SITf; PRIOR TO THE
BEGINNING OF WORK ANO SHA1L El£ ATTENDED JfL Ml. REPRESENTATW
.BfSPONSIBLE FOR CQNSTRUCUQN. INSPECUON, SUPERVISION, TFSTING ANO ALL
QIHER ASPECTS OF TH£ WDR~ THf CONTRACTOR SHALL SCH£DULf THE MffJING
1HROUGH THf PfRMIT Cl.ERi( 602-4601) AT LEAST FM: (S) WORKING
ll4l'S PRIOR TO srARTING CONSTRUCTION. APPROVED bfl.AWINGS MUsr BE:
AVAJLABL£ PRIOR TO SCHfDULJNG. THf GRADING PERMIT WllL Bf PROVIDfO BY
THf PROJE:CT INSPfCTOR AT THf MffTING.
15. ALL INSf'(CTIDN REQUESTS QntER 1l;IAN FOR PRECQNSTRIJCTION llffi/NG Will B£ fvW,OR;§,1~!:!ou#iH{ll~!WlizNf5l-foJlfoJvi:
THf NEXT WORK DAY UNl£SS YOU R£QIJfST OTHERW/Sf. RfQU£STS AIADf AmR
2:00 P.IJ. WILL Bf SCH£0UlfD FOR TWO FULL WORK DA\'S LA'TtR.
16. 1Hf OWNER AND/OR APPLICANT THROUGH TH£ 0£\fiOPE:R AND/OR CONTRACTOR
SHALL DfSIGN, CONSTRUCT AND WJNTAJN Al.l 5'1FE1Y DEVICES, INCLUDING
SHORING, AND SHALL 8£ SOL.£!.Y RESPONSIBI.£ FOR CONFORl.flNG TO ALL LOCAL,
srATE AND F£0£RAJ.. 5'1FE1Y AND HEALTH srANOARDS, LAWS AND REGULATIONS.
17. THf CONTRACTOR SHALL CONF'ORlol 70 LABOR CODf SE:CTION 6705 BY SU8IJITTING
A DETAJL Pl.AN TO TH£ Cf1Y fNG/NffR AND/OR CONCfRN£D AGfNCY SHOWING
1Hf DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ IJADE:
OF WORKER PROTE:CTION FROIJ THf HAZARD OF CAVING GROUND DURING THE:
EXCAVATION OF SUCH TRENCH OR TRE:NCHfS OR DURING THf P/Pf INSTAI.LATION
THEREIN. THIS PW/ IJUsr 8£ PREPARED FOR Al.l 1Rf.NCH£S FM: FffT (5') OR
IJORE IN DEPTH AND APPROVED BY 7H£ Cf1Y ENGINEER ANO/OR OONCfRN@
AGENCY PRIOR TO EXCAVATION. If THE PIAN VARIES FRON llf£ SHORING SYSrEM
STANDARDS ESTABLJSHfD BY 1H£ CQNSUWCT1QN SAff1Y ORDERS, UU.£ B
CALIFORNIA AQIJIN/STRATM'. COD£, llf£ PLAN SHAU. BE PREPARED BY A
REGISTERfQ ENGINEER AT llf£ CONTRACTORS EXPENSE. A COPY OF TH£ OSHA
EXCAVATION PfRMIT IJUsr BE: SUBIJ/TTE:D TO 1Hf INSPECTOR PRIOR TO
EXCAVATION.
18. NO Bl.AST/NG SHALL BE: PERFORl.f£D l/NTIL A VALJD BI.A511NG PERMrr HAS B££N
OBrAINfJ) FROM THf Cf1Y OF CARLSBAD. SUBMTT APPLICATION FOR Bl.AST/NG
PERl.f/T Will. IN ADVANCf OF THf SCHEDULING OF BI.ASTING OPERATIONS.
19. If ANY ARCHAEQLOGJC.,M RfSOIIRCFS ff OISCQ\IERED WlllftN ANY WORK ARfA
DURING CQNSTRUCUQN, QPERAUQNS WflL CEASE; IMMEDIATELY, AND THE:
P£RMITTf£ WILL NOTIFY TH£ Cf1Y ENGINEER. OPERATIONS WILL NOT RfSTART
UNTIL THE: P£RM/TTE:£ HAS RfCE1V£D WRITTE:N AUTHORITY FROM THf Cf1Y
fNG/NfER TO DO SO.
20. ALL OPERATIONS CONDUC1ED ON TH£ SIT£ OR ADJACENT THERfTO, INCLUDING
WARMING UP, REPAJR, ARRIVAL, DEPARTURE OR OPERATION OF TTlUCKS,
EARTHMOVING fOUIPl.fE:NT, CONSTRUCTION E:OUIPI.IE:NT AND ANY OTHER ASSOCIA'IED
GRADING fQUIPl.l£NT SHALL 8£ LJMITE:D 70 THf PERIOD 8EJWffN 7:00 AM. AND
SUNSET EACH ll4Y, MONDAY THRU FRIDAY AND NO EARTHl.fOVING OR GRADING
OPERATIONS SHALL 8£ CONDUC1ED ON wrn<fNDS OR HOLJDAYS. {A LJSr OF Cf1Y
HOLJDA\'S IS AVAILABt.£ AT TH£ ENG/NfERING DEPARTMENT COUNTE:R.)
21. ALL 0Ff-SCT£ HAUL RQU7ES SHALL BE SUEIMITTEQ BY Tlf£ CONTRACTOR 7D ntE
coY ENGINEER FOR APPROVAL 1WQ fl/Lt WORKING OdYS...fRIOB TO BEGINNING Of
1l!2B1S.
22. IMPORT ~TERW. SHALL 8£ OBTAINfD FROM, AND WASTE: MA1ERIAI. SHALL BE:
DEPOSITED AT, A Sf7f APPROl/fO BY THf Cf1Y ENG/NffR. nt£ CONTRACTOR
SHA1L BE RESPQNS/BLE FOR ANY DEBRIS OR OO!AGE; OCCURRING ALONG Ill£ lfA/JL
RQUIES OR AQJACENT-STR£EIS AS A RESll/ T OF 1H£ GRADING QPH?AUQN,
2J. BRUSH SHALL BE: Rfl#OllfD ONLY WITHIN THf AREA TO 8£ GRAD@. NO TREES ARE
TO BE: RflJOVE:D IJM.£SS SPfCIFICALL Y N01ED ON THf Pl.AN.
24. Al.l AREAS SHALL 8£ GRADfD 70 DRAIN.GRADING RfSULTING IN THf PONDING OF
WATE:R IS NOT PfRl,/ITT£D. Al.l EARTHEN SWAl.fS AND DITCHfS SHALL l+\1-E' A
l.flNIIIUM ONf PfRCE:NT SLO/>£
25. THfSE: PLANS ARE SUBJE:CT 70 A S/GN£D AND APPROVfD SET OF EROSION
CONTROL PlAN5. £ROS/ON CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY
THf Cf1Y ENGINEER OR AS 0/RfCTE:D BY TH£ PROJfCT INSPE:CTOR.
26. A/.1. SLOPE:s SHALL 8£ TRl/,/MED 70 A FINISH GRADE: TO PRODUCf A UNIFORM
SURFACE: AND CROSS SfCTION. THf Sf7f SHAI.L 8£ LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONE:S, R001S OR OTHfR DEBRIS SHALL BE: Rfl.fOVE:O
AND DISPOSfD OF AT A SflE APPROVED OF BY THf Cf1Y ENG/NfER.
27. ALL SlOPfS SHAI.L 8£ IRRIG4TE:D, 5rABILIZED, PWIT£D AND/OR HYDROSE:£0£0
WITHIN 7£N (10) DA\'S OF THF: Tll.fE: WHEN .fACH S/..OPf IS BROUGHT TO GRADE:
AS SHOWN ON THf APPROVED GRADING Pl.ANS.
28. LANDSCAPING SHALL 8£ ACCOMPLJSHfD ON ALL SLOPfS AND PADS AS RfQU/REO
BY 1Hf Cf1Y OF CARt.S8AD LANDSCAPE: ~ THf LANDSCAPING PLANS FOR
THIS PROJE:CT, DRAWING NO. f07-6L, AND/OR AS DIRECTED BY THf Cf1Y
fNG/NfER OR PLANNING DIRfCTOR.
29. TH£ CMNER/APPUCANT SHALL INSURE THAT A/.1. CONTRACTORS SHALL COORDINA'Tf
THf WORK OF THfS£ GRADING PIANS WITH THAT SHCJWN ON BOTH 71-lf I.ANOSCAPE:
AND IRRIGATION PLANS ANO THE ll.fPROVflJE:NT PLANS AS REQUIRED FOR THIS
WORK IN ACCOROANC£ WITH THf I.ANDSCAPf MANUAi. Tll.fE: RfQUIREl.fE:NTS.
CALAVERA
JO. STORM DRAIN PIPf SHA/.1. BE: RBNFORCfD CONCRETE: PIP£ WITH II MIN/l.flJM
0-LCWJ OF l,J50. FOR PRIVATE: STORM DRAIN PIPES, UP TO ts• PK: MAY 8£
U11LJZfD PROVIOCD DEPTH IS LESS THAN 15 FffT ANO BACKFILL£D WITH J/4 •
Roel< PER SDRSD S-4 1YPf ·c· AND PIPf IJffTS A5Tl.f srANOARD JOJ4 FOR
SDR J5 SOL/0 WALL PIP£
JI. WHERf AN EXISTING PIPf LIN£ IS TO BE: ABANDONED AS A RfSULT OF 1HE:
GRADING OPfRATION, IT SHAI.L Bf R£1JOV£0 WITHIN TWENTY FffT OF 8Ulf..DING
OR STRID AREAS AND REPLACED WITH PROPfRI.. Y COMPACTE:D SOILS. IN OTHER
AREAS 1HE: P/Pf WILL Bf PLUGGED WITH CONCRfTE: OR RflJOVfD AS APPROI-E'D BY
1Hf Cf1Y fNG/NfER.
J2. THf CONTRACTOR SHALL VERIFY THF: LOCATION OF A/.1. E:XISTING FACH../TlfS
(ABOI-E GROUND AND UND£R GROUND) WITHIN 71-lf PROJfCT Sf7f SUfflClfNTI.Y
AHEAD OF GRADING TO PfRl,/IT TH£ REVISION OF 1HE: GRADING PIANS IF IT IS
FOUND THAT THf AC1UAI. LOCATIONS AR£ IN CONFLJCT WITH THf PROPOSfD
WORK.
JJ. THf CONTRACTOR SHALL NOTIFY N'fECIEO UTIUTY COl.fPANlfS (SEE BEZ.OW) AT
LEAST 2 FULL WORKING DAl'S PRIOR TO 5rARTING GRADING NEAR THf/R
FAC/LJTlfS AND SHALL COORDINATE: THf WORK WITH A COMPANY REPRfSE:NTATIVf.
UNDERGROUND SERVICE: ALERT
SDG&£
PACIFIC BELL
ADW'HIA CAB!.£ CO/NUN/CATIONS
Cf1Y OF CARLSBAD(STRffTS AND STORM DRAIN)
'CARLSBAD l.fl/NICIPAI. WA'TtR DISTRICT(WATE:R,Sf:WE:R,RW)
'SAN DlfGUITO WA'TtR DISTRICT
*l£UCAD/A COUNTY WATER DISTRICT
"VAl.l£CITOS WA'TtR DISTRICT
'OIJVE:NHAJN WA'TtR DISTRICT
*BUENA SANITATION DISTRICT
~
'800=22-4/JJ 800 680-7J4J
800 '2-012J
!£6f-7741 60 -2980
60 ,f.JB-2722
i(76;~fJ=i?J
60 7#-D460
60 7SJ-6466
19 726-1J40
•AS PROPR/ATE
J.I. PfRMIT COIJPI.JANCf R8JUIREl.f£NTS:
A .fg!j~!@.t(?!,I,~~~ -TH£ APPLICANT HIRES A CMt. ENGINEER,
SOILS ENGINfER, AND OR GrolOGIST 70 GM TE:CHNICAI. ADVIC£.,
OBSf:M AND CONIM:Jl. THf WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAi. COD£.
B. PRIOR TO FINAL APPROVAL Of A GR,iDING PfBl,lfT-THE FOLLOWING
REPOR1S MUsr Bf SU8"'11T£D TO THf Cf1Y E:NG/NffR VIA THf
PROJE:CT INSPECTOR { 15. 16. 120 A 10/ CARLSBAD MUNICIPAi. COD£:
(1) FINAL REPORT BY SUPERVISING GRADING £NG/NEER STATING ALL
GRADING IS COMPl.£TE:. ALL EROSION CONTROL, SLOP£ PlANTING
AND IRRIG4TION ARf IN5rAI.LED IN CONFORMANCE: WITH Cf1Y
CODf ANO TH£ APPROllfO PLANS (OBTAJN SAMPLE OF COl.fPLJANCf
l.£TTER FROM Cf1Y E:NGINffRING otPARTME:NT).
(2) AS-BUILT GRADING Pl.AN.
(J) REPOl?T fROl.f THf SO/LS ENGINEER, WHICH INCLUDES
RfCOWE:NDfD SOil BfARING CAPAC/11£S, A STAIDIE:NT AS TO
THf EXPANSIV£ QUAJ./1Y OF 1Hf SOIL. AND SIJl.flJARIE:S OF
FIWJ AND LABORATORY TESTS. THf REPORT SI/ALL Al.SO
INCLUDE: A STAIDIE:NT BY TH£ SOILS E:NG/Na:R THAT THf
GRADING WAS DONf IN ACCORDANCE WITH THf RfQUIREIJfNTS ANO
RfCDMIJ£NDATIONS OlfrL.INE:D IN TH£ PRE:LJMINARY SOILS REPORT
AND ANY SUPPI.El,/fNTS THERfTO.
(4) REPORT WITH AS-BUILT GrolOGIC Pl.AN, IF RE:QU/RfD BY THf
Cf1Y.
~ UM£SS A GRADING PERl.flT FOR THIS PROJfCT IS /SSUfD WITHIN ON£ (1)
YFAR AFTER TH£ Cf1Y ENGINEER'S APPROVAi.. THE:Sf PLANS ~y BE: REQUIRED
TO Bf RESU8"'/TTE:D FOR PLANCHfCK. PIMCHfCK FffS Will Bf RfQUIRED FOR
ANY SUCH RfCHfCK.
JS. TH£ SOILS REPORT Tm.ED, "UPDATE OF GfOTECHNICAJ.. REPORT.
CALAVERA HILLS, VILLAGE: ~ \.J • , CITY OF CARLSBAD, CALJFORNIA, •
PRfPARE:D 8Y GE:OSOII.S, INC. DATED 0:'1'01!1!-. 1-o, 1q'1q AND UPDATED
<:;en"eM.%e1!-.2.1, 2Ley SHALL BE CONSIDERED AS A PART OF THIS
GRADING PLAN. ALL GRADING SHALL BE DON£ IN ACCORDANCE WITH
THE RE:COMMfNDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS
REPORT.
LEG.AL DESCRIPTION
Bf/NG A SUBDMS/ON OF LOT 4 OF CARLSBAD TRACT NO. 00-02,
CAL.A~ Hit.LS, PHASE II, ACCORDING ro OFFICIAL MAP
THEREOF NO. 14541, IN TH£ CITY OF CARI.SfMD, STA TE: OF
CAJJFORNIA, AS FILED IN TH£ omcE: OF TH£ COUNTY RECORDER
OF SAN DIEGO COUNTY ON FFBRUARY 12, 200J.
PROJECT LOCATION
THIS PROJECT IS LOCATfD WITHIN ASS£SSORS PARCEL NUIJBER(S)
POR OF 168-040-29 AND 168-0•f.t-12
TH£ CALIFORNIA COORDINATE: INDEX OF THIS PROJECT IS 336-1671
REFERENCE DRAWINGS
Cf1Y OF CARLSBAD DRAWINGS 407-6 AND ,W7-6A
OWNERS I PERM lffll!iS
BROOKFl£/.D HOMES, INC.
12865 POINT D£L MAR, /200
D[L MAR. CA 920 14
(858) 481-8500
SOURCE OF TOPOGRAPHY
THf TOPOGRAPHY SHOWN ON THESf Pl.ANS WAS GENERATE:D BY
AERIAL SURI-EY IN JANUARY, 1999 BY SAN-LO AERIAL SURI-E'l'S.
TH£ TOPOGRAPHY SHOWN H£REON CONFORMS TO NATIONAJ.. MAP
ACCURACY STANDARDS.
LEGEND OF ABBREVIATIONS
PCR POINT OF CURB RETURN 8W BOTTOM OF WALL n: TOP OF CURB RP RADIUS POINT
GB GRAD£ BREAK N.T.S. NOT TO SCA/.£
81--c BEGIN VEJmCAJ. CURVE CTB CEl.fE:NT TREAT@ BASE rn: £NO VEJmCAJ. CURVf 1,/\.1:' MOD/F1£0 VEJmCAJ. CURii£
pt/ POINT OF /NrfRS£CTION GF GARIIGE FINISHED Fl. OOR
BC BEGIN CURV£ FF f1N/SH£O FLOOR
EC £NO CURV£ OF D££P£NED FOOTING HP HIGH POINT OPT OPTIONAL
LP LOW POINT TF TOP OF FOOTING
Fl. Fl.OW LIN£ FF FIN/SH£D FLOOR
FS FINISHED SURFACE GFF GARIIG£ FINISHED Fl. OOR
ST STR£ET OF D£EP£N£D FOOTING
RT RIGHT HP HIGH POINT
LT L£FT FS FIN/SH£D SURFACE
7W TOP OF WALL TG TOP OF GRATE:
IC VEJmCAJ. CURVE
HILLS VILLAGE u
Ci1Y
VICINITY MAP
N. T.S.
OWNER'S CERTIFICATE
I HER£BY CERTIFY THAT II mr SOllS ENGINEER OR GEOLOGIST HAS B££N OR WILL Bf R£f'AJN£1) ro SUPERVIS£
Ol£R ALL GRADING ACTMTY AND ADV/5£ ON TH£ COMPACTION AND STABIIJTY OF THIS SIT£.
,/P.
SOILS ENGINEER'S CBk1'1F1CATE
I. D1'\YIDW B(,EU.,y. Amr CML ENGINEER IN TH£ STATE: OF CAJ.JFORNIA, PRINCIPA/J.Y DOING BUS/N£SS IN TH£ F/£1.D
OF APPi.JED SOIL IJ£CHANICS, HER£BY CERTIFY THAT A SAMPLING AND STUDY OF THf SOIL CONDITIONS PREVALENT WITHIN THIS
SflE WAS l,IAD£ BY M£ OR IJNOfR MY DIRECTION ON TH£ D41l: OF SE'l7TT:M-~,i... 1!>,~ COMP/EE COP/fS OF TH£
SO/LS REPORTS COMPILED FROM THIS STUDY, WITH MY RE:COWENDATIONS, ~1£ B££N SUBMffTED TO TH£ OFFICE OF TH£ Cf1Y
£NG/NEER. FUtml£Rl.fORE. I ~1£ R£V/£W£/J 1H£5£ GRADING Pl.ANS AND CERTIFY THAT THf R£COW£NOAT/ONS INCLUDED IN THf
SO/LS REPORTS FOR THIS PROJECT l+\1-E' BEEN INCORPORATE:D IN THE GRADING Pl.ANS AND SP£CIF1CATTONS
~ il-: ~ ,w2 3' Zi>O'f =~ EXP. ll41E: ;~~ DATE
"DECLARATION OF RESPONSIBLE CHARGE"
I H£R!11'f O£CI.ARE THAT I AM TH£ ENGINEER OF lll7RK FOR THIS PROJECT, THAT I
~1£ £XERC/S£D R£SPONS/8l.£ CHARGE /MR THF: D£5/GN OF TH£ PROJECT AS
DEFIN£D IN SECTION 6703 OF 1HE: BUSINESS AND PROF£SSIONS CODE, AND THAT
TH£ D£SIGN IS CONSISTENT WITH CURRENT STANDARDS.
I I.IND£RSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SP£C/FICA110NS BY
TH£ cnr OF CARI..S8AD 00£5 NOT REl/£VE: ME, AS ENGINEER OF WORK, OF MY
R£SPONSIBll..ff/£S FOR PRa/ECT 0£SIGN.
FIRM: HUNSAKER A: ASWC/AlliS
ADDRESS: 10179 HIJ£NN£KQIS Alf'
CITY, ST.: SAN DIEGQ, Q4
~ (BSa)
BY.· Jy RAYlrlOND L MAKTIN
DATE: ~8'/_:1_/._o_'f ___ _
P.£. NO.: RCE ,f/1670 SHEET INDEX
EXPIRATION DATE: .,..6/J0""":/06'-""'--------
EARTHWORK QUANTITIES*
cur:
FILL:
EXPORT
R£IJ£DIAJ.
-4200 CY
0 CY
42CO tr
0 CY
* QUW11TlfS SHOWN AR£ FOR BONO/NG ONLY AND
AR£ NOT TO 8£ US£D FDR BIDDING, BUDGETS
OR OTHER PURPOSES.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PlANNl~G 10179 Huennekens Street
SH££T 1
SH££T 2
SH££T .J
SH££T 4 & 5
SHEET 6
SHEU 7 & 8
SHEET 9
SH£IT 10
SHEU 11-1J
TITLE NOTES
KE:YMAP AND DETAILS
GRADING PLAN PHASE 1
GRADING PLAN PHASE: 2
GRADING PLAN PHASE: .J
GRADING PLAN PHASE 4
GRADING Pl.AN PHASE 5
GRADING Pl.AN PHASf 6
EROSION CONTROL
WORK TO BE DONE
THf GRADING lll7RK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS, R£lrl£DIM. GRADINC.
DRAINAGE FACII.JTl£S, EROSION CONTROL FACIUTl£S, AND PLANTING OF PERAfANE:NT LANDSCAPING AND
PREPARATION OF AS-BUILT GRAO/NG Pl.ANS, AS-BUILT GEOLOGIC l.tAPS AND R£POHTS, AJ.L AS SHOWN
OR R£QUIR£D ON THIS S£T OF Pl.ANS AND TH£ Cf1Y STANOAROS, SP£CIFICATIONS, R£OUJREl,/fNTS,
RESOLUTIONS AND ORDINANCES crrm ON TH£S£ Pl.ANS.
TH£ GRADING WORK SHAU. BE P£RFORIJ@ IN ACCOROANCE WITH TH£ FDUOWING DOCUIEN1'S,
CURRENT AT THF: TIM£ OF CONSTRUCTION, AS DIRECT@ BY TH£ Cf1Y £NGIN££R.
1. CARl.SBAD IJUN/CIPAJ. COD£
2. CffY OF CARLSBAD STANDARDS.
J. THIS scr OF PIANS.
4. CITY OF CARI..S8AD PWINING COMMISSION R£SOLUTION NO. SJ(H., 5.J05 .t 5J06. ll4TED
11/06/02, Cf1Y COUNCIL RESOLUTION 2002-367, DA1ED 12/17/02
5.
6.
TH£ STANDARD SPECIFICATIONS FOR PUBllC WORKS CONSTRUCTION (GREEN BOOI().
SOILS REPONr AND RECOMM£ND4TIONS BY G£OSOILS, INC. DATE:D, OCtOStlL t..o,l'l'l'I UPll4TE:D Be-!'"I". iA, 2,003
7. TH£ SAN /J/£00 AREA R£GIONAL STANDARD DRAWINGS AND AS "4Y 8£ l,/(){)/f1£{) BY TH£ Cf1Y
OF CARLSBAD STANDIIRDS.
8.
9.
STORM WATER IIANAG£/JEJIT Pl.AN FOR CALAlrf'RA HllLS Vll.1AG£ /Jf'DATE:D S£PTE:M8ER 16, 200.J.
STORM WATER POLLUTION PREV[NTION PIAN (SWPPP), DAT[D 08/12/03.
LEGEND
DESCRIPTION
PROJECT 80/JNDAHY
RIGHT OF WAY
f'AS£MENT LIN£
STORlrl DRAIN (PRJVATF)
TYP£ ~. CL£ANOUT
l.fODlf1£D TYPE :4 • CI.EANOUT
TYP£ '8' CURB INIET
TYPE 'F' INLET
VOH1ECHNICS UNff
AR6I DRAINS
4• PK:
5• PK:
a· PK: ,o· PK:
BROWonr:H
SEWER IJANHOI.E .t RIM £/.£V
SEWER IATE:IW.. (6?
WATER S£1MC£
FIR£ HYDRANT ASS£IJBI.. y
GAil: VALi-!:
THRUST BLOCK
STRffT LJGHr
SPOT £/.£VIITIONS
EARTHEN SWAJ.£
OAYI.JGHT LIN£ (Lll,I/TS OF GRADING)
SLOP£ £I.IBANKIJENT (2: I /JAX,)
Pt/Bl.JC /ITILITY EAS£/JEJIT
£X/STING CONrOUR
FIN/SH CONTOUR
FcNC£ I.IN£
R£T'AJNING WALL n
SOUNDWAI..L
TYPE G-2 CURB .t GUTTER
TYP£ G-1 6" CURB
CUT/FIU LIN£
&ICKWATER VAL~ SYSTfM R£QIJIR£D
DEEP£NED FOOTING
DEPTH OF DE£P£NE1) FOOTING
NUUB£R OF STAIRS
H£JGHr OF STAIR RIS£R
CONCR£T£ STAIRS
I.DWER£D GARAGE FINISHED Fl.OOR
STD. DlfG,
0-9
0-2•
0-7
D-75
5-2
5-1J
W-1, W-2
W-10
W-17
C-4
G-2
G-1
SY)(AOL --------
---s--
==?
&7,j[f
►I
FS
_ili_
, 8c ~·
---1ao----
---0---0----0---0,--
----fl-----
MolS?9()@
0
ffi
11
®
IMPORTANT NOTICE
:no £A
4200 LF.
#BOLF.
3650 LF.
60fJ LF.
260 LF.
37 £A
*AS MODIFl£D P£R Cf1Y OF CARLSBAD STANDIIRDS
"CONS1RUC1ED BY SO'ARATE: PERl,fff
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SlmVEY IS THE
CENTfR LINE OF COLL£Gf BLVD PER l.fAP NO. 12950
/.,. N 38'22'40" E
SECTION 4216/4217 OF 711£ GOVERNMENT CODE
REQUIRES A DIGALERT IDE:NTIFICATION NUMBER 81
ISSUED B/:FOR£ A PERMIT TO EXCAVATE WILL 8£
VALID. FOR YOUR DIGAL£RT I.D. NUMBER CALL
UNDERGROUND SERVICE: ALERT AT:
TOLL FREE 1-800-422-4133
TWO WORKING DAl'S BEFORE YOU DIG
"AS BUILT" PLANNING DEPART¥ENT APPROVAL
JM,;O..o~~·?a.DAm'I/ I It>+ ______ _
D:11A1L J. BIJZMIIIIR, PWJIJIE DJJl!lCIIIR
?al,{~ o,mq/, /o't
RCE ____ EXP. ___ _ DAT[
REVIEWED BY:
.............., BJ: [)'},d,u/ G,,;M ...........,u.., . (PRDIT •Allll INSPECTOR DAT[
ENQNEERING San Diego, Ca 92121
SlJRVn'ING PH(R'ifl)'i.'i8"4SOO-FX(858)5.'i8·14-14
I SHlEET I CITY OF CARLSBAD I SHEETS I l---t---t------------------1----t---r---t---i ENGINEERING DEPARTMENT 13
1---t---t------------------1----t---r---t---i
t---+---+-----------------,---,---r---,--7 PRECISE. GRADING AND EROSION CONTROL PLANS:
BENCH MARK
DE.SCRIPT/ON: STANDARD M-10 STREIT
CENTERLINE: WELL MONUMENT
CALA VERA HILLS
VILLAGEU
ENGINEER OF WORK LOCA TJON: CE:NTE:RL/Nf OF fl CAMINO RfAL
AT fNGINffR'S STATION 454+92
PER R. S. 1 800-1
1----+--+-----------------t----t-----;---r----; APPROVED LLOYD B. HUBBS 07 .... f d.. -_,,,,;,:_ .... , "1/2,;/., ¥
RE.CORDED: COUNTY BENCH LfVf:LS (NO .
COUNTY VERT. CONTROL DATA)
ELEVATION: 68.479 DATUM: NGVD OF 1929
~~~_t:_
C[ NO 48670 [XP. 6/30/04
.t/4/4y
DATE.
l---t---t------------------1----t---r---t---i CITY ENGINEER?:'fiCE O ~ EXP121 5 ' DATE
DATE INITIAL DA TE !NIT!AL
ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
OWN BY:
CHKD BY:
l?VWD BY:
. ,----------, ,-----/. . PROJECT NO.
,/2( CT 01-04
DRAWING NO.
407-6C
WO NO 553-164
nl• I .
.....
00
'Tl "' I
.... 0\ wn
GENERAL NOTES
1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
3. FRONT, REAR AND SIDE YARD DIME:NSIONS SHOWN + ARE: APPROX/MA TE.
4. SETBACKS ARE ME:ASURE:S TO THE: NE:ARE:ST VERTICAL PROJECTION.
5. VE:RIFY IA YOUT AND DIME:NSIONS AT JOB SIT£.
6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES.
7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4' VE:RTICAL CURVE AT GARAGE AND
RIGHT OF WAY. SEE D£:TAIL BELOW
8. PROVIDE GRADING D£:PARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION.
9. ALL FILL TO 8£: APPROVED COMPACTED FILL.
10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARSLBAD STANDARDS.
11. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES.
12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45· TO THE HORIZONTAL. EXTENDING
DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT
INTERSE:CT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ETC.
13. FRONT WALK PER LANDSCAPE PLANS.
14. ALL DRIVE:WAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A.
15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND
ELEVATION AT HOUSE LINE: UNLESS OTHERWISE SHOWN.
16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT
PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND
ENGINE:ER BY CONTRACTOR FOR RESOLUTION.
17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS.
18. ALL PVC DRAIN LINES SHALL BE 4" SOLID WALL, SCHEDULE 80 (UNLESS OTHERWISE NOTED),
1 % MIN SLOPE.
19. ALL DRAINAGE: INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN
OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTE:D WITHIN THE PUBLIC RIGHI' OF WAY SHALL
BE BROOKS D12424-24" SQUARE CONCRE:TE: CATCH BASIN WITH METAL GRATE OR EQUAL.
20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0% SLOP£.
21. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS:
10' FRONT YARDS
13' REAR YARDS
10' SIDE YARDS
22, SEE SOILS REPORT DATED 10/20/99, PREPARED BY GEOSOILS, INC, REVISED 2/17/03
SCALE: 1"= 100'
KEY MAP
CD
[ill
SUBDMSION BOUNDARY
LOT LINES
BUILDING NOS.
SHEET NO.
PVC DRAIN SIZE PER PLAN-~
PAD "A"
P=100.0
FF=100.67
FOR ENHANCED PAIi! G IN COURTYARD SEE LANDSCAPE PLA S
~ ~
~
I::: C) e
~ "' GFF=10 •
TYPICAL DRAINAGE DETAIL
NOTES:
-TO DITERMINE F'S ELEVAnONS. SUBTRACT ELEVATTONS SHOWN
FROM APPROPRIATE PAD ELEVAnON.
-ALL ROOF DRAINS SHALL BE CONNECTED TO PRIVATE AREA DRAIN SYSTEM.
-THESE TYPICAL COURTYARD E:l£VA170NS SHOULD BE USED UNLESS OTHERWISE NOTED ON PLANS
-GARAGE FINISHED FLOOR ELEVATION IS AT FACE OF GARAGE DOOR.
SEE DITAIL BELOW FOR STEPS IN GARAGE.
-SEE PLANS FOR INVERT ELEVA 170N OF DRAIN LINES NOT SHOWN HEREON AS TYPICAL.
,, A"
• ◄ •
~ II ~
3' MIN
~ A ELEV
\...swALE P£f1 PIAN
DEEP FOOTING P£f1 PlAW
BALCONY--,-,,~ ~o + --□~
' '
PAD "A"
P=100.0
FF=100.67
• • ◄ •
' ' '
=-------= ID C\
' ' ' ' ' ' ' '
STAIRS ~R PLAN
~
~ A
I::: ~
~
----------=-
~ i.1<--....j.. 7'
es 0:
~ ~
a;
"'
8
B
-~--~ ~-------~ t
' '
'
'
'
PAD "B"
P=98.5
FF=99.17
/':/Qfil: pj;b ~• -> f'S -El.EV PAO '8' -0. 1' (TYP)
. . . . ,
SECTION A-A
N. T.S. • WHER£ SIDEWALK IS PLACED
2' FROM STRUCTURE, SWALE
M<\Y BE 1' Ff/OM FOUNDATIOII
PAD 8
ELEV
12· If.
UNO OFF TOP
SECTION 8-8*
TYPICAL BERM DETAIL
N.T.S.
*PER CITY OF CARLSBAD sm DWG GS-14
6"X6" -10 GA
WELDED WIRE ME:SH(WWM)
GRAVEL Fil TER PER
SDRSD C-8
3• PERF PIPE
CASE 1-3 IE -F'S 0 FACE OF WALL
CASE 4 IE = F'S -0.4'
0 FACE OF WALL
DISCHARGE TO APPROVED
DRAINAGE COURSE ONLY
.,
.. ., .. .
RETAINING WALL WITH
ROUND CONCRETE DITCH
NO SCALE(BY SEPARATE PERMIT)
OUTLU ALTERNAnVES
7
7W PER PLAN
3• PVC
(CASE 3&:4 ONLY)
FS
TF P€R PLANS
I
'
CASE" 1) SIDE YARD-EXTEND PERF PIPE AROUND
IN FRONT YARD ANO DISCHARGE ONTO WALL F.S.
ll-j
' I
CASE 2) REAR YARD-INDMDUAL WALL-
EXTEND PERF PIPE AROUND
WALL O SIDE PROPERTY LINE
AND DISCHARGE ONTO F.S.
CASE J) REAR YARD-CON17NUOUS WALL-
CONSTRUCT 3" TEE AND DISCHARGE:
PIPE THROUGH WALL O F.S. NEAR
SIDE PROPERTY LINE.
CASE" 4) PUBLIC R/w-CONSTRUCT J" TEE
AND CdNNECT 3• PVC O 2Jf
TO D-27 PER IMP. PLANS.
GFF
8
PAD
.,
r, -I;: --4-
FF -o
I i-F 1 -a FF-18 7 7 4 -10
OVER 10" DROP REQUIRES SECONO RISER
ONLY UPON APPROVAL OF ARCHITECT
TYPICAL GARAGE STEP DETAIL
• ASSUMES B" PT SLAB SECnON ANO APPLIES WITH DOOR TO HOME O REAR OF GARAGE
NOT TO SCALE
2.0X
I
DRIVEWAY__./:
APPROACH I
' I
DATE INlnAL
ENGINEER OF WOR
---
10
BLDG
A
@
PLANVIEW
ENGINEER'S SPECIAL NOTES
1.
2.
J.
4.
5.
6.
7.
CONTRACTOR IS RfSPONSIBLE TO NOTIFY ENGINEER OF WORK WHE:NMR THESE
P!.,WS SF:EM UNCLfAR. THfSE NOTIFICATION SHALL 8£ MADE: SUff/CffNTLY IN MJVANCE
OF CONSTRUCTION TO Al.LOW THE [NGINITR OF WORK MJEQUATE TIM[ TO RfSPOND.
ONLY PRECISE G/WJING )JI() PRNATE DfWNAG[ FActl.mES N1£ N'PROVfD ON THIS GRAIJltlG
PLAN. ALL OTHER FEATURES ARE SHOWN ONLY FOR INFORMATIONAL PURPOSES.
RETAINING WALLS ON THESE PLANS ARE SHOWN ONLY AS SUPPLEMENTAL
INFORMATION. A SEPARATE PERMIT AND INSPECTION WILL BE REQUIRED FROM THE
BUILDING DEPARTMENT FOR ALL RETAINING WALLS SHOWN HEREON.
THE [NGINffR OF WORK IS NOT RESPONSIBLE FOR GRADING OPERATIONS OR GRADING
WORK DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE.
THE SOILS REPORT AND ALL TH[ SUPPLEMElflS THEREOF ARE: INCORPORATED INTO AND
MADE A PART OF !HIS PLAN. ALL EARTHWORK OPfRATIONS SHALL BE CONDUCTED
UNDER THE INSP£CTION OF A QUALIRED SOILS ENGINEER OR HIS REPRfSENTATIVE.
REGISTERED IN THE STATE OF CALIFORNIA TO PERFORM GRADING INSP£CTION WORK.
Tllf CONTIIACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL THE EROSION CONT110L
FACILITTES THROUGHOUT THE DEVELOPMENT OF IH[ PROJECT.
Fl.OW LINE ELEVATIONS SHOWN HfRfON WERE DETERMINED BY INTERPOi.AT/ON USING THE
AEIML TOPOGRAPHY. AC1UAL GROUND ELEVATIONS MAY VARY. CONrRACTOR IS RESPOt/SIBI£
TO INSURE: Tl/AT ALL DIIAII/AGE Gf7S INTO LINED DITCHES AND REMAINS IN THE DITCH
UNTIL DISCHARGED INTO UNDERGROUND DRAINAGE Df.VICES OR ENERGY DISSIPATORS.
!--------------13D.2' -------------j
' ' .J. L ' ' ' L ---~-_J
D [
J _ _J 47.3' ,L
I 55.IJ' I I
I I >-7 .JI IL ' ' I I
' I I ' ' L7 r.J. -·-I I ---1---20.9'-I I 'n ~ -L r ' I I ---28.3' 33.7'
BUILDING OVERALL DIMENSIONS
NOT TO SCALE
DIMENSIONS SHOWN ARE FROM THE ARCHl1TCTURAL SLAB PLAN PREPARED
BY STARK ARCITECTURE PLANNING RECEIVED ON 10/11/2002. THE
APPROVED ARCHITECTURAL PLANS SHOULD BE REFERRED TO FOR
CONSTRUCnON.
FOUNDAnON
l% MAX
X D.F.
FOOnNG DEPTH
PER ARCHITECTURAL
DRAWINGS
r -
' ' ' ' ' --
A SECTION A-A HUNSAKER
N.T.S. & ASSOCIATES
SAN DIEGO, INC.
57. 3'
TYPICAL DEEP FOOTING DETAIL PLANNI\IG
ENGINCCRING
SURVEYING
10179 Huemekern Street
San Diego, Ca \:12121
Pl 1(858)5Sll-45UlJ · FX/858)558·1414
N.T.S •
ENGINEER OF WORK
4' TRANSlnON 4' TRANSlnON ~ I~ ~/oy RA)\ D L. MARTIN DATE 6"-8" ABOVE RC£ 0 48670 EXP. 6/30/04
STRAIGHT GRADE -BENCH MARK -" A."' ,.. X..:I DESCRIPTION: U.S.C. 4-G.X. BRASS DISC STAMPED
2"-.J" BELOW ---1 "K302., 1935" IN CONC. MON.
I'-... LOCA170N: POINT LIES 8.5' EASTERLY OF EASTERN I STRAIGHT GRADE .,,,---GARAGE BERM LINE ON RANCHO SANTA FE ROAD, .....,._,-14X MAX. SLAB 1 JJ' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED ---"Tl.23011" AND "IUJ825" AND
APPROX/MA TELY 1.2 MILES NORTHERLY I OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA A VENUE.
€LEVAnON: 533.39 NGVD 29 I.ISL
STRAIGHT GRADE FROM BACK "AS BUILT" -----OF DRIVEWAY APPROACH TO
GARAGE FLOOR SHOWN ON PLANS.
DRIVEWAY TRANSITIONS FOR RCE EXP. DATE
DRIVEWAY EXCEEDING 10% SLOff REVIEWED BY.·
NOT TO SCALE
INSPECTOR DATE
I S2ECT I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 13
PRECISE GRADING
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS,$Y
.A .,, --• ~ -~ #d/,11 CITY ENGINE ERV RCE EXµ '~ ll 5 DATE
OWN BY, -PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: fa-4 / CT 01-04 407-6C REVISION DESCRIPTION OTHER APPROVAL CliY APPROVAL RVWD BY,
WO NO 553-164
a1i.1 •
N,,.
00
'Tl '-I I ..,. en wn
0
20' TRAIL EASEMENT 1.0.0 .. -::::----
PER FINAL MAP
20 40
SCALE 1 "~ 20'
\
)
60
I
\
j •
"
.. ,,,,
' ' " .,
I
I
\ '
\ '
. :,_~~-•
' . -
\\
' '
.. / -----,, , .. --,··
,.
i . . I, '!
/ ---"f"l--.., // ,/' ' / ,, , I I -8 -~ WA
• /.,,< :: ;I
I .. ··,/··.·/-~ ,<' / / II!: . /'
I'• I 'x < .. '°ti _,-y-__.,.,, ... ,. :~
EASEMENT FOR PIPES, PIPELINES, ANo-:::::r---1:::=µ ·1,j) I ;< ;}",. ff)~ ;:_ - -'" \\ ----==-1· ,._
INCIDENTAL PURPOSES IN FAVOR OF SAN ,'!)~. . . : : _ . \V-,/.-..L.\\ / / , . , / t/ 11: ~
DIEGO COUNTY WAJ'E"R AUTHORITY. " . • .· ' . ' I
':%f:0ff:g,~5tu~; fh,d![9
R:go~~E ~r J.---~-\ , '. ... . r--~ / / / /. / ~ r',j
~\. . \ \/ ~ I . I I///,.,;<,~ ~I J FS 6) ~\_ -r · (r·, 11/}r 1 /1
/ :;ffi'.,~/ i 1 \
'v c;,; 'v
i+~r @ t---jBs
~PJ\; :Rt,,. ""'4~ . ~-,-\ \ ~ II . 11·· .~ I d1t------.J~ ~~3:~~ -363\05 :
!:,ric/;;&-o<j / '1 -'"r---=u-~~ "'. · ... ~~.<. / ' ! I . ~ GFF 363,05 ~
3-7.2
1-------II~ !
P=357.65
FF==358.32
&r,L} ~;~f¼,0& if ~~ ' ~ •,, .·· '.;, ; : .J_§ ' ~ ~ ',\,\ rr ,:" >i'l7"rffil
, \ ~ 's·' I " . & ' \ ® ® .~~-,.;,Jl
I \\ \\ A // Ii % \ i,i,L)~;i, -r-rt-:--r=r::::::i.~=f=:=i1=r-irs;:;t--+-,-\-4,\ ~ I<:: !I 't"-7.;;!!&-t-,=::;-==i
' ' /& ~ 'J/ \ . ';~\\ /i .
\ \ i I ~/ s ; \ \ C ~ -------. --~ ' J: =
~i
~~~-"""-3.1§:_ :~·
ir-
1
~11~1' ,,._ 1 ~ -/ ------~~ --=-(hc;lfe_L!N_E ---~-·-+;-_.-..--------------==~ ..
I !W1-• .. . ---=--' '. I I 'OLLJt, i"r --"r --• >} •_. r, --~ ,. ' · -;-.t.:
II II I 01 G!JJ 131.., VJ) "r--: . -,~"-1... •
I I ® ~ er·
...,.,__ -........__ -........__ II I
... ---t--I
•
PHASE 1-BUILDINGS 29, 30, 53 & 54
·71. .
~-~ ....
1.J!1
P = 358. O 7r------.:__
FF==358.7
1l
' II
®
P=357.65
FF =358.32 __ --
@
®
l_J
(
I--=-' 1<,---------1 P=3
FF=3
@
FF=35D.l2 I]
~ '··,,_f'1 : •"~ 1.( l
~-
r 10 ~ l:t~ -~ '
~.-~c~ ~PVC----~, · 10• PVC .. -_..,·1 ······T'cC ·' T.-·-7-T--7--· . . .
.. '" ' . ;.; ~,~
t·· ~4' .. 7 l,...,.. ~-.. . . . .
~~/;J· . ..; -... ., ..
. . . . -~----.. ----.
. .. ~"--. r
--:::~------"'""•·:~~~""·"""·"·-.. ,-/~,( ---'·
.. I .... -
'e, '''""•'"'••Ok,,.,o,.,,,,_,_.,~,,--•='°""'°' ,. .. ,. • .. , ,,-,, ' '' .. '• '''' ~ .. ~ w~~~ .. L~=~ ~ j ,.-~-. -----~-.. ;. ... ~ ·--=~ ~" .......... J
1-w w
I
(11
w w
(11
DATE INITIAL DATE INITIAL
ENGINEER OF WOR. REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
I s3£T I
PRECISE
Pl.ANNING
[NCINHRING
SURVEYING
HUNSAKER
& ASSOCIATES
SA"l DIECO, INC.
·101~ 1--fuemekens Street
San Diego, Ca 92121
PHl:858)558-4500· FX(858)558-1414
ENGINEER OF WORK
~~(b,,k_ f/4r/4y
R~MARTIN DAT£ 48670 EXP. 6/30/06 RC£ NO
BENCH MARK
DESCRIPTION: IJ:S.C. di, G.X. BRASS DISC STAMPED
'1<302., 1935" IN CONC. MON •
LOCAnON: POINT LIES 8.5' EASJ'E"RL Y OF EASTERN
BER/rl LINE ON RANCHO SANTA FE ROAD,
133 NORTHERLY OF ELECTRIC
7JltNSMISS/ON LINE POLE MARKED 23011" AND "n.13825" AND APPROX/MA J'E"L Y 1.2 MILES NORTHER!. Y
OF THE INJ'E"RSECnON OF RANCHO SANTA FE ROAD AND LA COSTA AVENU£
ELEVAnON: 533.39 NGVD 29 MSL
"AS BUILT"
RC£ EXP. DATE
REVIEWED BY;
INSPECTOR OATE
CITY OF CARLSBAD CT[] ENGINEERING DEPARTMENT 3
GRADING
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS sr /4
/4 -6 , '1V~!til._. ;L ~ ~ 'I c1TY ENGIN-;E RCE ·i::::::: Exe12Z:i1 Z05----DATE
OWN BY: PROJECT NO, DRAWING NO.
CHKD EfY: I/; CT 01-04 407-6C • ... RVWD BY:
WO NO 553-164
0/U •
w~
00 ,, .......
I .... °' wn
P=358.07
FF=35B. 74
71--
4
1---:,;-W------1 P = 3 5 4. 9 5
1-w w
I
(/)
w w
(/)
::I ~ II ~ 00
B
P=357:65
FF==358.32 ·i------
®
®
-iT
' .. ., """ "•'" .. ,,
,."l, .. , ..
-~-i--
.,·:--,,--. . . .. \, "'Ii?···
-~~/~
y v', " \
\
>W1>1t·~~\~~,U•$~ ~-*~-;:~~~~4'~$H
FF=355.62
1-----------l B
IBF\
B
P=354.85
1----0_FZ~--1FF =355.52
®
®
P = 354. 9 5 e---------1
FF=355.62
00
8
00 ®
\
.
\ \
\ ·. \ '
I
PHASE 2-BUILDINGS 31 & 52 .
l '
/
2;c_.0 ____ 40 60
SCALE I"-20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PlAl\,NING 10179 Huennekens Strfft
ENGINEERING San Diego, Ca 92121
SURVEYING PH(858)558·4500 FX{856)556·1414
ENGINEER OF WORK
rwt x~J-a/4J'I
D L. MARTIN Jj
DATE NO 48670 EXP. 6/30/1%
BENCH MARK
OESCFIIPnON:
LOCAnON:
ELEVATION:
U.S.C. d< G.X. BRASS DISC STAMPED
"K302., 1935" IN CONC. MON.
POINT UE:S 8.5' £:ASTE:RLY OF £:ASTE:RN
BERM LINE ON RANCHO SANTA FE ROAD,
1 JJ' NORTHERLY OF ELECTRIC
TRANSMIS:jlON LINE POLE MARKED
"n.2 JO 11 AND "Tl. I 3825 • AND
APPROXIMATELY 1.2 MILES NORTHERLY
OF THE INTE:RSECTION OF RANCHO
SANTA FE ROAD ANO lA COSTA AVENUE.
5JJ.J9 NGVD 29 MSL
"AS BUILT"
RCE ___ _ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
l----+---+-----------------+-----+---+---f-------1 PRECISE GRADING
DATE: INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS er
~d•fil?~~-,1 ~¥•+' CITY £NGIN£ RC£ EXP 12 /31 /05 DA TE
OWN BY:
CHKD BY: -4''-',,-,.,___
RVWD BY:
PROJECT NO.
CT 01-04
DRAWING NO.
407-6C
WO NO 553-164
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ENGINEER OF WOR REVISION DESCRIPTION
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<.o
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
60
PLANNING
ENGl~EERING
SURVEYING
HUNSAKER
& ASS0~~1: TES
'.>AN Ol~L,
10179 Huenn@kens Street
0. 0 Ca Y2121
San ieg ' FX(BSB)S56·1414 PH(858)558-4500·
WORK
MA TIN 0/0'-DAT£
BENCH ~~ DISC STAMP£D
11 S C d: G.X .• B CONC. MON. D£SCRIPnON: °'ido2 1935 IN ·a,y OF E.ASTERN
., 5• EJI.STEnc .• FE ROAD, POINT L/£5 IJ. RANCHO SANT~
LOCATTON: BERM UNtf/-~LY OF ELEC~KED 133' NOR,n~, LINE POLE
TRANSMISfjl~~D "rL 1382~ 'ifoiTHEIW. Y
"77.23011 TEL y t 2 MIL~~ NCHO
APPRO{l"mTERSECTTON ,J,Fc'!fsTA A~NI.JE:. OF NF'i FE ROAD AND
S4 g MSL 533.39 NGVD 2 ELEVATTON: "
,, AS· BUILT
DATE RCE EXP.
REVIEWED BY:
DATE INSPECTOR AD
OF CARLSB I s5a I CITY EERING DEPARTMENT £NGIN
PR£C/S£ GRADING A VERA HILLS
C~LLAGE "U"
YD B HUBBS ,9Y ~¢-~[ APPR:ED ~ d_ i,,e,;'~tl&. • ,'a [YP)2/31 /05 D
4 ~ •N~fhcE DRAWING NO.
'c1TY ENGi PROJECT NO. 407-6C
CT 01-04
OWN BY:
CHKD BY:
RVWD BY·
WO NO 553-164
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PHASE 3-BUILDINGS 33, 34, 35 & 50
w w c.n HUNSAKER
& ASSOCIATES
SAN DIECO, INC.
PLANNING 10179 Hoennekens Street
ENGINEERING San Diego, C<1. 92121
SURVEYING PH(858)558·4500• FX(858)558·1414
ENGINEER OF WORK
EXP. 6/30/06
BENCH MARK
Dl!SCRIPTION:
LOCATION:
U.S. C. &: G.X. BRASS DISC STAMPrn
"K302., 1935" IN CONG. MON.
POINT LIES 8.5' EASTERLY OF EASTE:RN
BERM LINE ON RANCHO SANTA FE ROAD,
133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "71.23011" AND "rl13825" AND ,
APPROXIMATE:LY 1.2 MILES NORTHERLY ·'
OF THE INTE:RSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
ELEVATION: 533. 39 NGVD 29 MSL
"AS BUILT"
RC£ ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
I ssHEET I CITY OF CARLSBAD I SHEETS I 1---.\---1----------------f----f-----t---t---. ENGINEERING DEPARTMENT 13
l-------l---+-------------t--------t----11-1-.
PRFCISE GRADING
CALA VERA HILLS
VILLAGE "U"
1---.\---1----------------jj----j-----t--,-, APPROVED LLOYD B. HUBBS 81' lj ¼
1---.\---1----------------j----f-----t---t--1 ~ 'm21N~~af"/r £XPJ2 /3J /On~ ~~zE
DA TE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY: _µ:'.:>.L~
RVWD BY,
PROJECT NO. DRAWING NO.
CT 01-04 407-6C
WO NO 553-164 ,-, r• I
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DATE INlnAL
ENGINEER OF WOR
/1'>.. ADDG'D s 7 ,v ...,., 1-::~·" ,-!ii£-DATE INITIAL DATE
REVISION DESCRIPTION OTHE:R APPROVAL CITY APPROVAi.
I S7TT I
PIANNING
ENr.lNEERING
SURVEYING
HUNSAKER
& AS SOCIA TES
5AN Ol[GO, INC
10179 Huenneke11s Street
San Diego, Ca 92121
PHUl58)558·4501l· FX(85B)558·1414
ENGINEER OF WORK
I~ ~ .. 1:. ?a,/4r • A 'l'),,_~
~ptOND L. M, RTIN DATE R E NO 48670 EXP. 6/JO/O'.
BENCH MARK
DESCRIPTION: IJ..S. C. &: G.X BRASS DISC STA/rlPf:D
1(302., 1935" IN CONC. MON .
LOCATION: POINT LIES 8.5' EASTERLY OF EASTFRN
BERM LINE ON RANCHO SANTA FE ROAD,
133' NORTHERLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "rL23011 • AND 7L13825" AND APPROX/MA TEL Y 1.2 MILES NORTHEfft. Y
OF THE INTFRSECTION OF RANCHO
SANTA FE ROAD AND LA COSTA AVF:NUE.
ELEVATION: 533.39 NGVD 29 MSL
"AS BUILT"
DATE RC£ EXP.
REVIFWED BY:
INSPECTOR DATE
CITY OF CARLSBAD I SlE3S I
ENGINEERING DEPARTMENT
PRECISE GRADING
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS dY 1/4¥•"' ~ ~ d~ .~
CITY ENGINE~ RC£ EX _, 5 DATE
DWN BY: ~,,,,, PROJECT NO. ORAWING NO.
CHKO a·r, 7-Y CT 01-04 407-6C RVWO BY:
WO NO 553 164
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PHASE 4-BUILDINGS 41 & 47
20
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l/
60
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 10179 Huemekens Strttt
ENGINEERING San Diego, Ca 92121
SURVEYING PH{81f\)55R-4SOO· FX(flSA)SS8-1414
ENGINEER OF WORK
~J;:~a.f: ?/4££'f
E NO 48670 EXP. 6/30/0-
BENCH MARK
OESCR/PTION: IJ..S. C. ,t G.X. BRASS DISC STAMPED
'1<302.. 1935" IN CONC. MON.
Lo~'TION POINT LIES 8.5' EASTERLY OF EASTERN """ : BERM LINE ON RANCHO SANTA FE ROAD,
133' NORTHERLY OF ELECTRIC
TRANSMIS!JION LINE POL£ .MARKED
7£.23011 AND "n.13825 AND
APPROX/MA TEL Y I .2 MILES NORTHERLY
OF THE INTERSECTION OF RANCHO ., ,r SANTA FE ROAD AND LA COSTA AVE,.u~.
rt.EVATION: 533.39 NGVD 29 MSL
"AS BUILT"
RCE EXP.----DATE
REVIEWED BY:
INSPECTOR DATE
~=====t====t=============================~=====⇒====➔====➔====~ APPROVED LLOYD B. HUBBS /11' ./ . .I t-A -< --ve .# '--' · r• ·,t ~.,,.,, ... 'l t=====i====~================================t=====t====+====➔=====1 CITY ENGINEEff7RCF7t~ EXP 12 /31 /05 DA TE
DA TE: INITIAL
£NGIN££R OF WOR REVISION DESCRIPTION
OAT£ INITIAL OAT£ INITIAL
OTHER APPROVAL CITY APPROVAL
DWNBr ~ CHKD BY:~
RVWO Br P
PROJECT NO. DRAWING NO.
CT 01-04 407-6C
WO NO 553-164
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HUNSAKER
& ASSOCIATES
SAN DIEGO, 11\IC
PLANNING 10179 Hu@nnek@ns Street
ENGIN!:ER1NG San Diego, Ca 92121
SURVEYING PH(858)558-4500· FX(B58)558·1414
ENGINEER OF WORK
fl /46t ,
EXP. 6/30/06 OAT£
BENCH MARK
DESCRIPnON:
LOCAOON:
nt:VAnoN:
IJ:S.C. It G.X. BRASS DISC srAMPED
"K302., 1935" IN CONC. MON.
POINT LIES 8.5' EASTERLY OF EASTERN
BERM LINE ON RANCHO SANTA FE ROAD, 133' NORTHERLY OF ELECTRIC
TRANSMISSION LINE POLE MARKED
"rl23011" AND 7L13825" AND
APPROX/MA TELY 1.2 MILES NORTHERLY
OF THE INTERSECOON OF RANCHO
SANTA FE ROAD AND LA COSTA AVENUE.
533.39 NGVD 29 MSL
"AS BUILT"
DATE RC£ ___ _ EXP. ____ _
REVIEWED BY:
INSPECTOR DATE
I SgHE[T I CITY OF CARLSBAD I SHEETS I 1----+--+------------------j----j-----J---r----i £NG/NEERING DEPARTMENT 13
l---+----l-------------------1f----t---t----t--"1
DA TE INITIAL DATE INITIAL DA TE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PR[C/S[ GRADING
CALA VERA HILLS
VILLAGE "U"
APPROVED I.LO YD B.
OWN BY:
CHKD BY: ....L..:::i,..c.__
RVWD BY:
EX
PROJECT NO.
CT 01-04
DRAWING NO
407-6C
WO NO 553-164 o,,., .
u,.S:.-o O .,, " I
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FF =303.52 f--=--c:=;-<
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PHASE 6-BUILDINGS 37, 38, 39 & 40
20 0 20 40 60 ----
SCALE I"-20'
·-. "' •. ~ v". · .. _ lf-4:> <9
HUNSAKER
& ASSOCIATES
SAN DIEGO. INC.
Pl ANNING 101;,q Huenneken~ Street
ENGINEERINC. San Oif>go, Ca q2121
SURVEYING PH(8S8)558·4500· FX(858)558-1414
ENGINEER OF WORK
Q /~-iaJ;__ ~ MARTIN
,)s/oy
1 DATE RC£ NO 48670 EXP. 6/30/06
BENCH MARK
DESCRIPTION:
LOCATION:
ELEYATION:
U.S.C . .t G.X. BRASS DISC STAMPrn
"K:J02., 1935" IN CONG. MON.
POINT LIES 8.5' EASTERLY OF EASTERN
BERM UN£ ON RANCHO SANTA FE ROAD,
1 :J:J' NORTHERLY OF ELECTRIC
TRANSMISSION LIN£ POL£ MARKED
"n.23011" AND "rL1:J825' AND APPROXIMATELY 1.2 MILES NORTHERLY
OF TH£ INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE.
5:J:J.:J9 NGVD 29 I.ISL
"AS BUILT"
OAT£ RC£ ____ EXP. ___ _
REVl£WfD BY:
INSPECTOR OAT£
CITY OF CARLSBAD I SHEETS I l----+---+-----------------+----+---+---1-----1 £NG/NEERING DEPARTMENT 13
l----+---+-----------------+----+---+---1-----1
DA rE INfflAL DATE /Ntr/AL DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS /" ½ ~ ; lo'I c,rr £NGINE'~cE o·e 12 z31 zo5~ DAT£
OWN BY: -,I---·· I CHKD BY,
RVWD B~-~-------~
PROJECT NO.
CT 01-04
DRAWING NO.
407-6C
WO NO 55J-164
... ~
00
0" "II I ..,. en wn
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAL£ GLEED AT {/J58)4B1-8500
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WH[N RAIN IS IMM/N[NT.
J. D[V/C[S SHOWN ON PLANS SHALL NOT 8[ MOVED OR MOD/Fl[D WITHOUT TH[ APPROVAL
OF THE [NG/NEERING INSPECTOR.
4. TH[ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DfVICES TO WORKING ORDER
TO THE SATISFACTION OF TH[ CITY [NG/NEER AFT[R EACH RUN-OFF PRODUCING
RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY [NG/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE R[SPONSIBL[ AND SHALL TAKE NECESSARY PRECAUTIONS TO
PRfVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED P[R Tl-/[ APPROVfD GRADING PLAN SHALL
BE INCORPORATED HER[ON.
8. GRADED AREAS AROUND THE PROJ[CT PERIMETER MUST DRAIN AWAY FROM THE FAG[ OF
SLOP[ AT TH[ CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE: PROTECTIVE 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 B[ BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE.
11. SHOULD Gl:RMINATION OF HYDROSEEDED SLOP[S 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 J5.02J OF
THE EROSION ANO SEDIMENT CONTROL HANDBOOK OF THE 01:PARTM[NT OF CONSERVATION,
STATE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL Pl:RMANENT AND TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHALL BE
INSTALLED AND MAINTAIN[D AS REQUIRED IN SECTION 212 OF THE STANDARD
SP[C/FICATIONS AND THE FOLLOWING:
A. HYDROS[[D/NG SHALL BE APPLIED TO:
1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO V[RTICAL) OR STEEPER
WHEN THEY ARE:
a. THRE[ FEIT OR MORI: IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: 1 WH[N ANY OF THE FOLLOWING CONDITIONS
EXIST:
a. NOT SCH[DULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. ID[NTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFl[D BY THE CITY [NG/N[ER
THAT WARRANTS IMMEDIATE TREATMENT.
e. HYDRO SEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE: WITH THE FOLLOWING
CRITERIA:
C.
D.
E.
■
1. ALL SLOPES THAT AR[ GRADED 6: 1 OR STE[PER AND THAT ARE:
a. THR[E TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK 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. ARfAS SLOP[D LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENG/N[ER, PRIOR TO HYDROSEEDING. THE OfVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROV/OE /RR/GA TION TO THE CITY ENGIN[ER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYP[S ANO COSTS OF
THE ELEMENTS OF THE PROPOSED SYST[M.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LfVEL OF THE SOIL AT THE
OPTIMUM LfVEL FOR THE GROWTH OF THE HYDROSEEOEO GROWTH.
HYDROSEEDING MIX SHALL CONSIST OF ALL OF T/-/E FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. Pl:R ACRI: OF ZORRO F[SCUE
c. J lbs. Pl:R ACRI: OF [ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACR[ OF ACHILLEA MILLEFOLIA
e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY Bl: OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED 15 NOT VISIBLE FROM
1:/THl:R A PUBLIC STRl:[T OR RESIDENTIAL STRUCTURES.
h. ITEM a OF TH/$ SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING B[FORE HYDROS[EOING.
i. ALL $EEO MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINl:RS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE: CERT/FICA TION TAG A TTAC/1ED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE 1 MULCH APPLl/:0 AT TH[ RATE OF NO L[SS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY 8[ SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY M[CHANICALL Y PUNCHING NO LESS THAN 50?. OF
THE STRAW INTO TH[ SOIL
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15?. SULPHUR APPLl[O AT TH[ RAT[ OF 500 lbs. Pl:R ACR[.
AREAS TO BE HYDROSE[DED SHALL BE PRl:PARED PRIOR TO HYOROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STE[P[R 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. CONDITION/NG 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 PROV/0[0 VIABLE CONDITIONS FOR GROWTH.
HYOROSEEDED AREAS SHALL Bl: MAINTAIN[D TO PROVIDE A VIGOROUS GROWTH UNTIL
TH[ PROJ[CT IS P[RMANENTL Y LANDSCAPED OR, FOR AR[AS WHl:RE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL TH[ PROJECT IS COMPLETED AND ALL BONDS
Rl:LEASED.
HUNSAKER & ASSOCIATES
SAN DIEGO, INC.
PLAN~ING • ENGINEERING ■ SURVEYING
10179 Huennekero St. ■ Suite 100 ■ S~n nif'go, CA 92121 • PH: (858) 558-4500 ■ FX: (858.\ 558•1414
/OO'MIN.
PUBLIC RIGHT-
OF -WAY
I B" MIN.
EXISTING GROUND
_L
14'MIN.
T
PROF/L[
PUBLIC RIGHT-OF -WAY
PROVIDE APPROPRIA E TRANSITION
BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
'-•~1 't'l'.
FLOW ----• '""
m ..-1,
" VERTICAL FACE
EMBEDDING DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---...,
FLOW---
-
--WIRE OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
Cle.'._ __ _ 2 RE-BARS.STEEL PICKUS,OR
2"x 2" STAK[S 1 1/2' TO
2' IN GROUND
ANCHORING DETAIL
" DRAINAGE AREA LESS THAN 1 ACRE
STRAW BALE DIKE
1. SU POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
J. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSJS.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
SILT FENCE
FILL SLOP[
9 IN.
MIN.
2 FT
EARTHEN RIDGE
- - - -
Wmillmill1 , 1Wm
UNLINED SWALE & BERM
.. , . . . . . I -.
RUNOFF
WATER WITH ,W-·ill-·lL
SEDIMENT """~, JTI11 lffil 11 ill •
'-111_1 <l
SEDIMENT
DROP INLET
WITH GRATE
~-CONCRETE BLOCK
BLOCK-SCREEN-GRAVEL SILT BASIN
DROP INLU
WITH GRATE
STRAW BALES ,.,.
STAKED WITH TWO
STAKES PER BALE
COMPACTED SOIL
TO PREVENT PIPING
2X6 STRUT IS I
RUNOFF WATER
WITH SEDIMENT
END AND SIDE
OVERLAP AT
CORNl:RS
2X6 STRUT/SJ
R[QUIRED WHEN
NOTED ON PLANS
STAKED
STRAW BALE
•
Ill
2X6 STRUT/SI
FILTERED
WATER
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP
ONTO CURB )
J FT (0.9 M) MIN.
RUNOFF
0
0
0
0
0
0
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
4"-6" LOGS
24"
18"
LOG CHECK DAM
T
A
POINTS A SHOULD BE HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN (15 CM)
24 IN (61 CM)
(A)
j
COARSE AGGRE~GRATE I
FLOW --___ .. 24 IN (61 CM)
o I
(B)
L-DISTANC[ SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
filnllim1:h(;ffi;$~fmtt~'"iiF ,_ -;,:;;;;;B ~ mll!n ,¾id ~l!c'=,.,._ . ' -= 1;,;kmb!!iit-@11~
GRAVEL CHECK DAM
SWALE:
!1-l---1 GRAVE:!. BAGS (TYP.)
D!Rffll.ON OF l> STR Fl.OW
W• 75Jr ROADBED
WIDTH
f:/>ITERLINE
_.......-B'(MJN.) SPACING FOR
VEHICLE ACCE:SS
X
SWALE:
A-PLAN
NO SCALE:
ONE BAG MIN. __,.,---GRAL-E"L BAGS (TYP.) 1
~
FIR
TO STROW o~~ECTION BE HALF BURIED A-Al
NO $CAL£
STREET SLOPE INTERVAL
LESS THAN 2% 200'
2% TO 4% 100'
4% TO 10% 5D'
MORE THAN 1 O!r 25'
NOTE: PROVIDE VELOCITY REDUCER IN ALL
UNPAVED STREETS AT THE INTERVALS
INDICATED ABOV£
SAND BAG VELOCITY REDUCER
NO SCALE:
DATE INtnAL
0-30
31"-40 7'
-~"
0~ 1 60
DATE: INITIAL
E:NGINEER OF WOR REVISION DESCRIPTION OTHE:R APPROVAL
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION 2 EA
ENTRANCE
SILT FENCE
HYDROSEED
GRAVEL BAGS
FIBER ROLL
DATE: !NlnAl
CITY APPROVAL
1
511T I
2,400 LF
11,156 SF
5,400 EA
3,842 LF
PLANNING
EI\JGINEERII\JC
SURV[YING
--0-----0---0--
1·····1 :~~~~ .. :
=
-0000000()(l000·
HUNSAKER
& ASSOCIATES
SA.N DIEGO, INC.
101il'J Huennekens Street
San Diego, Ca 9212.1
PH(858)558-4500 · FX(858)558-1,414
ENGINEER OF WORK
~e/4aL l'~tot
~O~MARTIN DATE RCE NO 48670 EXP. 6/30/1½,
BENCH MARK
DESCRIPTION: IJ..S.C. &-G.X. BRASS DISC STAMPE:D
1<302., 1935" IN CONC. !.ION.
LOCATION: POINT L/E:S 8.5' E:ASTERLY OF E:ASTE:RN BER!./ LINE ON RANCHO SANTA FE ROAD,
133' NORTHE:RLY OF ELECTRIC TRANSMISSION LINE POLE MARKED "rL23011" AND "Tl.13825" AND
APPROX/MA TELY 1.2 MILE:S NORTHE:RLY
OF THE INTERSECTION OF RANCHO SANTA FE ROAO AND LA COSTA AVENUE:.
!LEVATION: 533.39 NGVO 29 !.ISL
"AS BUILT"
DAT£ RCE EXP.
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD I si3sl ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS:
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS dY b J. ..,
.4, ~ ....,-,ed. ~.-:,:c:,·,{ ~ s o
CITY ENGINEER'YRGE ---=!V EXP I~ Z31 ZD5-~ r DATE
OWN BY, ,-~ PROJECT NO. DRAWING NO.
CHKD BY.· CT 01-04 407-6C RvWD BY:
R: \0227\litEng\Prec; seGrad i ng \0227PG11. dwg[ 201B]Aug··05 2004: 14: 55 WO NO 553-· 164 ,..,_., .
.......
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0"' .,, I ..., en wn
,.....-
1-w w
I
(I')
w w
(I')
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' ' ' ' ' \ \ ' ' ' \ \ \ \ ' ' ' ' \
TEMPORARY EROSION CONTROL NOTES FOR STREETS ANO CHANNELS
GRAVELBAGS SHALL BE USED FDR TEMPORORY EROSION CONTROL PRIOR TO
COMPLETION OF FINAL IMPROVEMENTS AS INDICATED BELOW:
L GRADED STREET ANO UTILITY TRENCHES -USE Ti,£ GRAVEU3AG SPACING
INDICATED BELOW: (BASED ON l,£1Gi,T OF 3 SANDBAGS)
GRADE OF STREET OR TRENCH
LESS THAN 2%
2% TO 4%
4% TO 10%
OVER 10%
INTERVAL
AS REQUIRED
100 FEET
50 FEET
25 FEET
'"==.>,-Mc'"',' '••'\/,K
I
I
308.45 I 306.10
5' 3'
0
R W c:' u RO
AT EIR
2 BAG HIGH SCALE 1 "= 4·J'
6'
WEIR 0
Ci.
PLAN VIEW
GRAV[LBAG O[TAIL PLAN VIEW
NO SCALE
SUMP INLET DETAIL
NO SCALE
·120
\
\ \
l
.
I
i
/
!
i
i
I
I
\
-
HUNSAKER
& ASSOCIATES
5AND1[(0,INL
PIANN1NG 10179 Huennekens Street
ENGINEERING San Diego, Ca Y2121
SURVEYING PH(858)558•4500• FX(858)558·1414
ENGINEER OF WORK
9 .~ e4aL:. g-/4 /or
R!ff?J;JND L. MARTIN DATE RC£ NO 48670 EXP. 6/30/0-
BENCH MARK
DESCRIPTION:
LOCATION:
ELEVATION:
IJ..S. C. &, C.X. BRASS DISC STAMPro
'1<302., 1935" IN CONC. MON.
POINT LIES 8.5' EASTERLY OF EASTcffN
BERM LINE ON RANCHO SANTA FE ROAD,
133' NORTHERLY OF ELECTRIC
TRANSMISSION LINE POLE MARKED
"n.23011" AND "Tl.13825" AND
APPROXIMATELY t.2 MILES NORTHERLY OF THE INTERSECT/ON OF RANCHO
SANTA FE ROAD ANO LA COSTA A VENUE.
533.39 NCVD 29 I.ISL
"AS BUILT"
RCE ~---EXP.
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD I SHEETS I 1---+--f------------------t-----r---t---,-, ~ ENGINEERING DEPARTMENT 13 1------+--+------------+--t--ti---i---.
PRECISE GRADING AND EROSION CONTROL PLANS:
CALA VERA HILLS
VILLAGE "U"
APPROVED LLOYD B. HUBBS n l4., -.L?. ~ •,6 l----!----~+~--------------------1-----t---t---,--, CITY ENG/NEE~ RCE~ EXP I? 1:<1
1-------+----+------------+---t--t--i------i
OWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL
ENGINEER OF WORI REVISION DESCRIPTION
DATE IN/TIAL DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY: /_,✓, /
RVWD BY: ,, CT 01-04 407-6C
WO NO 553-164
Dlld •
.... .,l::iii
Ne,
0"11 -n I ..., en wn
/
TEMPORARY EROSION CONTROL NOTES FOR STREETS AND CHANNELS
GRAVELBAGS SHALL BE USED FOR TEMPORORY EROSION CONTROL PRIOR TO
COMPLETION OF FINAL IMPROVEMENTS AS IND/CA TED BELOW:
1. GRADED STREET AND UTILITY TRENCHES ~ USE THE GRAVELBAG SPACING
INDICATED BELOW: (BASED ON HEIGHT OF 3 SANDBAGS)
GRADE OF STREET OR TRENCH
LESS THAN 2%
2% TO 4%
4% TO 10%
OVER 10%
INTERVAL
AS REQUIRED
100 FEET
50 FEET
25 FEET
/
R W
GRAVELBAG DETAIL
NO SCALE
I
' I " , I .
'1
I.
I;
(
I
I
• , . .. . I;
!I: 0 ..J u.
AT
2 BAG
6'
WEIR
~1
'•,Ji
I
I
I
I
EIR
HIGH
~1
PLAN VIEW
-.
-· :. .. .-:::: __ ):t____ '
--._ ',, '-
Cf.
PLAN VIEW
S'UMP INLET DETAIL
NO SCALE
. ' '"--,/
"/
.. I,
0 40 80
SU\I f-"_ 10
· 20
'°"">• .. -.
"'"''"''"'!!±
N
1-w w
I
(/)
w w
(/)
HUNSAKER
& AS SOCIA TES
SAN DIEGO, l"lC
PLANNING 10179 Huennekens Street
ENGIN[ERING San Diego, Ca 92121
SURVEYING PH(858)'>'i8•4500· FX(8.C'iR)1S8-1414
ENGINEER OF
~ -/4-1:..
WORK
i>//oy
RA)'J,(OND L. MARTIN
Ref: NO 48670 EXP. 6/30/~ DAT£
BENCH MARK
DESCRIP710N:
LOCATION:
ELE:VATION:
U.S.C. 4t G.X. BRASS DISC STAMPrn
"KJ02., 1935" IN CONC. MON •
POINT LIES 8.5' E:ASTERL Y OF £ASTERN BERM LINE ON RANCHO SANTA F£ ROAD,
1JJ' NORTHERLY OF ELECTRIC
TRANSMISSION LINE POLE MARKED
"n.23011" AND "n.13825" AND
APPROXIMATELY 1.2 MILES NORTHl!ffl.Y
OF THE INTERSECTION OF RANCHO SANTA FE ROAD AND LA COSTA AVENUE.
5JJ.J9 NGVD 29 MSL
"AS BUILT"
DATE RC£ ___ _ EXP.
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD ~ 1-------+--+-------------------t----t-----t---,-, ~ ENGINEERING DEPARTMENT ~
l---+--t---------------t-----t-----i----------i1----i
DATE INITIAL DATE INITIAL DAT£ INITIAL
ENGINEER OF WOR. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING AND EROSION CONTROL PLANS:
CALA VERA HILLS
VILLAGE "U"
OWN BY: ./ ·,r
Cl/KO BY, // / .
R\IWD BY: I
PROJECT NO. I DRAWING NO.
. CT 01-04 . 407-6C ~----------
WO NO 553-164
.......
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