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HomeMy WebLinkAboutDWG 436-6A; PIP 05-17; OPUS POINT LOTS 5 & 6; 01-07'' -------,, -1·--- ! I I _ I, •l _.i ' •■lll!t'lll.lil!l!llellll"'III~• ~ ... !IIJJ.11' ,, I ~• __ -.----~-' . t· ,1 ,, ' ' ------------ I !.i • --------------------------------------------------------------------------------------------------------------------------------------------j ' ,j :, POINT LOTS WORK TO 8£ OOH£ GRAD/NC NOTES PRECISE OPUS GRADING & EROSION 5&6 CONTROL PLANS TH£ Gf/AIJING WORK SHA/1 CONSIST OF THE CONSTR//CllON OF AU Cl/TS AND FftlS, REAIBJW. GRAOING. IJIWNAGE fitCf/JTIES, EROSION CONTROi. fitCf/JTIES, ANO ~~OF~)Mflff~SCll'l~ANOPRfP~llONOFAS--81/K.TGRADING~S. AS-81/ff.T GEOLOGIC WS ANO REPORTS. A/1 AS SHOWN OH REQIJIRE!) ON THIS SE.T OF Pl.ANS ANO THE CITY STANI.W?OS. SPECIFICATIONS, REQIJ/RfJ,/f/'/TS; RESOl/lTIONS ANO ORDINANCES CITED ON TH£SC PCANS. I IN AO!)/ TION TO THE REQI/IREMcNTS OF CHAPTCR 15. 16 OF THE' CARt.SBAO MI/NICiPAL COOi!'. / I. THIS PLAN S()PERSEO£$ ALL OTHER Pt.ANS PREVIOI/SLY APPROVE!) BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS S£T OF Pt.ANS. Z. APPROVAL OF THIS Pi.AN OOF:S NOT LESS£N OR WAI~ ANY PORTION OF THE CARLSBAD MI/NICIPAL COO£, R£SOLIITION OF CONOITIONAL APPROVAL, Cl TY STANOAROS OR OTHER AOO/TIONAL OOCIIMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE Pi.ANS WHEN NON-CONFORMANCE IS OISCOVERED. S. CITY APl'ROVAL OF Pi.ANS OOF:S NOT REL/£~ THE OEVELOPF:R OR ENGINECR-OF- WORK FROM RESPONS/8/LITY FOR THE CORRECTION OF ERRORS AN() OMISSIONS DISCOVERED OVRINI CONSTRIICT/ON. ALL Pi.AN REVISIONS SHALL 8£ PROMPTtY SVBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A Rl0f/T-OF-WAY P£RMIT FROM THE CITY ENGINEER WILL BE REQI/IREO FOR ANY WORK IN THI Pl/Bl.IC Rl0HT OF WAY. PRIOR TO PERMIT ISSVANCE, A CERTIFICATE OF INS//RANCE Ml/ST BE FILE() NAMING THE Cl TY OF CARLS8AI) AS AN AOOITIONAL INS//REI) ON THE P£RMITTEE'S POLICY IN THE MINIMl/ltl AMOVNT OF II, 000, 000. 00 FOR EACH OCCIJRRENCE OF L IA8/L I TY. THE INSVRANCE COMPANY WRITING THE POLICY Ml/ST HAVE A RATING OF 'A·• AND A SIZ( CATEOORY OF CLASS VAS £STAB£ /SHED BY ·BESTS' KEY RATING 011/0E. 5. //NI.ES$ EXEMPTED BY SECTION :JOI. (b/5 Of' THE VNIFORM 8(1/LOING CODE, RETAINING WALLS O(ITSIOE OF PVBL/C RIGHT OF WAY REQ///RE SEPARATE PERM/ TS FROM THE 8(1/LOING DEPARTMENT. ,. NO WORK SHALL BE CCM,CNCEI) IJNTIL ALL P£RMI rs HA~ BEEN OBTAINED FROM THE CITY AN() OTHER APPROPRIATE AGENC/£S. T. APPROVAL Of' THESE Pi.ANS BY THE Cl TY ENGINEER OOF:$ NOT AIITHORIZE ·ANY WORK OR GRADING TO 8£ P£RFORMEI) IJNTIL THE l'ROPF:RTY OWNF:R'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADIN/1 P£RMIT HAS BEEN /SSIJED. 8. NO REVISIONS WILL 8£ MAOE TO THESE PLANS WITHOVT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHE£T Of' THE PLANS ANO THE Tl Tl.£ SHEET. 9. ORIGINAL ORAWINGS SHALL BECOME THE PROPf:RTY OF THE CITY ()PON 8£/N/1 SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORAWIN(I SHALL BE REVISED TO REFLECT AS-BIi/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE AND OTHCR EMEROENCY VEHICLES SHALL 8£ MAINTAINED TO THE PRO.Jf:CT SI TE AT ALL TIMES OVR/N(I CONSTRIICTION. IZ. WHERE TRENCHES ARE WI THIN CITY EASEAENTS, A SOILS Rt'PORT COi.FR/SEO OF: (A/ SIJMMRY SHEET, /8/ LABORATORY WORK SHEETS ANO (CJ COMPACTION Cl/RV£$, SHALL BE SVBMI TTEO BY A PROFESSIONAL EN6/NEER Of' THE STATE Of' CALIFORNIA, PRINCIPALLY OOIN/1 81/SINESS IN THE FIELD OF APPLIED SOILS IIICCHANICS. THE SOILS REPORT WILL 8£ SVEJMITTEO TO THE CITY £:NG/NEERING INSPECTOR WI THIN rm, IWRKIN/1 OAYS OF THE COl#'LETION OF FIELD TESTS. IS. A SOILS COMPACTION REPORT ANO Ca.rPf.lANCE VERIFICATION REGAROIN/1 AOHERENCE TO RECCM,CNOATIONS 01/Tl. lNED IN THE SOILS REPORT IS REQV/REO PRIOR TO THE /SSIJANCE OF A 81/ILO/N(I PERMIT. ALL CONTROLLEI) GRADING SHALL BE OONE 1/NOER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BVSINESS IN THE FIELD OF APPLIED SOILS IIICCf/ANICS. ALL FILL OR FIITIJRE FILL AREAS SHALL BE CONSTRIICTEO IN ACCORDANCE WITH THE CITY OF CARLSOAO STANDARD SPf:CIFICATIONS ANO THE • EARTHWORK SPECIFICATIONS • ATTACHED TO THE PREL /Ml NARY SOILS INVESTl6ATION. DAILY FIELD COMPACTION REPORTS WILL BE SVBMITTED TO THE PROJECT INSPECTOR. /4. A PRECQNSTRIJCTIQN Mf([ING SHAil Bf H[tD AT THE SITE PR/QR TO THf BEGINNING OF OORK AND SHALL Bf ATTENDED BY All REPRESENTATIVE§ RESPONSIBLE FOR CONSTRVCTION, INSPECTION, S()PERVISION, TESTIN(I ANO ALL OTHER ASPECTS OF THE IIQRK, THE CONTRACTOR SHALL SCHEOIILE THE IIICETI N/1 THROVfJH THE PERMIT CLERK (760 -f:J8-:J891/ AT LEAST FIVE /5/ WORKING DAYS PRIOR Tl) STARTIN(I CONSTRIICTION. APPROVED ORAWINGS Ml/ST BE AVAILABLE PRIOR TO SCHED/JLIN/1. THE GRAD/N(I PERMIT WILL 8£ PROV/OED BY THE PROJECT INSPECTOR AT THE IIICETIN!I. I~. ALL INSl'ff[{QN REOl/fSTS QTHE/l THAN EQ/l PRECQNSTRIICUQN MfE[INQ Will Bf MADE BY CALLING THE ENGINEERING 24-HOVR INSPECTION REQ{JfST LINE AT (760/ ,f:J8-:J89/ INSPECTION REOIJESTS Ml/ST BE RECEIVED PRIOR TO 2;00 P.M, ON THE OAY BEFORC THE INSPECTION IS NEEOED. INSPECTIONS WILL BE MADE THE NEXT WORK OAY (INI.ESS YO// REWEST OTHERWISE. REQVESTS MAO£ AFTER 2:00 P.M. WILL BE SCHEDIJLEO FOR TIK1 FIJLL WORK DAYS LATER. II. THE OWNF:R ANO/OR APPLICANT THROVGH THE OEVELOPER ANO/OR CONTRACTOR SHALL OESIGN, CONSTRIICT ANO MAINTAIN ALL SAFETY OEVICES, INCLVDIN/J SHOR/NII, ANO SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMIN(I TO ALL LOCAL, STATE AND FEOERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGIH.ATIONS. IT. THE CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SVBMITTIN(I A DETAIL PLAN TO THE CITY £:NG/NEER AND/OR CONCERNED AGENCY SHOWIN(I THE DESIGN OF SHORINIJ, BRACIN/J SLOPING OR OTHER PROVISIONS TO BE MAO. OF IWRKER PROTECTION FROM THE HAZARD OF CAV/N(I GROVNO DI/RIN/J THE EXCAVATION OF SI/CH TRENCH OR TRENCHES OR 0/JR/N(I THE PIPE INSTALLATION THEREIN. THIS Pt.AN M//ST BE PRf:PARED FOR ALL TRENCHES FIVE FEET (5'/ OR MORE IN DEPTH ANO APPROVED BY THE CITY ENG/Nf:f:R ANO/OR CONCERNED A(J£NCY PRIOR TO EXCAVATION. IF THE Pl.AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABl/SHEO BY TM£ CONSTR//Cr!ON SAFETY ORDERS, T/Tl.E 8 CALIFORNIA AOMINISTRATIVE CODC, THE Pt.AN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS D<PENS£. A COPY ()f' THE OSHA EXCAVATION PERMIT Ml/ST BE SIJBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTIN/1 SHALL BE PERFORIED VNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SI/SMIT APPLICATION FOR BLASTIN/J P£RMIT HELL IN ADVANCE OF THE SCHEO/JLING OF BLASTIN(I OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOIJRCES ARE DISCOVERED WITHIN ANY WORK AREA 01/R/N(I CONSTRVCTION, OPERATIONS WILL CEASf l!.l,lfDIATELY. AND THE P£RMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART 1/NTIL THE Pf:RMITTEE HAS RECEIVED ltf?ITTEN Al/THOR/TY FROM THE CITY ENG I NEER TO DO SO. 20. ALL OPCRATIONS CONOVCTEO ON THE SI TE OR ADJACENT THERETO, INCLVDIN/1 WARMIN/J UP, REPAIR, ARRIVAL, OEPARTVRE OR OPF:RATION OF TRIJCKS, EARTHMOVIN/1 EQVIPMENT, CONSTRI/CTION EOVIPMENT ANO ANY OTHER ASSOCIATED 0RADING EOIJIPMENT SHALL BE LIMITED TO THE PERIOD BETltffN T,00 A.M. ANO SIJNSET EACH DAY, MONDAY THR(I FRIDAY ANO NO EARTHMOVIN!I OR GRADIN!I OPERATIONS SHALL 8£ CONOIICTED ON HEf:Kf:NOS OR HOLIDAYS. (A LIST Of' CITY HOLIOAYS IS AVAILABLE AT THE ENGINECRING OEPARTIENT CO/INTER./ 21. All OFF-SITE HAIR. ROIJTES SHALL BE SVBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TIK1 FIJLL WOf/KIN/1 DAYS PRIOR TO BEGINNING OF WORK. /!Z. //,FORT MATERIAL SHALL 8£ OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENG/NEf:R. TH( CONTRACTOII SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCIJRR/N(I ALON(J TH{ HAl/f,. HOIJTES OR ADJACENT STREETS AS A RES/JLT OF THE GRADIN/J OPf:RATION. RS. BRVSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE 0RAOEO. NO TREES ARE TO BE REMOVE() 1/NLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. 0RAl)IN(I RES/JI.TING IN THE PONO/NG OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND OITCHES SHALL HAVE A MINIM/Ill ONE PERCENT SLOPE. 211. THESE PLANS ARE SVBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL Pi.ANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENG/NECH OR AS 0/RECTEI) BY THE PROJECT INSPECTOR. 21. ALL SLOPES SHALL BE TR/MEO TO A FINISH GRAOE TO PRODVCE A /IN/FORM S//RFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO OROERLY CONDITION. ALL STONES, ROOTS OR OTHER OEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. P.I.P. 05-17 ZT. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYOROSEEDEO WI THIN TEN / 10/ DAYS Of' THE TIME WHEN EACH SLOPE IS 8ROV0HT TO fJRADE AS SHOWN ON THE APPROVED 0RADING PLANS. 28. LANOSCAP/NG SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAO$ AS REOIJIREO BY THE Cl TY OF CARLSBAD LANPSCAPE MAN/JAL, THE LANOSCAPIN/1 PLANS FOR Tf/lS PROJECT, ORAWIN/J NO. #.N-61. , AND/OR AS OIRECTEO BY THE Cl TY ENGINEER OR Pi.ANNIN/1 DIRECTOR. 29. THE OWNE/1/APPLICANT SHALL INS/IRE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRAOING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE /1,FROVEMENT PLANS AS REOVIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MAN/JAL TIME REOV/REMENTS. :JO. STORM ORAIN PIPE SHALL BE REINFORCE() CONCRETE PIPE WITH A MINIMIIM D-LOAO OF I, :J50. FOR PRIVATE STORM DRAIN PIPES, /JP TO 15• PVC MAY 8£ 1/TILIZED PROVIDED DEPTH IS lESS THAN 15 FEET AND BACKFILLED WITH J/4' ROCK PE/1 SORSO $-f, TYPE ·c• ANO PIPE MEETS ASTM STANDARD :J0:!4 FOR SOR J5 SOL IO WALL PI PE. :SI. WHERE AN EXISTIN/1 PIPE LINE IS TO BE AfJANOONEO AS A RES/JLT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN l11£NTY Ff:CT OF 81/ILOIN/J OR STREET AREAS AN/J REPLACED WITH PROPERtY COI.FACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLVGGEO WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENG/NEf:R ANO/OR THE GEOTECHNICAL ENGINEER. :JZ. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABO~ GRO//NO ANO VNDER GROI/NO/ WITHIN THE PROJECT SITE S/JFFICIENTI.Y AHEAD OF GRADIN/1 TO PERMIT THE REVISION OF THE GRADING Pi.ANS IF IT IS FOIJND THAT THE ACT(IAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. :JS. THE CONTRACTOR SHALL NOTIFY AFFECTED 1/TILITY COMPANIES (SEE BELOW/ AT LEAST 2 FIJLL WORK/NI DAYS PRIOR TO STARTING GRAOING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY Rt'PRESENTATIVE. IJNOERGROVNO SERVICE ALERT SOGaE (800/422-41:JS (800/660-1J4S /800/892-0l2S ( 760/ 4:!8-1141 /760/-f:!4-2980 I T60/4J8-2T22 PACIFIC BELL ADELPH f A C(NJ(JN I CA Tl ONS CITY OF CARtSBAD (STREETS 8 STORM ORA/NJ • Cl TY OF CARLSBAD (SEHER, WATER a RECLAIMED WATER/ 34. PERM/ T COtlPL IANCC Rf:011/REIENTS: A. FOR CONTROLLED GRAO/NG. THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEf:R, ANO/OR GEOLOGIST TO GIVE TECHNICAL AOVICE, OBSCR~ ANO CONTROL THE WORK IN PROGRESS {Ill. II. 120 A. 8} CARLSBAO MVNICIPAL COO£. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERM/7-THE FOLLOWING REPORTS Mt/ST 8£ SVBMITTf:D TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {Ill. /6.120 A. /0} CARLSBAD MVNIC/PAL COO£: fl/ FINAL REPORT BY S//P£RVISING GRADING ENGINEER STATING ALL GRAOING IS COltPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY COO£ ANO THE APPROVED Pi.ANS (OBTAIN SAAFL.E Of' Ca.rPf.fANCE LETTER FROl,f Cl TY ENGINEER/NII OEPARTMENT/. (II AS-BVILT GRAOING Pi.AN. (JI REPORT FROM THE' SOILS ENGINEER, WHICH fNCl/JOES RECOAIENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE 0/JALITY OF THE SOIL, AND S/JMIARIES OF FIELD AND LAOORATORY TESTS. THE REPORT SHALL ALSO /NCLVOE A STATEMENT BY THE SOILS ENGINEER THAT THE GRAD/N/1 WAS /JONE IN ACCORDANCE WI TH THE RE(}IIIREMCNTS ANO Rf:CO/.N£NDATIONS 0//Tl.lNEO IN THE PREL IM/NARY SOILS REPORT AND ANY SWPLEIENTS THERETO. (4/ Rf:PORT WITH AS-8/JILT GEOLOGIC PLAN, IF REQVIRED BY THC CITY. J/J. //NI.ES$ A GRAOIN/1 P£RMIT FOR THIS PROJECT IS ISS/1£0 WITHIN ONE /II YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REOVIREO TO BE RESVBMITTEO FOR PLANCHECK. PLANCHE:CK FEES WILL 8£ Rf:011/RED FOR ANY SI/CH RECHECK. 38. THE SOIL$ REPORT$ lll/£0 /JPDA TE GEO TECHNICAL IN'.ffl/GA llON, CA/jl'.SBAQ RACEWAY BUSINESS PARK, c,: 98-14 CA/jl'.SBAa CA. DATW AIJGI./ST 11, 200# AND PREl,IMINARY /JEO'fECHNICAl REPORT: OPUS POINTAT THE RA!IWA r. LOTS 5 THROIJGH 25 DA TEO MARCH 7, 2005, PREPARE/) BY GEOCl).lt INCORPORATE{) SHA/1 8£ CONSl()fR£0 A$ PART OF THIS GRAO/N() Pl.AN. PROJECT LOCATION THI$ PRO-ECT IS LOCATED ltTTH/N ASSESSCWS P.4R(,'8, NO. 221-880-1.I TH£ CAI.FORNIA COC1?/JINA lF IN/EK OF TH/$ Pf?O.ECT I$ N 1992 E 6258. SOIJRC£ OF TOPOGRAPHY T(1>()1;f(APHY SHO'tW ON THESC Pf.ANS WAS Gf/'/fRATED BY AERIAi. l(1>()1;f(APHIC SI.IR'tf:Y BY SAN--LO AfH/At. SI.IR'tf:'/S ON J/llY 4 1991. fXISllN(J NASS GRADING SHO'tW PER APPROW CITY OF CARI.SBAO owa NO. #19-TA. LEGAL DESCRIPTION LOT$ 5 .t 6 OF CARtSBAO lRACT Na 98--14 CARlSBAIJ RACl"WA r, IN THE CITY OF CARlSBAO , COIJNTY OF SAN OEGtl STA TE OF CAIJFORNIA, ACCOROING TO NAP TH/J?£0F Na 1501~ Fll£lJ IN THE (Hl(E OF THE COIJNTY RECORfJEH OF SAN !)1£G0 COI/NTY, MAY~ 2005 AS fl/£ NrJ. 2005-0371022 OF CH1CIA£ RECORDS. REFERENCES G) ff'ff)R(X()(;Y AND HYfJRA/Jl/C$ BY 02/AY CONS/l.TANTS; INC. OA TED SEF'TEAl8£R, 2005. @ Sl(:Y/M WATEli NANAGEMF:NT Pf.AH BY OVAY CONS/JlTANTS; INC., OA TED 9/2005 @ STORM WA lE1i ?ai.UllON PREICNllON Pc.AN BY OVAY CONS/l. TANT$; INC. OATED SEF'TEAIBEH 9. 2005 @ GEOTECHNIC,'I. REP(:Y(T BY GExa't INC. PA TED A/IG/JST 11, 2()(),# ,t MARCH 1, 2005 REFERENCE PLANS CITY OF CARLSBAD ORA/tfNG N0.11 W9-f, 409-TA CITY OF' OCEANSIDE HIGHWAYi ""}ef"'l i j ~1 0~ VISTA SITE ROAD ~'.J=c~.-.-~ BUSINESS PARK DR (\~---rr.;1--.l-~'."" PACIFIC OCEAN Of' N MARCOS SOILS EN6/NE£H's CfRTlflCATE 1, e,tltJt-(l.. PIJ l-· 17 I t. ~N A REGISlfNJ) Q'~ ENC/NEER IN THE STA lF OF CALJFCYlNIA, PRINCIPA/1 Y {)()IN() BIJS/N£S$ IN THE FlflD OF APPUEO SC1t. MECHANICS. /-/il/EBY Ct:RllFY THAT A SANPtJNG ANO STlfl}Y OF THE Sll! CONlJ/llONS PREVALENT itfTHII( THIS SllF WAS MAO£ BY GEOC()'( INCOlll'OlrA TED /Jfl't/Wf lHf OA lfS OF FEBRUARY 2005 AND NO',O,f/JfR 2005. I HA',€ RCW:MJJ THE SlW.S REPCY?T ANO AG/i'EE ltfllf THE CONCLUSIONS ANO RECOWENOAl/ONS PER MY LETTER DATED JANUARY 14 200fl. TIIO WIES OF lHf SaLS REP(:Y(T COl,/PIIE/) FRCN STlfl}Y, ltfTH RECOIIMEHl)ATIONS, ANIJ JIY LETTER HAS BffN S1J8Af/17EI) TO CH1C£ THE TY.~7G't!I~ ' C. No. 17211 ,,_ E,rp.1v.ro _j R.C.E. N0.: __ ~5_1~'Z..~'~?~----- <;. z4-~4, ' l/CCNSE EXPI//AllON. /J4TE: DECLARATION OF RESPONSIBLE CHARGE I HEREBY OEaARC THAT I Ml THE 0/GINEER OF HORK FOR THIS PRO-EC,; lllAT I HA',£ D<ERCISEO R£SPONSl8iE CHARGE OVEN THE OESCH ON THE PRO.£CT AS OEFlNEO IN SECllON 670J OF THE 81/SNESS ANIJ PR/TESSIONS Caf; AND THAT THE OESICN IS CONSISTENT ltf TH CI/RRfNT STAN!)ARIJS. I 1/NOERSTANO THAT THE CHECK OF PRO.£CT lJRAHfN(;S AND SPECIF/CATIONS BY TH£ CITY OF CAR£S8AO ()(ES NOT REUt'o£ ME; AS ENGINEER OF JIQ'iW; OF MY I/ESPONSIIJfL/llES FOH PRO£CT OESICN. 021AY CONS/Jl TANT$, INC. 2710 L()l(fH A 'tCN/JE HES,; SUITE 100 CARlSBAa CA!JFORNIA 92010 {760), 9Jl--.1WJ {/_ ,fw:z<_ ~ OATE: S/7-r,/ot, K£/llf if! HANSEN R.C.(. Na 6022J £XP. 06/30/06 OWN£R's CERTIFICATE I CEl/l!FY THAT A REGIS7EREO SOH.S ENGINEER OR BffN OR Mil. Bf RETAINED TO SIJPEIMSf 01/fR-A/1 ICTM,'/YAND AOWSE' ON THE CONPACllON AND STA/JftJTY OF '~ /. ,,. -./1 f".-" PA/Jl A. IIAR~LL SR, VICE PRf:SIOENT v~ OWN£H/OEV£LOP£H CPIJS JEST CORP. -1350 LA .JaLA mLAGE DRf'>E. SIi/TE 110 SAN OCGtl CA 92121 PHON£: (858) 546-4100 THE Gf/AIJING /fORK SIIA/1 9£ PCRFORM£!) IN ACCORliANCE WITH THE FOLLOWING OOCIIMEN,S, CVRRENT AT THE ll/,1£ OF APPROV,4£ OR AS 0/RECTED BY THE CITY 0/GINIIR: 1. C4RI.S84!) MUN/CIP,Jl COD[. 2. STANlJAROS FOR ~N .t CONSTR/ICTION OF PVBUC WORK$ f/lPRO'IEJleHS IN THE CITY OF C4RI.S841l .I THIS SET OF PCANS. .f. RESOL/lllON NO& 502# THROUGH 5030 DATED OCTOBER 11, 2001 .t PIP 05-fl OATED MARCH 24 2006 5. THE STAN{)ARO SPECIFICATIONS FOR PIJ8/JC WORKS CONSTR/ICTION {GR/IN 800/(). 6. SOIi.$ RfPORTS ANO RECOMMfN{l'.llONS BY~ l'fi!Rl DATEI) NOVEl'lbf'R 10, 1JJQS .t MARCH.!,, 2005 1. THE S4N OE()(} REGION'/. STAN{)ARO ORAWlNGS M4 MOOIFIEO BY THE Cffi' OF CARLSQA/J ST;wlJ4Rl)S. 8. BMRONIICNT,Jl APPROVAL OOC/JMfNT$ DATED OCTOa;R 1 J. 2001, RES. NO 5031 !I. STORMWATEN POlL//llON PREVENllON PlAN (SWPPP) BY O~Y CONS/A.TAMS a4TW IJECE!,(!Df 14 200$ W0/0 NO. 937C340J78 NOTE· QUANTITIES ARE FOR BONO/NC PURPOSES ONLY. ACTUAL QUANTITIES U4Y l/,4RY, L£G£NO NSCRIPT/ON STO. OWG. SIJBOIWSl(Jf( 80/JNOAl?Y. LOT IJNES. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • 1• A.C. PA ITT1£Nr. ••••••••• JJETA/l SHT. 2 ••••••• J'P.C.C. SWALE ••••••••••• JJETA/l SHT. 2 ••••••• J' P.C.C. SIIJEWALI< •••••••••• JJETA/l SHT. 2 ••••••• P.C.C. 6" CURB •••••••••••••••• J;-1. • •••• P.C.C. ,• CURB .t G/ITTEH. • • • • • • • • • J;-2. • • • • • • P.C.C. WAl.5/PATIOS (SEE ARCHITEC17JRAL Pl.ANS). • • • • • • • • EXJSllN() CONTOIIR. • • • • • • • • • • • • • • • • • • • • • • • • PRrPOSEO CONTOIJR. • • • • • • • • • • • • • • • • • • • • • • • DA YI.IGHT IJNE. • • • • • • • • • • • • • • • • • • • • • • • • • • CI/T /Fftl IJN£ •••••••••••••••••••••••••• EX/SllNG Sl(PES. • • • • • • • • • • • • • • • • • • • • • • • • • CIIT OR FllJ. SLCPE UN£$. • •••••••••••••••••• EX!SllN(} SPOT £/£VA llON. • • • • • • • • • • • • • • • • • • • • EXISllN() FLOJIIUNE ElEVA llON. • • • • • • • • • • • • • • • • • • FLOJIIUNC B.EVA llON. • • • • • • • • • • • • • • • • • • • • • • • TCP OF CI.IR8 B.EVA llON •••••••••••••••••••••• FINISH SIJRFArE £/£VA llONS. • • • • • • • • • • • • • • • • • • • FINISH GRAU£ SPOT EI.EVAllONS •••••••••••••••••• FIN/SI( FLOOR EI.EVAllON •••••••••••••••••••••• PAD EI.EVAllON •••••••••••••••••••••••••• SYMBOi. ------- @<XxX§'J --------420 - ----42rr--' ---L --3..--- .,__ -// £___// - -). :...£ -).-~'-__,,_ ~~'fuc .. ~ -ff.7()_ fll. Fl. "20. /J(J fl. -120,IJ(J n: ~ 420,0 - #J.5 FF #2.IPAO 8'HDPESTORMDRAIN. •••••••••••••••••••••• --SO--- ~•HDPESTORMORA/N. ••••••••••••••••••••• ---50--- 15' HDPE STCKIM ORA/N. • • • • • • • • • • • • • • • • • • • • • --SO--- 18" HDPE STCK/11 ORAIN. • • • • • • • • • • • • • • • • • • • • • 21• HDPE STORM ORAIN. • ••••••••••••••••••• TYPE '8' Cl/RB INLET W/1NSERT * • • • • • • J)-2. • •••• TYPE 'A' ct.EANO/IT* ••••• J)-!I •••••• TYPE r CATCH BASIN * • • • • • J)-7. • •••• 12"X 12' CATCH BASIN (BROOKS No.1212 OR APPROW EQUAi) W/!RAFFIC GRATE ,t INSERT j {//NlESS N07EO OTHERHISE} 21"x 21' CATCH BASIN {BROOKS No.2,t.24 OR APPROW EQIJAI) W/!RAFFIC GRATE ,t INSERT * (IINlESS N07EO OTHERHISE} 21"x 2#' MANO/IT (BROOK$ No.242# OR APPROVED EQIJAL) W/SOUO TRAFFIC COVEN . 36x38" MANO/IT {BROOKS No.3636 OR APPROVED EQIJAI) W/SCVI) TRAFFIC COVEN Pa. 'tf:AST SERIES ,f(}(J TRfNCH ORAIN {OR APPRO',£/J EQUAi) • SWALE (UNIJNEO). • •••••••••••••••••••••• ---51)--- ---51)--- @I @I @I till ~ □ □ I II 11111 I I I I I I I I I I I I I I I I I I I I ■ QUANTITY 8(500 SF 1,250 SF 1,3-15 SF 2,65/} tF 900 tF BOtF 36JtF 20ltF #ltF 2# tF JEA ZEA 2EA 1 EA I EA 1 EA I EA 2# tF 5-15 IF \ ,._ CITY Of' ENCINITAS * ltfTH SIJNTREE TECHNa.OCIES IN/ET BASKET OR EQUAL ©2006 O'Doy Consultants, Inc. £NGIN££NS NOTES f. R£',1SION OF THESE Pl.ANS MAY El£ R£QIJIR£0 IF THE PROPOSED IMPRO-.e.lENT$ ARE NOT CONSm/JCTW PRIOH TO THE !Jf:AOIJNE ()Alf OF THE IMPRO-.e.lENT A(;R£EM0{T. 2. THE fXISTfNCE ANO LOCA llON OF Vlfl.lTY SlRI./Cll/RES ANO FACl/.lllES SHOl'IN ON THE CONSTRIJCllON Pl.ANS H!RC OBTA/NEO BY' A SEARCH OF THE AVA/lA8l£ RECORDS. A TTfNllON IS CAlLEO TO Tiff POSS/Bl£ fXl$TENC£ OF OTHEH (Jlfl.lT'I FACII.Jll£S OH sm/JC71/RES NOT SHOl'IN OIi iN A LOCA llON IJIFFERENT FROM !HAT SHOl'IN ON THE Pl.ANS. THE CONTRACTOR IS RCQIJIREO TO TAKE WE PRECAIJllONARY MCASIJRES TO PROTECT THE IJ1l/Jll£S SHOl'IN ON THE Pl.ANS AND ANY OTH& CXISllN(; FACfL/llES OH STRI/Cll/RES NOT SHOWN. .I THE CONmACTOH SHALL '.£RIFY THE LOCA llON OF ALL EXISTIN() FACl/.lll£S (Afl01£GROIJND ANO IJN{)fR6ROI/NO) ltfTHIN THE PRO.£CT SITE S/JFFIC/fNlLY AH£Af) OF THE CONSTRIICllON TO PERMIT THE R£',1SIONS OF THE CONsmucnON Pl.ANS IF IT IS FWNO THAT THE ACTIJAL LOCA llONS AR£ IN CONFLICT ltfTH THE PROPOSED HQ'i'K. .f. ALL H.O.P.£. STORM !JRAIN TO 1£ INSTAlLEO PER HANCOR BACKFlll. RECOAIMENOA llONS FOH Hl-(J PIPE. TREATMENT CONTROL BMP TABL£ MAINTENANCE SHEET lYPE DESCRIPTION OWNERSHIP AGREEMENT NO. Bl(ll!RAllON TC-30 VEGETATED SWALE PVT CC&R J-5 FLOW 1HROWH SEPARATOR All' 52 ORAIN INSERT 01/T' N'M> .r-.~ VICINITY MAP NO SCALE EARTHWORK QUANTITIES CIVIL ENG~ WEER/LANO SIJHVEY0/1 ' Cl/1: 6,500 CU. 'ff)S TS; INC. fill.: 9,500 Cl/. 'ff)S IIIPORT: 3,000 CU. 'ff)S. 02JAY CONS/A.TAN 2710 L()l(fH A 1/fN/1£ CARLSBAD, CA. 92' {160} 931-7700 HEST. SIi/TE 100 IIEMEJ)/A/.: ___ -~()--- NOTES: 1. lHfSf QIJANllll£S AR£ FOR BONDIN() PIJRPOSES ONL r. AN!} ASSIJI,(£ NO SHRINKAGE. CONTRACTOR TO VERIFY TO HIS SA llSFACllON. MAINTENANCE FREQUENCY AS NEEDED Drl>' 2. CONTRACTOR SHA/1 SUBMIT AND R£C£1',£ APPROVAl FROM CITY FOR HA/Jl ROI/TES PR/OH TO HA/JIJN(; 0/RT OR CONSTR//CllON MA lfJ/IAlS TO OR FRO!,/ THE SlF. BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: STANDARD smEET Sl/Rl£Y MONIJMENT APPROX. 1400 FEET SOI/TH OF PALOMAR AIRPORT ROAD ON CEN'TFRl/NE OF El CAMINO //£AL NORTH COIINT'I VfJ?llCAL CONTROL OATA R-1800 308+76 297.25 M.S.L DA TUM: NG',lf) 1929 '010 ~ r ... ~. foJ ' D«TE INITIAL ENGINEER OF WORK It\ ~,-bu;J~ .. REVISION .~~,. ~iOfESSto,i: DESIGNED BY1 H.R. CATES APRl 2008 ~ 'jl. ~'4( ~ CRAWH BY1 G.E.C. SCALE1 AS SHOIIM t;j ~ PROJECT MGR." K.H. JOII N0.:05--1130 .; NO. 60223 ~ .· 't;t EXP. S/30/01 f;J 271 0 Loker Avenue West Civil Engineering ENGINEER OF WORK; * * Suite 100 Planning ~~ ">.,,~ CIVIi. P,.~"t C,;irlsbQd, Cglifomio 92010 Procc:ssing DATE, .5'/.?o/~ 760-931-7700 Surveyin9 a, CA\.l~<s Foic 760-931-8680 www.odaycon.sLiltonts.com KEITH W. HAN --RCE: 60223 P~~EPARTMENT APPROVAL "AS BUILT'' ){4_ l. !lh!ft7 ~ DATE~/N /Ya . (filGNIID) . /xW Nl!:lj , AsSI~ Dll!IC'ICI I I • RCE 6 a.2.2.3.. EXP.~~j.04.. DATE • /an, ---z;),, ,,) DATE: v> jl-f/ol# ~ED.BY:&. (filGNIID) - RBCOIIIIENDED BY: ~ .. {1:) fl.;, .. ',.,/ ,_Ji1 ' gL-,6,t (PBIIIT IIAIIII) TOR . I 'DATE I SH,ET I CITY OF CARLSBAD I SH?TS I ENGINEERING DEPARTMENT PR£CISt fiRAO/NfJ AND EROSION CONTROi. Pl.ANS FOIi: OPI/S POINT LOTS 5 cf' 6 /4ROVED: C-ONRA(). C,;. f/4MMANN J J-· &.e, d'~ ~~e (!If ~°"-PE 330,'1 : 6-30---. CITY ENGINEER D E DWN BY: PROJECT NO. DRAWING NO Pl~ DATE INITIAL DATE INITIAL CHKD BY: P.I.P. 05-11 -IJ6-6A DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ' I 'j • ! ; ;~ ' ... I ~· / l ·t 1 " ;-.-i_ ; ·.'-, I .- i.:J•i i ' ' I , i . L_ . ; -·, ' I : i ! ' . I I; I-;. . i. ~ ! .- ~ . ' t I . i·:, < 11 "' ' I 1 . $' ' t . 1,-• f,-' (:· , ", r-' " } ' ·,-,J 'J' -' ,,_. ' ', ._ _____________________________________________________________________________________________________________ .,,.,,, ., ,, ' •' l:\0511J0\0530HG01,d~ ldo! 1,!1 2006 12:1Jpm Xrefs 05~vlc; 053DHG; 05 OAN . ;,, j ; } : j i " ; i i I ,,: . ]l ; \ . ; ,. ' ,, . . , ri1 a11m■111111111~1:1•11 ' ! I i i I I • ! ! ! I I I ' ---------------~~~-~ ------------------------------1 t ,1 ' ' r. t ; l -------------------------------------------------------------------------------------------.1, l r ! I ">------~;::;;;~-====-~ -=---- / / ,/ EASEMENT TABLE ~ OATF: REC. 1 8-27-64 NOTE!! ELECTRONIC DATA RLES ARc FOR REFERENCE ONLY ANO ARc NOT TO 8£ VSEO FOR HORIZONTAL OR VERTICAL SVRVEY CONTROL. fXJC. NO. F/P 156617 ES$/ • tf <i NO. 60 \.I EXP. &/3 c,v11- CAI-I~ BOUICl4RY S{J(;J,£ C~TS 271() Loker Avenue West CMI ~ineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Sur.eying Fair. 760-9J1-B6BO www.odoyconsultonts.com Lor -+---------- I I -I t. .Fr:i::Jb:'lQ _!_ ------ . ' NATI/RE OF EASEMENT Ul/U!IES "AS-BUILT " DESIGNED av, H.R. DATE: APRIL 2008 DRAWH BY: G.E.C. SCALE: AS SHO\\N ;!Ab PROJECT MGR,• K.ll JOB N0.:05--1130 P.E. ,02.2,'} EXP 1,/ioloa rr 10· 26' 5.5' -1X . . 72' q 26' A.C. PVMT. OVER A.B. PER OWG. 409-1 10· Lor 7 so1 1Qo' KEY MAP SCALE: 1• = 50' SHEET INOEX SHEU N(), OESCRIPT/ON 1 NOTES .t ',fC/NfTY A/AP 2' OVERHANC'----l (IHTH 18' PARKING) PARKING 15'-18' (TIP.) LIONSHCAO A VENUE £AGL£ DRIVE PUBUC NOT TO SCALE VAR!l:S 55'-61' OR/',C, i-4 y 25' TIP. I PARK/Ny 15'-18 ~~fl 1-J. o· I ,r SWALE ~AN: 2' OVERHANC {IHTH 18' PARl(ING) ,. nPE 't:-1' ::::._11-o.s· (TYP.) CURB 4• A.t:: PA',,f],l[]{T O'ta 5• A.a (MIN.) OR AS' RECOM!.IEN/JEO BY SOflS OONEER. TYPICAL PR/VAT£ DRIVEWAYS NOT TO SCALE 2 KfY At-IP, TYPIC4I. SECTIONS. .t /ETA/IS J-5 (;R4[)!NC PCAN 6 EROSION CONTROi. NOTES 7 EROSION CONTROi. PIAN BENCHMARK: 2' OVERHANC~----1 {'MTH ur PARl(INC} '- PARKING 15'-18' (TIP.) VA/ifi 55' ' -61 OR!lf'JY:4~) 25' TIP. f I PARKING 15'-18' {llP.)-1-2 'OVERHANG WITH 18' PARK/NI:) {i - ~/////h'//////,~/////1//////1i,I;---,· ~t:-t' ,. nPE ·1:-1· ::.--u-a5' (TIP.) CURB 4• A.C. PAlf'MENT OVER 5• A.a (MIN.) OR AS' RECOMMENOED BY SCKLS' tNGINEER. TYPICAL PRIVATE DRIVEWAY NOT TO SCALE 11~1.k1 DESCRIPTION: STANDARD STREET SUR'.£Y MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTcRUNE OF DATE El CAMINO REAL -.l;i_, ltr 'i'-7: .L .. · 1--1, ENGINEER OF w:, REY-WED BY: 7£. DATE:~~/4 /ft,d ... Ll7 ('. ' 8/1/a'i 1NSPECTOR RECORD FROM: NORTH COUNTY '.£RT1CAL CONTROL OATA R-1800 J08+76 El.£VATION: 297.25 M.S.L DATUM: NCVO 1929 DAtE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL KEITH W. HANSEN RCE: 60223 DATE t; \0~11J0\05~0HG02..dwg May 28, 20011 9: 26cm Xrefl: 053"bHQ; 0530HGRD: 97J5AS1R; 982VIS1R; 9B22DGRD; 053□HMAP; 0550HUTl; 97J5AUn. R/W DATE 17 PARKING ARfA TYPICAL CHASS-l/NlO SWALE fJ ALONG STREETS NOT TO SCALE DETAIL -CONCRETE SWALE NOT TO SCALI NO THANSIT!ON NECESSARY I ( PARKING BAY CORNER$ ,. S' ,, ___.:=~-::.:-·-----'e..__~q-J .-;:-.:-.:,~t---~=:t:.=:-cv._w, r I ,✓ ---- DETAIL -CUHIJ OPEN/NO flNISH SIJ!K'Act NOT TO SCALE I SiET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT PRECISE 6/WJ/N(I AND EROSION CONTHOI. Pf.ANS FOH: OPf/S POINT LOTS 5 ~ 6 A1ROVED: CO!vAl;f) C. HAMMANN /1¥' ... ,j / ~~,~ J-. ,,_. .. . o/~~ PE ~;,Oii,9 : G-30.:;i£ CITY ENGINEER D E DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: ~ii: CITY APPROVAL RVWD BY: P.I.P. 05-11 4.J6-6A . I i * ! I I j f '' t ! . ! ;•, 1 ,,' ,, ' ~-- ' . k . , ~-.· ~,: - -t . '·, s· - d ' i-. . ;·, r , ~: :: I'" . ;i ' t. ~· ,. ,, ~; ' ,, I /,. 'i , l., ~ ; ~· '"'--.. • '\. 7 I --I I --I I I I I I I I I I I I \\.'.. i I I i j ~7--~ -~-~- , , I NOTE!! El.EC'TRONIC OA~ RLES AR£ FOR REF£R£NC£ ON£Y ANO AR£ NOT TO 8£ VSEO FOR HORIZONTAL OR Y&llCAl SURVEY CONTROl ---------------'------------- 271 Ct Loker Avenue West S1.1ite 100 Corlsbo4 California 92010 760-931-7700 fgx; 760-9J1-B6SO www.odoyconsultanb.com CMI Engineerin'il PlrJnni119 Processirio;J Sur.eying DESIGNED SY1 H.R. PRAWN SY• G.E.C. PROJECT lotGR.; IC.H. I "AS-BUILT ,. BENCHMARK: DATE: AfB!L 2008 UM~·--SCALE; 1" a 2rt 11/u/01 DESCRIPTION: STANDARD Sm/IT S/JRVE:Y MONUME;NT JOB N0.:05-1130 LOCATION: APPROX. 1400 fffT SOUTH CF PAL()MAR P.E. '"'-~3 EXP. t.,,110/oa DATE AIRPORT ROAD ON C£NTF:RUNF CF 7 B. CAMINO REAL il1f!'i. RECORD FROM: NORTH COUNTY V£RllCAL CONTROL OA r,t DATE: R-1800 308+76 RCE: r ATE ELEVATION: 297.25 M.S.l DA TUM: NCVD 1929 I I f ;,; 11 '· I i 11 \ \ 11 I I ii I lil ' n "' . ' ' \ :--, !:;i l: ~~ -s:·\ ·-;l;l ' ' -.,, I I ~ . ' . i \ I • .J I • 1,i, lo, 11\ ,l<,hvil+., DATE INITIAL ENGINEER or WORK REVISION DESCRIPTION LDT 7 JWJ/P 1A 0 ~'1 -rOU LDT 7 rlWAP 14831 . DATE INITIAL OTHER APPROVAL I 2 J I 5 6 DATE INITIAL CITY APPROVAL TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTflY TC-JO '.EGCTAlED SWA/£ 20tJ IF IIP-52 ORAIN INSERT JE:A PRIVATE STORM ORA/N OATA RADIUS LENGTH SLOPE REMARKS N O!J'28'(}. E 111. fJJOI N 80:JI if 22.11' N O!J'28'0l" E f22. N 80:JI If 110.1 N 22'0#'15• E 18.# 1.001 N 51'25'18" If 2J. 52.(){)I --~(n)..~4'J7''=====• t S' 2ff -----10' SCALE: 1 • a 2ft I SJET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT PNECISC 6HAD!Nf1 AND EROSION CONTROi. Pl.ANS FOHi OPUS POINT LOTS 5 ct 6 APPROVED: CONRAD C. HAMMANN 9'1' . • ~ di " ~ i,.;~ "-/~ PE 33069 ._ .6-30-~ITY ENGINEER -C E OWN BY: -:w PROJECT NO. DRAWING NO. CHKO BY: P.I.P. 05-11 #8-6A RVWD BY: i;\0$1150\0530H003.dwo Jun It. 20DCI 3:35pm Xrefl: 97~ASTR; 97351.MAP; 9735'\GRD: 0530Tapo; 0530Plon; 0550HC; 053DHU1l; 9822.3GRD; 9822AU1l; 973MSTR; 9822DGRD; 05JOOGRD; 05JOCGRO; 0530HGRD; 97JMIJ1l; 0530Ht.lAP I I iL ·---- 1 I' I '' I: \ • • • • '-- t NOTE!/ ElEClRONIC DA TA Rl£S ARE FOH REFERENCt ONLY ANO AR! NOT TO BE USED FOH HORIZONTAL OH 'vfl?TICAl SIJRVEY CONTROl. c~~r, 2.710 Loker Avenut We:d. CivD Engineering Suite 1 OD Planning Carl$bod, Colifi:irnia 92010 ProcessinlJ 760-93, -77011 Surveying Fax: 760-931-8681) www.odoyconsultonts.com t!r IN 8' in JB/..f r OI/T / / I I Jt}O,f fi I :,~~+-.J/.'-;--1-1 I , qiHl k --ftt:l=::}-1 1 1 17?Vff4RN If -1--H~ ~ ,~ I ~SI}-~ -£XIST..LOTUN£ 108£REMOl,£/J J ----- ~;;;~ LOT CONsaJ!)AllON ADJ 06-0/. 1'~-. 7- 1~ I . '{j---.:~f . 21 MIN • --ROOF OHAIH TrP. ''-..._ . . - .. " --1-f. 2. "-.. J!J0.8 ~ J90.98 D-25 MOl)/FlE/) -NO I/ANH(}(_£ FRAME OH COl-m 18' lff0£ ---------------------, 6' so l I I I I I 'A/N i I I I : I I I ,.:,,, : '-"--C'.) I (_r.,..-I ~ ,j:-0 '-'c.-9 R{}(F OHAIN TrP.-.... i t t + t \ I !:4,/ ~' ' rJ 0 ] 1 1 ~ I ,---Hf--,1, I I 2o' J/f/J£ WA 1Ell EA!DIENT PER -~~t--:---../ I I~ {)()C. No. :i.oo~ • 01.58111'~ / I 'tfof-~/· 151 zooG, c_j I J< \ 1~~ I • I t ~~'~ 11 I'"(, I , I I L.4~;::i:; l\ I I I lt--.'bFfk I I I ~ t I 2o' /KO£ WA1Ell E4.SEM£NT PER-l~R,---!-J._ IJOC. No. ,too(. ' o &, ~811:( I ~, I REC. Se.p~. "'· ?.cio[L PR 05-f!O ' "- I I .. I ~ ~ -- -. ~, '--'----FF J.""5 ~ ',! ---~""'-' ~--~ " ---- ~~ I -l II (TrP.) i 11 r~ 390.0 f!! 2rt ',ti!)£ WA1Ell CASEM£Nt~ IJOC. No. 2°0.-0~58 111 REC._;,_~.+. I~ i 2.oor, PR 05-t IO I , I . I '\, l:i ~ ~g,IJfG ~ DOC. Na, 2004, t>l:'5"8 11< l ,1-----1,k I 1--!31-E)i t ---1 !I I Ii 11 , .J89. . I~ ~li--,~---,.-1 .. ft--::::=±--;g 2o' 't#!I)£ WA1Ell £ASEM£NT ~ "'~ REC. S•~>:I IS:, ;t.~ol, 1 ':l -w 05-110 • l ';--' · --ROrY !)RAIN / , I I I DESIGNED SY: H.R. DATE: APRW. 200I DRAWN SY, G.E.C. SCAl.£1 1" • 2f/ PROJECT t.lGfl-1 K.H. JOB N0.:05-1130 SEE SHEET No. 3 "AS-BUILT " ~ M.~-~--11 lub1 • P.E. ,01..2.3 EXP. ,ho/,:,13 DATE 1 7 BENCHMARK: DESCRIPTION: STANOARO STREET SI/R',CY MONUMCNT LOCATION: APPROX. 1400 FE£T SOl)1H OF PALOMAR AIRPORT ROAO ON C€Nlmt./NE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTlCAl CONTROL DATA R-1800 308+78 :3/2.,/07 ' DA'TE INITIAL / I I/ I I \ \ I !.~\ ~6/J'-~ /'~/' i i I ----...:~"fi--------~1--i---------l-~-:--..,_--L~'- i I ~ /1 ;1 I\ \ \ ' I . \\ \ '," '"" '·, '\ TR£A TM£NT CONTROL BMP TABLE DESCRIPTIOfi QUANTITY TC-JO lf"Gl'TA TED SWAII f90LF MP-52 DRAIN INSERT JEA 1 : ~"919\l====r== = e====="" t;;~~~~~~~T,";~:':'F,~~==::~===t 1881~ PR/VAT£ STORM . O.?AIN DATA • ' RADIUS LENGTii SI.OPE REMARKS I o I_<( \ I N 61'5116 II 10.I 1.0X 2 4=21"29'28 "5.00 21.51 1.0X J N 81'26'# E 71. 1.0X • /, N OO"JI '08 W 2J.8. I.OX 5 /",,.=OIWJ~8• 150.00 25.J2' I.OX liiil 1& SCALE: ,. " 20' I S4ET I CITY OF CARLSBAD I SH?TS I ENGINEERING DEPARTMENT PHEC/SE CHA/J/Hfl AND [R()SIOH CONTHOl. Pl.AN$ FOHi ' OPf/S POINT LOTS 5 "° 6 APPROVED: CONRAD C. HAMMANN ,1r /4~e,~~~ ~r-PE3J069 ~ ---:--s-30.:.o~rv ENGINEER o E /1\ A<.+.ui l.}5 DWN BY: ~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAi. CHKD BY: EN~z• ~iJet4h OATE: ~/!_f /"6 ~0'( :IP-.. -.-- . l<EllH W. HANSEN RCEt 60223 J'N PECTOR ATE ELEVATION: 291.25 M.S.L DATUM: NGVO 1929 P.I.P. 05-17 118-6,4 ENGINEER 0, WOR~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: l:\051150\05.J0HG04.dwg ,lJn 11. 2009 J:.f(lpm l(refl: 9735ASTR; 9735At.,AP; 973.:.AGRO; 91J5AU1l; 05JOTopo; 053DPles1, 0530HQ; 982:lAM,\P; 9B220GRD: 0530HUll; 05JOOGRO; 0MOCGRO; 0530BGRO; 05JOHGRO; 05.50I-IMAP; 97J5AUlL )J ' ' ' " i-' . ' >,· '';" : ,. : ,-. i i. ·; <J~ _,.. 'i ! ' :r , I 11 I ' " I . - - J ___ --. ------------------------ • --~1 .{ ' t !' ~ ' . ________________________________________________________ ..., __________________________________________________________________________ ~--., n; ·IIJ)I': i:· ' I I I / l ' .,1_ •. ' 1 ~, i ' V • .. .. . . • • \ I I \ \ I I I I .. \ \ I '\\, ---1 \ \~-\ ~ \ \_..-·,.,_, --;\ \, I '-I -1----'"<:·, I -1----·7, ·1\ I\& --'1---i I ' I I I I -----11 h I (:) I --'r-----1 I I I I ---..7 1-----1! ~ I 1-.., I (:) \ I -----.1 -~----41 \ I -, NQTEJI I I • ElECll?ONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE US£!) FOH HORIZONTAl OH 'r£R17CAL SIJRVEY CONTROL ,,_ , 1 \ ' ' 2710 Loker A-,enue West Suite 100 CQrlsbod, California 92010 760-931-7700 Fox: 760-931-8680 www.odaycons1.1ltants,corn Civil En'tjine~ring Plonnin11 Processin'9 Surveyin1 i - \ \ . ·-1 :::::, ..• ! / ,• ;· ··--.. ·-'· ~,-..._ ,_ - LOT 7 "-._ I CB. 391.f Tf) 388.6 Fl -R(U [)RAIN r;p:---__ IF 392 __ 391. 40 Fl 0-2 ., '- lOl 6 -··Ir· SEE SHEET No. 4 "AS-BUILT " DESIGNED BY: ,.,_H=.R.,___ DATE! APRIL 20011 DRAWN BY: G.E.C. SCALE1 I" = 'JJ1 u ~ ,-, . .,___ PROJECT MGJ'.\ K.H. JOB NO.·O5-1130 j ~ 1------i-'---------P.E. so:2:1:~ EXP. &.l~o(oa , J ii /'t,{ !01 r, DATE ENGINEER OF DATE: l~SPECTOR tli '· ',,,, ~ I --~ ' ! ,, I I 'fli ,- 1\ t ; .. I ,· i I w ' \ l . IJ' \ · l i I :. , 10· \. i SfTBAq< LINE \ \ ! I (!11?.) ' 1 \ I I i f : i ' I , ! \ ) LOT 5 LM)lP 14/J/}1 \ \o ' • I.Of f/ ']jl J _;I n j/l .,;1--;1j YJ.l'-JF----7..._f!U ' ( ~-, " 1 , ~"'' ~-~>_,= ~ ·~----~----d!1;?'G'f1:~t:~;.. ' ' ' , ---{v__T f/ __,.,,.,., I -----~cc';, ---,_ I -------, I 2 J ' 5 TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY Tr:-30 WIZ'TA 'fEI} SWAI.£ 150 IF Ml'-52 DRAIN /NfERT PRIVATE STORM 'DRAIN OATA N 8/1'26 '# W N OO'JJ 76" If N 89'26'#" E N OO'JJ'l6" If • • RADIUS LENGTH SLOPE O' 5• 20' f.OX f.OX 11.6¥ f.OX • 1.0# -----10' 40' SCALE: I• ,. 20' REMARKS I H.D.P.E. • ~ CITY OF CARLSBAD I SH7EETS I 1----+--t-----------------l---+---+----+----t ~ ENGINEERING DEPARTMENT 1----+--t-----------------i---+---+----+----t BENCHMARK: DESCRIPTION: STANDARD STREET SIJRYFY MONUMENT LOCATION: APPROX. 1400 FECT SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNc OF £L CAMINO REAL RECORD FROM: NORTH COUNTY 'IERTlCAL CONTROL DATA R-1800 308+76 El£VATION: 29125 M.S.(.. DATUM: NCVD 1929 v· 1-\s INITIAL DATE INITIAL ENGINEER Of WOR~ REVISION DESCRIPTION OTHER APPROVAL DATE lt-llTIAL CITY APPROVAL PHECISC 0RAO/NfJ AHQ [H()SION CONTHOf. PW/$ F()HI OPf/S POINT LOTS 5 if 6 APPROVED: CONRAD C. HAMMANN$;' ,,-/11c ,d,~ ~d.~ . ~ ~ 'pf :hof9 f#. ·s-30-~<-CITY ENGINEER Dol,JA Y,E 2Pl DWN BY: --rrlti\J.\.rn,-1 CHKD BY: ~ RVWD BY: PROJECT NO. P.I.P. 05-11 DRAWING NO. ,1.J6--6A ·? ' ~ ' ' !. i ; f ! . ' l I . '£ . f t .} f: t I I I ; ~ ~ f ,C ' -:i I ' i ' ;{ t '.,. t ,, -,: ] r: ' I } t I i j ' t i i ! ' ' I . ! · .. ' (i : ; I I l' j . 1 i ' i l I i l I .J ~ I [ i I ,!\ . ·f ! I. ; -~ i ·•· I i I I I ..f f t I I r ' I l' . .; s l 1 i I I f ! ! ,1, I t i ! :¥ t l I 1 ; { ' I I , t "j I I '------------------------------------~-------------------------------------------------------------------------------------.. l-•=\051130\0530HG05.dwg JJn 19, 2009 J:42pm ~ · Xre&: 9735.&.STR; 9735At.lAP; 9735>.GRD; 97J5MJ1l; 0~Topo; 0530Plon; 0530HG: 9822AMAP: 9B22DGRO; 9B22EGRO; 0531J-1Ull; 05308GR0: 0530AGRO; □530HGRO; 0530W,1AP 1 ' ~ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT Et.AM WALSHE; AT (949) 622-2174 2. £QU/PM£Nf AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CO/I/V£NIE:NT LOCATIONS TO F"ACILJTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. D£VIC£S SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE £NGIN£E:RING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY £NG/NEER AFT£R EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL £ROS/ON CONTROL MEASURE:$ AS MAY BE REQUIRED BY THE CITY £NG/NEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS~ 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NE:CESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL £ROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. IJ. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF' EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE £ND OF' EACH WORKING DAY WHEN THE AVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTH£k DEBRIS SHALL BE REMOVED AFT£R EACH RAINFALL. 10, ALL GRAVEL BAGS SHALL BE BURI.AP TYPE WITH J/4 INCH MINIMUM AGGREGATE 11. SHOULO GERMINATION OF HYDROSEEDED SLOPES f"AIL TO PROVIDE UffCTIVE COVERAGE OF GRAD£D SLOPES (90:. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED 8Y PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION ANO 5£DIM£NT CONTROL HANDBOOK OF THE D£PAR1MENT OF CONSERVATION, STA TE OF' CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL P£RMAN£NT ANO TEMPORARY EROSION CONTROL Pl.ANTING ANO IRRIGATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE f"OLLOW/NG: A. HYDROSEED/N(] SHALL BE APPLIED TO: I, ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEIT OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREIT. b. ALL SLOPES 4 Fm OR MORE IN H£/GHT. 2, AREAS GRADED FI.ATTER THAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED f"OR IMPROVEM£N7S(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. ID£NTIF"IED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c, HAVE ANY SPECIAL CONDITION ID£NT/f"IED BY TI-IE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA 1MENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH TI-If: FOLLOWING CRITERIA: 1. ALL SLOPES TI-IAT ARE GRADED 6: I OR STEEPER AND THAT AR8 a. THREE TO EIGHT FEIT IN H£/GHT SHALL BE IRRIGATED BY HAND WATERING f"ROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF' LOW PRECIPITATION SPR/NKL£R HEADS PROVIDING 100% COVERAG~ b. GREATE:R THAN /J FEIT IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PR£CIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2, AREAS SLOP£[) LESS THAN 5: I SHALL BE IRRIGATED AS APPROVED BY THE CITY £NG/NEER, PRIOR TO HYDROSEED/NG. THE DEVaOPER SHALL SUBMIT A PROPOSED SCHEMf: TO PROVIDE /RR/GA TION TO 77-!E CITY ENGINEER. TI-If: PROPOSAL SHALL BE SPECIFIC REGARD/N(] THE NUMBE:RS, TYPES AND COSTS OF' TI-IE £L£M£NTS OF' THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN TI-IE MOISTURE L£VEI. OF' THE SOIL AT TI-IE OPTIMUM L£V£L FOR THE GROWTH OF THE HYDR05£ED£D GROWTH. C. HYDROSEEO/NG MIX SHALL CONS/Sf OF' ALL OF' THE FOLLOWING: 1. 5££0 MIX SHALL CONS/ST OF NO LESS THAN: a. 20 lbs. P£R ACRf: OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. Pcff ACRE OF ACHILLE4 M/LlffOUA e, J lb& PER ACRE OF' ALYSSUM (CARPET OF SNOW) f. I /2 lb. PE:R ACRf: OF DIMORPHOLECA 'J. ITEMS c,d,s, AND f OF' THIS SUBSECTION W.Y BE OMITTED ON LOCATIONS WH£RE THE AR~ BEING HYDROSEEDED IS NOT VISIBLE FROM E/77-!ER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST Bf: /NOCULA TEO WITH A NITROGEN AXING BACTERIA ANO APPLJE/J DRY EITHER BY DR/LUNG OR BROADCAST/N(] BEFORE HYDROSEEDJNG. I. ALL S££0 MATERIALS SHALL BE TRANSPORTED TO TI-If: JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPAR1M£NT OF' FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AG£NTS MAY BE ADDED TO THE HYDROSEED SLURRY AT TI-IE OISCRETION OF TI-IE CONTRACTOR. 2, TYPE I MULCH APPLJED AT THE RA TE OF' NO LESS THAN 2000 /bi,. PER ACR£ TYPE 6 MULCH (STRAWJ MAY BE SUBSTITUTED, ALL OR PART, FOR . HYDRAULICALLY APPLIED FIBER W.TERIAL WHEN STRAW IS USED IT MUST BE: ANCHOR£[) TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50:C OF' TI-IE STRAW INTO TI-IE SOIL J. F£RTILIZ£R CONSIST/NG OF' AMMONIUM PHOSPHATE SULFATE, 1 IS-20-0, WITH 15:C SULPHUR APPLJED AT THE RA TE OF' 500 lbs, PE:R ACR~ D. AREAS TO BE HYDROS££DED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: I. ROUGHENING TI-If: SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPE:s STE£P£R THAN 5: I b, HARROWING AREAS 6:1 OR FI.ATTER THAT ARf: SUFFICl£N71.Y FRIABL£ c. RIPPING AREAS THAT WILL NOT BRF:AK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT If IS SUfTABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. TI-IE ADDITION OF' SOIL AMENDMENTS, PH ADJU5™£NT, LEACHING OR COVERING SALINE SOH.S TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL Bf: MAINTAIN£[) TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJ£CT IS P£RMANENTT.Y LANDSCAPED OR, FOR ARE:AS WHERE HYDROSEED/NG IS me: P£RMAN£Nr LANDSCAPING, UNTIL THE PROJECr IS COMPLETED AND ALL BONDS R£L£AS£D. " . --· ··-----' - I I! . 50'M/H. PU8LJC RIGHr- OF-WAY 12" MIN. "=t 1 11J'ri!Jl'nll\911lnc1l'f11i= ' PROF1f.& F1LT£R F"ABRIC 2• MINUS ROCK EXISTING GROUND _j_ JO'MIN. T STEEi. SHAl<F:a PlArrs/RUMBI.£ RACKS: PROVIDE /IPPROPR/ATE: TRANS/TION BEJW££N STABILIZ£D CONS'/'flUCTION ENTRANCf: AND PUBLIC RIGHr-OF- WAY ' ' PUB C RIG T-OF'-WAY FENC(/BARRIER TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 I I. SIT POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPF: FRO!,I AND ALONG THE LINE OF' PCJSTS. J. ATTACH TI-IE FJLTE:R FABRIC TO TI-IE WIRE F"£NCE AND l;)(TEND IT INTO THE TRENCH. 2. STAPLE W/Rf: FENCING TO TI-IE POSTS. 4. BACKFJLL AND COMPACf THf: £XCAVA1ED SOIL. SILT FENCE ,,, GRAVEL BAGS OVERl.4P ONTO CURB _____ .,,, GAP BErW££N BAGS ACTS AS $Pill.WAY J FT (0.9 M) MIN. THREE I.AYERS OF' GRAVEL BAGS WIT/-/ £NOS OV£RI.APP£D GRAVEL BAGS FJU SLOPE 9 IN (2J CM) t MIN. 2 FT (0.6 M) EARTHEN RIDGE UNLINED SWALE & BERM " 1£/?llCAl Sl'ACIW '--, VAmE.S' 8£TfffIN ' 8' TO 10' NOTE': INSTALL RBEH ROLL ALONfl A lE'.fi CONTOIJR SEE DETAIL A80't£ FIBER ROLL . I'/~,/.-, IJ\ A<.kui 1±~ ' DME INITIAL ENGINEER OF WORK l:\0511JD\0530HGOCl,dwg May 215. 200Ci 9:3Jam Xrefli: 05:30HC · REVISION ' ' DESCRIPTION - DATE ----_____________ ___c_,_ !:EGEND DESCRIPTION QUANTITY SYMBOL STABJLIZED CONSTRUCTION ENTRANCE 3 EA. UNLINED SWALlil &: BERM LI141TS OF CLEARING &: GRADING SILT FENCE 1,000 LF -0--0----0- FIBER ROLL ■ • ■ • • • • • ■ • • • • • GRAVEL BAGS 6,000 EA. c:x::x:x::,. GRAVEL BAG CHECK DAM HYDROSEED ~~ESS1s ~ ~ ~-~<'! ti~ ~~ ;:; NO. 60223 ~ W EXP. 8/3D/0I ~ (),\.\ 10,000 SF ·-c-f' .. L] ' ' " . ' --- NOT£!! El.EC'IRONIC OA 1:4 RlES ARE FOH REFERCNCE ONLY ANO AR£ NOT TO 8£ I/SEO Fai HORIZONTAL rYi 1£/?llCAL SVRl,£Y CONTROi.,. C~/~TS DESIGNED BY: H.R. DATE, APRIL 2008 DRAWN BY: G.E.C. SCALE: AS SHOWN PROJECT MGR., K.H. JOB N0.:05-1130 2710 Loker Avenue West Ci11ll Engineering ENGINEER OF WORK: Suite 1 OD Plonning ~-4·.~---Carlsbad, California 92010 Prc~eHirig DATE1$#'~ 760-931-7700 Surveying Fo~; 760-9J1-86B0 www.odayconsultonts.com KEllH W. HANSEN RCE1 60223 '•As BUILT,. ,%A /4. ~---1µi/4L RCE ,az.2 3 EXP. ~,b:¥78 PATE ~ED BY: l!t,.' fl ~ •.• ¢1!-r TOR ATE w CITY OF CARLSBAD 1 sH,TS I . ENGINEERING DEPARTMENT . 010S/0N CONTHOI. Pf.ANS FOHi • OPIJS POINT " LOTS 5 ,t 6 APPROVED: CONRAD c; /./AMMAN IV ,1)' · ~3~~-ef~-~ITY ENGINEER ~1fff6 DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY:_l)Jli_ OTHER APPROVAL CITY APPROVAL RVWD BY: P.I.P. 05-17 4J8-8A -----·-----·--,-.,.---~-·---v ' i ! 'fr J . ,;, . f ; ; -- ,, ,:1· : C • ,. . 'c · llllll liil. 11 ' ' ---~• ~-----·WJJ:. -_!__'---'-- 'f ' _______ , ___ «······-·~----------,_,, __ ~-- ' ,: £, ":> I ..----------------------------------------------------------------------------------------------1! ' i I \ NOTE!/ ELECTRONIC OA TA RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USEO FOR HORIZONTAl OR l£RllCAl SUR'.£Y CONTROL ofESS/ 'II, 11.f,t~ ti V <i • 6022, '; , B/3D/DI C/VI\. OF CAI.I~ ' -I ( I I • .~~~,, 2710 Loker Avenue West Civll Engineering Suite 100 Planning Cgr]sbod, California 92D1D Proces,ing 760-931-7700 Surveyina fg1e: 760-9.Jl-BGBO www.odaycons1,1llonts.com / ,,//// ,,,,,,,. .,..,,,/" DESIGNED 8Y: H.R. DRAWN BY: G.E.C. PROJECT MGR,• K.H. ENGINEER OF :2 ~ . KEllH W, HANSEN I; -I I I / . "AS-BUILT APRIL 200& DATE; !idi-~. SCALE, 1" "' 40' JOB NO.:05-1130 • P.E. tc:>.23 EXP. ~t.J~!Qa Rria l¼-DATE:->£'#~ RCE1 60223 ~TOR ' ' /,I / I / ~ /" I " " ,/4,/o7 I I DATE '?./1td ~ ATE ,. / I ·--I I • I I /' I / I // LQT 6 ~ I I I . / / I I / / BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERt.lNE OF El CAMINO REAL RECORD FROM: NORTH COUNTY VERllCAL CONTROi. DA TA R-1800 308-1-76 ELEVATION: 297.25 M.S.t.. DATUM: NG'.O 1929 • f-, lo] I/ DAIE INITIAL ENGINEER OF WORK I ' -_ ___L - ' 11\ A,-1-ui It., / • / . / I / / •' i I • I . ' ! / / I /_;/)1 7 I / / ---~·-:--=-= -- .. ' REVISION DESCRIPTION / I , I / DATE INITIAL OTHER APPROVAL ' - DATE INITIAL CITY APPROVAL a' 10' tp' F 20" -----BO' SCALE: 1. .. 40' NOTE!! .., ElECTRONIC OA TA FllES ARE FOR REFEREJICE ONLY ANO ARE NOT TO BE USEO FOH HORIZONTAt OR l£RllCAl SIJR'.£Y CONll?a. . I s7T I CITY OF CARI.BBAD I SH,TS I ENGINEERING DEPARTMENT EHOSl(JN CONTHOt PIANS FOIi: ' OPIJS POtNT LOTS 5 .t 8 APPROVED: CONRAD C .. HAMMANN$'}' · P1f3ff"V.~'!/~~ ENGINEER ffr, DWN BY: PROJECT NO. DRAWING NO. CHKD BY: £ii!:i: P.I.P. 05-11 4.J8-6A RVWO BY: I; J !' l i I I r ~ l I l -~ ' I i I " j; t r; I f, !; I I, ·~, ii I i, ,, ' I I '-------------.------------------------------------------------------------------------------,1 'C"', 2006 O'Day Consultants, Inc. '''""'°'05"rl'07·''' ""' 2~ 20" "'''• ! _ .. /· ~ Kref9: 97.351.Slff; 97.35AM,\P; 97.lSAGRD: 05307U1l; 0550Topa; 0530Plan; 0530HG; 9822AM,\P; 0!i30HU11..; 0530HGRD ~ J •; -; j ; i n 1 : c.'_l,~,' -, -~- i, I· '' ' I :, '· ' ' ' '' I