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HomeMy WebLinkAboutDWG 435-8; PIP 05-11; OPUS POINT LOT 18; 01-03GENERAL NOT£S I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE', RE'SOLUTION OF CONDITIONAL APPROVAL, Cl TY STANDAROS OR OTHER ADO/ TIONAL DOCUMENTS LISTED HEREON AS THEY 1M Y PERTAIN TO THIS PROJE'CT. THE ENGINEE:Ff IN RESPONSIBLE CHARGE' SHALL REVISE' THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Cl TY APPROVAL OF PLANS DOES NOT REL /EVE THE OEVE:LOPER OR ENG/NEER- OF-WORK FRCN RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS 0/SCOVEREO DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTl'f SUBNITTEO TO THE CllY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WA'f PERMIT FROl,I THE C/T'f ENGINEER Will 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE Ml/ST 8£ FILED NAMIN0 THE Cl TY OF CARLSBAD AS AN AOOIT/ONAL INSURED ON THE PERMITTEE'S POLICY IN THE .\IINIMU!,I AMOUNT OF 1 I, 000, 000. OD FOR EA CH OCCURRENCE OF L I AB IL I TY. THE INSURANCE COMPANY WRITIN(J THE POLICY ,\/UST HAVE A RATING OF 'A-• ANO A S/Z£ CATEGORY OF CLASS VAS ESTABLISHED B'f "BESTS' KE'f RATING GUIDE. 5. NO WORK SHALL BE COM\IENCEO UNTIL ALL PERMITS HAVE BEEN OBTAl!VEO FROM THE CI TY ANO OTHER APPROPRIATE' AGENCIES, 6. REVIS/Oli OF THESE PLANS M4Y 8£ REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTR//CTED P/llOR TO THE OEADL /NE OATE OF THE I.\IPROVEME.NT AGREEMENT. f. NO REVISIONS Will 8£ /MOE TO THESE PLANS WITHOUT THE WR/ TTEN APPROVAL OF nfE CIT'f ENGINEER, NOTED Wlnf/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF nfE PLANS ANO Tl Tl£ SHtET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING S/GNtO B'f THE CIT'f ENGINEER. 9. THE ORIGINAL DRAWING SHALL 8£ REV/SEO TO REFLECT AS-BUILT CONOITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK er Tf/£ Cl TY. 10. ACCESS FOR FIRE ANO OTHlR EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT All TIMES OUR/NG CONSTRUCTION. II. MIER£ TRENCHES ARE WITHIN CIT'f EASEMENTS, A SOILS REPORT COMPRISED OF, (A/ SUM./AR'f SHtET, /8/ LABORATORY WORK SHEETS ANO (Cl COMPACTION CURVES, SHALL 8£ SUBNI TTEO BY A PROFESSIONAL ENG/NtER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPL/tO SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CIT'f ENG/NEER/N() INSPECTOR WI THIN TWO WORKING OAYS OF CO.\IPLETION OF FIELD TESTS. THE WR/ TTEN FIELD COMPACTION REPORT/SJ SHALL 8£ IUIEOIATEL Y SVBMI TTEO TO TH£ Cl TY E'NG/NEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTf/1,/CTIQN MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNIN() OF WORK ANO SHALL 8£ ATTENDED BY ALL REPRE'SENTATIVE'S RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPE'RVISION, TESTING ANO All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PEf/.\1/T CLERK /438-3891/ AT LEAST FIVE (5/ WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDVL ING. 13. All INSPECTION REOUESTS OTHER THAN FOR PRECONSTRUCTION .\IEETIN() WILL 8£ /MD£ BY CALLING TH£ ENGINEERING 24-HOUR INSPECTION REOUEST LINE AT (T60/ 438-389/. INSPECTION REOVESTS MIIST BE RECEIVED PRIOR TO 2.-00 P.M. ON Tl/£ DAY BEFORE Tf/£ INSPECTION IS NE'EOEO. INSPECTIONS Will 8£ /MOE THE NEXT WORK DAY UNLESS YOU REQUEST OTf/ERWI SE. REOUESTS MAO£ AFTER 2.-00 P.M. WILL 8£ SCHE'OULEO FOR mo FULL llfJRK OAYS LATER. 14. THE OWNER ANO/OR APPL /CANT THROUGH nfE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFET'f DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY ANO f/EAL TH STANDARDS, LAWS ANO RE()ULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6105 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY ENG/NtER ANO/OR CONCERNED AGENCY SI/OWING THE DESIGN OF SHOR/N(), BRAC/N() SLOPING OR OTf/ER PROVISIONS TO BE /MOE OF WORKE'll PROTECTION FROM THE HAZARD OF CAVINIJ GROUND OVRING Tl/£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/N() THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR All TRENCHES Fl VE FEET (5 '/ OR MORE IN DEPTH ANO APPROVED B'f THE CI T'f ENG I NEE'R ANO/OR CONCERNED AGE'NCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FRCN THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL 8£ PREPARED BY A REG/STEREO EN()/NtER AT THE CONTRACTORS EXPENSE. A COPY OF Tl/£ OSf/A EXCAVATION PERMIT MVST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. /6, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WI THIN ANY WORK ZONE OUR/NG CONSTRUCTION, OPERATIONS Will CEASE /M/£0/ATEL 'f, ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL THE PE'RMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM nfE CITY ENGINEER TO 00 SO. /?, All OPERATIONS CONDUCTED ON Tl/£ SITE OR ADJACENT TIIERETO, l!ICLUOING WARM/N() UP, R£PA//l, ARRIVAL, OEPARTURE OR OPERATION OF TRUCKS, EARTINOV/N() EOUIP.\IENT, CONSTRIICTION EOU/PMENT ANO ANY OTHE/l ASSOCIATED GRADING EOUIPME.NT SHALL BE LIMITED TO THE PERIOD BETWE.EN 1,00 A.M. ANO SUNSET EACH DAY, MONDAY Tl/RI/ FRIDAY ANO NO EARTIIMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON 'KEKtNOS OR HO/.. /DAYS. (A l /ST OF CITY l/0/..IOAYS IS AVAILABLE AT Tf/E ENG/NtERING DEPARTMENT COUNTER./ 18. All OFF-SI TE HAUL ROUTES SHALL 8£ SUBMI TTEO BY THE CONTRACWR TO THE CIT'f ENGINEER FOR APPROVAL TWO F//1.L WORKINIJ OArS PRIOR TO BEGINNING OF llfJRK. THE CON TRAC TOR SHALL 8£ RESPONS I BL£ FOR AN'f OEBR IS OR DAMAGE OCCIIRRING AlONIJ THE HAIIL RQIJTE OR AOJACCNT STREETS AS A RES/JLT OF THE GRADING OPERATION. 19. NO BLASTIN() SHALL 8£ COMIENCE'O WITHOUT A CITY ENGINEER APPROVED BLAST/Nr1 PRO()RMI. 20. THE EXISTENCE ANO l OCA Tl ON OF V rl l I T'f STRUCTURES ANO FA CI l I Tl ts SHOWN ON THE CONSTRVCTION PLANS flERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT/l /TY FAC/l I TIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM Tl/AT SHOWN ON THE PLANS. THE CON TRAC TOR IS REOU I RED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTll I TIES SHOWN ON THE PLANS ANO ANY OTHER EXIST/Nil FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOV£GR()()N0 ANO UNDERGROUND/ WITHIN THE PROJECT SITE SUFFIC/ENTL Y AHEAD OF THE CONSTRUCTION TO PE'RMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACT()Al LOCATIONS ARE IN CONFL /CT WI TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES /SEE BELOW/ AT LEAST TWO F//1.l WORK/N(J DA rs PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORO/NATE llfJRK WITH A COMPANY REPRESENTATIVE. UNDERGRO/JNO SERVICE ALERT SOG8£ SBC AOELPM I A COl,NIJN I CA Tl ONS Cl TY OF CARLSBAD (STREETS ANO STORM DRAIN/ CITY OF CARLSBAD /SEWER,WATER 8 RECLA/MEO WATER/ BUENA SANITATION DISTRICT (800/ 422-4133 /800/ 660-1343 /800/ 892-0123 I 160/ 438-1141 I 1601 434-2980 ( 160/ 438-2122 /160/ 126-1340, /314 STREET NOTES I. ACTUAL STRIJCTURAL SECTIONS Will 8£ DETERMINED AFTER "R' VALUE TES TS HA VE BEEN CONOUC TED BY A PROFESSIONAL ENO I NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALL 'f DOING BUSINESS IN THE FIELO OF APPL llO SOil MECHANICS, ON THE PREPARED BASEMENT SOil. THE "R' VALUE TESTS ANO TIIE E'NGINEEREO STRUCTURAL SECTION MVST 8£ SUBMITTED TO THE ENGINEERING INSPtCTOR FOR REVIEW AND APPROVAL A MIN/MU!,/ OF TWO /2/ CI T'f iK!RK I NG OA YS BEFORE THE WORK BEG I NS. . 2. STREET LIGHTS SHALL 8£ /NSTAlllO AS SHOWN ON THESE PLANS, UND£R()ROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES Sf/ALL 8£ SHOWN ON THE 'AS-BUILT• PLANS. NO 0/RECT BURIAL STREET L/()HT FOUNDATIONS Will BE ALLOWED. All l/JMINAIRES Sl'.ALL 8£ "C()T OFF' TYPE. 3. All UNDERGROUND UTILITIES ANO LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF C()RBS, CROSS ()UTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE R£1NFORCEO CONCRETE PIPE' WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15' PVC /MY 8£ UTIL /ZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKF!llEO WI TH 3/4 • ROCK PER SDRSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL 10 WALL PIPE. 5. MIER£ AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL BE REMOVED WI nf/N rn£NTY FEET OF BUILDING OR STREET AREAS AND REPLACtO WI TH PROPERLY COMPACTED SOILS. IN OTIIER AREAS THE PIPE Will BE PLUG()EO WITH CONCRETE OR REMOVED AS APPROVED BY THE CIT'f ENGl.'IEER. 6. MIEELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF Tl TLE 24, CALIFORNIA ADMINISTRATIVE COD£, r. STREET /REES SHALL 8£ INSTALLED PER SECTIONIV0.30FTHECITY OF CARLSBAD LANDSCAPE IMNUAL. 8. FIRE HYDRANT MARKERS SHALL 8£ PLACED IN THE STREET WI THIN THE l /.\II TS OF WORK OF nr1s PLAN PER SORS om; ,\1/9. 9. All SIIRVEY MONI/MENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ RE-ESTABL /SHED, PERPETUATED, ANO OOC//ME.NTEO PER THE PROFESSIONAL LANO SURVEYORS ACT. 10. mo /2/ SETS OF SURVEY /CUT/ SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINtERING INSPECTOR. SEW£R NOT£S I. All SEWER MA IN ANO APP()RTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE Wlnr Tf/£ "CITY OF CARLSBAD ENO/NEERING STANDARDS VOLUME." I CHAPTER 6 ANO VOLUME." 3', DATED JUNE, 2004 OR THE LATEST REVISION 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFOR£ ANY EXCAVATION ANO SHALL AOHE'RE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE AN'f CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERM/ T SHALL 8£ OBTAINED FROM THE !)/STRICT. IT Ml/ST BE SIGNED ANO APPROVEO BY THE OISTRICT'S ENGINEER ANO SUPERINTENDENT. 4. BEFORE CONSTRIJCTION BEGINS IN ANY P()BLIC R/()HT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL 8£ REOUIREO. 5. THE CONTRACTOR SHALL NOTlf"f THE CITY OF CARLSBAD ENO/NEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. /TELEPHONE NO. {160/ 438-389/ I CIIWO WATER NOTES /. WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTtO IN ACCORDANCE WITH THE "Cl TY OF CARLSBAD ENGINEERING STANDARDS VOLI.K 2 8 3 •, DATED J/J,'IE, 2004 OR THE LATEST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 0/VISION OF INDUSTRIAL SAFETY BEFORE AN'f EXCAVATION ANO SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO All P/lOVIS/ONS OF THE STATE CONS TR()C Tl ON SAFE TY OROtRS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.0. LINES, A PERM I T SHAL l 8£ 08 TA I NED FROl,I T'riE C. ,II, w. 0. OFF I CE ANO MIIS T BE SIGNED ANO APPROVtD B'f DISTRICT ENGINEER ANO 0/SIRICT SUPER I NTENOENT. 4. A ?RECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELO A MIN/WM OF 1 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE C/T'f OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BE()/NNING OF CONSTRUCTION /TELEPflONE ,'10, {160} 602-2180/ FOR SCHE0//1./NG. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, All EXISTIN() TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMfENCEMENT OF WORK • ANY EXCEPTIONS SHALL REQUIRE WR/ TTEN PERMISSION FROM Tl/£ DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL ANO VE/l(ICAL Al/GMCNT ANO TYPE OF MATERIALS OF THE FIRE LINE LOCATED 8£rn££N THE DETECTOR CHECK VALVE AND BU/LOIN() SHALL 8£ OETERMINEO BY THE Cl TY OF CARLSBAD FIRE MARSHAL. 1. ALL RECLAIMED WATER IMINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND llE6ULATIONS FOR THE CONSTR//CTION OF RECLA/MtO WATER .\IA/NS -CARLSBAD MUNICIPAL WATER DISTRICT', OCTOBER 1993 OR AS AAIENOED. 8. All BURIED COPPER PIPING ANO APPURTENANCES SHALL 8£ PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTf/ER IMNNER, Tf/£ DISTRICT £N()/NEER Will CONSIDER AN ALTERNATIVE FORM OF PROTECTION. CIIWO CONSTRIJCT/ON NOTES I. All POTABLE WATER SERVICES SHALL 8£ 1• ANO ALL POTABLE WATER METERS SHALL BE 5/8' /UNLESS OTHERWISE NOTED ON PLANS/. 2. All WATER ,',./ETER BOXES SHALL 8£ 1r·,30·,12· POL'rMER CONCRETE AS IMNUFACTI/RED B'f Af/MORCAST OR EQIJAL. 3. .\1/N/MU!,I SPACING BET!tEEN POTABLE WATER LATERALS ANO SEWER SERVICES Sf/All 8£ 5 FEET. 4, THE TOP OF WATER METE'R BOXES SHALL BE FLUSH W/Tfl THE FIN/Sf/ED SURFACE GRADE. OPUS POINT LOT 1B PLAN IMPROVEMENT P.I.P. 05-11 PROJECT LOCA noN THIS PRO.E.CT IS LOCATED 'I/Ill/IN ASSESsrRS PARCEi. NO. 221-881-12. THE CAUFORNIA COORD/NA IE INDEX DF THIS PRO-EC T IS N I 992 E §1M. SOIJRC£ OF TOPOGRAPHY TOPOGRAPHY SHOMV ON THESE Pl.ANS WAS GEN£RA TEO B'f A£RIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL 5/JRVE'l'S ON .All Y ~ 1991. EXISTING MASS GRADING SHOIIN PER APPROV£1J CITY CF CARLSBAD om;, NO. 409-IA. L£6Al 0£SCRIPllON LOT 18 CF CARLSBAD TRACT NO. 98-10, CARLSBAD RACl"m4 Y, IN THE CIT'f DF CARLSBAD • COUNTY DF SAN DIEGO, STA TE CF CAUFCff/lA, ACCXJRDING TO MAP THEREOF NO. 150T J, FllED IN THE OFF/CE (F THE COIJNTr R£CORO£R DF SAN DIEGO COUNTY. MAY J, 2005 AS Fl/£ No. 2005-0371022 DF DFFICIAL RECORDS. BASIS OF B£AR/N6S TH£ BASIS DF BEARINGS FOR lll!S !,/AP IS THE S(XJlHERI. Y /JNE DF PARCEi. MAP No. 15250, /.£ N 89'45'58• W. REFERENCE Pf.ANS CITY DF CARLSBAf} ORA/lfNG NO.s I09-I, I09-/A CITY Of' OCEANSIDE HIGHWAY, --c .. __ . .r7 ~, ~-I ' \ . '--j . I I OWNER OPUS IIEST CORPORA T/ON, A MINNESOTA CORPORA T/ON -1350 LA Ja.V. VIUACE ORI',( SUITE 110 SAN DIEGO, CA 92121 PHONE· (858) 548-41(/(J /J£V£LOP£R OPUS /i£ST{X¥(P. 4.J!j(} V. -KliA '4LV.CE ORI~ SUIT£ 110 SAN DIEGO, CA 92121 PHONE (858) 546-41(/(J CIVIL ENC/NEER/I.ANO SIJRVEYOR OVA Y CONSULTANTS, INC. 2710 LOK£R A';[NIJE l!l:ST, SUIT£ /(J(J CARL51vlll, CA. 92010 (l60) 931-1100 I ' ' j Cll 0~ VISTA I ~ C , '4-1,,1,v0 SlfE PACIFIC OCEAN ITY I ALOMNl I 0 BUSINESS PARK DR. .. ..- ~-UONSHEAD AVE. \ii,..\---!, </-J] CITY Of' .,..,,·-~"\~ SAN MARCOS 1 / ,./ '-._.../ CITY Of' ENCINITAS VICINITY MAP NO SCALE NOfE!/ OECI.ARAllON OF RlSPONSIBLE CHAR6£ El.£CTRONIC DA TA FllES ARE Fa? REHRENCE I H£RE8 r {}[a.ARE Tl/Ar I AN TH£ ENGINEER OF HGi1( FOR THIS PRO.£CT, THAT I HA~ EXERCISED RESPONS/81.£ CHARGE OVER TH£ OESIC/V ON TH£ PRO.£CT AS DEFINED IN SECT/CW 6103 CF ll/E BilS/N£.SS ANO PRG''ESSIONS COOE, AND Tl/AT THE OESIC/V IS CON51STEN T 'I/Ill/ CURRENT STANDARDS. I IJN0£RSTAND THAT THE CHECK DF PRO.E.CT ORAit!NGS ANO SPECIF/CATIONS BY IH£ CITY DF CARLSBAD DOf.S NOT R£l/£VE ME, AS £NGIN££/? DF illA\'i':; CF I,/ r RESPONSIBI/J TIES FOR PROEC T {}[SICN. 0 VA Y CONS/JI. TAN TS, INC. 2710 LOKER A',,fNU£ IIEST, SUITE 100 CARlSBAO. CAUFCff/lA 92010 (160) Y';YW ~ · DAIE: i//;6r0 EXP. 06/30/06 BENCHMARK: ~[SCRIPTION: STANDARD STREET SURI-E'Y MON/J.\IENT .OCA-ICN: APPROX. 1400 FEET SO/Jllf OF PALOMAR AIRPORT ROAD ON CEN7'£RLINE OF OM [ Y AND ARE NOT TO BE USED FOR HORIZONTAL OR vFJ? TlCAL SURvf'Y CON TROl . CARLSBAD MUNICIPAL WA1ER DISTRICT L~£~/_3//o <- ROBERT J. WOJ R.C.E 3698 DA TE ' DEPU1Y Cl1Y ENGINEER EXP. 06/30/06 WORK ro 8£ OON[ THE /1,/PRO',,f](ENT IKJRK SHA/.1 8£ PERFOR.\1£D IN ACCOROANCE WITH TH£ FOl.10W/NG DOCUMENTS, CURR£NT AT THE TIME OF CONSTRUCTION, AS 0/RECTEJJ 0Y T/IE CITY ENGINEER. /, CARLS81'1J !,/1/N/CIPAl CODE 2. CITY OF CARLS8AO SWIDAROS l T/1/S SET CF PIANS 4. RESa.UT/PN IIOs. 5024 THROUGH 5030 DATEJJ OCTOBER 11, 2001 ANO Tl/£ CON!JiTIONS OF APPROV,4£ FOR PIP 05-IT DATED JWUARr IT, 2006. 5. Tl/£ ST/W[),dj/[) SPECIFICATIONS fVR PW.JC ~ CONSTRUCT/ON (GIIW! EJOOK) Ii SOILS REPORTS AM) RE.C0/,1/,/tNDAT/ONS BY G'lOCON /NCORPOIIA11:.lJ DA11:.0 A/JG/JST 11, 21}(}4 <I /Ml/CH 1, 21}(}5. 1. TH£ SAN DIEGO~ REGIONAL SWIDAl/0 {)fl/jWINGS ANO AS At4r 8£ JIOO/F/EO B'f Tl/£ CITY OF CAI/I.S81'1J SWIDAIIOS. /J. DMRONMENTAl APP!it'k'II. OOCUl,/ENTS r:ATEO OCTOBER 11, 2(J(J/ RES. NO. 5031 9. CARLSB40 ,II. if.O. RUll.S J: R£(l(Jl4T/ONS FOR CONSTR/JCT/ON CF POT.4BI.E, RECfAJM£D ANO SCM:I? SYS11:.MS I.ATE.ST REvlSK)N OF STANDAIIOS AM) SPECIFICAf/0/'IS. 10. STORM IYATER POllUT/ON PRE';V/T/ON PW/ (SWPl'P) BY oll-lr CONSULW{IS, INC, !JATEJJ DECEMBER .9, 20o.5, IY{)/0 ND. ------ NOTE: (XJANTITl£S ARE FOR BOND/NC PURPOSES ONl Y. AC/U4l (XJANTIT/£S U4 Y MIi)'. L£G£NO DESCRIPTION EX/STiNG CURB <I Gl/77EJ? • PEOE5TRIAl'I RAMP TYPE ~'. PUJE.S ffl/AN RAMP TYPE 8'. DWG. NO. " P.C.C. Sf{}[WAU( (4; ........................... . ALIEr-rrPE DRlvEWA Y. . .......................... . EXISTING S7l/££T UGHT .......................•..... EXISTING SEWEii • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING IYATERl.lNE. . . . . . . . . . . . . . . . . . . . . . . • • • • • • • EX/STING CATf V-4l~. . .......................... . EXISTING Bl.CW-<XT VAL VE ASSDIEJl Y. . . . . . . . . . . . . . . . . . . . SYMBOL EXISTING A. V.A.. . . . . . . • . . . . • . • . • . . . . . . . . . . • . . . . ■ £XIS llNG ENDCAP. . • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • £XIS TING FIRE H'fORAN T ASSEMEJl Y. . . • . • . • . • • • • • • • • • . • • • EXISTING REC'fCI.ED WATER .....................•.... EXISTING STORM 01/A/N. &/STING T'fPE ~ ' C. 0 .• EXISTING T'fPE 'F' C. 8. . EXISTING TYPE 8' CURB INLET. . . . . . . . . . . . . . . . . . . • . . • . . 6' SDYER IATEllAL (PRM,lf) . . . . . . . . . . . . . . . . . . . . . . . . . . 11• P. V. C. IYATERl.lNE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • -II'-- a• G4/E f'AI.~ J: V,4l~ BOX AS,EJ,/EJlY .•...•.• .C.Jl.if.0. W-16. • • • -W--- CONCRETf 1//R(JST Bl.OCK. . . . . . . . . . . • . . . . . . . . . . . . . . -lfA'li ... [X)(JBI.£ {}[TfCTOR CHECK VAL~ ASSEMBLY (OOCV) . .C..11.W.D. lf-22. -lf_.J;"" .... FIRE HWRANT ASSD/BL r (3-WAY). . . • . • . • . .c..11. w.o. w-12. . ---w-T- 2• WA ll.R ME.11:.R •••••••••••••••••.• .C.,11. W.D. W-4 ..... . 2• BlCII' <Fr. . . . . . . . . . . . . . . . . . . . . .C.,11. W.D. W-6. . . • . . REC'fCI.EO WATER 1• ,VETER BOX (1 1/4' SERw:E) .. C..11.W.D. W-4 ..... . ~'::ift r1:=ENCIIE//u':-s) ............... . • AS .'.IODIFIED er CITY OF CARf.SBA!) ST/W[),dj/[)S FOR PIJEJUC //,/PROV[},(£NTS " SlJRStJ UN/.£55 NOTED OT/IERWISE. --0--- a-0 DESIGNED BY: A.V. DATE: DRAWN BY: T.G., G.M., G.E.C. SCALE: QUANTITY I EA 169 IF I EA 3 EA I EA I EA I EA I EA I EA DEC 2005 NS. SHOWN C~/~~TS PROJECT MGR.: K.'#.H. JOB NO.: 05-1130 2T C Loker ,1,,enue ll'est Civil Engineering Suite 1 JO Pl<Jnn,ng - :?f.2.z=_ Carlsbad, California 9201C Pro<...,,::;sin<:i DATE:!//~~ 760-931-77Cl0 Sur,,e:,.;r,g Fcx: 760-931--8680 www .odayco n s,.11ta nts. c arr, W.fl'INSEN RCE: 60223 CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS _}4{ .t---1{/4J1 NO. Of F.H.(S): 2 F.FLCW: 1,500 G.P.M. OUT OF 1 F.H. BLDG,RINKLED '1£S ..... F.FLOW: 2,500 G.P.M. RCE 60~2 3 EX p -~P,Lf'.d DAlE FIR< MARSH, c \-11;_._ ?/~~w-REtED BY: ~ t~{L ~~ IZ,«o/r'p1--NSPECTOR DTE I s~/ET J CITY OF CARLSBAD I SHJ'S I ENGINEERING DEPARTMENT ~ /!tfl'ROVDIENr Pf.AN FOH: OP/JS POINT LOT 18 APPROVED· GLE~N ".1-101,!AS PRLIM ,31"' -----------------------· I-------------------,Aer,-e:~~-¾P'"'~ El CAMINO REAL RECORD FROM NORTH CO/JNT'f 1-E'RTICAL CONTROL DATA R-1800 308+l6 [LEVATION: 291.25 M.S.L. JA"UM NCW 1929 ~/4-6/00 DATE INITIAL /1'\)5. h,, /f5 ENGINEER Of '//ORK 1;\0511.30\~Y.lA:01.d·Ng ¾>r ,a 2.005 1:57pm :(refs: 0530A1; 0530\/1C REVISION DESCRIPTION Cl IY ENGINEER PE 5lr EXPIRES 9-30-07 ) TE DWI\ BY· _ PROJECT NO. JRAWING NO. DATE INITIAL DATE INITIAL CHKD BY ~ 01HER APPROVAL aTY APPROVAL RVWCJ 3v: _ PIP 05-1 f 435-8 ' 051706 o' 60' ---- SCALE: 1· = 60' Lor 28 10· 1.5' 5.5' LOT22 26' 72' e LOT 21 R/lf 26' 10' 5.51 4.5' /.S' r-, __ \ ~~'j.. ~-a""2l~~~~2x~::z:q~~~~~2,r~~ 2x 1L--.-,.. ~~ . . . ~, . . . ~ ~..,,., -11-0.s• {T~) f:XIST. 6" P.C.C.J\_,XIST. 4• P.C.C. NOTE!/ El.ECTRON/C OA TA fllES AR£ FOH REFERENCE ONLY ANO ARE NOT TO BE I/SEO FOR HORIZONTAL OR VERTICAL SVRVEY CONTROL ©2006 O'Day Consultants, Inc. CURB ,t CUTTER SIOE:WALK E:XIST. A.C. PVMT. 0',1£R ACCRECATF BASE PE:R OWC. 409-1 EXISTING UONSHEAO A VE: eueuc NO SCALE C~TS 2710 Loker Avenue West Civil Engineering Suite 100 Plonning Carlsbad, Callfarnla 92010 Processing 760-931 -7700 Surveying Fax: 760-931-8680 www.odoyconsultants.com LOT 20 DESIGNED BY: A,'J.. Lor 27 OPEJV E/PACE KEY MAP SCALE: 1• a 60' DATE: DEC 2005 DRAWN BY: T.G., G.M. G.E.C. SCALE: >S SHOWN PROJECT MGR.· K.W.H, JOB NO.: 05-llJ!! ENGINEER OF WORK: a~ DATE: f )4/~ - KEIIH W. HANs'EN RCE: 60223 SICNINC & STRIP/NC NOTES: f. TH£ CONTRACTOR IS RESPONSIBI.£ FOi? INSTAl.lA TION (T All SIGNING ANO STRIPINfl. 2. All SIGNING, STl?/PING ANO PA IO.IENT MARKINGS SHAU CONF(.1?11 TO TH£ FBJERAL HIGHWAY AOIIINISTRA TlON {FHWA) NAN/JAL ON UNIFORAI TRAFF!C Ca-I/Ra. !J£WES {l,IUTCO) 200J EDITION AS Al.l£NIJE[) BY TH£ MI/TCO 200J CAUFORN!A S//PPIBIENr; TH£ CAL TRANS STANDARD SPEC!RCA TIONS (2002 CKf LA !EST '.ERSION THERE(Fj, 1ll£!E Pt.ANS ANO TH£ SPECIAL PROVISIONS. .I All SIGN/NC ANO STRIPING IS S/JB.ECT TO TH£ APPROVAL IT TH£ P/JBl/C IKlflKS DIRECTOR OR !HS REP/1£SENTA Tl'A:, PR/CR TO INSTAI.J.A TION. 4. ANY !J£1//ATION fi/0/I 1ll£!E SIGNING ANO STRIPING PLANS SHAil 8£ APPROl£0 BY TH£ £NGIN£EH (T IIORI( ANO PIJBIJC IID'iY(S DIRECTOR PRICR TO ANY CHANGE IN TH£ F!£I.O. !I All STRIPING SHAil. BE R£Fl£Clll£ PCH CALTRANS SPEC!flCATIWS. STRIPING SHAil 8£ REPAINTED lJIQ l+W(S AFTER INITIAL PAINTING. 6. All SIGNArl£ SHAil. 8£ R£Fl£CTII£ PCH CALTRANS SPEC/flCATIONS ANO SHAil USE ENCAPS/JlATEO LENS R£Fl£CTJ',1£ SHEETING {HIGH INTENSITY OR £(}(JAL). 7. PRICR TO RNAL ACCEPTANCE (T STREET IAIPRO"IDfEN~ All STREET STRIPING ANO MARKINGS llfTHIN A soo· PEl?IAIETER IT TH£ CONSTR/JCTIW PRO.ECT Hfl.J. BE RESTOREIJ TO A "UK£ NEW" CONDITION, IN A MANNER MEETING TH£ APPROVAL (T TH£ CITY INSPECTOR. 8. EXACT LOCA TlON (T SlRIPINC ANO STOP UIIIT 7JNES SHAU BE APPRO/IEO BY TH£ PIJBIJC IWJRKS DIRECTOR OR !HS REPRESENTATl',1£ PR/CR TO INSTAl.lATION. 9. CONTRACTOR SHA1..l REJI0',1£ All CONflJCTING PAINTED UNES, MARKINGS ANO PA '81ENT LEGENDS BY GRIND/NC. OEBR/S SHAil BE PROI.IPllY REJIO/IEO BY TH£ CONTRACTOR. 1a All PA ',1£1/£NT LEGENIJS SHAil BE TH£ LA !EST '.ERSION (T TH£ CAL TRANS SlENCILS. If. 1./J,1/T UNES ANO CROSSWALKS SHAil BE R£UJ LOCATED. CROSSWALKS SHAil. HA',1£ 10' INSl!J£ DIMENSION UNLESS OlHERHISE SPECIFl£0. 12. All CROSSWALKS. UIIIT UNES. Sra> BARS, PA ',1£1/£NT ARROWS ANO PA V£/IDIT LEGENDS SHAil 8£ TH£JIJ,f!RASTIC UNLESS OTH£RHfSE SP£Clfl£0. I.I. FIRE H'/DRANT PAV£/IDIT MARKERS SHALL CONFORAI TO TH£ WTCO 200J £D/TIW AS AI.IENOI:]) BY TH£ 200J CAIJFORNIA S/JPPl£A/£NT ANO SAN DIEGO REGIONAL STANDARD DRAl/fNC ll-19. 1'#. All MEO/AN NOSES ANO FlARES SHALL BE PAINTED YEl.l..OW. !!I All SIGNS SHAU 8£ ST.4NOARD 9ZE AS SHOJIN IN TH£ M/JTCO 200J EOITIW AS AA/ENDED BY TH£ 200J CALIFORNIA S/JPPl.£/l£NT UNLESS OlHERHISE SPEClfl£0. 16. SIGN POSTS SHAU 8£ S(}IJARE PERFORATED Slffi Tl/BIN(; llfTH BREAKAWAY BASE PER SAN [)(£GO REC/WAL STANl)ARI) DRAl/fNG 11--15. 17. WHEN A SIGN IS ATTACHED TO A P{l£, IT SHAU El£ MOIJNTEO /JS/NG A ST.4Nl)AR0 CITY (T CARI.SBAO APPROVED MOIJNTINC BRACl<U llfTH STRAPS. 18. EXISTINC SIGNS REAIO/IEO BY TH£ CONTRACTCW SHAil BE DElJ',€f/EO BY THE CWTRACTOR TO TH£ CITY (T CARl.SBAD PIJH.IC JIDlll(S YARI) AT /OS OAK A J.£NIJE. 19. ALL SIGNS SHOJIN ON 1ll£!E Ff.ANS SHALL BE NEW 9GNS PROWJEO ANO !NSTALJ£D BY TH£ CONTRACTCW EXCEPT THOSE SIGNS SPEC/flCAll Y SHOJIN AS DUSTING TO El£ RfI.OCA TEO OR TO R{J.(AIN. 2a (IF NECESSARY} WHERE Rl-7 SIGN AN{) Ol,ff-J 08.ECT IIARK(R ARE TO El£ INSTALLEO IN A 2-FOOT llf0£ AIElJIAN NOSE, TH£ R,f.-7 SIGN SHAil BE 18"x21" ANO THE 01,11-J 08.ECT NARKEH SHAil 8£ 12"x12: Lor 17 EASEMENTS OF RECORD LOT 19 SHEET INOEX SH££T NO. 0£SCHIPTION I NOTES ,t VfCINITY WtP 2 KEY At-IP, rtPICN.. SECTIONS. ,t 0£TAILS J /YATER ,t SEWER PLAN "AS-BUILT ,. 4t t--~ 11/441 I • P.E. 602.?..3 EXP. ~ /.;a L0/3 i 7 DATE RE-ZD BY: a.. • J .Id ~- !~SPECTOR 1;A1J~, ' DATE BENCHMARK: DESCRIPTION: STANOARO STREET SURVEY MON/JMENT LOCATION: APPROX. 1400 FEIT SOI/TH (¥" PALOMAR AIRPORT ROAD ON CEN"fERUNE (¥" £l CAMINO REAL RECORD FROM: NORTH CO/JNTY VERTICAL CONTROL DA TA R-TBOO 308+76 ELEVATION: 297.25 M.S.L DATUM: NGvD 1929 P.T.R. l1E1I ('/· LOT l 4 9 10 17 18 19 24 25 26 6 18 11 - 11,,10, //\Ac-b .. ;I.J.5 , ' DAlE INITIAL 'XH/Bff N, tt& tt/2\ t/3\ ·& ·& '& t£ t~ t&i •• Ad\ • Ai\ t,ii1 ·& ZE,;v~SEMENTS PEN PREllll/NAKY Till£ RF.;PC'RT BY CHICAGO Till£ ClM"ANY, NO. 5J010757-/Jf.J, DA TFJJ NO'.fJIB£R 10, 2005 £AS£M£NTS / £NCUMBRANC£S: Pt/RP.OS£ REFERfNCE / Q4"fE ROAD MAINTENANCE ACREEJ,(£NT F /N 78-076066 O.R. 7£RIIS. CONOITIONS REC. FEB. 21, 1978 RECIPROCAL £A5EA/£NT ACl/illlENT F/N 200J-070T7T7 0.R., REC. J/JNE /.J, 200J RECIPROCAL EASl:JIENT ACREEMENT F /N 200J-088489J 0.1?, REC. .M. Y 2-4 200J AB/JTTEll's RIGHTS CT A/Xl:5:S" PER CARlSBAO CT 98-10, AIAP Na fSO!J R£/JNQIJISH£0 (SEE LEGEND) SICHT DISTANCE CORRIOO/? PCH CARl.SBAD CT 98-10. NAP NO. ISOfJ SICI-IT DISTANCE CORRl1XW RECITAL PCH CARLSBAD CT 98-10, NAP Na /SOTJ COVENAN~ CONDITIONS ANO F /N 2005-0917/rH 0.R. REC. OCT. 2-4 2005 RESTRICTIONS/GRANT omJ LOTS ~ 6 ,t 18-25 COJ.£NAN~ CONDITIONS ANO F /N 2005-09586/T O.R., REC. NOV. .J, 2005 RESTRICTIONS S/r;N AREAS. STREET LANDSCAPING F /N 2005-958611 O.R. REC. NOV. .J, 2005 AREAS INSPECTION ANO ENFORCE- A/ENT ANO RE-ENTRY SEHCH PIPEl..lN£ ,t APPIJR"fENANCfS F /N 86-#1919 O.H. REC. OCT. ~ 1986 STORAI DRAIN EASEAIENT PER CARLSBAD CT 98-TO, NAP NO. 150/J NOTIC£ (T RESTRICTIW W F /N 200,f.-0/09891 O.R., REC. FEB. 11. 2001 R[AJ. PRrY'ERTY P/?f¥'0SED 20' Pl/lJUC WA l£RiJN£ PRIOR TO CRfi1fij_/'0?~T • ~ -.,-EASl:JIENT TO CJIIKJ /AIS"?: ~. ,;;oof,, -04'f{, 'r /ti, l¥SPOSIT10N TO REIIAIN TO REMAIN TO REAIAIN TO R{J.(AIN TO REAIAIN TO REAIAIN TO REAIAIN llJ REIIAIN TO REIIAIN VACA"fE TO REAIAIN TO REIIAIN } PROPOSED • SHOJIN ON THIS Sl/R'.1£Y ~ . & ..... ,. NOTE: EASl:JIENT TO BE ABANOa-lED BY SEPERA "fE OOC/JAIENT AFTER SE/IE/? M1t11Y ,,_lE. t NOTE· EXACT lOCA TION CANNOT BE PLOTTED. tt NOIF: £ASOl£NT !)(FS NOT AFFECT ANY PORTION CT THIS LOT. I siET I CITY OF CARIBBAD ENGINEERING DEPARThlENT ll/PHOV£1,1£NT PWf ~ OPUS POINT LOT 18 APPROVED: GLENN TI-IOMAS PRUIM JY' I SHJTS I /4 .Co: ,e:/ -~-.... :.s CITY ENGINE~ PE e -,. EXPIRES 9-30-07 .5/lf/6e. Dill DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. OWN BY:~ CHKD BY: PIP 05-11 ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL RVWD BY: 4.JS-8 I: \OS!UD\053CIAI02.dwg Apr 18, 2(){)8 1: 46prn Xreft; 05J0AGRO; 05307Ull.; 97J5ASTR; 97J5AUAP; 05X\AUll: 05j0Af: 0SJ0AUN' I I . ) -----------···---··---*-~',-: _,, ___ ---...... -··-··-----··· ------------~*i:c·=:l·-c==l· =-.:C,f:, -cc-,,:J·~ ,_._g_. ·*'A£~~~~~tl~g~§.cJ: -~·-fu::_jg~~-f=.gf.~$=4' --,----· --_:_:r -__ _ ~~~~~§ _f:E1-=f==-'t=t=.=¥¼=-=+1-=-1=_£=.j.~~-· ~-1==-±=c.:.±_c± __ =_ -l=c-_ -·-·..1-. ----------------· •=£=£=-±'='£ ::.:: -:.:: = - ··---·----------------- l --· ··-----· ------· ., . --·-. ---·-·· . . ------. --------· -·· ... -· ... --------- --= --_:--::.~-::1:::-..-.::-::~ ~:-::~ -_----~-.:._-_. -·---··· . =cc: "=• =" ~,-_•f=rcl=E:E. _ -::-0 '.·=: "-,.w_ "-""'" ;,,._o _ -- -·-------· ·----·----···--. --------------------- 7 8 9 10 \ SCALE: 1 • = ,//J' DESIGNED BY: __,.,.A,V.._. __ DA1E: DEC 2005 NOTE!/ --- - ~: :=::<i --~=~: ::;;.-:. -~ -~-:: . -:-~----__ -::= _----=·--: ---. ---· -·-. -----. -+-=+=-4=4=4 --------·-· -------·· -·----· ------- -J,wcE==co:==t=-'1=+"' t*~~fc"i~~~§::=f:cf:::c-=-FF'=l3.._cc~=-:: -.-,---... --------_,· -, - --, -, - ---· ··---·-------- -,------' ·-· .. --·--.. ---. ------·-------,--·-~--··----. ·----·· -----·. ---.. -- O' 10' 40' 20 SCAl£: 1• = 40' 7 BO' WA T£R DA TA {WATERLINE ~ ') NO DELTA BEARING RADIUS LENGlH I 2 5 N 8J'2!J'/8" £ N 06"J0'42' W N 5J'50'21' W N 5J'50'21' W N 08'50'21' W 10.00' 98.74' 11.20' 6.00 ,/J.08' REMARKS /J' PVC ~ CL 200 HC 700 • • • • • • • "AS-BUILT " BENCHMARK: DESCRIPTION: Lor 19 El..ECTRONIC OA TA F1lES ARE FOR REFERENCE ONl.Y ANO ARE NOT TO BE //SEO FOR HORIZONTAL OR 'OT/CAL SURVEY CONmot.. DRAWN BY: T.G., G.M., G.E.C.SCALE: 1• = 40' PROJECT MGR.· K.W.t-1. JOB NO.: 05-1130 /4h- 1------~-------~ P.E. 602:2.:J EXP. 6/30/oe, I I LOCATION: DATE STANDARD STREET SURVEY MONUMENT APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERUNE OF ©2006 O'Day Consultants, Inc. 2710 Loker Avenu• West Suite 100 Carlsbad, California 92010 760-931-7700 Fa11: 760-931 ·-8680 www.odayconsultants.com Civil Engineering Planning Processing Surveying ENGINEER Of ~~.K~: /H/ ~ DAn:::1,fr/4 ~--"cc--'------=RCccE=.:.=6-,02'-2~3 RECORD FROM: • ELEVATION: EL CAAi/NO REAL NORTH CO/JNTY' VERTICAL CONTl?CX. DA TA R-1800 308+76 297.25 M.S.L DATUM: NGl,,fJ 1929 o' 1o' 40' --- -5 20 BO' SCALE: , • = 40' PLAN -SEWER {LOT 18) SCA/£: 1• = ./IJ' NOTE: All STAllONING REFERENCES l/ONSHEAO A 1.£ OR CENTERUNE AUGNMENT ! t---+---+---------1--+---4--__J_____J fsH[frl CITY OF CARLSBAD L_Lj ENGINEERING DEPARTMENT I SHJTS I -bui Ifs OAlE INITIAL OAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL l:\051130\D530AJD3.d.w; Ap, 18, 201'.lS 1:47pm Xret.: IJ5J07Ull.; 97J5AGRO: 053Da9nt 97J5ASTR; 0530outl; 05J{Bl.1Tl,; 05JOBGRD; 05JOAI; 053DAMAP; 05JDBMAP; 05JDAPRO; teJ0AUll-11: 9735AUll WATE/1 ~ SEW(:11 Pf.AN FOIi: , OPUS POINT W.4T£RLIN£ ~ I it S£W£R APPROVED: GLENN THOMAS PRUIM 31'" ~A'."S;!!~<~•~-&z.~~~;..LH¼=~·~:.-i=.~·~----s/'f/~4 CITY ENGINE:ffi T~4EXPIRES 9-30-07 DAT( DWN BY: CHKD BY:~ RVWD BY:~ PROJECT NO. PIP 05-11 DRAWING NO. 435-8 I r , ' ,, , --:1 051706 '