HomeMy WebLinkAboutDWG 435-7A; PIP 05-10; OPUS POINT LOT 19; 01-05L
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WORK TO 8£ OOH£
TH£ GIW)!N(; WORK SHAIJ. CONSIST fF TH£ CONSTRIICTION IY ALL C/JlS ANO Fll.LS, REJIEJJ/At. GIW)!Mi 0/WNAGE F.'-ClllllES, EROSION CONTROi. FAClllll£$. ANO
GHAOINC NOTES PRECISE
OPUS
GRADING &
POINT LOT
EROSION
19
CONTROL PLANS PWll!Nr;CFPEHM4NtNT~lJSC4/'IN(;ANOPRfP~TIONOFAS-Blll.T(J/W)/Nr;PW{S'.
AS-81/H.T GEOI.OGIC MAPS AND IIEPORTS. All AS SHOWN OH R£QIIIR0) ON THIS SET
(F PLANS ANO TH£ CITY STAN/l4ROS. SPECIFICATIONS, R£QIIIROl£NTS, RCSOi.VllONS ANO
ORDINANCES CflED. ON ~ Pf.ANS.
(IN AODIT/ON TO THE REOIIIRE:MENTS OF CHAPTER 16. 16 OF THE
CARLS6AD MIINICIPAL COOE.J
I. TH/$ Pt.AN SIIPCRSEOES ALL OTHER PLANS PREVIOIISLY APPROVE() 6Y THE CITY
OF CARI.S6AO REGARDING GRADING SHOWN ON TH/$ SET OF Pt.ANS.
2. APPROVAL OF TH/$ PLAN DOES NOT LESSEN OR WA/Vo!" ANY PORTION OF THE
CARI.SBA() MI/NJC/PAL CODE, RESOLIITION OF CONl)/TIONAL AP/'ROVAL, CITY
STANDARDS OH OTHER AO()ITIONAL OOC/JM£NTS LISTED HEREON A$ THEY ,WIY
PERTAIN TO TH/$ PROJCCT. THE ENGINEER IN RESPONSIBLE CHAR()£ SHALL
REVISE THESE Pt.ANS WHEN NON-CONFORMANCE /$ l)ISCOVERED,'·.
3. CITY APPROVAL OF Pt.ANS DOES NOT REJ..IEVF: THE OEVELOPER OH ENGINEER·OF-
llf)RK FROM RESPONSIBILITY FOR THE CORRCCTION OF ERRORS AND OMISSION$
{)/$COVERED {}/IRING CONSTRIICTION. ALL PLAN REVISIONS Sf/ALL BE PROt\FTLY
SIIBM/TTE() TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT·OF•WAY PERMIT FRCW THE CITY CN6/NEEH WILL BE RE0/1/RED FOR ANY
llf)RI( IN THE Pl/BL IC RI 6HT OF WAY. PR I OR TO PERM/ T I SSIIANCE, A
CERTIFICATE OF /HSI/RANCE Ml/ST BE Fl££() NAMING THE CITY OF CARLSBAD AS
AN Al)l)/TIONAL /NSIIREJ) ON THE PERM/TT££'$ POLICY IN THE MINIMl/ltl AMO/INT
OF $1,000,000.00 FOR EACH OCCIIRRENCE OF LIABILITY, TH( INSURANCE
CllU"ANY WRITINfl THE POLICY Ml/ST HAVE A RAT/N(I OF "A-• AND A SIZ{
CATE00Ji'Y Of CLASS V A!I ES~ABLISHED BY "BESTS" KCY RATING 011/0E.
6. i/NLES$ EXEMPTED BY stCTION 301. (b/6 OF THE /IN/FORM DIIIL()JN(I CODE,
. RETAINING WALLS 01/TSIOE Of' Pl/BL IC RIGHT OF WAY RE0/1/RE SEPARATE
PERMITS FROM THE BIIIL()JNG DEPAR7l£NT.
(I. NO WORK SHALL BE COI.KNCED 1/NTIL ALL PERMITS HAVF: BEEN OBTAIN£() FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
T. APPROVAL OF THESE Pt.AN$ BY THE Cl TY £N6INEER DOES NOT AIITHORIZE ANY
llf)RI( OR 6RA()IN(I TO BE PERFORIED 1/NTIL THE PROl'f:RTY OWNER'S PERMISSION
HAS BEEN OBTAIN£() AND A VALID 6RAOING PERMIT HAS BEEN ISS/1£1).
8. NO REVISIONS WILL BE MADE TO THESE Pt.ANS WI THO/IT THE itf?/TTEN APPROVAL
OF Tl/£ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON Tl/£
APPROPRIATE SHEET OF THE Pt.ANS AND THE Tl TL£ SHEET.
9. OR/6/NAL ORAWIN6$ SHALL BECOM£ THE PROPERTY OF THE Cl TY I/PON BEING
$I6NED BY THE CITY ENGINEER.
10. THE OH/6/NAL DRAWING SHALL BE REVISED TO REFLECT A!l·B/1/LT CONDITIONS
BY THE EN6/N£EH·OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
ti. ACCESS FOR FIRE AND OTHER £AER6£NCY VEHICLES SHALL BE M'IINTAINED TO
THE PROJECT SI TE AT ALL Tl/ES DI/RING CONSTRIICTION.
12. WHERE TRENCHES ARE WI THIN Cl TY EASEAENT!I, A SOILS REPOHT CO,,,:,HISED
OF, (Al SIMMRY SHEET, /8/ LABORATORY WORK SHEETS AND (CJ COl-l'ACTION
CIIRVES, SHALL BE S/JBMI TTED BY A PROFESSIONAL EN6/N££R OF THE STATE OF
CALIFORNIA, PRINCIPALLY DO/NS 8i/$IN£S!I IN rHE FIELD OF APPLIED SOIL$
M£CHANJC$. THE SOI£$ REPOHT WILL BE SIIBMtrTED TO THE CITY £N6/N££HIN(J
INSPECTOR WtrHIN TIIO WORKING DAYS OF THE COWf.ETION OF FIELD TEST$.
l:S. A SOILS COAFACTION REPOHT AND COWLIANCE VERIFICATION REGARD/NS
ADHERENCE TO RECOM,1£NDATION!I 01/TL IN£() IN THE SOILS REPORr IS REOI/IRE()
PRIOR TO THE /SSI/ANCE OF A 8111£0/Nfl PERMIT. ALL CONTROLLED 6RADINS
$HALL BE OONE 1/NDER THE ()/HECT/ON OF A PROF£$$10NAL ENGINEER OF THE
STATE OF CALIFORNIA PH/NC/PALLY IX)ING Bl/SIN£$$ IN THE FIELD OF APPLIED
SOILS AECHANIC!I, ALL FILL OR Fl/Tl/RE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATION$ AND THE
• EARTHl'lf)RI( SPECIFICATIONS • ATTACHED TO THE PREJ..IMINARY SOIL$
INVESTIGATION, OAILY FIELD COWACTION REPORTS WILL BE S/JBMITTE() TO THE
PROJECT INSPECTOR. .
/4. A PRfCQNS[RIJCTIQN IEfTIN9 SHALL B( HELD AT [H( SITE P/?IOlf TO [Hf
BEGINN/Nf QI' !IQRK AND fiHAll Bf ATTENDED BY All REPRfSENTA U Vft
RESPONSIBLE FOR CONSTRIICTION. INSPECTION. Slll'ERVISION. TESTING AND ALL
Q[HE/1 ASPfCTf OF' THE HQRK, rHE CONTRACTOR SHALL SCHEDIII.E THE AEET/NS
THRO/IGH THE PERMlr CLERK (760 438·389/J AT LEAST Fil/£ (SJ WORKING
t)AY!I PRIOR TO STARTING CONSTR/JCTION. APPROVE() DRAWINGS Ml/ST BE
AVAILABLE PRIOR TO SCHEOII/.ING. THE 6RADINfJ PERMIT WILL BE PROVIDED 8Y
THE PROJECT INSPECTOR AT THE AE£TIN6.
IS. ALL JNSPfCTJON 8EQIJFSTS PTHER THAii FOR PRFCQN5TRIJCT/QN A£FTINI W/1 I Rf
MIIOE BY CALLING THE EN6/N£EHING 24-HOIIR INSPECTION RfQIJfST LIN£ AT
17601 438.3891 INSPECTION REO/JESTf MIIST BE RECEIVED P/?IOR TO 2·00 PM
ON THE DAY BU-ORE THE INSPECTION /!I N££0£(). INSPECTIONS WILL BE MAOE
THE NEXT WONK DAY i/NLESS YO/I REOl/£ST OTHERWISE. REOl/£ST$ MAO£ AFTER
2:00 P.M. WILL BE SCHEOll/.£1) FOR TIIO FIii.£ WORK DAY$ LATER.
/(I, THE OWNER AND/OR APPLICANT THROll6H THE DEVELOPER AND/OH CONTRACTOR
$HALL OESI6N, CONSTRUCT AND MAINTAIN ALL SAFETY OEVICES, INCLIIDING
SHOHINfJ, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NS TO ALL LOCAL,
STATE AND FEOERAL SAFETY AND HEALTH STANl)ARI)$, LAi.s AND REG/JLAT/ONS.
IT. THE CONTRACTOR $HALL CONFORM TO LABOR CODE SECTION 670S BY S/JBMITTING
A DETAIL Pt.AN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY $HOW/NS
THE OESI6N OF SHOR/NI, BRACING SLOPING OH OTHER PROVISIONS TO BE MADE
OF llf)RKEH PROTECTION FROM THE HAZARD OF CAVING GROI/ND 01/RING THE
EXCAVATION OF $/JCH TRENCH OH TRENCHtS OR 01/R!Nfl THE PIPE INSTALLATION
THEREIN. THIS Pt.AN Ml/ST BE PREPARED FOR ALL TRENCH£$ FIVF: FEET (S'/ OR
MORE IN.DcPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION, If rH( PLAN VARIES FROM rH( SHQRIN9 SYS[/J/
STANDARD$ £STABLISH£() BY THE CONSTR/JCT/ON SAFETY OROER$, Tln.E 8
CALIFORNIA AOMINISTRATIVE COO£, THE PlAN SHALL BE PREPARED BY ~
REGISTERED ENGINEER Ar THE CON[RACTORt EXPENS(. A COPY OF THE OSHA
EXCAVATION PERMIT Ml/ST BE S/JBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
l(J. NO !Jt.ASTINS SHALL BE PERFORMED I/NT/£ A VALID BLASTING PERMIT HAS BEEN
OBTAINED FRCW THE CITY OF CARLSBAD. $/JBMIT APPLICATION FOR BLAST!Nfl
PERM!r !fELL IN ADVANCE OF THE SCHEOII/.INI OF BLASTING OPERATIONS.
Ii. If/" ANY ARCHAEOLOGICAL RESOVRCE!I ARE OISCOV£RED WI THIN ANY WORK ARE'A
. 01/RINI CONSTR/JCTION, OPERATIONS WILL CEASE /MEDIATELY, AND THE
PERM/Tl'fE WILL NOTIFY THE CITY EN6/N£ER. OPERATION$ WJLL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVE() 111?/TTEN Al/THOR/TY FROM Tl/£ CITY
£NG I NEER TO PO SO,
20. ALL OPERATION$ CONDUCTED ON THE SITE OR Al)JACENT THERETO, INCl.i/0/N(I
fARMJM, /IP, REPAIR, ARHIVAL, /JcPARTIIRE OR OPERATION OF TRI/CK$,
EARTHMOr'INS EQ/JJPIENT, CONSTRIICTION £()(1/f'IENT AND ANY OTHER ASSOCIATED
(IRA()/~ £011/PMENT SHALL BEL IMITED TO Tl/£ PEHi OD BETJ'EEN T:00 A.M. AND
$/INSET EACH PAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATl()NS SHALL BE CONO/JCTED ON WEEKENDS OR HOLIDAY$. (A LIST OF Cl TY
HOLIDAY$ IS AVAILABLE AT THE £N6/N£ERINI /JcPARTl,CNT COIINTER. J
21. ALL OFF,SI TE HAIi/. RO/IT£$ SHALL BE S/JBMI TTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TIIO F/JLL WORKING DAYS PR/QR TO BEGINNJN/J Qf
M)RI(. i
22. IMPORT 1,14T£RIA£ SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8E
DEPOSITED Ar, A $/TE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAM.40£ OCCIIRR!Nfl ALONfl THE HAIR..
ROI/TE$ OR ADJACENT STREETS A$ A RES/ll.T Of/" THE 6RADJN(I OPERATION.
23. BRIISH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRAD£(). NO TREES ARE
TO 8£ REMOVED 1/NLES!I SPECIFICALLY NOTED ON THE PLAN.
24. ALL ~AS SHALL BE GRAND TO ORA IN.GRADING RESIILT/Nfl IN THE PON{)JNG OF
WATER 1$ NOT PERMITTED. ALL EARTHEN SWALE$ AND DITCH£$ SHALL HAVF: A
MINIM/JI/ ONE PERCENT Sl.OPC.
26. THESE Pt.ANS ARE SIIBJECr TO A S/6N£() AND APPROVED SET OF EROSION
CONTROL Pt.AN$. EROSION CONTROL SHALL BE AS SHOIIN AND AS APPROV£D BY
THE CITY £N6/N££R OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOP£$ SHALL BE TRIMED TO A FINISH GRADE TO PROD/ICE A /IN/FORM
SI/RFACE AND CROS!I SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
OROERLY CON()/ T/ON. ALL STONES, ROOTS OR OTHER l)EBHIS SHALL BE REMOVED
AN() DISPOSED OF AT A SITE APPROV£D OF BY Tl/£ CITY ENGINEER.
11
P.I.P. 06-10 THE GIW)!Nr; WORK SIJ4lJ. 8£ P£RFORM£!) IN ACCORa4NCE WITH TH£ FOll.OW/Nr;
OOCIIJIEN7S. C/JRR£Jff AT THE TIM£ IY APPROVAi. OR AS' DIRECTEI) BY TH£ CITY
fNGINEER:
2T. ALL SLOPES SHALL BE /RH/GATED, STAB/£ !ZED, Pt.ANTED AND/OH HYOROSEEOED
WI THIN TEN I /OJ DAYS OF THE TIME 111-{£N EACH SLOPE IS 8RO/J6HT TO 6RAOE
AS SHOWN ON THE APPROVED 6RAOIN6 PiJilis.
28. LANOSCAP/Nfl SHALL BE ACCOlrf'LISHED ON ALL SLOPES AND PAO$ AS RE0/1/RED
BY THE Cl TY Of/" CARLSBAD LANDSCAPE MANI/AL, THE LANDSCAP/NfJ Pt.ANS FOR
THIS PROJECT, DRAWING NO.=-=----• AND/OR A$ DIRECTED BY THE CITY
ENGINEER OR Pt.ANNIN(/ DIRECTOR.
29. THE OWNER/APPLICANT $HALL /HSI/HE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING Pt.ANS WITH THAT SHOWN ON BOTH THE LANDSCAPE'
AND IRHIGATION PLAN$ AND THE IMPROVEJ,£NT Pt.ANS A!I RE0/1/RED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE l,f/J,NIIAL TIME REOIIIREMENT!I.
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMl/ltl
D·LOAO OF I, 350. FOH PRIVATE STORM ORAIN PIPES, /IP TO 15" PVC M'IY BE
1/TILIZE() PROVIDED OEPTH IS LESS THAN IS FEET AND BACKFILLED WITH 3/4"
ROCK PER SORSD S-4 TYPE •c• AND PIPE AEETS AS7M STANDARD 3034 FOR
SOR 36 SOL I I) WALL PI PE.
31. WHERE AN EXIST!NfJ PIPE LINE IS TO BC ABANDONED AS A RES/JLT Of/" THE
0RADIN(I OPERATION, IT SHALL SE REMOVED WITHIN TWENTY FEET OF 81/ILDING
OR STREET AREAS AND R£PI.ACED WITH PROPERLY COAFACTED SOIL$. IN OTHER
AREA$ THE PIPE WILL BE PLIIGGED WI TH CONCRUE OR REMOVE!) AS APPROVE/] BY
THE CITY £N6JN£EH AND/OH THE GEOTECHNICAL EN6/NE£R,
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
/ABOVE 6ROIIND AND 1/NOER IJROIINDJ WITHIN THE PROJECT SITE SIIFFICIENTLY
AHEAD OF GRAD/NS TO PERMIT THE REVISION OF THE GRAP/NS PLANS If/" IT IS
FOIJN() THAT THE ACT/IA£ LOCATIONS ARE IN CONFLICT WITH THE PROPOSE()
l'KIRK,
JS. THE CONTRACTOR SHALL NOTIFY AFFECTED 1/TILITY COWAN/ES (SEE BELOW/ AT
LEAST 2 Fl/LL WORK/NI DAYS PRIOR TO START/Nfl GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COAFANY REPRESENTATIVE.
1/NDERGROIIND SERVICE ALERT /800/422•4l33
SDGSE /800/660•734:S
PACIFIC BELL {BOO}B92-0l2:S
ADELPHIA COdN//NICATION!I (760/438•7741
CITY OF CARLSBAD (STRECTS a STORM DRAIN/ (760/434·2980
"CITY OF CARLSBAD (SEHCR, WATER a RECLAIMED WATEHJ (760/438•2722
34. PERMIT COlr/PLIANCE REQ/JIREAENT!I,
A. FOR CONTROLLED 0RADIN6. THE APPL !CANT H!RCS A CIVIL £N61N££R,
SOILS £N6/N££R, ANO/OH 6£0L06tSr TO 6111£ TECHNICAL ADVICE,
OBSERVF: AN{) CONTROi. THE WORK IN PROGRESS (15. 16. 120 A. 8}
CARLSBAD MIINICIPAL CODE.
8. PRIOR TO FINAL APPROVAL Of A GRAD/NII PERMIT-THE FOLLOWING
REPOHTS Ml/ST BE SIIBMITTED T(} THE CITY ENGINEER VIA THE
PROJECT INSPECTOR (15. 16.120 A. JO} CARI.SBA() MIINICIPAL COOE:
/II FINAL REPORT BY $1/PERV/SJN(J 6RADING ENGINEER STATING ALL
6RADIN6 IS COWi.ET£. ALL EROSION CONTRO!, SLOPE PLANTING
AN() IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVE() Pt.AN$ (OBTAIN SMFLE Of/" COWf.lANCE
LETTER FROM CITY ENfJINEER!NfJ OEPAR7l£NTJ.
(2/ AS-Bil/LT 0RADIN/1 PLAN.
/3I REPORT FROM THE SOILS ENGINEER, WHICH /NCl.//0£$
RECOI.KNOED SOIL BEAR/N(I CAPACITIES, A STATEMENT AS TO
THE EXPANS/Vo!" 0//ALI TY OF THE SOIL, AND S/JANARIES OF
FIELD AND LABORATORY TESTS. THE REPORT $HALL ALSO
INCLVDI! A STATEAENT BY fHE SOILS ENGINEER THAT THE
6RAOING WAS DONE IN ACCORDANCE WITH THE REOVIR£AENT$ AND
RECOI.KNDATION!I OIITLINED IN THE PREJ..IMINARY SOILS REPORT
AND ANY SIIPPLEAENT!I THERETO.
(4/ REPORT WITH AS·B/1/LT 6EOL06IC Pt.AN, If/" REOVIRED 8Y THE
CITY.
35. 1/NLESS A GRAD/NS PERMIT FOR THIS PROJECT IS /$$1/ED WITHIN ONE (IJ
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE Pt.ANS M'IY BE REOI/IRED
TO BE RESIIBMITTED FOR Pt.ANCHECK. Pt.ANCHECK FE£$ WILL BE REOIIIRED FOR
ANY SI/CH RECHtCK.
3£ TH£ SOILS REPORTS Till.ED UPQA 'f[ GfQTfCHNJCAl INVEST(GA TlQN. C4/j'ls&4Q
RACEWA Y BUSINESS PARK. c,: 98-10, C4/j'lSBA11 C4, OA lEO Al/Gt/ST 17, 2004
ANO PREUMINANY (jEQTECHNJCAL REPQR1: {l'/JS &NT AT THE RAGl"WA Y. LQ75 5
71-(ROIJGH 25 OAlEO MARCH 7, 2W~ P/?£PAREIJ BY lT~ INCORPORATED SHAIJ.
8! CONSIOCR£1) AS PART (F THIS GRAO/NtJ Pf.AN.
£NCIN££NS NOTES
f. Rf"'IISION Cl" TlfES£ Pf.ANS MAY 8! Rf"QI/IRE/} IF TliE Pf{(Y'(}S£0
IMPROV£MfN1S ARE NOT CONSTR//ClEO PRIOR TO 1H£ fJEAOI./NE OAT£ Cl" TH£
IMPROVEMfNT AGRWENT.
2. TH£ EXISTENCE AND LOCATION (F 1/Tll/TY STRIJCTIJ/?£$ AND FAC/UT1£S SHOIIN
ON TH£ CONS7RIICTION Pf.ANS l1ER£' OBTAINED BY A SCARCH (F TH£ AVAI/AlU
RfCOROS. ATTENTION IS CAI.LEO TO TH£ POSS!Bl.E £)(JST£NCF: (F OTHER
1/Tll.lTY FACILIT/£$ OR S7RIICT/JR£S NOT SHOHN OR IN A LOCATION 0/FFER{}{T
FRON lHAT SHOHN ON THE Pf.ANS. TH£ CONTRACTOR IS REQIJJRED TO TAK£ Pl/£
PRECAl/l!ONARY MCAS/JRE"S TO PROTECT lJIE 1/Tll.llTES SHOHN ON THE Pf.ANS ANO
ANY OTH/;R EX/Sl!N() FAC/UTIES OR STRIICT/JRES NOT SHOWN.
.I THE CONTRACTl'.W SHALL V£RIFY TH£ LOCATION Cl" ALL E)(JST!N() FACIUTl£S
{ABO'.EGRO/JND ANO 1/NlJERGROI/NO) WITHIN THE PRO.ECT SITE S/Jff/CIENll. Y
AHEAD ()f' TliE CONS7RIICTION TO PERIIIT 11£ RfllSIONS (F THE CONSTRI/CTION
Pf.ANS IF IT IS FOi/NO THAT THE ACT/JAL LOCATIONS ARC IN CO!IR.JCT WITH
TH£ PR(P()SEJ} lfOl'IC
t ALL H.O.P.£. S!ORM DRAIN TO 8£ INSTAL1Ef} PER HANC0R 8ACKF1lf. RfCOMMENl)A TIONS
FOR Ht-(} PIP£.
TREATMENT CONTROL BMP TABLE
MAINTENANCE SHEET
TYPE DESCRIPTION OWNERSHIP AGREEMENT NO.
Bf(N lRA 710N Tr:-JO IE"flETA lflJ SWALE PVT (X,!R .,
fl.OW 7Hli'O/ICH SEPA!i'A TOR MP-52 DRAIN INSCRT PVT (X,!R
PHOJ£CT lOCAllON
THIS PRO.ECT IS LOCA 'IEI} WITHIN ASSESS(,WS PARCEL Na 221-88/J--01.
lJIE CAL/FOHN/A COOHOINA TE /MJa (F THIS PRO.ECT IS N 1.fl.9J £ §2S.I
SOUHC£ OF TOPOGRAPHY
TWXRAPHY SHO/fN ON TH£S( Pf.ANS WAS 6'£JERA 'IEI} 8Y AERIAL TOPOGRAPHIC
SIIR'.£Y 8Y SAN-LO AERfA/ SIIR'.EYS av .lll.Y 4 1991. E)(JSl!NG MASS CHAO/NG
SHO'tfN PER APPROW CITY fF CARI.SBAO Oltl'l Na #J9-IA.
l£GAL 0£SCRIPllON
LOT 19 (F CARI..S8A/J TRACT NO. 98-10, CARI.S8AI} li'Alc"WAY, IN
TH£ CITY rF CA/i't.SBAIJ, COUNTY rF SAN 0/ECO, STA le Cl" CA!JFO/i'NIA,
ACCO/i'OINtJ TO MAP THCREOF NO. 1501.J, FILED IN THE (fffC£ OF TH£
COUNTY RfCOROt:R OF' SAN 01£00 COUNTY, MAY .J, 200:S AS
RLE Nr,, 200:S-OJ71022 (F rFFICIAL li'ECOROS.
H£F£R£NCES
(D H'dJRa.OGY AND HYDRAl/t/CS BY 021AY CONS/A.TANIS, INC.
PA 'IEI} SEP lEl,ffJER, 2005.
@ STORM /YATER MANAGD/ENT PUN BY 021AY CONS/JI.TANIS, INC.
DA 'IEI} SEP lEl,ffJER, 2005,
@ STORM IYA'lfN POILIITION PRfi~NllCN Pf.AN BY 02JAY CONS/A.TANIS, INC.
OA lflJ .!/NE JO, 2005
@ flEOlECHNICAI. REPORT BY flEcX'0/4 INC.
OA lflJ Al/GI/ST 17, 2004 .t MARCH 7, 2005
R£F£R£NC£ Pl4NS
CITY fF CARlSBAD ORA INNG N0.11 #J9-1, -IIJ9-1A
CITY OF OCEANSIDE
PACIF'IC
OCEAN
CITY OF ENCINITAS
VICINITY MAP
NO SCALE
EARTHWORK OUANllll£S
-C/11: J./180 l'VS
Fl!.l: 880 'fl}.£
EXPORT: 2,2()() YOS.
REll£/)/AI.: -D-
NOTES: 1. THES£ QI/ANT/TIES ARC FOR BONDIN() Pl/RPOSES ON/.. Y.
ANO ASSIIME NO SHRINKAG£. CONTRACTOR TO V£RIFY TO
HIS SATISFACTION.
2. CONTRACTOR SHALL Sl/811/T ANO RfCE/>£ APPROVAl FROM CITY
FOR HA/A. ROl/lES PRIOR TO HAI/UNG 0/li'T OR CONSTR/ICTION
MA lERIALS TO OR FROM TH£ SITE.
MAINIDIANCE
FREQUENCY
AS NEEIJ£/J BENCHMARK:
SOILS £NGIN££R'S C£RllRCAT£
~ i;.-l7l,IA~Pi.? C.., 11-i-All , -! R£(JSlERE!J Q'~ fNGINEER IN
TH£ STA lE fF CA/./FORNIA, PRINCIPAIJ. Y 00/Nr; 81/S/NESS IN TH£ FIElJ} fF
APPUEIJ sat MECHANIC$, HEllt:BY CERTIFY THAT A SAAIPl.lN(; AND Sll/OY (F THE
Sar£ CONDITIONS PREVA!.£NT WITHIN THIS SITE WAS MA/JE BY flEOCON
INCORPORA lflJ 8£THEEN TH£ PA TES fF FEIJRIIA/i'Y 2005 AND NOVEMBER 2005.
I HA>£ /?£'11£1/E/) TH£ SarLS IIV'ORT ANO ACREE 111TH THE CONa/JSION!I AND
IIECOJIM£NOAllON$ PfH IIY LETlER OA'IEI} JANI/ARY 14 2(J()(l. 00 <XFIES CF
TH£ SQlS IIV'ORT COMPfl.£I) fROII THI. ll/OY, WITH RfCOVJIENOATIONS, Al{O
MY lETlER HAS!fEEH SIi:: TO CfflCf TH£ ~
'#-No. 67217
Exp. 12/ltjt.
__J
R.C. ,;--r Z 17
1JAm z-~~,o~
IJC£NS£ EXPIRATION /JAm \'Z • °?I -i, 1
0£Cl4RAllON OF R£SPONSIBL£ CHAR6£
I HEREBY Ufa.ARE THAT I All TH£ fNGINEEH IY IKJRI( FOR THIS
PRO.EC,; THAT I HA>£ D<rRCISEO /?£SPONS/8t.£ CHARGE OVER THE
IJES/t;N ON THE PRO.ECT AS' /JEFlNEO IN SECTION 670.1 (F THE Bl/SINESS
ANO PNESSONS ClU; AND THAr THE /J£9CN IS CONSSTENT It/TH
C/IR/?£NT STANOARIJS
I IJNIJ£RS'TAND THAT THE CHECK CF PRO.ECT ORAHTNCS AND
SPEClflCAllONS BY TH£ CITY fF CARLSBAD IXJ£5' NOT REl.1£'.C ~
AS £JIG/NEER fF HOOi( fF MY /?£SPONS/Bf/JTIES FOR PRO.ECT /J£SIGN.
O'IJA Y CONS/A. TANIS, INC.
271(} lOK£H A 'IEN/JE HES,; SII/Tf: 1()()
C4fif.$A4 CA/JFOHNIA 92010
{760/J!J7110ff/.
12!:_ !::::_~-OAlF: #i:o KEl-ctcTH=-circ--,,HAN..,..,_,'SEN""'""----
R. C.£. Na 6022J EXP. 06/.10/116
OWNER's C£RTIRCAT£
ESS/~ -~ ~ "' t, "' -co NO. 60223 ~ 'al, EXP. 9/30/01 !J
* * ~,t CIVIi. ,,.~~
OF CA\.\~~
I {WE) HCREBY C£RTIFY TH4T A /?£G/ST£1i'£/} SarLS £NG/NEER OR
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PAlf. IIARS'HALL ~ 'll(l" P/?£51/J£NT
OWNER
(PIJ$ IIEST CORPOHATKN, A MINNESOTA CORPOHATION
4350 LA .KX.lA 'IIIJ.AGE OR/'£, SIi/TE 110
SAN 0/EGq CA 92121
PHONE: (858) 546-,f.1{}()
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435D LA JOllA 'lllLA GE OR!w; S/J!Tf: 110
I. C4RI..SB4fJ MIINICIPAI. COO£. 2. STAN/l4ROS FOR /J£S}(lN .t CONSTRIICTION OF Pl/Bl.JC WORKS IJIPRO'l£J/ENTS IN THE CITY fF C4RLSB4a .I THIS SET CF Pf.ANS.
( RESOl.lll!ON NO& 502/. THROI.IGH 50JD OAlflJ OCTOBER 11. 2001 ANO TH£ CONDIT!ON!I OF Affl'i\?VAI. FOR PIP 05-10 l)ATEI) JANIJ4RY 14 2008.
.i TII£ STAN/J4/?D SPECIFICATIONS FOR P/JBUC WORKS CONSTRIICTION 'GREEN BOOK).
It SOllS REPORTS AND RECOMJIENIYlTIONS BY ~µ,'d;WJ;~'f!/l, IJATEI) AIIGOST 17, 2004 .t MARCH.!.. 200S 1. TH£ SAN DIEJlO R£CfONAI. STAN/J4/?0 ~ AM ffi!D BY THE CITY OF C4Rf.SB4f) STNI/J4/?0S. 8. EIMRONJIENT.4£ APPROmL OOCIIJIENTS /YlTEI) OCTO!JfH 11. 2001, RES. NO 50J1 . ..
.i STORl,IIYAT[R POt.L/JllON gREYENTtON PIAN (SWPPP} BY ofJ.iy CONS/JlTANTS IYlTED JI/NE J4 2~ WOID NO. 9~~3,w.,.7~ .
NOTE: Q/JANTITIES AR£ FOR BONO/NG PURPOSES ONLY. ACTl/Al Q/JANTITIES M4Y v.4RY.
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PROPOSED CONTOIIR ••••••••••••••••••••••••• ----JBO--
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£Ali'THSWALE ••••••••••••••••••••••••••••• ---
EXIST. STORM ORA!N •••••••••••••• D-60 ••••••••• =SD== = =
EXIST. TYPE :4' ClE4NOIIT. • • • • • • • • • D-9. • • • • • • • • @I
EXIST. TYPE r' CAll:H B'SIN. • • • • • • • • 0-1. • • • • • • • • ~
12• PVC STORM 0/WN. • • • • • • • • • • • .0-60 ••••••••• = = = ==SO=
8'PVCSTORIIORAIN. •••••••••••• · •••••••••••• ---50----
6" PVC STORM ORA!N. • • • • • • • • • • • • • • • • • • • • • • • • ---50----
~• PVC STORM DRAIN. • • • • • • • • • • • • • • • • • • • • • • • • ---50----
PHOPOSE/J TrPE '8' Cl/RB /NlET'. • • • • • • .0-2. • • • • • • • • J@l
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DATE; .v,)a. 760-931-noo Surveilng o, CAl.\icy Fox: 760-931-8680
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P~IN~EPARTMENT APPROVAL "AS BUILT" .
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LOCATION: APPROX. 1400 FEET SOI/TH OF' PALOMAR
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RECORD FROM: NORTH COI/NTY ',£/lllCAL CONTROL OA T,4
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REVISION DESCRIPTION
DATE INITIAL
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DATE: ..1/7/«,, 760-9.31-7700 Sur.eying
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DESCRIPTION: STANOARO STRffT SURVEY MONUMENT
LOCA flON: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAO ON CENTERUNE OF
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RECORD FRCM: NORTH COUNTY VERTICAL CONTROL OATA
R-1800 .308+76
ELEVATION: 2/Jl.25 M.S.L DA TUM: NGl1J 1929
EX!STIIIC st.OPE.,...._
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DATE INITlAL DATE INITIAL
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/ /.,....r:,-.•>S• .. /
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381.6 FG
LOCATION: APPROX f;f.00 FEIT SOUTH <F' PALOMAR
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tt/2\ RECIPROCAi. F:ASEAl£NT AGl?fIMENT 1/f{ 20()J-0101117 O.H. REC. .KIN£ f-1 2()/)j
t/3\ RECIPROCAi. F:AS0.ffNT AGRE£11£NT F/N 2/JOJ--088,f/J9J O.H. REC. .A/LY 2( 20()J
·11 ABIITTER'S RICHTS IY ACCE'SS PER CARLSBAD CT 98-10. JIAP NO. 150fJ
Rf/JNQIIISHBJ (SEE LEGEND)
·& SIGHT OISTANCC C/RRI/XKi PER CAl?t.SBAO CT 98-10, JIAP NO. 150fJ
·& SICHT !JISTANC£ CO/?RffXR RECITAL P£R CARlSBAO CT 98-10. 1,/AP Na 1501J
t/A CO'tfNANTS, CON£11710NS ANO F /N 2005-091110# O.H. RfC. OCT. 2( 200, RESTRICTIONS/CHANT fJtED
LOTS S. 6 I 18-25
t£ COl6\IANTS, CON£11l/ONS AND F/N 2005-0958611 O.H. REC. NOV. -I 200) RESTNICT/(1{$
t£ SIGN A/il!j4S, STR£ET I..ANl)SCAPINC
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•A~ SOGt!c F:ASEAl£NT F /N 2005-0141198 aH. REC. AIIG. 2~ 2005
t& NOllC£ IY RESlRICTION (I{ F /N 200#-010/JB!l# O.H. REC. fE8. 11, 200# REAL P/?CffRTY
-£ 38' AB/lllE/i'S RIGHTS-IY-ACCESS PRIOR TO GRNJIM 1£RMIT Rf/JNQ/IISHB} JAJS-r: Alo. ~ooG,-07J"'-:5.3q
-M\ Q/1/!Cf.AIM J6' ABllllE/i'S /?/GH!S-(T-ACCESS PRIOR TO GRNJIM Pf:flAflT Rfl1NQIIISHB} -~ SIGHT !JISTANCC C/RRI/XKi PRIOR TO GRNJIM Pf:flAflT -~ PH(¥J()SEJ) 20' PVBUC WA lfRUN£ PRIOR TO GRNJIM Pf:flAflT F:ASEM(NT TO CMJIO , ·-no. •oor: -o4'1' ~ /7
• SHO/tN ON nus S/JKVEY
t NOTE: EXACT lOCATICN CANNOT BE P/.OTTE]).
t t NOlF: F:ASEN£NT l)()£S NOT AFFFCT ANY PORllON (T nus LOT.
NOT£·
lHE' RN/SH FLOOR EUVAllONS SHOWN ON l1l£S£ PlANS Hill OICTA'IF:
l/1£ PAO ElEVATlONS 8AS£D IJPON BIJlll)IN() flOOH TJll(J(N£SS PER
S(1lS REPORT.
TREATMENT CONTROL
BMP TABLE
DESCRIPTION QUANTITY
Tr:-JO IC(ETA TE]) SWAII -15(} I.F
/,fP-52 ORAIN INSERT J [A
lJISPOSll70N
TOREJIAIN
TO /?£JIAIN
TO /?£JIAIN
TO /?£JIAIN
TOREltlAIN
TO REltlAIN
TO /?£JIAIN
TO REltlAIN
TO REltlAIN
TO /?£JIAIN
TO REltlAIN
PR(p()SEJ)
pl?(p()SEJ)
Pl?a>OS£D
PR(p()SEJ)
PR/VAT£ STORM DRAIN OATA 20'
SCA!£: 1 • = 20'
40' @ DELTA/BFJ.RING RADIUS LENGTI-1 SLOPE REMARKS
f N 21"39'55' £ 15.!JJ' 2.511 6" PW:
2 N 81'02= £ !lf.10' ,.201 a• PW:
J N 88'21'#" If 62.52' f.121 ,,,. EJI];_
4 N /J9Y2'M' £ fJt9#' 5.03¥ ,,,• PW:
5 N 02'51'0.J" W 6.4r 28.871 •'M_
6 N 01"38?6' £ l,!iJ' 38.581 4• PII'
7 N 05'36'22" W 10.00' 1.001 H'M_
STORM DRAIN SHAl1 BE SOH-J5 OR APPHOIC/J EQI/AL
.
•
.
I SjT I CITY OF CARLSBAD w ENGINEERING DEPARTMENT -
-PN£CISC (;IWJ/NfJ AND £HOS/ON CONTROi. PUNS FO/IJ
OPIIS POINT
LOT 19
APPROVED: GLENN THOMAS PRUIM.lr -
d << ... ,~~e.lr #~~ PE 51274 EXP; -30-07 -CITY ENGINEER DA
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE JNJTIAL /tdL. DATE! z/ ?fa& REV~
JNSPE OR ~:rJoi RECORD FROM: NORTH COIJNTY 'vE:RTlCAL CONmot. DA TA
R-1800 J08t18
. ELEVATION: . 297.25 M.S.L DATUM: NGVD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~ RVWD BY: PIP 05-10 ll5-7A KEITH W. HANSEN RCEI 60223.
l;\0511~\055<m~4.!'9 Mir 07. 2009 7;5011m Xre&: 973SAUTI..: 97~GRD; 9735AS1R: OSJObgr• 0530bull; 0530cuti; 0530Clltl; 05308C; 0530AGRD; 0530CGRD; 0530BMAP; 05307Ull; 05306f'AV; 05300,IAP; 0530AMAP: 0530bglxt
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· EROSION CONTROL NOTES
1, IN CASE EMERGENCY WORK IS R£QUIR£0, CONTACT Et.AM WALSHE ,
AT (949) 622-2174 .
2, £QUIPME:NT ANO WORKE:RS FOR £M£ROCNCY WORK SHAU. B£ MADI! AVAILABLE:' AT ALL
TIMES DURING THE RAINY . SfASON, ALL NE~Y MATERIALS SHAU. BE'
STOCKPILE() . ON SITE AT CONV£NIE:NT LOCATIONS TO FACILJTATE RAPIO
CONSTRUCTION OF TEMPORARY D£VICES WH£N RAJN IS IMMINENT,
J. DEVICES SHOWN ON PJ.I\NS SHALL NOT BE MOV£0 OR MODIF/£D WITHOUT 1HE APPROVAL
OF 1HE £NGIN/IRING INSPECTOR.
,f, THE' CONTP.ACTOR SHALi. RESTORE' ALL £ROS/ON. CONTROL DEVICES TO WORKING ORD£R
10 1HE SA715FACTION OF 1HE:' CITY £NGIN££R AFTER E:ACH RUN-Ofl" PRODUCING RAJNFALL .
!!, THE CONTRACTOR SHALi. INSTALL ADDITIONAL £ROS/ON CONTROi. M£ASUR£S AS. MAY Bl!
REQUIREO BY TH£ CITY ENGINEER DUli: 10 UNCOMPLE:TED GRADING OP£RA710NS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£
6,. . THE' CONTRACTOR SHALi. BE R£SPONSIBLE AND SHALi. TAK£ NECESSARY PRECAUTIONS TO
PRE:VENT PUBLIC TRESPASS ONTO ARt;;AS WH£RE:' IMPOUND£() WAT£RS CR£ATE A
HftZARDOUS CONDITION.
7, ALL £ROS/ON CONTROL M£ASUR£S PROVIDED PER THE APPR0\1£0 GRADING Pt.AN SHALL
BE INCORPORATE:D H£R£0N.
8, GRADED ARt;;AS AROUNO THE' PROJ£CT P£RIM£T£R MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF E:ACH WORKING DAY.
9. ALL R£MOVABI.E PROTECTTVE DEVICES SHOWN SHALL BE IN PLACE AT 1HE ENO OF E:ACH
WORKING DAY WHEN THE Fl\/£ (!5) DAY RAJN PR08ABIU1Y FORECAST EXCEEDS. FORTY
P£RC£NT ( 40%). SILT ANO 071-1£fl DEBRIS SHALL Bli: R£MOVEO AFTER EACH RAJNFALI,.
10. ALL GAAVEL BAGS SHALi. BE BURIJlP TYPE Wl1H J/4 INCH MINIMUM AGGREGATE
It. SHOULI) GE:RM/NATION OF HYDROSEEDEI) SLOP£$ FAIL TO PROVIDE £:FF£C77VE CO\IERAGE
OF GRADEi) SLOPES (90,t C0\1£RAGE:) PRIOR TO NOVEMBE:R 1!5, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCfi: WITH SECTION J!5.02J OF
~fTEmg;1~J.fttiN5if_DIME:NT CONTROL HANDBOOK OF THE DEPARTME:NT OF CONS£RVATION,
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL P£RMAN£NT ANO TEMPORARY EROSION CONTROi. PI.AN77NG ANO IRRIGATION SHALL BE
INSTALLED ANO MAINTAINED AS REQUIREO IN SECTION 212 OF mi;: STANDARO
SPECIACATIONS ANO THli: FOLLOWING:
A. HYDROSEEDING SHALL BE APPUED TO:
1. AU. Sl,.OPES 1HAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR S7E£PER
WH£N THE:Y ARI;:
a. fflREli: F££1' OR MORE IN H£/GHT ANO ADJACENT TO A PUBLIC WALL OR
STREET.
b. AU. SLOPES 4 FEET OR MORE IN HE:IGHT.
2. ARfAS GRADE:D FV,TTE:R THAN 6: I WHEN ANY OF IT!E FOLi.OWiNG CONDITIONS D(IST: .
a. NOT SCHEOUL£D FOR IMPROVEME:NTS(CONSTRUCTION OR GENE:RAL
1.ANDSCAPING) Wlm/N 60 DAYS OF ROUGH GRADING.
b. IOENT/F/£0 Uf THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE 10 THE PUBLIC. c. HA'Vf: ANY SPECIAL CONDITION IDENTIAED BY THli: CITY ENGIN££R
1HAT WARRANTS IMMED/A TE: TRtATM£NT.
8. HYDROSITDED AREA$ SHALL BE IRRIGATE:O IN ACCORDANCli: Wml THE FOLLOWING
CRITERIA:
I. ALL SLOPES 1HAT ARli: GRADED 6: I OR STE:£PER ANO 1HAT ARI;:
a. mR£E TO £/GHT FF:£T IN HE:IGHT SHALi. BE /RR/GATE/) BY HAND
WATE:RING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRE:C/PITATION SPRINKLER HEADS PROVIDING 100:J C0\1£RAGE.
b. GREATE:R 1HAN 8 !'£ET IN HEIGHT SHALL BE WATEREO BY A CONVENTION-AL SYS'/FM OF LOW PRECIPITATION SPRINKLER HfADS ,PROVIDING 100,t
COVEAAGE.
2, AREAS SLOPED LESS 1HAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGIN££R, PRIOR TO HYDROSEED/NG. TH£ DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDli: /RR/GA 770N ro THE CfTY £NGIN££R. me:
PROPOSAi. SHALL BE SPE:C/FIC REGI\RDING THE NUMBERS, TYPES ANO COSTS
OF THE ELEME:NTS OF THE PROP05£0 SYSTDA.
.3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF 1HE SOIL AT THE'
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSITDED GROWIT/.
C. HYDROSITDING MIX SHALL CONSIST OF ALL OF fflE FOLLOWING:
/),
I. SITO MIX SHALL CONSIST OF NO LESS THAN:
a. 20 Iba. P£R ACRE OF ROSE CLOVER l
2,
b. 20 lbs. P£R ACRE OF ZORRO FESCUr:i o. J lbs. PER ACRE OF E SCHOOi. CIA CAUFORNICA
d. 4 Iba. PE:R ACRE OF ACHILLEA MILLEFOLJA o. J lb,. PfR ACR£ OF ALYS$UM {CARPr:f OF SNQW)
f. 1/2 lb. P£R ACRE OF DIMORPHOLECA
g. IJU.fS c,d,,., ANO f OF 1HIS SUBSECTION MAY Bli: OMITTED ON
LOCA770NS WH£RE THE ARE;4 BEING HYDROSITDEI} IS NOT VISIBLE FROM
£/THER A PUBLIC STREET OR RESIDENT/AL STRUC11JRES.
h. ITE:M r1 OF mis 5UB5£CTION MUST BE /NOCUI.A TEO WITH A NITROGE:N
AXING BACTERIA ANO APPLIED DRY £/IT/ER BY DRILLING OR
BRQI\DCASTING BEFORE HYDROSE:EDING.
I, ALL 5££0 MATERI.ALS SHALL BE TRANSPORTE:D TO THE JOBS/TE IN
UNOPENED CONTNN£RS WITH THE CALIFORNIA OE:PARTMENT OF FOOD
ANO AGR/CUL11JRE C£RTIFICATION TAG ATTACHED TO, OR PRINTE:O ON
SAIi) CONTAINERS.
), NON-PHl'TO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSITD
SLURRY AT THE DISCRE:770N OF THE CONTRACTOR.
TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lb:,, P£R ACRE.
TYPE II MULCH (STAAW) MAY Bl! SUBST/71.JTED, ALL OR PART, FOR
HYDRAULICALLY APPL/£/} AB£R MATERIAi.. WHE:N STRAW IS USED IT MUST BE
ANCHOREO TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS 1HAN 50,t OF
THE STRAW INTO THE SOIL
J. F£RTIL/Z£R CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH
15,t SULPHUR APPLl£0 AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSITDEO SHALL BE PR£PAR£D PRIOR TO HYDROSITDING BY:
1. ROUGHENING 1HE SURFACE TO BE Pl.ANTED BY ANY OR A COMBINATION OF:
<i, TRACK WALKING SLOPES STEE:PE:R THAN 6: I . .
b. HARROWING ARfAS 5: I OR FV,TTE:R THAT ARE 5UFFICIEN1LY FR/ABIL c, RIPPING ARW THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE'.
2. CONDITION/NG THE SOILS SO 1HAT IT IS SUITABLE FOR Pl.ANTING BY: a, ADJUSTING THE SURFACE SOIL MOIS71.JRE TO PROVIDE A DAMP BUT NOT
SA11JRATE:D SITO 8£0,
b. THE ADDl770N OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
CQVERING SAUNE SOILS TO PROVID£0 VIABLE CONDITIONS FOR GROWTH. .•
HYDROSEEDEO ARfAS SHALi. BE MAINTNNEO ro PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJ£CT IS PERMANEN11Y 1.ANDSCAPED OR, FOR ~S WHERE HYDROSEEDING IS
THE P£RMAN£NT LANDSCAPING, UN77L THE PROJ£CT IS COMPLETE:D AND ALL BONDS
RELEASED.
II
50'/J/11.
12• MIH. "l
PU8UC RIGHT-
OF-WAY
PRQFU FILTER FABRIC
2• MINUS ROCK
EXISTING GROUND
_L
JO'M/H.
T
STEEi. SHAK
P!.AT£S/RUM81£
RACKS
PROVIDE APPROPRIATE TRANSIT/OH
f3E1WfIN 5TABILIZ£0 CONSTRUCTION
ENTRANCE AND PU8UC RIGHT-OF-
WAY
PUB C RIG -OF-WAY
FE:NCE/BARRIER TO
RESTRICT TRAFFIC TO
THE CONSTRUCTION
£NTRANCE
STABILIZED CONSTRUCTION ENTRANCE
PER CALIF. STORMWATER BMP DWG TC-1
I. SET POSTS AND EXCAVATE A
4 BY 4 IH (UI BY 10 CM)
TRE:NCH UPSLOPF: FRO/I AND
ALONG THE UNE OF POSIS.
.J. ATTACH 11/E Flt.TfR FABRIC TO
THli: W/Rli: FE:NCE AND fXTEND IT
INTO THE' TRE:NCH.
2. STAPI.E WIRE: F£NC/NG 10
11/E POSTS.
4. BACKFILL ANO COMPACT THE
fXCAVAIEO SOIL
SILT FENCE
GRAVEL BAGS OVERI.AP ONTO CURB
J fT (0.9 M) MIH. -..
RUNOFF
G4P BDWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEi. BAGS
WITH ENDS OVE:RI.APPEO
FILL SLOPE
GRAVEL BAGS
9 IN (2J CM)
t
EARTHEN RIDGE:
1, ~~~J . . ~nr1..cflJ=fllmilJffillT g . W~IT 11111UIIEUJ=:111-1111Jljjj!JlrnU1ni111riil!!rn!!!i11!!1111~11 ·.
MIN.
2 fT
(0.11 M)
I lll"---'-411-J,t-Jlj IJl--'--1---,-r
UNLINED SWALE & BERM
i-
,1 . 0: /
V ?':-
~-~-
..........
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VAR.a 8£l't/EEN ...._
8' TO 10'
NOTE: INSTALL FIBER
HOl.L ALONfJ A W£/.
CONTO{JR
'lltH
ROI.LS
'l',,
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FIBER ROLL
3 hr..lo, fl\ ,!l~.hui I+-:.
DATE INITIAL
RBERHOl.L
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1/
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~--!'.--
ENGINEER OF WORK REVISION DESCRIPTION
1;\0~1t30\0530BG01-. .lwg t,ja or. woe 7,'1-J1mi
Xrefs: 05:SOBC
DATE
J,EGEND
DESCRIPTION QUANTITY SYMBOi,,
STABILIZED CONSTRUCTION ENTRANCB 1 EA.
UNLINED Sll'ALI & BERM 585 II
LIMITS OP CLEARING & GRADING
Sll.T FENCi 21D II' a a □
FIBER ROLL ••••••••••••••
GRAVEL BAGS 5DD EA. c::x:::x:::x::)-
GRAVEL BAG CHECK DAM
HYDROSEED 445D S1'
NOTE!/
El.ECTRONIC OATA Fll£S AR£ FOR REHRENCE
ONLY ANO AR£ NOT TO BE l/5£0 FfR
HORfZ()VTAl OH '.£!?TICA£ SfJRVEY CONlROL
C~~TS
DESIGNED BY: A. V.L DATEI DEC 2005
DRAWN BY, B.o·o. G.E.C. SCALEI AS SHO\\N
PROJECT MGl',t K.H. JOI H0,:0,...1130
2710 L0ksr A~enue We:rt Civil Engineering EH;ZdX. Suite 100 PlonninQ
CQrlsbod, C'1Iifomio ~2010 Processing
DATE1 ;nl" 760-931-7700 Surveyin9
Fox: 760-93~-8680
www.odoyconsultonts.com KEllH w. HAHSE}j RCEJ 6022J
"AS BUILT"
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RE~
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8{<.[lt
DATE I SH4ET I CITY OF CARI.SBAD I SH5TS I ENGINEERING DEPARTMENT
EROSION CONTHOt. Pf.ANS FOH:
OPUS POINT
LOT 19
APPROVED: GL£NN THOMAS PR~ ,$'f"
/4 re ✓ c .e d ~~x ~.., vi""' PE 51274 EXP:i::!igc..51i=oi ._,, CITY ENGINEER --MiE
INITIAL DATE INITIAL DWN BY: ~ • a CHKD BY: ,.: n.,
PROJECT NO. DRAWING NO-
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CRAl)/NG AR£4 TO 8£ RE/101£0
NOTE!/
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ONLY ANO ARE NOT TO 8£ IJSEO FOR
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DRAWN BY: Bo'D .• G.E.C. SCALE: ,. = 4(f
PROJECT IIGR.• K.H. JOB N0.:05-1130
2710 lok8' Avenu• West Civil Enginettrinq ENGINEER OF WORK: Suite 100 Planning pi/_ Co:rlsbod, C,;ilifomio 92010 Processing
DATE:3/,/4 760-9.31-7700 Surveyin9
ro.x: 760-931-8680
RCE: 60223 www.odayconsullants.com KBlH W. HANSEN
LOT 20
,.F.=J78.5
PAO=J71.7
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DATE
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SHOWN ( rR fl8£JJ RalS"-T'tP.} . ,. \
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LOT 19
,_ :, . ~.,,.,¥.,
•"·~~
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F.F.=J8.J.4
PAO=J82.I LOT 18
Gli'A 11R BAG !MET CONTRa.
AT ALL S!ORI,/ ORA/NS (TYP.)
BENCHMARK;
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD STR££T SUR'vE'f MONUMENT
APPROX. 14/XJ FEET SOI/TH OF PALOMAR
AIRPORT ROAO ON CENTERUN£ OF
El. CAMINO REAL
NORTH COUNTY' VERllCAL CONTROL DA TA
R-18()() 308+11
297.25 M.S.L DATUM: NG'.1J 1929
1/.:v /01
DA1[ INITIAL
ENGINEER OF WORK
!l1\ As--'--v: I~ 5
, .F.=JlJll.5
PAO=J81.7
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REVISION DESCRIPTION
L \0S11J0\0530BG05.d"" 1w 07, 200t J'; 45om ... Xrefl: 053080: D530BGRD; 0~07UTI.; 0530Bijfl?: 9735ast,; 9735ACRO: 05JOBUn.; 9735AM,....
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OTHER APPROVAL
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OR l,ERTJCAL SURVEY ca{lJ?a ,
I SH5ET I CITY OF CARU3BAD w ENGINEERING DEPARTMENT -
£ROS/ON CONTliOf.. PUNS FOR:
OPUS POINT
LOT 19
APPROVED: GLENN THOMAS PRUIM .3r
/4 e:< rr::r~~e'·-' 2'/AY~ PE 51274 EXPY9-J0--07 .-:. CITY ENGINEER D E
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