HomeMy WebLinkAboutDWG 450-3A; CT 03-01-03; LA COSTA RESORT & SPA PHASE 3; 01-10I j
: '' i
(IN ADDITION TO THt REQUIREMENTS OF CHAPTER 1 S. 15 OF THI! CARLSBAD
MUNICIPAL COO£) i .
I.
2.
J.
' THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE
CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. I ,
' ' APPROVAL ()I' THIS PLAN DOES NOT LESSEN OR WAIVE" ANY PORTION OF THE
CARLSBAD MUNICIPAL CODI!. RESOLUTIQN OF CONDITIONAL APPROVA~ CITY
STANDARDS 0~ OTHER ADDITIONAL DOC'UMENTS usm, HEREON AS THEY MAY
PE;RTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REY/SI! THESI! PLANS WHEN NON-CONFORMANCE IS DISC()VERED.
Giff APPROVAi., OF PLANS DOES NOT RELIEW THE: DEVELOPER OR ENGINEER-
0[-WORK FR()M RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO
0,\41SSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
8~ PROMPn.Y, SU8Mlm:D TO THE CITY ENGINEE;R FOR APPROVAL.,
' A RIGHT-OF -WAY PERM/1" FROM TH/! CITY ENGINEER WILL 8£ REQUIRE() FOR
ANY WORK IN .THE PUBLIC RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A
CE;RTIFICATE' Of INSURANCE MUST Bl! FILED NAMING THE CITY OF CARLSBAO
AS AN ADDITIO/'fAL INSURE() ON THE' PERM/TT££'$ POLICY IN THE: MINIMUM
AMOUNT OF' $1,000,000.00 FOR EACH OCCURRENCE: OF' LIABILITY, TH( •
INSURANcr COMPANY WRITIN(J TH£ PQl fCY MUST HAVE' A RATING Of "A-• OR
BET7& AND A' Sil! CATEGORY Of Cl.ASS V OR Bm£R AS ESTABLISHED 8)f
"BESTS" KEY EfAIING GUIDE'. . . I '
5. UNLESS EXEMPTED BY SECTION JQ1.(b)5 OF THI! UNIFORM BUILDING CODI!.
5.
RETAININCJ WAl,LS OUTS/OE OF PUBUC RIGHT-OF-WAY REQUIRE SEPARATE PERMITS FROl,l THE BUILDINCJ DEPARTMENT. . .. .
i NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVI! BEEN OBTAINED
FROM THI! CITY ANO OTHER APPROf'RIA)f; AGENCIES.
7.
I I ''
APPROVAL OF . THE.SF; PLANS BY THE CITY ENGiNEE:R DOES NOT AUTHORIZE ANY
WORK OR GRAPING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S
PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERM/1" HAS BEEN
8,
9.
ISSUED. ' . '
NO REVISIONS WILL 81! MADI! TQ THESI! PLAN$ WITHOUT THE: WR/m:/'4
APPROVAL OF' TH! CITY ENGINEER, NOTED WITHIN TH£ Rf'V/SION BLDC;K, ON
THE APPROPR/t,TE SHEET OF THE PLANS AND TH! TIU SHEET. ', .. . I
ORIGINAL DRAWINGS ;;HALL BECOME TH! PROPERTY OF' THI! CITY UPON BEJNG
Sl(,NED BY TH!; CITY ENGINEER. .
I 0, 7H! ORIGINAL DRAWING SHALL 8£ REVISED TO REFL£CT AS-8()/LT CONDITION$
f1'f THI! ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY
1HI! CITY, , , , •· •
11. ACCESS FOR FIR/! J,:ID OTHER EMERGENCY VEHICLES SHALL 81! MAINTAINED
TO TH! PROJl;CT SIT[ ,AT ALL TIMES DURING CONSTRUCTION.
I 2. WHERE TRENCHES ARE WITHIN CITY EASEMCNTS, Ii SOILS REPORT COMPRISEC1 · ·· OF: . .
(N SUMMARY SHE~
(B) LABORATO~ WORK SHEETS; AND
(C) COMPACTlr;i.N CURVES;
SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF'
CAUFORNf,I, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS, THE SOILS REPORT WILL BE SUBMlm:D TO THE CITY
ENG/NEERING INSPECTOR WITHIN TWO WORKING DA \'S' OF THE COMPLETION Of
FIELD TESTS. ' ·
' !
' ' I J. A SOILS COMPACT/OH REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLJNED IN THE SOILS REPORT 1$
R£QUIR£0 PRIOR TO THE ISSUANCI! OF A BUILDING PERMIT. ALL CONTROLLED
GRADING SHALL 81! DONE UNDER THE DIRECTION OF' A PROFESSIONAL
ENGINEER OF THE: STATE OF' CALIFORNIA PRINCIPALLY DOING BUSINESS IN THI
FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL ~$ SHALi.
BE CONSTRUCTED IN ACCORDANC/! WITH THE CITY OF CARLSBAD STANDARD
SPECIFICATIONS AND THE: "EARTHWORK SPECIFICATIONS" ATTACHED TO THE
PRELIMINARY SOILS INVESTIGATION, DAILY FIELD COMPACTION REPORTS WILL
Bl! SUBMITTED, TO THE PROJECT INSPECTOR. • . .
' ' 14, A PRC-CONSTRUCT/ON MfET{NtJ SHAI L 8f: H£I Q· AT 71-111' SITI! PRIOR IQ 71-111'
BfGINNING Of WORK AND Sf-JAi L 8£ ATTENDED BY ALL Rf;PR£SE;NTA1M$
BfSPONS181 E' fOR CONSTRUCT/ON, INSPECTION SUPE"RVISION 1EST1NG AND ALL
OTHER ASPECTS Of THE' WORK. THE CONTRACTOR. SHALL SCHEDULE THE
MEETING THROUGH THE PERM/1" CLERK (760)438-3891 AT LEAST AVE: (5)
WORKING DA\'S PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS
MUST BE: AVAILABLI! PRIOR TO SCHEDULING. THE: GRADING PERMIT WILL BE:
PROVIDED BY . THE: PROJECT INSPECTOR AT THE MEETING.
i
I~. ALL INSPE;CDON Rf;QUE;STS QT1-!E"R Il/AN fQR PRC-CONSTRUCTION MEITlNG
WII L 8E' MAD[ ay CALLING WE' £NGIN££R/N(J 24 HOUR INSPECTION REQUESf
LINE' AT (750):f.JB 3B511. INSPECTl()N REQUEST MtJST 8£ RECEIVED PRIOR TO
2:00 P.l.f. ON, rne DAY BEFORE: THE INSPECTION .IS NEEDED. INSPECTIONS
WILL BE MADE; THE NE:XT WORK DAY UNLESS YOU REQUEST OTHERWISE.
REQUESTS MADE AFTER 2:0D P.M, WILL 8£ SCHEDULE() FOR TWO (2) FULL
WORK DAYS' Lf TER. ,
I , :
HI, THE OWNER AND/OR APPLICANT THROUGH TH£ Dl;YELOPER AND/OR
CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFITY DEVICES,
INCLUDING SHORING, AND SHALL BE: SOLELY RESPONSIIJI.I! FOR CONFORMING
TO ALL LOCAi;. STATE AND FED/;;/lAL SAFITY AND HEALTH STANDARDS, LAWS
ANO REGULATIONS. . -·
17. 1HE: CONTRACTOR SHALL CONFORM TO LABOR COD! SECTION 6705 BY
SLJBMITT1NQ A D£TAIL PLAN TO THI! CIT'f £NCJN££R AND/OR CONC£RN£/J
AGENCY SHOWING TI!E: D£SIGN OF SHORING, BRACING, SLOPING OR OTHER
PROVISIONS TQ BE: MADE OF WORKER PROTECTION FROM TH/i HAZARD OF
CAVING OURING TI!E: EXCAVATION OF' SUCH TRENCH OR TRENCHES OR
DURING THE f:/PE: INSTALLATION THEREIN. THIS PLAN MUST BE PREPAR£0
FOR ALL TRE;IICHES FIVE: (5) FE£J' OR MORE: IN DEPTH AND APPROVED BY
THE CITY ENG/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. if
Il/E' PLAN VAR/£$ fPOM THE' SHORING 5YSIDI STANDARDS ESTABLISlf£Q B't rue: CONSTRUCTION SAffJY ORD£RS, rm E' 8 CAUFORNlA ADMINISTRATIVE;
CODfa TH( Pf,AN S/:Plll BE' Pli'E"PAR£Q ay A RE"GIS1ERED ENGINffR A[ TH£
CONTRACTOR'! [XPENSE A COPY OF' THI! OSHA f:XCAVATION PERMIT MUST
BE: SUBMITTE TO Tl!£ INSPECTOR PRIOR TO EXCAVATION. · ·
18. NO Bl.AST/NG SHALL 8£ PERFORMED UNTIL A VALID BLASTING PERMlf HAS
BEEN OBTAIN£/) FRO.',/ THE' CITY OF' CARLSBAD, SUBMIT APPLICATION FOR
BLASTING PERM/1" Wf!.L IN ADVAN(;fi: OF' THE SCHEDULING OF' BLASTING
OPE;RATIONS,
19, !If ANY ARCHAEOLOGICAL RfSOURCfS ABE' piSCOV[REQ WITHIN ANY ll'ORI{ ARf4 DURING CONSTRUCT/ON. OP[RATIONS W/1 L C£ASl1' IMM[DIAmy, ANO
THI! PERMITTEE WILL NOTIFY Tl!£ CITY ENGINEER, OPERATIONS WILL NOT
.RESTART UNTIL THE PERMlm:£ HAS RECEIVED WRITTEN AUTHORITY FROM THI!
CITY £NGIN££]J TO DO SO,
20. ALL OPERATION$ CONDUCTED ON THE: Sl7E OR ADJACENT THERETO,
INCLUDING W,\RMING UP, REPAIR, ARRIVAL, DEPARTURE: OR OPE"RATI0/1 OF
TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY
OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE: l/MITEO TO THI! PERIOD
8£.T-HEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY 7HROUGH FRIDAY AND
NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON
WEEKENDS Off HOLIDAYS. (A LIST OF CITY HOLIDAYS' IS AVAILABLI! AT THI!
£/'IGINEF;RING pEPARTMENT COUNTER.)
'
HUNSAKER
& ASSOCIATES
SAN [IIEGO, INC.
'
Pl.ANNING 9707 Waples Street
ENGINEERING San Diego, Ca 92121
SURVEYING PH(HSB)S58-45DO· FX(858)558-1414
' ! • .
' R;\0731\&Eng\Grading\0731 PG01.dwg( 1275]Jul-16-2007;13;50
' ' I
GRADING NOTES . . I
· (CONTINUED)
, 21. All brr SITE; HAUL ROUTES SHALL BE; SUBMITTED BY TI!£ CONTRACTOR
TO me CITY ENG/NITR FOR APPROVAL TWO FULL WORKING DAY$ PRIOR
TO 'GINN/NG Of WORJ$.
22, IMPO/:IT MATERIAL SHALL BE: OBTAINED FROM, AND WASTE MATERIAL SHALL
8£ IJF;POSITED AT, A SITE APPROVED BY Tf/E: CITY ENGINEER, TH(
CONTRACTOR SHAI L BE RESPONS/81 E' fQR ANY DEBRIS QR DAMAGE;
OCCWffllNG ALONG Il/E' HAUL ROUTES OR AQ.JAC£NT STRITTS AS A
RES'f T Of WE GRAD/NG OPERATION,
2J. BRU~ SHALL BF: REMOVED 0/'ILY WITHIN THI! AREA TO 8£ GRADED. NO
' TREEr ARE: TO BE: REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24, ALL ~£AS SHALL Bl! GRAOEO TO DRAJN. GRADING RESULTING IN 7HE
PONDING OF WATER IS NOT PERMITTED, ALL EARTHE:N SWALES ANO
D/TC1£S SHALL HAVE" A MINIMUM ONE PERCENT SI.OPE.
25, THESf: PLANS ARI! SUBJECT TO A SIGNED AND APPROVED SET OF'
EROS.ION CONTROL CONTROL PLANS. EROSION CONTROL SHALL BE: AS
SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY
THE;ITY INSPECTOR.
26. ALL LOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUC/! A
UNIF RM SURFACE AND CROSS SECTION. THE: SITE SHAll 8£ LEFT IN A
NEA,; AND OROERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS
SHAy.. BE: REMOVED AND DISPOSED OF' AT A SITE APPROVED OF BY THE
CITY IENGINEER.
27, All ?LOPES SHALL 8£. IRRIGATED, STABILIZED, PLANTE() AND/OR
f-f'(l)ROSEEDED WITHIN TEN (10) DAYS OF' THE TIME WHEN EACH SLOPE
IS BrUGHT TO G/lADI! AS SHOWN 011 THE: APPROVED GRADING PLANS.
28, LAND/'!CAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS
REOI./IRED BY. THE CITY OF' CARLSBAD LANDSCAPE MANUAL, THE
LAND:,cAPING PLANS FOR THIS PROJECT, DRAWING NO. 450-3~ AND/OR AS
DIREfTED BY . THE CITY ENr;INEER OR PLANN/NCJ DIRECTOR.
29. THI! PWNER/APPLICANT SHALL INSURE: THAT ALL CONTRACTORS SHALL
COORDINAT! THE WORK OF THESE GRADING PLANS WITH THAT Sl!QWN ON BOT/I THI! LANDSCAPE: ANO IRRIGATION PLANS AND THI! IMPROVE:MENT Pl»!S AS REQUIRED FOR THIS WORK IN ACCORD/JNCE WITH THE:
LANDSCAPE: MANUAL TIMI! REQUIREMENTS. i '
JO; STORM DRAIN PIPE: SHALL Bl! REINFORCED CONCRETIE PIPE: Wmt A
MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO
IS" pvc MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO
BACKFILLED WIT/I J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE:
MEETS ASTM STANDARD JOJ,f-FOR SDR JS SOLID WALL PIPE:. ' ' I .
JI, WHERI! AN E:xlSTIN(J PIP/! LINE: IS TO BE: ABANDONED AS A RESULT OF '
THI! GRADING OPERATION, IT SHALL BE: REMOVED WITHIN TWENTY FEET Oft
BUILQING OR STREET AREAS AND 8£ REPLACED 'WITH PROPERLY
COMPACTED SOILS. IN QTHER AREAS THI! PIPE: WILL BE PLur;r;ED WITH
CONCRET/E OR REMOVE() AS APPROVED BY THE CITY ENGINEER. I . . ,
. 32. THE PONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
FACl~ITIES (ABOVEGROUNO ANO UNDERGROUND) WITHIN THE: PROJECT Sl7?
SUFF)CIENn.Y AHEAD OF GRADING TO PERMIT THE: REVISION OF GRADING
PLANS IF IT 1$ FOUND THAT THI! ACTUAL LOCATIONS ARE IN CONFLICT
WffH i TH£ PROPOSED WORK.
JJ, THE .CONTRACTOR SHALL NOTIFY AFITCTED UTILITY COMPANIES (SEE:
BELOW) AT LJ;AST TWO (2) FULL WORKING DAYS PRIOR TO STARTING
GRADING Nt::AR THEIR FACILITIES AND SHALL COORDINATE THI! WORK WIT/I
A C1MPANY REPRESENTATIVE.
UNDE;:RGROUNO SERVICE ALERT
SDG&E:
sacl
TIME. WARNER (CABLE n.?
CITY OF CARLSBAD (STREETS .t STORM DRAIN)
*CITt OF CAR.tSBAD (WATER .t RECLA/MEO WATER)
•SA~ DIEGUIT() WATER DISTRICT
*LE~CAD/A WASTEWA TEil DISTRICT
*VALl£CITOS WATER DISTRICT
*Oll'(ENHAJN MUNICIPAL WATER OISTRICT
•au1NA SANffATION 01sTR1cT
'AS ~PPROPRIATI! • ,
(800)422-41 JJ
(B00)660-7J4J
(BOD)B92-012J
(B00)B72-0204
(760)4J4--29BD
(760)438-2722
(760)6JJ-2650
(760)75J-01S5
(760)744-0460
(760)753-6468
(760)726-1 J40xl 374
J,f-. PF;Rr/T COMPLJANC/f: REQUIREMENTS:
A. FOR CONTROL! ED GRADING -THE: APPLICANT HIRES A CIVIL
; ENC/NEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE" TECHNICAL
1
Af)VICE, OBSERVE" AND CONTROL THE: WORK IN PROGRESS
(15,18.110,AB) CARLSBAO MUNICIPAL CODE. I •· .
B. PRIOR TO FINAL APPROVAL Of A GRADING PERMIT -THI: FOLLOWING
, REPORT$ MUST 81! SUBMITTED TO THI! CITY ENGINEER VIA THE
, PROJEC~ INSPECTOR (15. I 8. 120.A9 .t . 10) CARLSBAD MUNICIPAL I COD£:
(I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE, ALL EROSION CONTROi. SLOPE PLANTING
AN!) IRRIGATION ARE: INSTALLED IN CONFORMANCE: WITH CITY
COOE: AND nil! APPROVED PLANS (OBTAIN SAMPLE: OF
COMPLIANCE: LEm:R FROM CITY ENGINEERING DEPARTMENT).
AS-BUILT GRADING PLAN,
REPORr FROM THE: SOILS ENGINEER, WHICH INCLUDES .
RECOMMENDED SOIL BEARING CAPAC/TICS, A STATEMENT AS TO
TH/f; EXPANSIVf! QUALITY OF TI!/! SOI~ ANO SUMMARIES OF' FIELD
AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A
STATEMENT BY THE: SOILS ENGINEER THAT THE GRADING WAS
DONE: IN ACCORDANCE WITH THE: REQUIREMENTS AND
RECOMMENDATIONS Oun.lNED IN THE: PRELIMINARY SOILS REPORT
ANO AN'( SUPPILMENTS THERETO.
( 4) REPORT WITH AS-BUILT r;EOLOGIC PLAN, IF REQUIRED BY THE
I a,7r. . .. . .
J5, UNLESS A GRADING PERMIT FOR 7HIS PROJECT IS ISSUED WITI!IN ONE:
(I) \'£AR AFTER THE CITY ENGINEER'S APPROVAi. THESE: PLANS MAY BE:
REQ\)IRED TO BE: RESUBMtm:D FOR PLAN CHECK. PLAN CHECK FEES
WILL, 8£ REQUIRED FOR ANY SUCH RECHECK. · i ·, . '
J/1 THE" GEOTECHNICAL INVESTIGATION FOR PROPOSED RESORT VILLAS, LA
COSTA RESORT ANO SPA, PREPARED BY SLADOEN ENGINEER/NG DATED
NOV(::MBER II, 200J AND UPDATED SEPT I I, 2008, SHALL BE: CONSIDERED
AS ... PART OF THIS GRADING PLAN. ALL GRADING SHALL BE: DONE: IN
ACCQRDANCE WITH THI/: RECOMMENDATIONS AND SPECIFICATIONS CONTAINED
IN r ID SOILS REPORT.
J7, ALL .SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS
WOR!5..JHALL 8£ REESTABLISHED, PERPETUATED, AND DOCUMENTED PER
PRO ·c.;:,SIONAL LAND SURVEYORS ACT.
, , I ------.. : I ' '
GRADING PLANS FOR:
LA COSTA RESORT
PHASE 3
& SPA
SOILS ENGINEER'S CERTIFICATE
I, BRETT L. ANDERSON, A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA.
PRINCIPALLY DOING BUSINESS IN THE: FIELD OF APPLIED SOILS MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE'. SOILS CONDITIONS PREVALENT WITHIN
THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BITWEEN THE: DATES OF' MAY
JO, 200J ANO JUNE: 28, 2002. TWO COPIES OF TH£ SOILS REPORT COMPILED
FROM THIS STUDY, WITH MY R£COMME"NDATIONS, HAS BEEN SUBM/m:D TO THE:
OFFICE: OF TI!/! CITY ENGINEER.
SIGNED: -...::::::-,.,.--J:::t/Jj __
· BRETT L AN~G/NEER
R.C.E:. NO. C45.389, E:xP. 9/J0/08
SLADDEN ENGINEERING
J9-72{J GARAND LANE', SUITE G
PALM DESERT, CA 92211
(7BD)772-JB9J
EARTHWORK QUANTITIES
RAW CUT:
RAW FILL:
EXPORT:
REMEDIAL:
6,506 C.Y.
3,J9J C.Y.
J, IIJ C.Y.
IB,375 C.Y,
NOTE: GRAD/NCI Qt/ANT/TIES SHOWN ARE: FOR PERMIT PURPOSES ONLY AND
ARE NOT TD BE: USED FOR FINAL PAY QUANTITIES.
SOURCE OF TOPOGRAPHY'
TOPOGRAPHY SHOWN ()N THESE PLANS WAS COMPILED BY PHOTOGRAMMETRIC
METHODS, FROM AERIAL PHOTOGRAPHY DATED 08-0J-OI, BY RICK ENGINEER/NG
COMPANY. TOPOr;RAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
OWNER/DEVELOPER
ARENAL ROAD, LLC
1107 QUAIL ST.
NEWPORT BEACH, cA 92260 (949) 851-0993 . .·
LEGAL DESCRIPTION
BEING A SUBDIVISION Of PORTIONS OF' THAT CERTAIN LAND MDRI! PARTICULARLY
D£SCRIBED AS FOLLOWS:
THAT PORTION OF LAND AS SHOWN ON EXHIBIT "B, • OF CERTIFICATE OF COMPLJANCI!
NO, CE 0/J-JB, Ill nil!: CITY OF' CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, RECORDED DECEMBER 22, 2005 AS INSTRUMENT NO 2005-1094980
BOF OFFICIAL RECORDS.
BENCHMARK ..
A STREET CENTERLINE: MONUMENT ON EL CAMINO REAL O.Ba MILES NORTHERLY
FROM LA COSTA AVENUE:. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA.
PAGE 184
ELEVATION: 11 J. 122
ADJUSTED DATUM: NGVD 29
PROJECT LOCATION
TI!IS PROJECT IS LOCATED WffHIN ASSESSORS PARCEL NUMBER(S) 216-590-19
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N !.J1Zll £ ~
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWING NOS. 422-6, 422-5A, 402-28, 402-2C, 402-2E'.,
402-2F, .t CMWD 7JBJ
BASIS OF BEARINGS
THI! 13AS/S OF BrARINGS fOR THIS SURVfX IS THE: CALJfORNIA COO RD/NA TE: SYSTE"M
- I 9BJ, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 19BJ (NAO BJ),
GRIO BEARINGS BETWIIN STATION CLSD-02J AS SAID COORDINATES ARE PUBLISHED
IN THE CITY OF CARLSBAO SURVEY CONTROL NIT-NORK ESTABLISHED BY RECORD OF'
SURVEY MAP NO. 17271, FILED IN THE omcE OF THE SAl'i DIEGO COUNTY .
RECORDER ON FEBRUARY B, 2002.
CARLSBAD
AIIE,
L...r---._,
1'-----
,\
CITY OF E:NC/NITAS
VICINITY MAP
NTS
DECLARATION OF RESPONSIBLE CHARGE
I' .. '
PROJECT
SITE
I HEREBY OECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJ£CT, THAT I
HAVE: EXERCISE() RESPONSIIJI./! CHARGE: OVER Tl!E: DESIGN OF THI! PROJECT A$
DEFINED IN SECTION 670J OF TI!£ BUSINESS AND PROFESSIONS CODE:, AND THAT
TI!E: DESIGN IS CONSISTENT WfTH CURRENT STANDARDS. I UNDERSTAND THAT THE
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THI! CITY OF CARLSBAO
DOES NOT REl.lEVf! ME:, AS E:NGINEER OF' WORK. OF' MY RESPONS/811./TIES FOR
PROJ£CT DESIGN.
FIRM: HUNSAK£R .t ASSOC/A TE!
ADDRESS:
PHONE:
9707 WAPLES STREET
SAN DIEGO, CA 92121
(858)5511-4500
B~~~~ -Oll!)L W.Ri
R.CE NO. 48870, EXP. 6/JO/OIJ
OWNER'S CERTIFICATE
DATE: 7/4,/47 '
I, (WE) HEREBY CERTIFY THAT A R£GISTER£0 SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVIS,: OVER-ALL GRADING ACTIVITY AND ADVISI!
ON THE COMPACTION AND STABILITY OF TH/$ smr.
SIGNEO, te,,Q a ~ DATE, t}t/<,7
ARENAL ROAD, LLC
SHEET INDEX
COVER SHEET
KEY MAP, SECTIONS, DETAILS, SIGNINCJ & STRIPING NOTES
OEMOLITION PLAN
ROUCH GRADING PLAN
PRECISE GRADING (SURFACE) PLAN
PRECISE GRADING (AREA DRAlN) PLAN
STORM DRAJN SHEET
HORIZONTAL CONTROL SHEET
EROSION CONTROL DETAILS
EROSION CONTROL PLAN
SHEET NO.
I
2
J
4
5
8
7
8
g
10
REQUIRED TREATMENT CONTROL BMP TABLE
TYPE DESCRIPTION OWN[RSHIP
FLOW THROUGH COS MODEL
SE:PARATOR MP-51 PRIVA7£
MAINTENANCE
AGREEMENf SHEET NO. MAIN TE NANCE: FREQtJ[NCY
MAINTAINEO BY vWG NO 402-28 STA)£ RfCOMMENDE/J
HO/El. SH[ETS 2 & B FREOtJENCY -THREE 'DFFS/7£ FACILITY TIMES PER YEAR
QUANTffY
I [A.
WORK TO BE DONE
THE: GRADING WORK SHALL CONSIST OF THI! CONSTRUCTION OF ALL CUTS ANO FILL$, REMEDIAL GRAD/NO,
EROSION CONTROL FACILITIES, DRAJNAGE: FACILITIES, AND PLANTING OF PERMANENT LANDSCAPIN!J AND
PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR
REQUIRED ON THIS SET OF PLANS AND THI! CITY STANDARDS, SP£CIFICATIONS, REQUIREMENTS,
RESOLUTIONS AND ORDINANCES CITED ON TH£S£ PLANS.
THE GRADING WORK SHALL BE: PERFORM£D IN ACCORDANCE: Wmt THI! FOLLOWING DOCUMENTS,
AT THE: TIMI! OF CONSTRUCTION, AS DIRECTED BY THE CITY E:NGINEER,
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
CURRENT
4. PLANNING COMMISSION RESOLUTIONS NO. 5702 ,!: 570J, DATED AUGUST 1 IJ, 2004, AND PC
R£SO 5235 DATED JANUARY 17, 2007.
5.,-THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRl,JCT/()N (GREENBOOK),
6. GEOTECHNICAL INVESTIGATION PROPOSED RESORT VILLAS LA COSTA RESORT .t SPA, DATED
NOVEMBER 11, 200.J, BY SLADDEN ENGINEERING, UPDATED SEPT II, 2005.
7. TH£ SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE: MODIFIED BY THE:1 CITY OF
CARLSBAD STANDARDS. -.
8. ENVIRONMENTAL APPROVAL DOCUMENTS. DATED SEPTEMBER 21, 2Q0f (PC RESO 5697)
9. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY: R8f CONSULTING, DATEO:
JUN/! HJ, 2005, WDID NO,: 9 J7C.340832,
10. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY: HUNSAK[R ,t ASSOCIA1ES, INC,. DATED:
JAN 2007. .
11. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICI!.
HANDBOOK; AND THI! STATE OF CALIFORNIA DEPARTMENT OF' TRANSPORTATION CONSTRUCTION SIT(
BEST MANAGEMENT PRACTICES (BMP) MAN/JAL
DESCRIPTION
FINISHED FLOOR £!£VAT/OH
SUBDIVISION BOUNOARY
LOT LINE
EASEMENT LIN/!
CONCRITE: STEP: NUMBE:R OF' RISERS
HEICHr OF RISER (IN}
EXISTING SOUND WALL
RETNNl':fG W/ILL (PER SEPARA Tl! PCRMlr)
6" CURB .t GUTTER
6" CURB ONLY
LEGEND
STD. DWG.• SYMBOL
Ff~75t.7/J --------
EB
.J" AC/6" AB SEE: PLAN FOR LOCATION J
PCC PVMT OVER NAnvl! SE£ PLAN FOR LOCAOON
R.tR EXISTING CURB .t ASPHALT
J' RIBB0/1 GUTTER
SEE PLAN FOR LOCATION W01 =~~=
CURB RAMP (MODIFIED TYPE: B)
rt'PI! :4' CLEAN OUT
rrPI! 'G' CATCH BASIN Wlffl STENCIL
12" RCP (1650 D)
12• HOPE PIP£
11• HOP£ PIP£
6" HOP! PIP£
6" PVC ARfil DRAJN PIPI!
f • PVC ARfil DRNN PIPE
BURRITO DRAIN
AREA DRAIN INLET
ARfil DRAIN Cl£ANOUT
DOWNSPOUT LOCATION
PROPOSED SPOr El.£VATION$
CUr/RlL UN£
DAYLIGHT UN~
SI.OP£ EMBANKMENT (2:1 MAX)
EXISTING CONTOUR
FINISH CONTOUR
DETAIi. ON Sffl'. 2
G-21
D-9
D-IJ
Pf:R DETAIL. SHEET 2
Pf:R DETAI~ SHEET 2
n
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=r'..-..-~'ibn'"Yll
---1Bo---
'ALL STANDN?DS ARE SAN DI£(}() REGIONAL STANDARD DRAWINGS D<C,:PT A$ NOTED.
SUSMP PROJECT PRIORITY: HIGH
P4JNIN~ DE~ARTMENT. APPROVAL
'7~L_:.:q__:.;_~~(Sc!ctGN=tD~;=-.---Jjb,-9""'--DATE: 6/1~/~
"AS BUILT"
-!
OUANTIT'I
tJ,921 SF
420 If
1,280 If
24,52J SF
J9/J SF
J,5JJ SF
Bil If
z E4
, E4
7 E4
68 If
141 LF
97 LF
201 LF
4'1 LF
1,044 LF
DATE
),
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N NEU, PLANHINO DIRECTOR
C 'J .A RCE ----EXP. ___ _
~~D) .--OATE:8/IJ /07 I-RE-VI-EW_E_D_B_Y:~-------------.-1
RECOMMENDED BY: 1/.vJ l-ve&b (l'RIN1' NAME) INSPECTOR DATE
1------+----+-------------+---JI----JI----Jll----l[TI C ITYEN£[RIN~!~~~~AD
1---+---+----------------lf---lf---+--+----1 GRADING &EROSION CONTROL PLANS FOR: •
IA COSTA RESORT & SPA
/ PHASE3 .
CARLSBAD, CA
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'!' SUBDIVISION 80/JNDARY
--···· I
~2• HIGH GUARDRAIL PfR LANDSCAPE Pl.AN WALL PERMIT BY SEP£RA 1E PLAN, , Sff DETAIL I OF RETAINING WALL PLAN.
WALL P(RMIT BY SfPfRA 71:: PLAN, SE£ DETAIL I OF RETAINING WALL Pl.AN.
WALL PERMIT BY SEPfRA 1E PLA_IJ, Sf£ DETAIL 2 OF RETFoJNING WALL Pl.AN. ' •
TRENCH DRAIN ! GRA IE PER LANDSCAPE PLAN
SUBDIVISION BOUNDARY
DAY'-IGHT
El{ 6' HIGH
SOVNOWALL
AREA DRAIN P(R Pl.AN
l' MN J.S' J.S'
MIN MIN
IE PER PLAN I CONNECT TO
SEr°"JfJxf ~~t/i~
SECTION A-A·
NOTES:
o.s· MIN.
PATldPfR LANDSCAPE PLAN
,. Y INDICATES EU:VATION AS SHOWN ON PLANS,
SECTIOND-O
I ' . ,
WALL PERMIT BY SU'ERA 1E PLAN. Sff DETAIL 4 OF R(TAINING WALL PLAN.
SUBDIVISION BOUNDARY
DA Y/.JGHT
· ~X (;ROUNO
NT$'.
EX 6' HIGH
SOUNDWALL
AREA DRAIN PER PLAN
TRE:NCH DRAIN ! G A 7E,r--..__ PE,R LANDSCAPf PLAN
! --~-. 7'-~,t~.-.---'f
•.J•"•~-~
~==t=J
CONNECT TO If PER PIN
TRENCH DRAIN 5fE DETAIL RIGHT
SECTION.B-B
Y!JIJ&,5/lf
f.5~ .f.'
0.5' MIN.
ECTIONE-E
J'
VARIES 1.B•-5.0'
PL~
DA Y'-IGHT, i
-\
6' HIGH 50/JNDWALL ON TOP OF RETAINING WALL
PER LANDSCAPE: PLAN
EX GROUND
VAR/fS 9' TO 12. S'
6' CURB
SDSRD G-1 PROPOSEO
PARKING
RETAINING WALL HD(jHT VARIES 4. 6' TO 1 J. 4 PER SfP,ARA 7E PLAN : ~ .. ~: ----:~-~~--~--~--r
WALL PERMIT 8 Y SEPER A If PLAN. SfE DETAIL J OF RETAINING WALL Pl.AN.
• CURB
SDSRD G-1
.,"-•-~
SECTIONC-C
NTS
NOTES:
1, Y INDICATES ELEVATION AS SHOWN ON PLANS.
2.o• MIN.
S4W CUT UNE
A.C. PAvf:~NT ANO BAS£ (TYPICAL)
1
-_-y'=~__J
GR/NI) EXISTING PAVEMENr l
fil'oo"f{'~fdff)'IJAr FOR
GRIND AND OVERLAY DETAIL
NTS NTS I •
NOTES: ! 1 1. Y INDICATES ELEVATION AS SHOWN ON PLANS.
NOTES: .
11, Y INDICATES ELEVATION AS SHOWN ON PLANS.
. '
' SIGNING AND STRIPING NOTES
I. THE CONTRACTOR IS RESPONSIBLE fOR INSTALLAnON OF ALL S/(;NING ANO STRIPING,
' .
2. ALL SIGNING, STR/PIN(i, AND PAVEMENT MARKING$ SHALL CONFORM 70 TH£ CALJFORN/A MANUAL O I
UNIFORM TRAmC CONTROL DrucES (FHWA 'S MUTCD 200J REVISION I, AS AMENDED FOR US£ IN
CALJFORNIA). 771E CALTRANS STANDAR/J SPEC/A(;ATIONS (2006 OR LAT£ST VERSION 771cREOF), THESE ,
PLANS AND THF: SPECIAL PROVISIONS. . . ; : • • . I
J. ALL SIGNING ANO STRIPING IS SUBJECT TO 771£ APPROVAL OF 771£ PLJBLIC WORKS DIRECTOR OR HIS
RF;PRESENTAT/Vtr. PRIOR TO INSTALLATION. · i , • ,
4. AN'f OEVIA T!ON FRO•: M_ 771ESF: Sl(;N/NG ANO STRIPING_•.•: PLANS SHALL BE APPROVE() BY THE oNG/NEei OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN . THE: AELO, .
5. ALL STRIPING SHALL BE REFI..ECTTvr PER CALTRANS_. •. SPECIACATIONS, STRIPING SHALL BE REPNNr TWO WEEKS AFTER INITIAL PNNT/Nd .· . : • • , ·.
I ' ' , '
6. ALL SIGNAGE SHALL BE RfftECTIVE PER CALmAN$, SPECIFICATIONS ANO SHALL USE ENCAPSULATE.LLENS Rf:fl.ECTIVE SHfUl/1/G (Hl(;H INTE;:NSITY OR EQUAi). · . , . . .· . ·
l. PRIOR 70 ANAL ACCEPTANCE OF STREIT IMPROVEMENTS, ALL STREU STRIPING AND MARKINGS WI , IN A 500'
PERIMETER OF 771E CONSTR. UCTION PROJEcr WILL BE RESTOR..EO TO A "LIKE NEW• CONDITION, IN A rNNER MEETING. THE APPROVAL OF 7711! CITY INSPECTOR. · , 1 • ' •
': ; .
8. EXACT LOCATIOI'/ OF STRIPING ANO STOP UMlr LJNES SHALL BE APPROVE() BY THE PUBLIC WORK DIRECTOR OR
HIS RF;PRESE:NTATIVf PRIOR TO INSTALLATION. ·· . ; . : ,. '
9, CONTRACTOR SHALL REMOVE AU. CONFLICTING ?AINTEO UNF:S, MARKINGS ANO PAVEMENT LF:GENDS BY GRINDING.
DEBRIS SHALL BE PROMPTLY REMOVED BE 771t:: CONTRACTOR. · •
10, ALL PAVEMENT Lf:GENDS SHA~L B! THE LA T£ST. Vc;RS!ON OF 771E CAL TRANS STENCILS.
. ' .
1 ,. uM1r UNES AND CROSSWALKS SHALL BE AEI..D _LoCATEO. CROSSWALKS SHALL HAV£_ 10· INSIDE IIMENstoN UNLESS OTHE:RW/Sfi SPECIF/El), .· · • . ' . . . •
. . ' ' : '
12. ALL CROSSWALKS. LJMtr LINES. STOP BARS. PAVEMENT ARROWS AND PAVEMENr LEG.E:NDS SHALL ft:: THERMOPLASTIC UNLESS 077-/ERWISE sPfCIAEI). • : . · •·.
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I J. FIRE HYDRANT PAVEMENr MARKERS SHALL CONFORM TO 771f CALIFORNIA MANUAL ON UNIFORM Tf/AFFIC
CONTROL DEVICES (FHWA'S MUTCO 200J REVISION_ ,, AS AMEND(O FOR us,r IN CALIFOR··.N/A).. ANl)J DIEGO REGIONAL STANDAR/) DRAWING M-19, ·. • , : : : ! -
· 1-«. ALL MEDIAN NOSES ANO FT.ARES SHALL BE PNNTED YELLOW. ·.· ' I .,, ' ' • , •
15. ALL SIGNS SHALL BE STANDARO SIZE AS SHOWN IN THE CAIJFORNIA MANUAL ON UNIFORM 7i C CONTROL
DEVICES (FHWA ·s ~UTCD 200J REVISION ,. AS AMENDED FOR use: IN CALIFORNIA) UNLESS OTHERW!Sf SPF:CIFIEI),
1/J, SIGN POSTS SHALL BE SQUARE PERFORATED STE£!. TUBING WITH BRfAA;\WAY BASE PER SAN DlfJ O Rf(;IONAL STANDARO DRAW/Hr; M-45. ·. . . . ' . . . . .
: . : ' ' '
, l. WHEN A SIGN ·,s ATTACHEI) to A POLE', ,r SHAU,. Bf MOUNT£{) US/NG A STANDARD CITY OF CAR BAO APPROVE()
MOUNTING BRACKff WITH STRAPS. . · : : : . . '
18. EXISTING S/r;N$ REMOVE() BY THE CONTRACTOR SHALL BE DELIVEREO BY 771E CONTRACTOR TO THE CITY QF'
CARlSBAI) PUBLIC WORKS YARD AT 405 OAK AVEl"~; ·. I
19. ALL SIGNS SHOWN ON THESf Pl.ANS SHALL BE: NEW SIGNS PROV/0£0 ANO INSTALL£() BY 771£ C NTRACTOR
EXCEPr 77f0Sf Sll;NS SPECIFICALLY SHOWN AS EXISTING TO Bf RELOCATE() OR TO REMAIN.
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HUNSAKER
CONC.
O" CURB SECTION
NOTE:S:
1. CONCRE:TE SHALL BE: 520-C-2500
2. PROVIDE: TRANVERSE: JOINTS PE:R
RSD NO. (;-9 & G-10
THICKNE:SS = 5.5' "1-,-.s~· .__.,1-,-.s~__,_
2,r i :o.1J'
_, I .. -.
3' RIBBON GUTTER
' <o
NTS
NOTE:~ N~
1. CONCRETE SHALL B£ 560-C-3250
2. PROVIDE TRANV£RSE JOINT PER RSI) NO. G-10
RETAINING WALL
PER DETAILS ON
RETAINING WALL
PLAN.
FS ELEV. SEE: PRECISE
GRADING Pl.AN
1.01' MIN
1YPICAL AREA DRAIN UNDER
RETAINING WALL DETAIL
4• ATRIUM GRATE: _/i
NOS /75, /76, /7/J,
/78$ OR APPROVE()
EQIJIVALE:NT UNLE:SS
OTHE:RWISE: NOTE:0.
AREA DRAIN DETAIL
---~-------------
B
~
t
~
4
LOT
40
8
A
-----·---
I
LOT 38 I LOT 41
PA0=68.1 PA0=68.0
I
SO\Lf: I " ~ 40'
)
INSTALL 4" PVC RISER
STUBBED FOR CONNECTION
TO YARD DRAINS (PER
PRECISE GRADING PLAN)
90' ELBOW
INv£RT ELEV. PfR PRECISE
GRADING PLAN
-INSTALL 4" PVC
RISER STUB
CONNECT TO WALL DRAIN SYSTEM
_.;INSTALL 4" PVC
RISER STUB FOR
CONNECTION
TO WALL DRAINS
RETAINING WALt PER DETAILS ON
~cl*'.NING WALL
F5 ELfV. SEE: PRECISE
GRADING PLAN
2.01' MIN
I.OK MIN
r----~~ -,~--,--7
1· ... ... .,J•
l , • • · I
I,.(/· • . A. ' ·• • ,J
L _._ - -~ - -!t,_ -C·-·-J
LOT :39
PAD=QB.1
2.01' MIN NOTE:
INSTALL 4" PVC RISER
STUBBED FOR CONNECTION
TO TRENC~ DRAINS (PER
LANDSCAPE PLAN)
-INSTALL 4• PVC
RISER STUB
CONNECT TO WALL DRAIN SYSTEM
INSTALL 4' PVC
RISER STUB FOR
CONNECTION
TO WALL DRAINS
90' ELBOW
N~
AREA DRAIN/TRENCH DRAIN
CONNECTION (EL CAMINO REAL)
NTS
KEY MAP LEGEND
SUBl)IVISION BOUNDARY
STRE:E:T CE:NTE;:RLJNC
WHEN CLEANOUT IS
jg
LOT 29
@]
►•◄
LOCATED IN PAVEMENT
PROV/OE: A CAP APPROPRIATE
FOR TRAFFIC LOAOS,
S£! R.S.O. 5-J
40
'Q' O\TCH BASIN
LOT NUMBER
LOT LIN/!
'A' CLEANOUT
FJRE HYDRANT
STORM DRAIN
Rl;TAINING WALL
80
SCALE 1 "= 40'
CAP
...i.--P,V.C. RISE/f (J' I MIN.)
120
STANDARD 1/8 Bf:NO
FLOW
STANOARO WYE: 4• !3 MIN.
BRANCH
AREA DRAIN CLEANOUT DETAIL
NTS
"AS BUILT"
RCE ____ EXP, ___ _ OATE
REVIEWED SY:
INSPECTOR DATE
1------1--j.-..---------+----1-----+-------+~ ~ CITY OF CARLSBAD ~
:::~=:=::::::'...':::::==E:::N::::G:::IN::::E:::ER:::IN:::G=::::D:::EP::::A:::R:::TM:::E=:N::::T ==:...':~===:
N~
l--'---+---4-------------~---l----l---+--+--~ DllT , NOTES, & IIBYMAPFOJi:
LA COSTA RESORT & SPA
PHASEl
1-----+---+----~-------1----+--+--1-----i • CARLSBAD, CA
& ASSOCIATES ENGINEER Of' WORK
PlANNING
ENGINITRING
SURVEYING
SAN DIEGO, INC
9707 Wapl~ Street
San Diego,~ 92121
PH(85H)558·4500· fX(858)558-1414 ' : i
R:\07 31\&Eng\Gradin~\07 31 PG02.dwg(]Aug-17-2007; 1_2:32. . . : I 1
~~4aL RAYONDL MARTIN
R.C.E. NO. 46670 EXP. 8/30/06
•
DATE INITIAL
ENGINEER Of WOR REVISION DESCRIPTION
DATE INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
PROJECT NO.
CT03-0l
DRAWING NO.
450'-3A.
W.O NO 2534-0J
BIN :
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OTHER APPROVAL CITY APPROVAL RVWD BY: .J!,, CT 03-01-03 450-3A
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SURVEYING
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& ASSOCIATES
SAN DIEGO, I N C.
9707 Waples Stre~t
San Diego, Ca 92121
PH(858)558·4500· FX(858)558·1414
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"AS BUILT"
DATE
REVIEWED BY1
DATE
~==~=+================!==⇒==t===t=~ APPROVED: DAVID A. .__ ~) l=I-=+==t=========t==t=+~~ I ==vr=;;;;;~~i36if· ~E~P:];6~30ZQ!oa DATE
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NGINEER or WORK --;c;-;oi"'""-ECT NO DRAWING NO. r~EP~U~T~Y ~C~IT!Y~E~N~Gl~NE~=P~[~3~30~8~~~•~=1Fc~~~~
OWN BY: p ROJ , 450 3A ~~;=t;;+=====~~====~--1~D~IIT~£=!~lN~IT~IA~LfD~A~TEg,~IN~IT~IA~L CHKD BY: ~t/:'"-CT 03-01-03 c ~ ., ~ 1 I-1-='-:":=='-t~c1~rv;-:,;;,"PR;;;o~vA;;:L I Rvwo BY: (7/ ·~ t-~DA_TE_~INl-::Tl:::AL= R,EVISION DESCRIPTION OTHER APPROVAL ~ ENGINEER OF WOR
W.O NO 25J4-0J
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HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
PLANNING 97rJ7 Waples Street
EN<;;INEERING Sao Diego, C;, 92121
SURVEYING PH(858)558-4500· rX(858)558·1414
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ENGINEER Of' WORK
~Y~ddL RONDL MARTIN CATE INITIAL
R,C.E. NO. 46670 EXP. 8/30/08 ENGINEER OF WOR
I
CURB DATA
□ 8£AR/NG/D£LTA RADIUS O B£ARING DELTA
I N 74'11'26" I 59 139'03'03"
LENGTH REMARKS
44.68' 8' CURB
2 .N 15'48'34' E 60 N 3•40•25• E
3 90•00•00• 8.00' 61 7'18'39"
10.44' a• CURB
12.57' 8' CURB
4 .N 74'11'28" W 62 N 10'57'04" E 97,59' 6' Cl.RB
5 N 74'11'28' W 63 89'50'58" 17 .01' 8' Cl.RB
6 .H 74'11'28' W 64 0'08'16'
7 48'35'25' 2.00' 65 89'52' 19'
2.50' 0' CURB
1 .70' .. O' CURB
8 .41'24'35' 2.00' 66 N 11'20'04' E
g .H 15"48'34' E 6 1'40'43'
70 .H 74'11'28' W 68 N 13'00'50' E
11 ./'I 29'11'26' W 69 89'48'53"
12 .N 60'48'34" E 70 1•05•12•
1 .N 74'11'26" W 77 92'42'21'
14 .N 29•11 ·2e· w 12 aa·o1 '01•
15. 60'48'34' E 73 N 79'21'51' I
16 .N 74'11'28" I 74 N 10'38'0II" E
17 .N 29'11'28' I 75 N 10'38'09" E
18 .N 60'48'34' E 7 N 10'38'09" E
1,45' 8' Cl.RB
17.88' 8' Cl.RB
14.64' 9• Cl.RB
4.78' e• CURB
4.78' B' CURB
20.27' 8' CURB
4.78' 8'CU18
4.78' 6" CU1B
20.27' e· CU1B
4.78' 6' CU1B
4.78' 8' MIi
19 .N 74'11'28" I 7 N 79'21'51" I
20 N 29"11'26' I 78 66'48'50'
20.27' 6' Cl.RB
4,78' 6' Cl.RB
21 .N 60'48'34' E 7 N 13•51'19• E
22 .N 74'11'28" I 80 N 76'08'41" I
23 .N 29'11'28" I 81 N 76'08'41" W
24 .N 60'48'34' E 82 N 76'08'41" W
25 N 74'11'26' W 83 N 1J'51'19" E
4. 78' 6' Cl.RB
20,21• 8' Cl.RB
4,78' &'Ct.RS
4.78' 8' Cl.RB
23.54' 8" Cl.RB
25 .Ji 15'48'34' E 84 N 76'08'41' I
27 90'00'00" 2.00' 85 N 1J'51' 19' E
17.88' 6' Cl.RB
J. 14' 6' Cl.RB
28 N 74'11'26' W 86 90'H'07' 32,00' e· Ct.RS
29 ·go"OO'00' 2.00' B N 78'49'48' I 3, 14' 8" Mil
30 N 15'48'34' E /iii N 13•10'12• E 17,88' 8' Cl.RB
31 N 29'11'28' I 89 N 78'49'48' W 4. 78' 8' CURB
32 N 60'48'34" E 90 N 48'10'04" E 4.71' 8' CURB
33 .N 29'11'28' I 97 91'01'04' 4.71' 8' CURB
34 N 60'48'34" E 92 N 1l'09'01" E 4,78' 8• CURB
35 N 29'11'28" I 93 90'54'40' i-::.::.+;.:::.=.,..:.:..,=.,....::._--J ____ +-_...:..::~-1-:c,,..;===-----J-=..=
36 II 60'48'34' E 94 91"27'34'
4,78' e• Ct.RS
4.78' 8' CURB
3 1129'11'28' I' 95 N 13'10'12" E 4.78' 8' CURB
38 ·11 60'48'34" E 96 N 76'49'48' W 4,78' 6' CURB
39 N 15"48'34" E 9 N 13'10'12' E 17,86' s• CURB
J.«· s· MB 40. 98'31 '34" 2.00' 98 84°25'51'
40,67' 6' MIi 41 N 62'43'00" I' 99 N 71'15'39' W
CURB DATA
RADIUS
1.00'
634.28'
2.00'
817.50'
2.00'
634.54'
J,00"
B18.01'
5.00'
s.oo•
5.00'
5.00'
5,00'
7.01'
2.00'
5.00'
L£NGTH
2.43'
13.79'
105.97'
13,50'
3. 14'
1.49'
3. 14'
13.50'
24.45'
14.01'
4.70'
15.48'
8.09'
7.17'
14.00'
9.00'
5.00'
9.00'
20.98'
7.57'
18.30'
9.00'
8.00'
9.00"
0.95'
9.00'
17.00'
7, 91'
18.00'
18.00'
21.54'
3.51'
7.94'
4.71'
11.12'
J.19'
15.00'
38.00"
12.97'
7,37•
0,49'
REMARKS
6' Cl.RB
8' CURB
&' TYPE G etc
6' CURB
8' Cl.RB
8' CURB
6' CURB
8' CURB
8' TYPE G CIIG
8' TYPE G CIIG
6' TYPE C etc
8' TYPE C Ctc
8' TYPE C CIIG
e• TYPE G etO
6' CURB
8' CURB
O' CU1ll
6' Cl.RB
8' CU1ll
8' MB
8' Cl.RB
B' CURB
8' CURB
8' CU1ll
8' CURB
8' CURB
8' CURB
8' Cl.RB
6' CURB
8' Cl.RB
8" CURB
8' TYPE G CIIG
8' TYPE G etc
8' TYPE C Cid:
e• TYPE C etc
6" CU1B
6' CU1B
6' TYPE G etc
8' CURB
8' CURB
8' CURB
15.01' 8" MIi
12.57' 6' TYPE G CIIG
24.0J' 8' Cl.RB
1.82' 8' CU18
42 44'48'41' 19.20' 70 N 20•02•21• E ',,...---+--1~2~.00~' +-~~c-f-'!,;-~~=-=-=----+"10:'.:1µN..;7;1 ,,;:1;5,,.;:39;.~w=----+----+-~~.-I~~:;.,----
5.28' o' cao 12.00' 10 i'I 18'44'21" E 15.00' 8' CU1ll
E
52 90•15•45•
53 N B8'45'37" I
54 N 1 '14'24' E
55 N B8'45'37" I
56 64 •59• 10·
5 ·No'47•44•1
58 24'59'48'
\ \
39.90'
1. 50'
5.00'
7.00'
17.38'
REVISION DESCRIPTION
1.00'
5.74'
34,73'
J,91'
19.50'
18.00'
20.58'
7.68'
17.00'
18.00'
19.38'
10.38'
3.40'
7.57'
B' TYPE G Ctc
B" TYPE G ellG
8' TYPE C etc
8' a.RB
8' CLRB
8" TYPE G CIIG
8" TYPE C CIIG
8" TYPE C Ctc
B' TYPE C CIIG
a· TYPE C etc
e• TYPE C eta
6" TYPE C CIIG
8' TYPE G etc
8' TYPE C etc
72-
71-
70-
70-
69-
CATE INITIAL DATE
40
8.00' 8" CU18
4.95' 8" cuia
10 17'57'54" 775.00' 243.00' 6' CURB
10 N 1 '52'20' E 17.09' 8" CURB
10 92'4J'21' 5.00' 8,09' 8" CU18
10 i'I B9'09'00" E 17.04' 6' CU18
10 N 0'51'00' W 38,00' 8' Cl.RB
11 N B9'09'00" E 15,90' 8' CU18
I 11 158'47'02' 1.04' 2.63' 8' CU18
39.81' 17.78' 8' Cl.RB
11 50'24'50' 15,61' 13. 7J' 8' CU18
11 25'02'17" 12.00' 5,24' 0' CU18
17 60"10'55' 12,00' 12,60' 8' CU18
17 N 1•37'45• I 5,99' 8' TYFE C Ctc
L=17.85'
L/4=4.46'
~ ~
(j)
L= 18.85'
L/4=4.71'
~ ~
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-71
-70
CURB RETURN PROFILES
'' AS BUILT"
60 RCE EXP.
REVIEWED BY: ~
INSPECTOR
I S~EET I CITY OF CARLSBAD'
ENGINEERING DEPARTMENT
RECISE GRADING l'l.AN !'OR:
IA COSTA RESORT & SPA
PHASE3
CARLSBAP, CA
DATE
·oATE
~ 0
INITIAL
OTHER APPROVAL CITY APPROVAL
W,O NO 25J4-0J
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WATER DATA
( ] 8£ARING/OE'LTA RADIUS LENGTH REMARKS
1 N 20"02'21 • E 40.00' 4" PVC
2 N 20•02'21" E 34.90' 9" PVC
3 N 69"57'39" W 5.67' 4" PVC
1--N 20"02'21" E 19.74' 9" PVC 4
5 N 69"57'39" W 5.67' 4" PVC
6 N 20"01 '29• E 28. 70' 9" PVC
7 N 69"57'39" Yr 5.67' 4' PVC
8 N 19"4!'17' E 19.34' 9" PVC
9 N 69"57'39" W 5.67' 4" PVC
10 N 20"36'51" E 12.47' 6" PVC
11 N 69"57'39" Yr 5.67' 4" PVC
12 N 20"02'21" E 12.51' 4" PVC
13 N 69'57'39' 11' 5.67' 4" PVC
14 N 20•02'20• E 28.69' 4" PVC .
15 N 69"57'39" Yr 5.67' 4" PVC
16 N 20'02'2I • E 6.38' 4" PVC ,. N 20•02·21" E 19.30' 4" PVC
18 N 69"57'39" 11' 5.67' 4• PVC
19 N 20"02'2I • E 26.38' 4" PVC
20 N 24"07' 42' E 25.81' 4" PVC
21 N 59•57'39• 11' 12.44' 9• PVC
22 N 26"44'49" 11' 14.19' O" PVC
2. N 74•11•29• 11' 65.48' o• PVC
24 N 74"11 '29• 11' 50.00' 8" PVC
25 N 83"55'42" E 12.90' fl" PVC
26 N 15"48'34" E 10.41' 4" PVC
2, N 74"11 '29" 11' 18.41' 4" PVC
21 N 74°11'26" 11' 2.63' 4" PVC
29 N 69'57'38" W 7.18' 4• PVC
30 N 20•02•22• E 10.01' 4• PVC
31 N 69"57'39" 11' 11.00' 4" PVC
32 N 69"57'38" W 11.00' 4" PVC
3. N 61757'38" 1f 11.00' 4" PVC
34 N 20•02' 22" E 10.10' 4• PVC
35 N 20•02•2a• E 20.40' 4• PVC
31 N 81"10'34" E 6.50' 4" PVC
3, N 73'40'01" E 3.22' 4" PVC
38 N 75"26'27" E 5.89' 4" PVC
39 N 69"57'39" 1f 44.32' 4" PVC
40 N 69'57'39" W 8.25' 4" PVC
41 N 72"09'58" E 10.10' 4' PVC
42 N 89"27'15" W 38.61' 4• PVC
43 N 1"2l!'11" E 12.11' 4" PVC
44 N 1'14'24" B: 10,71' 4• PVC
45 N 1°14'24" B: 29.88' 4" PVC
41 N 1•a•24• B: 9,78' 4" PVC
4, N 1•1 ♦'24• E 20.65' 4" PVC
48 N 1•14'24,• E 6.74' 4" PVC
49 N 1'14'24" I! 24.28' 4" PVC
50 N 1'14'24" B: 22.64' 4" PVC
51 N 1°14'24" B: 10.19' 4" PVC
52 N 1•14'24• II ~.76' 4" PVC
53 N 88"45'38" 11' 7.00' 4" PVC
54 N 88"4(1'04" 1f 11.04' 4• PVC
55 N sa•40•04• 11' 11.05' 4• PVC
55 N 69"00'00" 11' 10.06' 5• PVC
5, N 62"42'16" 1f 30.66' 6" PVC
58 N 64"36'50" 11' 19.91' 6" PVC
59 N 11"41'51" B: 23.12' 4" PVC
60 N 89"20'25" E 13.67' 4• PVC
61 N 1"04'11" E 43.39' 4• PVC
62 N 1•03'44• E 94.97' 4• PVC
53 N 19"00'02" E 46.30' 4" PVC
54 N e4•49•5a• Ill 4?.97' 4" PVC
65 N 74'11'17" W 79.73' 4" PVC
66 N 14"24'33" E 13.04' 4" PVC
67 N 9•19'1a• B: 19.90' 4" PVC
68 N 74•11 '26" W 26.56' 4" PVC
69 N 15"46'34" E 12.B6' 4" PVC
70 N 76"11'14" 'If 82. 10' 6" PVC
"AS BUILT"
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REVIEWED BY:
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9707 Waples Str~et
San Diego, Ca 92121
PH(858)558·4500· FX(858)558·1414
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A STREET CENTE:RL/NE MONUME:NT, N EL CAMINO REAL 0.88 MILE:S
NORTHERLY FROM LA COSTA AvE'NUf
RECORO FROM: NORTH COUNTY 1-E'RTICAL CONTROL DATA. PAGE 184
El.E:VAnON: 11 J. 122 ADJUSTE:0
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0 8£ARING/DELTA RADIUS LEJIGTH REMARKS
I I N 0·39•57• E: 67.61' 12" RCP 1650-D•
HDPE•
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l N B2'14'06" W 62.38' 6" HDPE•
8 83"0J'4J" 22.50' 32.62'
10 N 49·09•37• W 4'1.06' 6" HDPE•
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CITY OF CARLSBAD
ENGINEERING DEPART"4ENT
~ ~
STORM DRAIN PROFIL£S FOR: . .
I.A COSTA RESORT & SPA
PHASE3
CARI.SHAD, CA
ENGINEER OF WORK • ;: :=AP==cPR==o==vE==o=, =oc=A=v"'10=1~ HA~~'«----Q/.,,_2,J,,-,
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EN"INE[R Of' WOR' REYJSION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R.C.E, NO. 48670 EXP. 8/30/08 • " : ,,
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£XIST. 10' S£WE:R £ASEM£NT
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RECORDED D£C 3, 1969
20' WAT£R LJN£ ESMT. TO
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PLANNING
ENGINEERING
SURVEYING
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
9707 Waples Street
San Diego, Ca ~2121
PH(858)558-4SqO• fX(858)558-1414
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2.31'
2.JI'
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r::: "' ,-...,..,;:;,-t 8., 2.JI'
5.00'
LOT 38
(/.SJ8 ACRES
SUBDIVISION~ .• • I
' BOUNDARY . • I
I
~
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' . /LOT 40
.J •
7.00' 1-,. -d -. .88' -
7,00'
• 0.068 ACRES O.Bn I o B4' 1848' . J.O •
,_. --,· __ 010 -",,l"-,...J r---8.94'
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BENCH MARK , I
A sTR_ m_ cENTE_ RLJNF: M_ oN_ uMF:NT oN a CAI/NO Ru>J. o,68 Mll..£S NORTH£RLY FROM LA COSTA AVENUE. ,
R£CORO FROM: NORTH COUNTY ~T/CAL C NTROL DATA. PAC€ 184
£l.£VATION: . 11:,. 1,22 A{)JUSTF:O
DATUM: NGVO 29
I . , '
R:\0731 \&Eng\Grading\0731 PG08.dwg[ 1275)Jul-16-l007:13:39
' '
---1 I I -T
I
---
0.5
11,JI'
1.46'
6.13'
0,42'
0.42'
1.88'
4.00'
4.00'
J, IJ'
J.5 I
J,J4;--,4,~ 2.22
.17'
.17' 0.17'
1.2
4.70' R
l.75' 7.75'
7.00'
L= 1' . .38' R=7.65'
L=1J.J4' R=9,8J'
7.00'
7.19'
9.24'
4.72'
1.00'
9.0J'
/8,90'
, 171
0.6 '
7,
5.
~11.JB' R~l.66
LOT 41
0.396 ACRES
1.00'
7.02'
9.41'
.7t'
0.42'
7.00'
10.09-'--..
1,88'
14.51'
13.57'
6.01-· ---------------------N74'11 '24 "F: 359.68'
0.67' .71'
.J7'
6.04'
2.02'
--l.=4.42' R=5.50'
6.0J'
LOT 39
0.528 ACRES
2.BJ'
.81'
1.28'
0.69' J.O
2.31'
6.71'
2.31'
\ \ \., \\
\ \\ \ \
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\ Ex1s\ 1 o' EASEMENT TO \
I CARLSBAD MUNICIPAL WAT£F?A,
DISTRIC:,_r P£R DOC •. R£CORDCljl
\ MARCH'( 1, 1969 AS QOC, N~,
I 49324 I \
\
\ ' \
~\ \
' \ \
7.15'
62,97'
10.17'
1.88'
14.51'--'
I
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18.90'
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.48'
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LOT 42\
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' \ \ \ \ 0.893 ACRES \
84' .94' \
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20 40 60
SCALE 1 •~ 20'
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTO~ DATE I SH;ET I CITY Of" CARLSBAD ~ ENGINEERING DEPARTMENT 0
1---+---l------~------------l-----+---t-----t---l HORIZONTAL CONTROL PLAN FOR,
ENGINEER Of' WORK
~-,a~d. ND L. MARTIN
R.C.E. NO. 48670 EXP. B/30/08
'DATE DATE INITIAL
ENGINEER Of WOR REVISION DESCRIPTION
DAT£ INITIAL
OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
IACOSTARESORT&SPA. . PHASE3 · '
CARLSBAD, CA
APPROVED: DAVIO A.
DEPUTY CITY ENGINEER
DWN BY•-~~-
CHKD BY: _,G\£77 __
RVWD BY: Hi:_
PROJECf NO.
ct oJ-01.03
~/21/'c
08 ' DATE
DRAWING NO.
450-3A
W.O NO 2534-03
BIN :
' ' ' i '!
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ll!ilii
' '
EROSION CONTROL NOTES
I. IN CAS[ £M£RG£NCY WORK IS R[QUIRED, C.ONTACT CRAIG COMBS AT +:i~-'l.U::=:t..i
2. EQU/PM[NT AND WORK[RS FOR [M[RG[NCY. WORK SHALL B[ MAD[ AVAILABLE: AT ALL I
TIMES DURING THE RAINY SEASON. ALL NECESSARY MA T£R/ALS SHALL 8£
STOCKPILED ON SIT£ AT CONV£N1£NT LOCATIONS TO FACILITAT[ RAPID
CONSTRUCT/ON OF TEMPORARY OEVICES Wlj!::N RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT EJ[ MOVED OR MODIFl£D WITHOI.JT THE APPROVAL
OF THE ENG/NE£RING INSPECTOR.
4. TH[ CONTRACTOR SHALL R£STORF: ALL £ROS/ON CONTROL DEVICES TO WORKING ORD£R
TO TH[ SATISFACTION OF THE: CITY £NG/NE£R AFT£R £ACH RUN-OFF PRODUCING
RAINFALL.
5. TH/; CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL MEASURES AS MAY 8£
R£QUIR£D 8Y THE CITY [NG/NEER DU[ TO UNCOMPL£T£D GRADING OPERATIONS OR
I.JNFOR£S££N CIRCI.JM5TANC£S WHICH MAY ARI$£.
B. TH[ CONTRACTOR SHALL BE R£SPON$18L£ ANO SHALL TAK[ NECESSARY PRECAUTIONS TO
PREV£NT PI.JBLIC TR£5PASS ONTO AR£AS WH£RE IMPQUNDED WATERS CRF;AT[ A
HAZARDOI.JS CONDITION.
7. ALL £ROS/ON CONTROL M£ASI.JR£S PROV10[0 P£R TH[ APPROVED GRADING PLAN SHALL
8£ /NCO RPO RA T£D HEREON.
6. GRADED AREAS AROI.JND TH£ PROJ[CT P£RIM[TER MI.JST DRAIN AWAY FROM TH[ FACE: OF
SLOP£ AT TH£ CONCLUSION OF EACH WORKING DAY.
9. ALL R£MOVABL£ PROT£CT/V£ DEVICES SHOWN $HALL 8[ IN PLACE AT TH[ £ND OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST £XCfED5 FORTY
P£RC[NT ( 40%). SILT AND OTH£R DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL.
10. ALL GRAV£L BAGS SHALL 8[ BURLAP TYP/! WITH J/4 INCH MINIMUM AGGR£GRAT£.
11. SHOI.JLD G£RMINATION OF HYDROS££D£D SLOP/;:$ FAIL TO PROVIDE: E:FFE:CTIVE: COVERAGE: I
OF GRAD£0 SLOPES (90,C COVERAGE:) PRIOR . TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PI.JNCH STRAW INSTALLED JN ACCORDANCE: WITH S[CT/ON 35.023 OF I
TH[ £ROS/ON AND SEDIMcNT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION
STAT£ OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£
INSTALLED AND MAINTAINED AS R£QI.J/R£D IN SfCTION 212 OF THf STANDARD
SPECIFICATIONS AND TH[ FOLLOWING:
A. HYDROS££D/NG SHALL 8[ APPLIED TO: ,
1. ALL SLOPES THAT ARE GRADED 5:, (HORIZONTAL TO VERTICAL) OR ST£EPER
WHEN THEY AR£: . .
a. THREE FEE:r OR MORE IN HF;IGHT AND ADJACENT TO A PUBLIC WALL OR STREIT. . . .
b. ALL SLOPES 4 FEET OR MOfE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF TH£ FOLLOWING CONDITIONS
EXIST: _ . :
a. NOT 5CH£DI.JLED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED Bf TH£ PARKS f\ND RECREATION DIRECTOR AS _HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE: ANY SPECIAL CONDITION IDENTIFIED BY THE CITY CNGJNE£R
THAT WARRANTS IMMEDIAT! TREATMfNT,
8. HYDROSEEDED AR£A5 SHALL 8£ IRRIGATED, IN ACCORDANCE WITH THf FOLLOWING
CR/T£R/A:
C.
1. ALL SLOPES THAT ARE GRADED 6: I OR ST£EP£R AND THAT AR[:
a. THREE: TO EIGHT FEE;T IN HEIGHT SHALL 8[ /RR/GA TED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEI
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN B FEIT IN H£1GHT SHALL BE WATERED BY A CONVENTION-·
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100%
COVERAGE. ·
2. AREAS SLOPED LESS THAN 6: I SHALL 8[ IRRIGATED AS APPROVED BY TH[ CITY
ENGINEER, PRIOR TO HYDROSEEDING, THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME: TO PROVIDE IRRIGATION TO THE CITY £NG/NEER. TH[
PROPOSAL SHALL BE: SPECIFIC REGARDING THE NI.JMBERS, TYPfS AND 905T5 OF
TH[ £L£MENT5 OF TH£ PROPOSE{} SYSTEM.
J. /RR/GA TION SHALL MAINTAIN THE MOISTURE: LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR TH£ OROWTH QF TH£ HYDROSEEDED GROWTH.
' ' ' fiYDR05E£DING MIX SHALL CONSIST OF ALL OF TH[ FOLLOWING:
, 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
' a. 20 lbs. PER ACRE OF ROS£ PLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PfR ACRE: OF [ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRt:: OF ACHILLEA MILLEFOLIA
e. 3 Ills. PE:R ACRE OF ALYSSUM (CARPIT OF SNOW)
f. 1/2 lb. PE:R ACRt:: OF D/MORPHOLECA
g. ITEMS c,d,e, ANO f OF THIS $1.JBSECTION MAY BE OM/1TED ON ,
LOCATIONS WHE:R[ TH[ AREA' BEING HYDROSEEDED 15 NOT VIS/BL[ FROM
EITHER A PI.JBUC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MI.JST 8£ INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHE:R BY DRILLING OR
BROADCASTING BEFORE: HYDROSEED/NG.
i. ALL SEED MAT[R/ALS SHALL B[ TRANSPORTED TO TH[ JOBS/TE IN
I.JNOPENED CONTAINERS WITH, THE CALIFORNIA DEPARTMENT OF' FOOD
ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAI.D CONTAINERS. .
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDR05££D
SLI.JRRY AT TH£ DISCRETION OF THE CONTRACTOR. .
2. TYPE I MI.JLCH APPLIED AT TH£ RA TE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW) MAY 8£ SI.JBSTITUTfO, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW 15 I.JSED IT MI.JST 8[
ANCHORED TO THf SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% 0
THE STRAW INTO THE SOIL
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE: SI.JLFAT[, 16-20-0, WITH
7 5,r SULPHI.JR APPLIED AT THE: RAT£ OF 500 lbs. PER ACR[.
D. AREAS TO BE HYDRD5EED£D SHALL BE PR/;:PARED PRIOR TO HYDROS££D/NG BY:
I. ROUGHENING TH£ SURFACE: TO BE PLANTED BY ANY OR A COMBINATIQN OF:
a. TRACK WALKING SLOPES 5T£EPER THAN 6: I ' '
b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BR£AK UP USING ITEMS a OR b ABOVE.
2. CONDITION/NG THE: SOILS SO THAT IT 15 51.JITABLE FOR PLANTING BY:
a. ADJUSTING THE SI.JRFAC[ SOI~ MOISTI.JRE TO PROVIDE A DAMP BUT NOT
SATI.JRAT£D SEED BED.
b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
[. HYDR05££D£D AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROI.J5 GROWTH UNTIL
TH£ PROJECT 15 PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
TH£ PERMANENT LANDSCAPING, 1.JNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
PLANNING 9707 Waples Street
ENGINEERING San Die~o, Ca 92121
SURVEYING Pl 1(858)558·4500· FX(858)558·1414
R:\0731 \&Eng\Grading\0731 PG09.dwg[ O)Jun-,25-2007:11 :1 $
OF-WAY
50' MIN.
PROFILE FILTER FABRIC
PL1Bl1c RIGHT-OF-WAY EXISTING GROUND
I
_J_
JO'MJN.
T PIAN
STEEL SHAKER PtATES/RI.JMBLE RACKS
20' MIN. RADIUS, /
FENCf/8ARRIER TO RESTRICT /
TRAFFIC TO CONSTRUCTION ENTRANCE
. PROV/DI! APPROPRIATE TRANSJTION
· BETWEEN STABILIZED CONSTRUCTION
. ENTRANCE AND PUBLIC RIGHT-OF-WAY
. STABILIZED CONSTRUCTION ENTRANCE
PER Qll lFORNIA STORMWATER BMP DWG. TC I
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF C,RAVEL BAGS
WITH ENDS OVERLAPPfD
GRAVEL BAGS
1.-SIT POSTS AND EXCAVATE: A
. 4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG TH[ LINE OF POSTS.
J, ATTACH TH£ FILTER FABRIC TO
THE WIRE FE;NCE AND EXTEND If
INTO TH[ TRENCH.
l1 /I I 11
~~
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT TH£
fXCAVATED SOIL.
SILT FENCE
. l""
I
--I
SWALE
' ~nn• MAX
CING-., I I SEE" TABLE BELOW)
--C£NT£RLIN£
8 '{MIN.) SPA
FOR VEHICLE
ACCESS u V ·-/
, A-..
C §I DIRECTION OF ~ ~ § S11<EEI n.ow
~ ~
~
; ,.
I
,
GRAVEL 8AGS (rYP.)
5Jf ROADBED w~ 7.
WIDTH
L,.--c £NTERLINE
·'-4 _8'(,
\,fj
MIN.) SPACING FOR
HIGLE: ACCESS
r
w z j
"' "' ::, u
SC-6
I-w w ~ (II
SC-
X
lie SWALE: ~ "'
,_ A PLAN
NO SCALI!
ONE" 8AG MIN. G/QIVEL BAGS (rr'P.) 1
FIRST ROW OF 8AGS~SECTION A A TO BE HALF BUR/£0 -
NO SCALI!
STR££T SLOP£ INTERVAL
LESS THAN 2Jf 200'
2Jf TO 4,C 100'
4Jf TO /Off 50'
MOR£ THAN 10,r 25'
NOTF:: PROV/OF: VELOCITY REDUCER IN ALL
UNPAV£0 STRF:E:TS AT n--tF: INTERVALS
INOICAT£0 ABO\/£
SAND BAG VELOCITY REDUCER
NO SCALE"
1:1. MIN, CROUGH
w GRADE) w z j 0. ..J w <I: Cl □ ), I-), I-Ill ' "'
SLOPE SEE
CITY STD .
DWG. GS-14
SECTION HA-AH
0 -.al
0 • 0
0
0
0
20' MIN,
SEE NOTE 2 sc-a
0
lJ 0
D.. Q □ 0
"'0
A !PAD! .... 0 ru o FIBER ROLL
'1 Q
1 sc-a, ss-9 ~
LDT LINE a
•1 SL PE Zf 07> 11 0"07> O"d7>
i
SEE NOTE o
PLAN <;>I
Q
0
0 ~d 0
Q
0
0
NOTES,
,. USE SS-2, SS-3, SS-4, ss-5, OR SS-7 AS APPROVED BY
INSPECTOR.
2. SEDIMENT TRAP, W' 4• PVC OUTLET, 1' HIGH k 3' WIDE
OVERFLOW ONTO SS-7 W/ ONE ROW OF GRAVEL BAGS ALONG
EDGE OF SPILLWAY. TOP OF TRAP 6" ABOVE OVERFLOW.
MIN. SIZE 10'x20' EOW SHALL DESIGN FOR PADS OVER
7,500 S.F.
TYPICAL STABILIZED ROUGH PAD
N□T TD SCALE
ENGINEER Of' WORK ii: . .,1,.y/4ad(
OND I., MARTIN
R.C.E. NO. 46670 EXP. S/30/08
lJ z;
'J
1--□ ..J
A
~
1 DATE
LEGEND
DESCRIPTION QUANTITY SYMBOL
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
UNLINED SWALE & BERM
GRAVEL BAGS
1037 SF
1276 LF
588 EA.
FIBER ROLL 306 LF 0000000000000 ·
LIMITS OF CLEARING & GRAD ING
\
Sli'?AW ROLLS MUST BF: PLACED
ALONG SLOPE CONTOURS
SPACING DEPENDS
ON SOil TYPE ANO
SLOPE STEEPNESS
NOT£:
f. STRAW ROLL INSTi'!llATION REQUIRES THE
PLACEMENT ANO SECURE STAKING OF TliF: ROLL IN
A TRENCH, 3"-5" {75-f25mm) DEEP, 0/JG ON
CONTO/JR. R/JNOFF M/JST NOf BE AllOWEO TO RUN
UNDER OR AROUNO ROLL.
FIBER 'ROLL
NOT TO SCALE
3•-5• {75-125mm)
';;
1 " X f " STAKE
(25 x 25mm)
NOT TO SCALE
-4---"'---
"AS BUILT''
RCE ____ EXP. ----DAT[
REVIEWED BY:
INSPECTOR DATt!:
ll--------;e------+----------+----t--+---i-------tl sH~ET l CITY or CARLSBAD ~
~==~===EN::G:::IN::E:::E:=Rl::::NG::::::'D:=EP'::'A:":R=:TM::'E=:N::':T==~~==~
IA COSTA RESORT & SPA
PHASE3
CARLSBAD, CA
APPROVED: DAVID A, HA O /21./6 ~
1-----1-------l------------------;----;-~-l-----------l----l :DE~P~U=TY=C~IT-Y~E=N~Gl~NE~E~R~-~Pr[25~3<!e0~8~1 ~EX~P~.~6~3c--O .. Oc=-8 ~
DATE INITIAL
ENGINEER OF WOR REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
DWN BY: ___ _
CHKD BY: <¥r
RVWa--JlY: ~
PROJECT NO.
CT 03-01-0?,
DRAWINO NO.
450-3A
W.O NO 25J4-0J
BIN:
.A j
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•
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PLANNING
ENGINEERING
SURVEYING
i :
' : i
•
BENCH MARK ,
tlflffflli_ fEfr!JCL't:l toi~:tMl~St EL CAMINO R0L O 88 MILES I · I
RECORD FROM: NORTH COUNTY VERTICAL CONTROL [)AT,
ELEVATION: IIJ.12Z ADJUSTED , PAGE 784
DATUM: NGVD 29
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC.
9707 Waples Street
San Piego, Ca 92121
PH(858)558·4500• FX(B5B)558·1414
Ri\0731\&Eng\Groding\0731 PG1 O.dwg[ O]Jun-25-2007;11 :1 ~
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SCALE 1 •~ 30'
"AS BUILT"
RCE ----EXI'. ____ DATE
REVIEWED SY:
\
INSPECTOR DAT[
LA COSTA RESORT & SPA ~====t===~==========================~====t===l===3t==j~Ofil~~::::::::~~~~A~
l~-;-E~NEE:RC~NQR~---il==t=3t===========E=!=f=E~ PHASEJ ENGINEER OF' WORK '"-==t==±====-----===i==t==t=t==i ~~~DAVIDAC~AR~LS~B~AD~, ~CA~===d . • . ~ I-I"'"'""' '"'° ,. >
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" D L, MARTIN ' DATE DATE INITIAL EXP, B 30 08 DATE
R.C.E. NO,
4
867D EXP, 6/30/08 ENGINEER cif WO" REVISION DESCRIPTION DATE INITIAL DATE INITIAL DWN aY: PROJECT NO.
" CHKD BY: DRAWINQ NO,
OTHER APPROVAL CITY APPROVAL RYWD aY: CT 03-01-03 450-3A
W.O NO 25.34-0J .
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