HomeMy WebLinkAboutDWG 435-8A; PIP 05-11; OPUS POINT LOT 18; 01-05WORK TO 8£ DON£
TH£ GRADING IKJRK SH4l.l. CONSIST OF THE CONSTRIICTION OF All C/ITS ANO fTI.I.S,
GRAD/NC NOTES PRECISE
OPUS
GRADING &
1B
CONTROL
POINT LOT
EROSION PLANS REJ.fBJJ4l. GRADING, DRAINAGE F.4C/Ul/ES, EROSION CONTROL FAC/UllES. ANO
Pt.ANTlNG OF PEHM4NENl LANDSCAPING ANO PR/PARAT/ON OF AS-8/JH.T Gf?AJJ!NG PfANS.
AS-8/JH.T OEOI.DGIC WS AND REPORTS. All AS SHOWN OH RE()UIREIJ ON THIS SB' OF PlANS AND THE CITY STANDARDS. Sl'EClflCAllONS, REQ/JIREAIENTS, RESO/./JT!ONS ANO
ORDINANCES CITED ON THESE PLANS.
I IN ADDITION TO THE REQUIREMENTS OF CHAPTER IS, 16 OF THE
CARLSBAD MUNICIPAL CODE./
I. THIS Pf.AN SI/Pf:RS£0£S ALL OTHER PLANS PREV/0/ISLY APPROVED BY THE CITY
OF CARLSBAD RCGAROING GRADING SHOWN ON THIS SET OF Pf.ANS.
2. APPROVAL OF THIS PLAN{)()£$ NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOL/ITION OF CON{)/TIONAL APPROVAL, CITY
STANDARDS OR OTHER AJ){)/TIONAL OOCll!ENTS LISTED HEREON AS T/f£Y M4Y
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHAR(;£ SHALL
REVIS£ THCSE Pt.ANS WHEN NON-CONFORMANCE IS {)/SCOVERED.
.J. Cl TY APPROVAL OF PLANS DOES NOT REL !EVE THE OEVELOPER OR £N6/NEER-OF-
MJRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AN{) OMISSIONS
DISCOVERED 01/RING CONSTR/ICTION. ALL PLAN REVISIONS SHALL BE PRCN>nY
SI/BM/TT£{) TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE RCQUIR£0 FOR ANY
MJRK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSI/ANCE, A
CERTIFICATE OF INSURANCE MUST BE FIL£{) NAMING THE CITY OF CARLSBA{) AS
AN AO{) I Tl ONAL I NSI/R£D ON THE PERM/ TT££' S POL ICY IN THE MIN I M1JM AMOUNT
OF ll,000,000.00 FOR cACH OCC//RRENCE OF LIABILITY. THE INSIJRANCE
COMPANY MUTING THE POLICY M/JST HAVE: A RATING OF "A-• AND A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS' KEY RATING /J/1/0E.
.J. UNLESS EXEMPTED BY SECTION .JOI. (J/.J OF THE /IN/FORM BUILDING COD£,
RETAINING WALLS 01/TS/1)£ OF PUBLIC RIGHT OF WAY RCOU/R£ SEPARATE
PERM/ TS FRCl\f THE 811/LD/NG 0£PARTM£NT.
8. NO OORK SHALL BE COM,ENCED /JNTIL ALL PERMITS HAVE 8££N OBTAINED FRCl\f
THE CITY AND OTHER APPROPRIATE AGENCIES.
T, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY
l'lt)RI( OH GRADING TO 8£ PF:RFORME/J 1/NTIL TH£ PROPF:RTY OWNER'S PF:RM/SSION
HAS BEEN OBTAINE/J ANO A VALI/J GRA/JING PERMIT HAS BEF:N /SS/1£D.
8, NO RF:VISIONS WILL BE M40E TO THESE PLANS WITHOUT THE /te/TTEN APPROVAL
OF THE CITY £N6/N££H, NOT£/J WITHIN THE RCVIS/ON BLOCK, ON THE
APPROPRIATE SHEET OF TH£ Pi.ANS ANO THE Tin.£ SHEET.
9. ORIGINAL ORAW/NGS SHALL 8£COMF: THE PROPF:RTY OF THE Cl TY UPON BEING
SIGNED BY THE CITY £N6/N££R.
10, THE ORIGINAL 01/'AWING SHALL 8£ REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY THE ENGIN££R-OF-MJRK PFI/OFI TO FINAL ACCF:PTANCE OF THE WORK BY THE
CITY.
II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE M4/NTAIN£/J TO
THE PROJECT SI TE AT ALL TIMES 01/FIING CONS TR/JCT/ON.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT Cot.FR/SEO
OF: {A/ SVWARY SHEET, /BJ LABORATORY WIJRK SHEETS AND {CJ Cot.FACTION
Cl/FIVES, SHALL BE S/J8MITT£0 BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY 00/NG BVSINESS IN THE FIEL/J OF APPL/El} SOILS
IECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY £NG/NEEF/ING
INSPECTOR WI THIN TIIO WORKING OAYS OF THE COl,FLCTION OF FIELD TCSTS.
IJ. A SOILS Cot.FACTION R£POHT ANO COMPLIANCE VERIFICATION REGAR!)ING
AOHERF:NCC TO RCCOI.IENOATIONS ovnJNED IN THE SOILS REPORT IS RE/}/1/REO
PRIOR TO THE /SSIIANCC OF A BUILDING PERM/ T. ALL CONTROLLED GRADING
SHALL 8C DONE 1/NOCR THE {)/RCCTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPAi.LY DOING BUSINESS IN THE FICLO OF APPLIED
SOILS MECHANICS. ALL FILL OR FVTIIRE FILL AREAS SHALL 8C CONSTR/JCTEO IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
• EARTIMORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. OAILY FIELD Cot.FACTION REPORTS WILL BE S/JBMITTCD TO THE
PROJECT INSPCCTOH.
14. 4 PfffCQNSTRIICTIQN AffTINfi SHALL BE HELD Ar [HE SI Tf PRIOR TO THf
BEGINNINfi Q£ OORK ANO SHALL BE'. ATTENDED BY All REPRESEN[AUVfS
RESPONSIBLE FOR CONSTRUCTION. /NSPCCT/ON. SIJPERVISION. TESTING ANO ALL
OTHER ASPECTS OF THE /M?RK, THE CONTll'ACTOH SHALL SCHEO/Jf..£ THE MECTI NG
THROIIGH THE PERMIT CL£:RK (780 438-389/J AT LCAST FIVE {51 WORKING
{)AYS PRIOR TO STARTING CONSTRI/CTION. APPROVED DRAWINGS Ml/ST BC
AVAILABLE PRIOR TO SCHEl}lJL ING. THE /JRAO/NG PERMIT WILL BE PROVIDED BY
THE PROJCCT INSPECTOH AT THE MECT/NG.
l,J. Al L INSPECTION (?EOU£$[$ OTHER THAM FOR PRFCQN$TRIICTIQN AEFT!N9 WIil BF
M4!J£ BY CALLING THE CNGINEER/NfJ 24-HO/JII INSPECTION RfO/JfST LINE AT
17601 438-3891 INSPECT/ON l?fQIJfS[S MUST 8E RECEI VfQ PRIOR TO 2; QO P M.
ON THE OAY BEFORE: THE /NSPCCTION IS NECDEO. INSPCCTIONS WILL BC MAO£
THE NCXT WIJRK DAY 1/NLCSS YOU R£()/ICST QTHERWISE. Rt()IJCSTS MAO£ AFT£:H
2:00 P.M. WILL BC SCHEOIILCD FOR lllO Fllf..L WIJRK DAYS LATER.
18. THE OWN£:H ANO/OH APPLICANT THROUGH THE 0£VELOPER ANO/OH CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO M4/NTAIN ALL SAFETY OCVICCS, INCLUDING
SHOR/NI, AN/J SHALL BE SOLELY RCSPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEPCRAL SAFETY AND H£ALTH STANOAROS, LAWS AN/J RCG/JLATIONS.
IT. THE CONTRACTOR SHALL CONFORM TO LABOR COl)C SECTION 670, BY SUBMITTING
A PCTAIL PLAN TO THE CITY £NG/NEE/I AND/OR CONCERNED AGENCY SHOWING
THE 0£S/GN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BC MADE
OF WORKEH PROTECTION FROM THE HAZARD OF CAV/NfJ GRO//ND 01/R/NfJ THE
EXCAVATION OF' SI/CH TRENCH OR TRENCHES OH OVRIN/1 THE PIPE INSTALLATION
THERCIN. THIS Pl.AN MUST BE PREPARED FOR ALL TRENCHES FIVE FECT {5'/ OR
MORE: IN 0£PTH AND APPROVED BY THE CITY ENGINEER AND/OH CONCERNED
AGENCY PRIOR TD EXCAVATION. IF rH( PLAN VARIES FROM [Hf SHORING SYSTEM
STANOAROS CSTABLISHC/J BY THE CONSTR/JCTION SAFCTY OROEHS, Tin.£ 8
CAL/FOi/NiA AOMINISTRA[IVE CODE, THE PLAN SHALL 8£ PREPARED BY A
REGISTERED CNGIN££H AT THE CONTRACTORS EXP[NSf. A COPY OF THE OSHA
CXCAVATION PERMIT MUST BE SVBM/TT£0 TO THE INSPECTOR PRIOR TO CXCAVATION.
18. NO BLASTING SHALL BE PERFOIIIEO UNTIL A VALI/J BLAST/NII PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PF:RMIT WELL IN ADVANCE OF THE SCHEO/Jf../NfJ OF BLASTING OPERATIONS.
19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVERCD WITHIN ANY WIJRK AREA
!JVR/NfJ CONSTR/ICTION, OPERATIONS WILL CCASE /1,1,1£0/ATELY, ANO THE
P£RMITTEC WILL NOTIFY THE CITY £NG/NEE/I. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RCCEIVEO WRITTEN AUTHORITY FRQ41 THE CITY
F:NGINEF:R TD {)() SO.
20. ALL OPERATIONS CONIJ/JCTE/J ON THE SI TE OH ADJAC£:NT THERCTO, INCL/JO/NG
WARMING UP, REPAIR, ARRIVAL, D£PARTIIRE OH OPERATION OF TR/JCKS,
EARTINOV/N(J £()/I/Pl-ENT, CONSTRUCTION £()///Pl-ENT AND ANY OTHER ASSOCIATED
GRAPING £()/J/PIENT SHALL BE LIMITED TO THE PEHIOD 8£7¥££N T:00 A.M. ANO
SVNSCT CACH PAY, MONOAY THRV FI//OAY ANO NO CARTHMOVIN/1 OR GRA/JING
OPERATION$ SHALL 8C CONO/ICTCO ON WECKCNOS OR HOLIDAYS. {A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE £NGIN££RINfJ 0£PARllENT COVNTCR./
21. ALL OFF-SI TE HAVL ROUTES SHALL BE SI/BM/ TTED 8Y THE CONTRACTOR TO TH£
CITY ENG/Nff/1 FOR APPROVAL lllO Fllf..L OORKING DAYS PRIOR TO BEGINNING OF
WIJRK.
22. IMPORT M4T£RIAL SHALL 8£ OBTAINED FROM, ANO WASTE: M4TER/AL SHALL BC
OEPOSI TEO AT, A SI TC APPROVED BY THE Cl TY ENGINEEH. THE CONTRACTOR
SHALL 8E RESPONSIBLE FOR ANY 0£BHIS OR OAM4GC OCCVRHING ALONG THE HA/Jt.
RO/IT£$ OR ADJACENT STRECTS AS A RCS/JLT OF THE GRAPINfJ OPERATION.
2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BC /JRAOEO. NO TREES ARC
TO BE REMOVED 1/NLCSS SPECIFICALLY NOTED ON THE PLAN.
24, ALL ARF:AS SHALL BC IJRAOED TO ORA/N.GI/ADING RES/JI.TING IN THE PONO/NG OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO 0/TCHCS SHALL HAVE A
MINIMIIM ONE PERCENT SLOPE.
2.J. THESE Pf.ANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY £NS/NEER OH AS OIRCCTED BY THE PROJCCT INSPECTOR.
26. AL/. SLOPES SHALL 8E TRIM.ED TO A FINISH <lRAOC TO PRO{}//CE A /IN/FORM
SIIRFACf AND CROSS SCCTION. THE S/TC SHALL 8E LEFT IN A NCAT ANO
OROCRL Y CONDITION. ALL STONES, ROOTS OH OT/f£R 0£8RIS SHALL 8£ REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY CN6/NCCH.
P.I.P. 05-11 THE GRADING WORK SH4l1. 8£ PfJlFORMEIJ IN ACCOR/J4NCE WITH THE FOllOWING
fXJC(JV0{!S, CI/RRENT AT THE TIME OF ,v>PROt/4£ OR AS DIRECTED BY THE CITY
£NGINEEH:
27. ALL SLOPCS SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OH HYOROS£EOEO
WI THIN TEN ( /OJ OAYS OF THE Tll.C Jt11£tl EACH SLOPE IS 811'0//GHT TO GRAOE
AS SHOWN ON THE APPROVCO GRADING PLANS.
28. LANDSCAPING SHALL 8C ACCOl,FL/SHCO ON ALL SLOPES ANO PAJ)S AS RE()/1/RCO
BY THE CITY OF CARLSBAD LANPSCAPC MANVAL, THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. , ANO/OH AS 0/RCCTED BY THE CITY
EN6 I N££:H OR PLANNING O I RECTOR.
29. THE OWN£:FI/APPLICANT SHALL INSVRC THAT ALL CONTRACTORS SHALL COORPINATE
THE OORK OF THESE GRADING Pi.ANS WITH THAT SHOWN ON BOTH THC LANOSCAPC
AND IRRIGATION PLANS ANO THE IMPROVF:I.CNT PLANS AS R£(}/I/REO FOR THIS
WORK IN ACCOROANCE WI TH THE LANDSCAPE MAN/JAL TIME RCQ/1/REIENTS.
.JO. STORM DRAIN PIPE SHALL 8£ RCINFOHCED CONCRETE PIPE WITH A MINIMIIM
P-LOA/J OF I, 350. FOR PRIVATE: STORM OltAIN PIPES, /IP TO 15' PVC MAY BC
VTIL IZE/J PROVIDED DEPTH IS LESS THAN I.J FEET AND BACKFILLED WI TH .J/4'
ROCK PCR SORSO S-4 TYPC •c• ANO PIPE MEETS ASTM STANOARI} 3034 FOR
SOR .J.J SOLI/J WALL P!PC.
.JI. WHF:RC AN EXISTING PIPC LINC IS TO BC ABANOON£0 AS A HESVLT OF THE
GRAl>INS OPERATION, IT SHALL BE REMOVl!D WI THIN TVENTY FEET OF BUILDING
OR STREET ARCA$ AND REPLACED WITH PROPERLY Cot.l'ACTCO SOILS. IN OTHCH
ARCA$ THE PIPE WILL BC PLIIGGED WITH CONCRETE: OH REMOVED AS APPROVED er
THE CITY ENGINEER ANO/OR THE GEOTECHNICAL ENG/NCER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/LITICS
{ABOVE GROUND AND /JNOEH GROI/ND/ WITHIN THE PROJCCT SITE SUFFICIENTLY
AHEAD OF GRAD/NII TO PERMIT THE RCVIS/ON OF THE /JRADING PLANS IF IT IS
FOi/ND THAT THE ACTVAL LOCATIONS AR£ IN CONFLICT WITH THE PROl'OSCO
WIJRK.
.J.J. THE CONTRACTOR SHALL NOTIFY AFFECTED VTILITY COMPANIE:$ (SEC BELOW/ AT
LEAST 2 F/JLL OORK/NG DAYS PRIOR ro STARTING GRADING NF:AH THEIR
FACILIT/CS AND SHALL COORO/NATE THE WORK WITH A COMPANY REPRESENTATIVE.
1/NOER<lROUND SCRVICE ALCRT
S{)GflC
PACIFIC BELL
A!JELPH I A C/M,1//N I CA Tl ONS
CITY OF CARLSBAD (STRECTS a STORM ORAIN/
• CI TY OF CARL SBAO f SEWER, WA TEN a RECLA I !ED WA TEFI J
:H. PCRMIT COl,FL/ANCC RE0/1/RCMENTS:
{800/422-4/33
/800JG80-lJ4J
/80D/892-0/2J
( 760/4311-774/
( 760/434-2980
( 760/438-2722
A. FOR CONTROi.LEO GRADING-THE APPLICANT HIRES A CIVIL £NG/NE£11,
SOILS £:NG/NEER, ANO/OR GEOLOdlST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS (15.16.120 A.SJ
CARLSBAD MUNICIPAL CODE.
8. PH/OH TO FINAL APPROVAL OF A GRADING PERM![-THE FOLLOWING
RF:PORTS M/JST BE SIIBMITTED TO THE CITY CNGINECR VIA THE
PROJECT INSPECTOR {I.J. 18. 120 A. 10} CARLSBAD MUNICIPAL COPC:
f I I FINAL RCPORT BY SIJPERVJSING GRADING £N6/NE£H STATING ALL
GRAO/NfJ IS COll'LCTC. ALL EROSION CONTROL, SLOPE: PLANTING
ANO IRRIGATION AH£ INSTALLED IN CONFORMANCE: WITH CITY
CODE AND THE APPROVED PLANS I 08 TA IN SAMPLE: OF COl,FL I ANCC
LETTER FRQ41 CITY EN6/NE£R!NfJ 0£PARTMENTJ.
{2/ AS-811/LT GRAD/NO PLAN.
(J/ REPORT FROM THE SOILS CNGINEER, WHICH INCLl/0£S
RCCOJ,1,1£N0£0 SOIL BEAR/N(J CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE OVAL/TY OF THC SOIL, ANO SVM\fARICS OF
FICLO ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCL/JOE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRAD I NfJ WAS {)ON£ IN ACCOROANCE WI TH THE REO/J I REMENTS AND
R£COM,ENOATIONS ovn.lNED IN THE PRELIMINARY SOILS REPORT
ANO ANY SIIPPLEMENTS TIIEFICTO.
{4/ REPORT WITH AS-8/JILT GEOLOGIC PLAN, IF REOVIREO BY THE
CITY.
.J.J. VNLCSS A GRADING PERMIT FOR THIS PROJECT IS /SSIJEO WITHIN ONE (II
YEAH AFTER THE CITY ENGINECH"S APPROVAL, THCSE PLANS M<lY BC R£01/IRED
TO BE RES/IBM/ TT£/J FOR Pl.ANCHECK. PLANCHECK FEES WILL BE RE/}/1/REO FOR
ANY SI/CH RECHECK.
J6. THE S0/l.S R£POR TS T!7l.ED IJPOA 'ff GEQTFCHN/CA/, INf:[SllG,4 TION, C4RlSBAO
RACEWAYBIJSINESSPA8K, CT: 98-10, CAMQ,Aa c.4. DATED Al/GIJST 17, 20fH
ANO PREUMINARY GEQlfCHNICAl REPORT: Of//$ &NTAT TH£RACEWAK LOTS 5
THRO/JGH 25 DATED MARCH 7, 2005, PR£PAl/8) BY ~OCO!( INCORPORATED SHAll
OE CONSIO£RE]} AS PART OF THIS GRNJING PlAN.
ENGINEERS NOTES
1. RfllSION OF THESE Pt.ANS MA 'f 8E RtQIJIREO IF THE PROPOSED
IMPRO'A:Af£NTS AR£ NOT CONSlRIICTED PH/OH TO THE DEADUNE DA TE OF THE
IAIPRO'A:Af£NT AGREDIENT.
2. THE cXISTFNCE ANO LOCATION OF VT!UTY SlRIJCTIJRES ANO FACfl../llES SHOWN
ON THE CONSlRIICT!ON Pt.ANS IIE"RE OBTAINED BY A Sl'ARCH OF THE AVAll.AIJt.£
RECORDS. A TIENTION IS CAIJ£0 TO THE POSSl8lE EXISlcNCE OF OTHER
1/T!UTY FACfl../T!ES OR SlRUCTIJRES NOT SHOWN OR IN A LOCATION OIFFER£NT
FROM THAT SHOWN ON THE Pt.ANS. THE CONTRACTOR IS REQIJIREO TO TAKE 0/JE
PRECAUTIONARY MEASVRES TO PROTECT THE //1!Ul1£S SHOWN ON THE Pt.ANS ANO
ANY OTH£1i £X!Sl1NG FACfl../11£S OR STHIICTIJRES NOT SHOIIN.
.I THE CONTRACTOR SHAf.l 'IERIFY THE LOCATION OF All EX!ST!NG FACfl../T!ES
(ABOVEfJ/?0//ND AND IJNDe?GROIJNO) ltTTHIN TH~ PRO.ECT SITE S/JITICIF:Nll'f
AHEA/J OF THE CONSTHIICllON TO PERMIT THE liE'ASIONS OF THE CONSlR/JCT!ON
Pr.ANS IF IT IS FOi/NO THAT THE ACTIJAL LOCAllONS ARE IN CONFUCT ltTTH
THE PROPOSED WORK.
~ Af.l H.O.P.£. STORM DRAIN TO OE INSTAI.J.ED POI HANCOR BACKF/lL RECOMJIENDA T!ONS
FOR JH-(J PIPE.
TREATMENT CONTROL BMP TABLE
MAINTENANCE SHEU
lYPE DESCRIPTION OWNERSHIP AGREEMENT NO.
8/0FN. TRA llON TC-JO 'lf6UA TED SWAL£ PVT CCMI J
fl.OW THROll(;lf S£PARA TOR IIP-52 DRAIN INSERT PVT CCttH. .... J
PROJECT lOCAllON
THIS PRO.ECT IS LOCA7EI) l'ITHIN ASSESSCWS PARCEi. NO. 221-881-12.
TH£ CALIFORNIA COORO/NA TE !NO£)( OF THIS PRO.ECT IS N 1992 £ .i226
SOURCE OF TOPOGRAPHY
TOPXRAPHY SHOIIN av THESE Pl.ANS H'AS GY:NERA 7EI) er AERIAL TfFOGRAPHIC
SIJRVEY BY SAN-LO AERIAL SIJRVEYS a¥ M.Y 4 /997. DOST/NG MASS flRA/)/NG
SHOWN PfJl APPROW CITY OF CARI.SBAI) 01+& Na M-IA.
LEGAL O£SCRIPllON
LOT 18 QF CARi.SBAO TRACT Na 98-10, CARLSBAD RAll'WA Y, IN
THE CITY QF CARi.SBAO, COUNTY QF SAN DIEGO, STATE QF CAUFORNIA,
ACCORDING TO MAP THEREQF Na 1501:J, FI/..EJ} IN TH£ Cfflll' OF TH£
COUNTY RECORDER OF SAN DIEGO COUNTY, MAY J, 2005 AS
RLE No. 2005-0J71022 OF OFFICIAL RECORDS.
REFERENCES
<D
®
HYOROi.DG'f AND H'IDRA//lJCS BY 02JA'f CONS/JLTAN!!i, INC.
DA 7EI) S£PlEJ(BfR. 2005.
STDRII WA!ER MANArnu:NT Pf.AN BY 01JAY CONS/JLTAN!!i, INC.,
DA 7EI) S£PlEJ(!JER, 2005.
@ STDRM WATEH PO/.LIJT!ON PR£'.CNT!ON Pt.AN er 01JAY CONS/JLTANl!i, INC.
DA 7EI) JIN£ J4 2005
@ ~OlECHN/CA/. REPrY?T BY ~OCON, INC.
DA TED AUGilST 17, 2001 ~ MARCH 7, 2005
REFERENCE Pl.ANS
CITY OF CARLSBAI) ORAllfNG Naa ,/Of/-1, «JO-TA
CITY OF OCEANSIDE
PACIFIC
OCEAN
''"}efr
! .-'7 SITE
j ~l 0~ VISTA
CITY or ENCINITAS
VICINITY MAP
NO SCALE
EARTHWORK OUANllllES
CI/T: 1,620 >tJS.
F/1.l.: t,JTO rvs.
D(f'ORT: J10 l'D.S.
REMElJ/AI.: -0-
NOTES: 1. THESE (J(JANT!l1£S ARE FOR BONDING PI/RPOSES ONLY.
ANO ASSUME NO SHRINKAGE. CONTRACTOR TO 'IERIFY lO
HIS SA T!SFACT!ON.
2. CONlRACTIR SHALL SVBMIT ANO RECEIVE APPROVAL FROM CITY
FOR HAVL ROI/TES PRIOR TO HA/IL/NG DIRT OR CONSTHIICT!ON
MA TEHIALS TO OH FROM TH£ SITE.
MAINTENANCE
FREQUENCY
AS NEEO£JJ BENCHMARK:
SOILS ENGINEER'S CERllflCAT£
t \::.~!-IA~ f"I f,,. V\'tOr-1 A REG/SlERfl) Cl~ EM,/NEER IN
THE ST,4 TE OF CAIJFORN/A, PR/NC/PALLY OC¥NG 8/JSINESS IN TH£ fl£l.{) OF
APP/JED sat. MECHANICS, HEREBY CF:RllFY THAT A SMIPllNG AND ST/JOY OF TH£
Sat ca-/0/llONS PREVALENT llfTHIN THIS SITE WAS l,(Af]£ SY ~ocav
INCORPORATED BETJtEEN THE OATES OF FEBR/JARY 2005 AND NOI/D,ffJEH 2005.
I HA 'If REVfE'ttED TH£ SOILS REPORT AND AGREE WITH TH£ CONCI./JS/ONS ANO
R£COMVENl)A Tia¥$ PER MY lETlER DA TED JANIJARY /0, 2006. 00 fXY'/ES OF
TH£ sat.S REPrY?T C0MP1l£1) FROM THJ. ST/JOY, PITH RECOA/11ENOAT!ONS. ANO
VY l.£TlER HAS 8££N S/1811/TTED TO (H!C£ TH£.:~i'µ~'ff.1?.• ~
·~
'Ne. ad
()(jl. 1 ii
SIGN£D:
R.C.£. NO.: ___ _,,;'-,-'--Z-'1-'7'------
DAlt: Z-Z'l.-0~
UCENSE EXPIRATION DAlt: t z • ~ l -() 7
OECl4RAllON OF RESPONSIBLE CHARGE
I HEREBY OEa.ARE THAT I AJJ TH£ EMmEEH OF IKJRK FOH THIS
PRO.EC,; THAT I HA VE EXERC/S£1J RESPONSIBt.E CHARGE O'IEH THE
OESIGN ON TH£ PRO.ECT AS /JEF!NEI} IN SECllON 610J OF THE 8/JSINESS
ANO PR(HSSIONS COO£, ANO THAT TH£ DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
I UN/JERSTAND THAT TH£ CHECK OF PRO.ECT ORA/lfNGS ANO
SPEC/flCA T!ONS BY THE CITY OF CARLSBAD Or£S NOT Rf/JEVE ME;
AS £N(;IN£ER OF HO'il( OF MY RESPONS/BIUT!ES FOH PRO.ECT OESIGN.
01JAY CONS/JI.TAN!!i, INC.
2710 LOKER A '.CN/JE 1/fST, SIJITE 100
~"'A92010
KE/~
I I
DATE: :3; 7, "11
R. C.£. Na 6022.J EXP. tlS'/.m/lM
OWNER'S CEHllflCAT£
I {WE) HEREBY CERTIFY T!i4T A R£GIS1fR£f) SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR Will BE RETA/NE!} TO SIIPfRVIS£ O'IEH-All
GRAOING ACT!VflY ANO A0"1SC ON TH£ COMPACllON ANO STA81/.JTY OF
~/ !C -re
PA/A. MARSHALL
OWNE8
(FlJS HEST CORPORAlJON, A M/NNESOT,4 CORPORATION
fl50 LA .KJiJ.A 14lL4~ DRIVE, SIJITE 110
SAN DIEGO, CA 92121
PHONE: (8511) 546--1100
OEVElOPE8
(FlJS HEST CORP.
fJ50 LA J0/1.A lfllA GE ORl'E. SUITE 110
1. CAR/.S84/) VIINICIPAL CO{)£.
2. STAN/J4ROS RJR /J£SK,N ~ CONSlR/JCT!ON OF PIJ/JUC WORKS 1/IPROVF:MENTS IN THE CIT'f OF CARlSB40.
.I THIS S£T OF PLANS. ,t RESOl.//llON N08. 5021 THRO/JGH 50J/J /Jl,TED OCTOBEH ~!,.J001 AND TH£ CONDITIONS OF APPROVAL RJR PIP 05-11 /Jl,TED J41/IJN(Y 11, 2006.
5. TH£ STANWD SPEC/flCAT!ONS FOR PU!LIC WORKS CONSlR/JCTION (GREEN 800Kl
6. SOILS REPORTS ANO R£COMM0/0AT10NS BY .Jif!f3J ~~-/Jl,TED AIJG/JST 17, 2001 ~ "'4RCH li. 2005 7. THE S4N [)fB;() REG/ON,4/. STANDARD DRAwt. ,/()f)fF/8} BY THE CIT'f OF 04Rf.S8AI) STll/'IIJARDS. B. EJMRONVENTAL APPROt/4£ OOC//MENTS /Jl,TED OCT08£R 17. 2001, RES. NO 5031
9. STOR.lfWAlER POl.1.//T/ON PR£1£NT!ON Pf.AN (SWPPP) er oii4r CONSl/l.TANTS /)ijfED J//Nc J4 2005 WlJlf} NO. ~ .
NOTE: QUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTU4l QUANTITIES M4Y V,4RY. 9~~~~
l£GENO
!)[SCRIPT/ON STD. OWG. {SORSOJ Sn.tBOl
Sl/8DfVISION 80/JNDARY. • • • • • • • • • • • • • • • • • • • • • • • -------
LOT UNF:S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -------
EX/SllNG CONTOIJR. • • • _ _ • • • • • • • • • • • • • • • • • • • • ~"O-CONTOuRS PfJl OWG #J9-1A. • • • • • • • • • • • • • • • • • • • • -----~))
PROPOS£1J CONTOIJH. • • • • • • • • • • • • • • • • • • • • • • • • ----JBO--
/)ij'tlKllfT UN£ ••••••••••••••••••••••••••••• __._ --L--
.,__
CUT/ fll1 UN£. • • • • • • • • • • • • • • • • • • • • • • • • • .--// i // -
EX/SllNG SPOT £1.EVATION. • • • • • • • • • • • • • • • • • • • • • • (J80 O) FC 0
EXIS1JNG fl.OWUNE £1.EVAT!ON. • • • • • • • • • • • • • • • • • • • • ,fJBOO) fl
SI.OPES PfJl OWG J99-M • • • • • • • • • • • • • • • • • • • • •
CUT OR fll1 SLOPE UNF:S. • • • • • • • • • • • • • • • • • • • • • =i . y Y~-, Al«
RETAINING WALL • • • • • • • • • • • • • • • • .C-2. • • • • • • • • .-
P.4"7M; (r Al;/6• AB -MIN.). • - • • • • • • • • .. • .. • -• .. .. • ~j;:;Jtffij~\~@$:~~i\i\~
l·':,··,··1 CONCR£lE PA 1/EMENl • • • • • • • • • • • • • • • • • • • • • • • • . . . . . • .•· : "' : • . ~ : •
C/Jf/9. • • • • • • • • • • • • • • • • • • • • • C-6 •. . . . . . ~..._ ____ _
P.C.C. 6' Cl/RB ~ GtfTTEH •••••••••••• G-2. • ••••• ~======
P.C.C. SIDEWALK (PfJl ARCHITECT Pi.AN). • • ..G-7 ••••••••• I I I I .J I·· l I' -I I fl I
,m"OUTHIC ~,a'8 =="N DAUD ~JT J ,. t+ In J, ., 1 J {Sll' OETAH. ~mf"lJJ""~ _,.,....,.. . . . . ..,-. . . . . . . . . f1
CONCRElC SWALE' •.................. D-IJ. ....... ~t••,;,t ,;,;µ 1•'2
!VP OF Cl/RB £lEVAJ'IONS. • • • • • • • • • • • • • • • • • • • • • • 0 J8/J.O TC
fl.OWUNE £1.EVAT!ON. • • • • • • • • • • • • • • • • • • • • • • • • • J8/J.O fl. 0
F!NISH SI/RFACE SPOT £1.EVAllONS • • • • • • • • • • • • • • • • • , J8/J.O FS
F!NISH CR4IJE SPOT £1.EVATIONS • • • • • • • • • • • • • • • • • • • J8/J.O tr: 0
EAHTH SWALE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • --EXIST. STORM DRAIN • • • • • • • • • • • • • J)-6{). • • • • • • • =50== =
EXIST. lYP£ .:t ' C/.EiWOl/l. • • • • • • • • • • 0-!I • • • • • • • • @l
EXIST. lYP£ 'F' CATCH WIN •••••••••. 0-1. • • • • • • • • 181
12' PIC STORM DRAIN. • • • • • • • • • • • .0-60. • • • • • • • = = = ~O=
-1• PW: STORII DRAIN. • • • • • • • • • • • • • • • • • • • • • • • • ---50--- -
J' /'IC STORII DRAIN. • • • • • • • • • • • • • • • • • • • • • • • • ---50-- -
PROPOSED lYP£ ti' CVRB /NI.ET. • • • • • • .D-2. • • • • • • • • _l£l
PROPOSE/) T'IP£ 'F' CATCH BASIN. • • • • • • .l)-1. • • • • • • • • ~
!8'laa· PRIVATE: CATr:H/JASIN W/rRAFFIC OH PA!ill'WAY GRATE •••••
(AS SP£C/Fl£/) ON PIAN)
HIP RAP PAO rr STONF:S) (SEE otTAIL SHEET 2) • • • • • • • • • •
:nff:J'fif:~~)···········.
§I
1/111/1
It AS MOOIFlEO 8'f CITY OF CAR/.S841} STAN/)ijRl)S RJR P/1/LIC IMPROIIDIEN!S
It It PIC PIP£ TO BE S!JR-J5 OR APPROW £(J[J4L
DESIGNED BY1 A,V.L
QUANTITY
560SF
20,788 SF
880 SF
!128 IF
114 LF
fJIO LF
4 £A
650 SF
510 lF
J52 LF
27LF
26LF
1 EA
1 EA
J EA
10 CY
DATE: DEC 2005
f:o:f-)si;fa. ~ CA ~
C~TS
~#ESS/s '2121 DRAWN BY: B.O'D., SCALE: AS SHOWN ,f.1()() ~ :',] 'fl,~~ ~
t; ~ PROJECT MGR.• K.H. JOB N0.:05-1130 ·/----BY;~.__ __ ' == ...
CIVIL £NG YNEER/LANO SIJ/i_YCf()lJ •
T.'i INC. OVAY CONS/JI.TAN
2110 LOKER A ',CN/lE CARi.S8A4 C4. 920
(160) 9J1-7700
HE.57, SIJITE 100
10
;; NO. 60223 ~ \;t EXP. &/30/01 Ji: 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: * * Suite 100 Plannlng
~~ C/VI\. cj,~"t-Carlsbad, California 92010 Processing ~~ DATE: 3/7~r, 760-931-7700 Surveyi119
OF 00.1~ Fox: 760-931-8680
www.odayconsultonts.com KBTii W. HANSEN RCE: 60223
P~EPARTMENT APPROVAL "AS BUILT" Ut~ ,/;.;tf!.7 'i DAml.//ZJ/X, (SIGNID)
DON &'Ell J AsS I.fl; PIAIOONI ]Ia'Tlll . . < ' ,
RCE 11eo22~ EXP. 6j~5[09. DATE ~ fla,,,) DAm 'I /2Js/o' R~)/1/1/4 (SICMD)
----?AM ---:.D.,_ev,/ • -12/4tlP-Rll:OllllENDBD BY: (PlllNI' IWIE) '-1N~PECTOR •
I SH,ET I CITY OF CARLSBAD I SH5TS I
ENGINEERING DEPARTMENT
PRECISE GRAO/NfJ AND EROSION CONTNOt. Pf.ANS FOIi:
OPUS POINT
Va-/T!-1. Y /}/JR/NG THE DESCRIPTION: STANDARD STREET SIJR'lf:Y MONUMENT LOT 18
RAINY SEASON ANO AFlEH APPROVED: GLENN THOMAS PRUIM .:rr MAJOR STORMS LOCATION: APPROX. f,I.QO FEET SOI/TH QF PALOMAR
AIRPORT ROAD ON ll'NTERLJNE OF
EL CAMINO REAL
RECORD FRO~: NORffl COUNTY '£RT/CAL CONlROl. DA TA
R-1800 J08+16
ELEVATION: 297.25 M.S.L DATU~: NG'ID 1929
,7;u7o7 1,, As-bu,lts
7 DATE INITIAL
ENGINEER OF WORK
I: \0511J0\05J0AG01.dwg reb 23. 2006 10: 1-4om )(refs 053b-..c; 05.30AG
REVISION
DATE INITIAL
DESCRIPTION OTHER APPROVAL
&:4~~.d. ~"?o~,{ ~~ PE 51274 EXPiC®-JOTJ . -" CITY ENGINEER D E
DWN BY, . PROJECT NO. DRAWING NO. DATE JNITlAL CHKD BY: I •• 1,
•• I PIP 05-11 ./.J5-8A CITY APPROVAL RVWO BY:
\
==
\ LOT 4
EX/STTNG SI.OPE
PER ow,:; ,f(}9-IA
SEE SlJRSIJ NO.
HR SEC.Tia-( A
.t NO. 'G-J2'
GENERAL NO
I
I I
I
I
I
-
l
I
I
!or 21
Lor 5
----/J BACKING #ITH 3/16'
CRA lfl Fll. TER 81.ANKU
PER SlJRSlJ 0-~
HIP HAP PAO
DETAIL
NOT TO SCALE
BACK OF a/RB
FACE OF 6"
TYPE ~• Ct/RB .t
GUTTER
, . .
Lor
;::;o
----------------
KEY MAP
SCAlE: 1. = 1()0'
EXISTTNG
GROIJNO
4' /,IIN. ' . . ' . ·. ccwt:RETE SIO£WALJ(
\
\
LOT 19
LOT b'
TYPE 'r
{NI.ET
SHEET NO.
I
2
3
4
5
LOT 7
DESCH!PllON
NOTES .t VICINITY lrfAP
KEY M4P, M'fCAL SECllONS, .t OETA/1..S
GRAOING PWI
EROSION CONTROi.. NOTES
EROSION CONTNOl PWI
INSTALL REBAR MTH SIMPSON's
EPOXY-Tl£ SET AOHES1VE CW
£(l(IAL ANCHCl?S SHALL BE
-INSTAL1£1J PER IIANUFACTURER's
I M I ldl--INSTT?UCTK71S. (rtP.)
-1..L _l.,J_
R/W ~
10' 26 '
1.5' 55'
ZL -15.
/ -jf-o. 5' (TYP.)
72' R/W
q 26' /0'
5.5' 4.5'
~~'/.
i-' . .,,
~-{-
E:XIST. 6' P. C. C. EXIST. 4• P.C.C.
CURB &-GUTTER SIDEWALK
EXIST. A.C. P'MT. OVER AGGREGATE BASE
PER 0/IC. 409-1
EXISllNG LIONSHEAQ AV£
PUBLJC
Lo-17
o· 2s· 100' -----50 200'
SCALE: ,· = 100·
CONCRETE SWALE
NOT TO SCALE
LOT 8 flN/SH(;NAIEAT
tw:K OF l
RUAINNG IIHli.""5 (t.l _..,,.
oP ~ 1 ,,. SI; rrr=-' .. Q I .
4•
PfrfFOSEl) RUAINNl IIHlJ.
11
I
RETAIN/NC "ALL: TYPICAL 0/WNACE DITCH
NOT TD SCALE
NO SCALE
6" TYPE 'G-1'
aJRB
JB.7
4" A.C: PA',fJf£NT OVER 6" A.8. (I/IN.)
CW AS RECOIIIIENO£D BY sott.S EN<iNF:Eh.
SECTION c-c
NO SCALE
RN/SH
GRAOE :::::...J I
EXISTING SI.C¥'£ 2
PER ow,:; ,f(J9-f.~:A >--
VAR/£.5'
551-6!1
PARKING OO'lfll'AY PARKING l >_, I 25' rtP. i '-18'
2' O',f/?HANG (rtP.) (rtP.) 2'O',f/?HANG
(#ITH 18' PARKING) f {#ITH 18' PARKING}
I
VAR/£.5' 7 r1o·crilcR£lE 'Al£
1-5% OETAll.
6" TYPE 'G-1' :'.:-n-a5' (rtP.)
CURB ,1• A. C: PA ',fJf£NT OVER 6" A.8. (11/N.)
CW AS R£calll£NlJEI) BY sott.S £NGfN£ER
10'
2X 11/N.
2:1 IIAX
TYPICAi. PRIVATE DRIVEWAY
NO SCALE
PARKING ,
2'O'rViHANG----' (rtP.)
6" TYPE •r;-1• :'.:.-H-a5' (rtP.)
CURB
61'
OOlfWAY •
SECTION Q-D
LOT 18
EIUllUNG WALL
FF. El.EV. = 388.5
NO SCALE
TW ll£V
SEE PW{S I
8W ll£V
2.5' 11/N.
PARKING 1. ,
(rtP.) 2' O',f/?HANG
,1• A. C: PA ',£J/ENT OVER 6" A.8. (JIJN,}
CW AS R£calllENOEI) BY sotlS £NGfN£ER
I/.
=n .. L
OETAIL AT I.EFT
SECTION 8-8
~ SEEPIANS I
...---C--1 WALL RETAHHNG
L.'-= WALL (2'8" IIAX)
EXISTTNG
GROIJN[)
RN/SH
GIWJE'__l..--
INSTALL NEW TYPE 'B' Cl/RB
/Nl£T TOP (WHERE SPECIFIB))
TO IIATCH f!N/SH GRADE
PER SORSO owr; NO's
0-2, 0-f!A .t 0-118
flN/SH
GRADE
EXISTING
GIW)£
INSTALL REBAR #ITH 9/IPSON's
-EPOXY-Tl£ SET AOHESl"f: CW
l:t---£0/JAL ANCHCWS SHALL BE
I J I I INSTAL1£1J PER IIANUFACTURER's
-1,.l_ _l.,J_ INSTRt/CTKNIS. (TYi'.)
I/.
NOT TO SCALE
10 111N
TYP£ ·c·
CIJR8 .t GIJTTFR
VARl£S ,~-~
ASPHALT
PARKINGAR£4
SI.C¥'£ ROUNIJING PER GS-14
SECTION A-A
NOT TO SCALE
:s'
NO TlWISl110N
N£aSSA/IY 0 (=8'Y
!'
· ·. )f ··: , : ;.. (#IOTH PER PLANS
·; • :-. . · . ,4• IIIN.} SAW CVT .t R~ ; . • • . . · · · TOP SECTION
l'I ,.--, 7"T ORfLL TO OEPTH OF 12-01411ETERS
I F7l 1 \\ I I ~ =:JR sl::fffAL LOCATION
OFSAwr:t/T
I', / ' 7"T
I 17 I ' I I REBAR INSTALJ.£1) 0 O£PTH OF TYPICAL GHASS-UNEO SWALE
0 BA CK OF LOT
-l---1--1---=:tttt~.: ··.. ·, . :, · ... -.
PLAN VIEW
12" /#OE 8aiD£R W/
1/-1" GIWIU APPf?OX.
3/-1" ac:
INSTALL RAMP W/
H£A VY IJIIO(MI "RIPP!£"
lEX7IJR£ f!NISH TKANSVCKSE
TO AXIS OF RAIIP (SHALL
ca{llfAST ';fSlJALLY W/
AO.KJININGSVRFACES)
I I I / I I SORSO o;,r; NO. 0-118
I I \ I I
I J7l '--~ I I L _______ J'j--EXISTTNG INI.ET/ot/TlET
I I I I I I 12-0IAll£TERS OF REQ(JIRED
I L_ \ / I I REBAR PER SlJRSlJ O#C 0-118
I I '--~ I
I L _______ J'j--EXISTTNG INl£T/ot/TlET
EXISTlNG lJOX ~-______ J PIPES TO REM4IN L _________ J PIPES TOREM'IN
EXISTlNG lJOX J
TO REM'/N TYP£ L /NIU TYPE '6' CURB INLU
DETAIL 14 ~-ADJUST EXIST. TYPE 14' gfM()(IT AND A/00/fl(D TYPE t' CATCH /MSIN
NOT n, 5CME
NOT TO SCALE
DETAIL -CURB OPEN/NC fJNISH SURFACC
NOT TD SCALE
NOTE!!
ELECTR(l{IC OATA RLES ARE HR HEFFRENCE
ll'-ILY ANO ARE NOT TO BE USEO Fa? HOOZ/l'-ITAL
fR ',£RllCAL SURVEY COVTlra.
IJQ[Jlf[ED TYPE ?l' AIM 8ANP W/ MONO/.JTHIC CURBS
IIOTTD5CME
'5)fE .....
t; o NO. 602 ~ EXP. 1/30
CIVI\.
~ C,.\.I
c ~~✓-,, DESIGNED BY: A. V.L
DRAWN BY: IIO'D, G.E..C.
PROJECT WGR.• K.H.
2710 Loker Avenue West Civil Engineering ENGINEER Of WORK: Suite 100 Planning l4i I----Carlsbad, Colifomio 92010 ProceHing
760-9J1-7700 Surveying
fax: 760-931-8680
www.odoyconsultonts.com KEITH W. HANSEN
"AS-BUILT " DATE: JJI.Y 2005 µ f,. 1lft!fa7 SCAL£: AS SHOWN -
JOB H0.·05-1130
P.E. to.:1.2 3 EXP . i;,/_;3_0 Lo7 DATE ....., 7
R1;7a~ !2-/41(07 DATE: J,/r/4 .
RCE: 60223 INSECTOR DTE
BENCHMARK:
DESCRIPTION: STANOARO STREET S/JRl£Y IIONUIIENT
LOCATION: APPROX. UOO FEET SOUTH OF PALOMAR
AIRPORT ROAi) ON CENTERI.JNE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTlCAL CONTROL OATA
R-1800 308+76
ELEVATION: 297.25 11.S.L DATUM: NGW 1929
1 .. 1,, lo· /t\ A,. b,; It,
1 DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
1:\~1130\05JOAG02.dwq Wal' 07, 2006 7:26om lnfs: !»JOAG; 05JOA~: 05.:508GA0: 0530CCHl: MJClOCRO; OlllEGRO; ~7Un.; 9735ASTR: 9735NilAP
I S2ET I CITY OF CARIBBAD I SH§TS I
ENGINEERING DEPARTMENT
PH£CISC G/WJING AND £ROS/ON COlfT1iOI. Pl.ANS FOR:
OPUS POINT
LOT 18
APPROVED: GLENN THOMAS PRUIM .6't"
A<-~~-·J PE 51274 ~~ CITY ENGINEER ~f'•w DTE
OWN BY: -. ' PROJECT NO. DRAWING NO.
CHKD BY : PIP 05-1 f 4.15-BA RVWD BY: ~
050406
Oi300B
C :E
l\)C)
0~
'Tl w
01 <{I
(X)
)>
I
. j!)
Lor iB
NOTE/I
All £)(JST. P01'£R POlES /IITHIN
CRAO/N(; AREA TO 8£ REMOVED
NOTE!/
ELECTRONIC DA T,4 fll£S ARE FOH REFERENCE
ONLY ANO ARE NOT TO 8£ I/SEO FOH
HOH!ZONTAl OH VERTlCAl SIJRVEY CONTROi..
-----------~--------
388.5 TC
388.0 FS
2: I M.
J87.S
/.,, ... /
/
_.//
/
381.80 I£ 0 WALL -,L-_,-
#"xli" REIE~ {(1_.. CONNECT TO J" S.O. ('{"t, ,,
I .
tditB
//.,/
FF==.388.5
PAD==J87.7
.>\ / //
~'j"}>;
lilffifra¥': ,,,
, I
I I
390.J
. /
/
i
I rJ-;J
.....-r-+-pf?a>()SED 20' Mfr Ptmut 17
/JlTl.lTY £ASO.fENT
,/
/
/
. PROPOSED . 6" F.H. ASSEJIEK.. Y
.
/
/
I /
I
~~ ff,
4
9
10
17
18
19
24
25
26
6
18
11
-
f:!J!ENTS OF RECORD
1 SEJlfNlS PER PREIJJIINARY l!TlE REPORT BY
CHICAGO T!TlE COIJPANY, NO. 53010151-Ul.1, DA TED NO'o,EJ,llJER
14 2005
EASEMENTS / ENCUMBRANCES:
. II PIJRPQSE REFER0IC£ / /J41E ~
tt&, ROAi) NAINTENANCE AGREDl£NT F/N 18-076066 aR. REC. FElJ. 27. 1918 TERMS, CONO/T!ONS
tt/2\ RECIPROCAL EASEMENT AGREEMENT F /N 2(}{}3-01011T 1 o.R., REC. JI/NE IJ 20l}J
t/3\ RECIPROCAi. EASEMENT ACRfDIENT F /N 200J-088489.J aR., REC. JJl Y 2-1. 200J
·& ABt/TlER'S RIGHTS (F ACCB:S PER CAHI.SBAO CT 98-111, MAP Na 1501.J
RElJNQIJISHEJ} {SEE lEG[]{f)j
·& SIGHT DISTANCE COHRIOOR PER CARLSBAD CT 98-111, NAP Na 150/J
·& SIGHT O/ST.4!{{E CORRIOOlf RECITAL PER CAHI.SIJAI) CT 98-10, NAP NO. 150/J
t£ COVENANTS, CONO/T!ONS ANO F /N 20IM-091110# aR. REC. OCT. 2-1. 2005 RESTRICT!ONs/GRANT OfE}
LOTS ~ 6 ,t 18-25
t&, COVENANTS, CON0/11/JNS ANO F /N 20IM-0958611 aR., REC. NOV. J 2005 RESTRICTIONS
t£ SIGN AREA.s; STREET LANOSCAPINC F /N 2005-958611 aR. REC. NOV. J 20IM A/lfilS INSPECT!ON AND £:NFORCE-
MENT ANO RE-ENTHY --, SDI/EH PIPEIJNE ,t APP/JR !ENANCES F /N 86-#1919 aR. REC. OCT. Z 1988
• STIRN 0/iAIN EASEMENT PER CARlSIJAI) CT 98-111, MAP NO. 1501J J ' t~ NOTlCE (F RESTR/Cll/JN ON F /N 200#-010989# aR. REC. FElJ. 11, 200# REAL PRWERTY
·& PROPOSED 20' P/JlXJC WA lERl/NE PRIOR TO /;RAl){N(l P£Rli/T EAst:MENT TO C.1/HO JAl~-r. NO. --, 007.-n4qw'f/4>
• SHOWN ON THIS S/JR/JFY
,. NOTE: EASDIENT TO OE AOAND/JNEJ} OY SEPARATE OOC/JMENT AFTER SEHER MAIN RELOCATlON COMPlETE.
t NOTE: DrACT LOCATJON CANNOT OE PLOTIED.
tt NOTE: EAS8/ENT DOES NOT AFFECT ANY PORT!ON (F THIS LOT.
TREATMENT CONTROL
BMP TABLE
DESCRIPTION QUANTllY
TC-JO if"il"TA TED SWALE #50LF
JIP-52 ORAIN INSERT , EA
PRIVATE STORM DRAIN DATA
~ DB.TA/BEARING RADIUS LENGTH SLOPE REMARKS
f N 85VO'O/' £ 125.22' 1.04% 12• PJ,t;
2 N 06'4604. W 1393/ 1.00% ,::,• PIK'
3 N 01'46'53" W 86.93' 1.94% 12• P;t;
4 N o;-59'59· W 12.90' 19.05% 4• pi,v
5 N 04'59'59" W 13.81' 22.35% 4• P;t;
6 N OfJ'JO'.f2" W 1320' 2.12% 3• pi,v
1 N 06'3042 W 13.20' 1.29% T' u,~
STORM DRAIN SHAll OE SOR-35 OH APPROVEJ} £0/JAl
NOTE:
TH£ RN/SH FLOOR El£VA l!ONS SHOIIN ON TH£!E PtANS ltfll 0/CTA TE
TH£ PAD El.£VAT!ONS BASED /JPON OIJILOIN(; FLOOR THICKNESS PER
SOILS REPORT.
TO REIIAIN
TO REIIAIN
TO REIIAIN
TO REMAIN
TO REMAIN
TO REMAIN
TO REIIAIN
TO REIIAIN
TO REIIAIN
VACATE
TO REIIAIN
TO REMAIN
PRa>OSEO
7ft-H~...}..' +(SEE IJIPf?O',,fJIDIT PLANS 0/WJ No. -I.JS-BA I ,
I
I
. _' . ocil!!5~~!!!!2'-o·----iiiiiiiii! / i , -
I~ / 1~ i• = zo• 40'
9-0fESS/
'II,
BENCHMARK:
DESCRIPTION: STANDARD STRIIT SURIIEY MONUMENT
APPROX. 1#00 FEET SO//lH OF PALOMAN
AINPORT NOAD ON CENlERUNE OF I i : EXIST. 12' A.C ACl<SS ROAO
1~,-r,V'sr. ;.-sJ).
BUILT"
t\051130\0SJOAGOJ,dwS) l,hr 01, 2006 7:27am
l/fa/fa7
DATE
• 60223 . e/30/01
CIVIi.
0, CAI.I~
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LOCATION:
EL CAMINO REAi..
RECORD FROM: NORlH COUNTY 'lfRTICAl CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.L DATUM: NGVD 1929
DESIGNED SY: A.V.L
ORA WN SY: 8.0'0., G.E.C.
PROJECT MGR.; K.H.
DATE: DEC 2005
SCALE: 1 • ,. 2rf
JOB N0.·05-1130
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EROSION CONTROL NOTES
1. IN CASE' EM£RG£NCY WORK IS REQUIRED, CONTACT El.AM WALSH£ ,
AT (949) 622-2174
2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAIi.ABLE AT ALL
TIMES DURING Tl-/£ RAINY ScASON. ALL N£CE:SSARY MATER/ALS SHALL BE
STOCKPILED ON SITE AT CONVF:NIENT LOCATIONS TO FACILJTATE RAPID
CONSTRUCTION OF TEMPORARY D£VIC£S WH£N RAIN IS IMMINE:NT.
J. D£VIC£S SHOWN ON PLANS SHALL NOT 8£ MOVW OR MODIFIED WIT/-/OUT Tl-/£ APPROVAL
OF Tl-/£ E:NG/NE£RING INSPECTOR.
4. Tl-/£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEYICES TO WORKING ORDER
TO Tl-IE SATISFACTION OF fflE Cl1Y ENGINEER AFTER EACH RUN-OFF' PRODUCING
RAINFALL
.5. Tl-IE CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL MEASURES AS MAY 8E
R£QUIREO BY Tl-/£ Cl1Y E:NGINE:E:R DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORES£EN CIRCUMSTANCES WHICH MAY ARISE.
8. Tl-/£ CONTRACTOR SHALL 13£ RE:SPONSIBL.£ ANO SHALL TAK£ NECESSARY PRECAUTIONS TO
PRl2(£:NT PUBLIC TRESPASS ONTO ARF;AS WHERE IMPOUNDED WATERS CREATE: A
HAZARDOUS CONDITION.
7. ALL £ROS/ON CONTROL MEASURES PROVIDED PE:R Tl-IE APPROVE:D GRADING Pt.AN SHALL 8£ INCORPORATED HEREON.
8. . GRADED AREAS AROUND Tl-IE PROJECT PER/MITER MUST DRAIN AWAY FROM Tl-IE FACE OF
SLOPE: AT Tl-IE CONCLUSION OF EACH WORKING DAY.
9. ALL R£MOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN Pt.ACE AT Tl-/£ END OF EACH
WORKING DAY WHE:N Tl-IE FIVE (5) DAY RAIN PR0/3ABIL/1Y FORECAST EXCEEDS FOR1Y
PERCE:NT ( 40,r). SILT AND OTI-IER DEBRIS SHALL BE REMOVW AFTER EACH RAINFALL
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIT/-/ J/4 INCH MINIMUM AGGREGI\TE:
11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVE:RAGE
OF GRADED SLOPES (90,r COVE:RAGEJ PRIOR TO N0\1£MBER 15, Tl-IE SLOPES SHALL BE
STABILIZED /3Y PUNCH STRAW /NsfALLEO IN ACCORDANCE: WIT/-/ SECTION J5.02J OF
THE £ROS/ON ANO SEDIMENT CONTROL HANDBOOK OF Tl-IE OCPARTMENT OF CONSERVATION,
STA TE OF CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT ANO TEMPORARY E:ROSION CONTROL PLANTING ANO IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF Tl-/£ STANDARD
SPECIFICATIONS AND Tl-/£ FOLLOWING:
B.
C.
HYDROSEEDING SHALL BE APPLIED TO:
I. ALL SL.OPES THAT AR£ GRADED 6; I (HORIZONTAL TO VE:RT/CAL) OR STEE:PER
WHEN T/-/EY AR£:
a. rnR££ FEET OR MOR£ IN HEIGHT AND ADJACE:NT TO A PUBLIC WALL OR STR££T.
b. ALL SLOPES 4 FEET OR MORE: IN HEIGHT.
2. AREA.S GRADED F!ATTER THAN 6: 1 WHEN ANY OF Tl-IE FOLLOWING CONDITIONS
EXIST: a. NOT SCHEDULED FOR IMPR0\1£MENTS(CONSTRUCTION OR GENERAL
LANDSCAPING) W/T/-1/N 60 DAYS OF ROUGH GRADING.
b. 10£NTIF/£0 /3Y Tl-/£ PARKS ANO RECREATION DIRECTOR AS HIGHLY
VIS/BL.£ TO Tl-IE PU/3LIC.
c. HAI'{ ANY SPECIAL CONDITION l0£NTIFIED BY THE C/7Y E:NGINEER
THAT WARRANTS IMMEDIATE: TREATMENT.
HYDROSEEDED AREAS SHALL /3E /RR/GI\ TEO IN ACCORDANCE WIT/-/ THE FOLLOWING
CRITERIA:
1. ALL SLOPES THAT ARE GRAOCD 6; 1 OR STEEPER ANO THAT ARE:
a. T/-/REE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1 OOJt COVE:RAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL /3E WATERED BY A CONVF:NTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,t
COVE:RAGE.
2. AREAS St.OPED LESS THAN 6: I SHALL BE IRRIGATED AS APPR0\/£0 BY Tl-/£ CITY
£NG/N££R, PRIOR TO HYDROSEEDING. Tl-/£ D£\1£LOP£R SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO Tl-/£ CfTY ENGINEER. THE
PROPOSAL SHALL 8£ SPECIFIC REGIIRDING Tl-IE NUM/3ERS, TYPES AND COSTS
OF fflE ELEMENTS OF Tl-IE PROPOSED SYSTEM.
J. IRRIGI\T/ON SHALL MAINTAIN Tl-IE MOIS1URE LEVEL OF Tl-IE SOIL AT THE
OPTIMUM LEVEL FOR mE GROWT11 OF Tl-IE HYDROS£EDED GROW7H
HYDROSEEDING MIX SHALL CONSIST OF ALL OF Tl-IE FOLLOWING:
I. SEED MIX SHALL CONS/ST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVE:R
b. 20 lbs. PER ACRE OF ZORRO FESCU£
c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs, PER ACRE: OF ACHIU.EA MII.L.£FOL.IA
a. J~11. PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. I 2 lb. PER ACRE OF DIMORPHOLECA
g. I S c,d,,,, ANO f OF T/-/IS SU/3SECTION MAY /3E OMITTED ON
LOCATIONS WHERE Tl-IE AREA /3EING HYDROSEED£D IS NOT VISIBLE FROM
EJT/-/E:R A PUBLIC STREET OR RESIDENT/AL STRUC1URES.
h. ITEM a OF T/-/15 SU/3SECTION MUST /3E /NOC ULA TED WIT/-/ A NITROGEN
FIXING BACTERIA AND APPLIED DRY EIT/-/ER BY DRIWNG OR
BROADCASTING B£FOR£ HYDROSE£DING.
I. ALL SEED MATER/ALS SHALL /3E TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WIT/-/ Tl-/£ CALIFORNIA DEPARTMENT OF FOOD
ANO AGRICUL1URE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO Tl-/£ HYDROSE:ED
SLURRY AT TH£ DISCRETION OF Tl-IE CONTRACTOR.
2. Tr?£ 1 MULCH APPLIED AT Tl-IE RA TE OF NO LESS THAN 2000 lbs. PE:R ACRE.
TYPE 6 MULCH (STRAWJ MAY 8E SU/3STl1UTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED fl/3ER MATERIAL WHEN STRAW IS USED IT MUST BE
ANCHORED TO Tl-IE St.OPE BY MECHANICALLY PUNCHING NO LESS 71-/AN 50,r OF
TH£ STRAW INTO Tl-IE SOIL.
J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0, WIT/-/
15,t SULPHUR APPLIED AT T/-llr RATE OF 500 lbs. PER ACRE.
D. AREAS TO BE HYDROSEED£D SHALL BE PRE:PAREO PRIOR TO HYDROSITDING BY:
1. ROUGHE:NING Tl-IE SURFACE TO /3E Pt.ANTEO BY ANY OR A COMBINATION OF:
a. TRACK WALKING St.OPES STEE:PE:R THAN 6; I
b. HARROWING AREAS 6: I OR F!ATTER THAT ARE sumCIENTLY FRIABLE.
c. RIPPING AREA.S THAT WILL NOT BR£AK UP USING ITEMS a OR b A/30\IE.
2. CONDITIONING Tl-/£ SO/LS SO THAT IT IS SUITABLE FOR PLANTING BY: a. /l[}Jl/ST/NG Tl-/£ SURFACE SOIL MOIS1URE TO PROVIDE A DAMP BUT NOT
SA1URATEO SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS. PH /l[}JUSTME:NT, LEA.CHING OR
COVE:R/NG SAUNE SO/LS TO PROVIDED V/ABL.£ CONDITIONS FOR GROWT11.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVID£ A VIGOROUS GROWT/-1 UNTIL
Tl-IE PROJECT IS PERMANEN7LY LANDSCAPED OR, FOR ARE:A.S WHER£ HYDROSEEDING IS
Tl-IE PERMANE:NT LANDSCAPING, UNTIL Tl-/£ PROJECT IS COMPLETED AND ALL /30NDS
RELEASED.
50'MIN.
PIJBLJC RIGHT-
Of-WAY
12• MIN. -ii _ 1 ?..:,
PROf1LE
;2• MINUS ROCK
EXISITNG GROUND
I
JO'M/N.
S1EE1. ~
Pf.ATES/RUMS/£
RACKS
PROVIDE APPROPRIATE: TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
-OF-WAY
FEJICf/a-.RRIE:R TO
RESTRICT TRAmC TO
THE CONSTRUCTION
ENTRANCE
STABILIZED CONSTRUCTION ENTRANCE
PER CALIF. STORMWATER BMP DWG TC-1
I. SET POSTS ANO EXOIVA7£ A
4 8'f 4 IN (10 8'f 10 CM)
TRt:NCH UPSLOPE: fflOl,I AND
ALONG TH£ UNE: OF POSTS.
J. ATTACH THE: FILTER FABRIC TO
THE WIRE FENCE ANO EXTEND IT
INTO THE: TRE:NCH.
2. STAPLE WIRE FENCING TO
TH£ POSTS.
4. BACKFILL AND COMPACT TH£
EXOWATED SOIL.
SILT FENCE
-
GRAVE:!. BAGS OVERLAP
ONTO CURS
J FT (0.9 M) MIN.
RUNOFF
GAP 8ffil'ffN BA.GS
ACTS AS SPILLKl'\Y
Tl-IRE£ LAYERS OF GRAVEL BAGS
W/7H £:NDS OVf:Rf.APPED
GRAVEL BAGS
9 IN (2J CM)
♦
2 FT
(0.6 M)
fARTH£N RIDGE
UNLINED SWALE & BERM
'--..
'1£Rl1CAI. SPACING '--.. '--..
VARfi8£TllfIN
8' lQ 10'
NOTE: INSTALL ROCH
ROLL Al/M; A l£',fl
CONTOI/R
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RDCHR(XJ.
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'f. xJ/-1" lll()(X}S
STAKfS MAX f.'
SPACING
SE£ 0£TAII. ABOI/E
FIDER ROLL
~.k{-{f1 11\ A5 -h~;J+s
DA E INITIAL DATE
J,EGEND
DESCRIPTION QUANTITY 8YMBQL
STABllJZED CONSTRUCTION ENTRANCE 1 EA.
UNLINED SWALE & BERM 570 LF ~---------
LIMITS OF CLEARING & GRADING
SILT FENCi 260 LF a a a
FIBER ROLL ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ • ■ ■
GRAVEL BAGS 380 EA. c::x:x:::x::>·
GRAVEL BAG CHECK DAM
HYDROSEED 6440 SF
NOTE!!
El.£Cma-/lC DATA fll£S AH£ FOR REFERENCE
ONl.Y ANO AH£ NOT TO 8£ VSEO FOH
HORIZONTAL OH '.£HTICAL Sl/Rl.fl' CONlROL
.~~,. DESIGNED BY: A,VL DATE: DEC 2005
DRAWN BY: B.O'D, G.E.!,. SCALE: AS SHOl'III
PROJECT t.1GR. • K.H. JOB N0.:05--1130
2710 Loker Avenue West Civil Engineering ENGINEER Of WO' Suite 100 Planning
Corlsbod, Colifomia 92010 Processing
DATE: 3ft ~,::; 760-931-7700 Surveying Jbf.~ foK: 760-931-8680
www.odayconsultonts.com KEITH W. HANSEN RCE: 60223
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PE 51274 ~30-07 --CITY ENGINEER ~..Z£'P4-D E
DWN BY: . PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: ..
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GRA/JING AREA TO 8£ REMO'.£/J
NOTE!!
ElECTRONIC /JATA FR.ES ARE FOR REFERENCE
ONLY AN/J ARE NOT TO 8£ ()S[IJ FOR
HORIZONTAL OR '.£RllCAl .SVR'.£Y CONTQ(X.
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DESIGNED BY: ,l V.L DATE: JJLY 2005
DRAWN BY, BO'D., G.E.C. SCALE: 1" = -Ill'
PROJECT MGR.: K.H. JOB N0.:05-1130
2710 Loker Avenue West Civil Engineering ENGINEER OF i_K, Suite 100 Planning /(;7t .' Carlsbad. Ca1iforni11 92010 Processing
DATE: 3/7 fer, 760-931-7700 SuNeying
FoM: 760-931-8660
www.odayconsult,;mls.com K8lH W, HANSEN RCE: 6022J
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DESCRIPTION: STANOARO STREIT S/JR'IEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH fY' PALOMAR
AJl?POl?T ROAD ON CENT£/?l/N£ fY'
R CAAi/NO /?£Al
RECORD FROM: NORTH COUNTY 'IERTlCAl CONTROi. OATA
l?-1800 308+76
ELEVATION: 297.25 M.S.L DATUM: NGVD 1929
~l:v/o;
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, --"' " , 'tbf,,OCA 1Fl) ~-(/NG S0//THERN PROPERTY UN£ IJNlfSS
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