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HomeMy WebLinkAboutDWG 405-6; CT 01-03; CALAVERA HILLS VILLAGE E-1; 01-12GENERAL NOTES I. THIS PLAN SUPE/1S£DES ALL OTHER PLANS '3/IEVIOUSLY -VfD BY THE CITY OF CA/lt.S8AO IIEGARDING lll'IIOVEIENTS SHUIM ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN 0/1 WAIVE ANY PO/IT/ON OF THE CARLSBAD MINIC/PAL CODE, IIESDWTION OF CDIIOITIONAL APPIIDVAL, CITY STANDARDS DR OTHE/1 ADDITIONAL OOC/JENTS LISTED HEREON AS THEY !lolY PERTAIN TO THIS PROJECT. THE ENGINEE/1 IN /IESPONSIBLE CHARGE SHALL REVISE THESE PLANS ~EN NON-CONFORMANCE IS DISCOVE/lfD. 3. CITY APPROVAL OF PLANS D0£S NOT RELIEVE THE DfVELQPER OR ENGINffR- OF-WDRK FRCM RfSPONSIBILITY FOR THE COIIRE:CTION DF fRRQRS ANO CIIISSIONS DISCOVERfD DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PRCtl'TLY SU&IITT£0 TO THE CITY fNGINEE/1 FOIi APPROVAL. 4. A RIGHT-OF-WAY PERAIIT FRCM THE CITY ENGINE:ER WILL BE 11EOUl/1ED FOIi ANY llllRK IN THE PIJBLIC RIGHT OF WAY. PIIIOR TO PfRMIT ISSUANCE, A CEIITIFICATE DF INSURANCE /,II/ST BE FILED NAMING THE CITY DF CAIILSBAD AS AN ADDIT/rJHAL INSU/lfO ON THE PE/11,f/TTEE'S POLICY IN THE MINIIIW NJOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY, TH{ INSURANCE CCtl'ANY Ml/TING THE POLICY WST HAVE A RATING Of "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY IIATING GUIDE. 5. NO lll1RI( SHALL BE COlrlENCED UNTIL ALL Pf/11,f/TS HAVE BEEN OBTAINE:D F11<11 THE CITY AND OTHE/1 APPIIOPRIATE AGENCIES. 6. REVISION DF THfSE PLANS MAY BE REQUIRED IF TH£ l'ROPOS£D lll'RQVEIENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEM£NT. 7. NO REVISIONS WILL Bf MADE TO THESE PLANS WITHOUT THf 1111/TTEN -VAL OF THE CITY ENGINEfR, NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. IJ. OR I GI NAL DRAWi NGS SHALL BECOME THE F'f/OPERTY OF THE CI TY UPON BE I NG SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE llfVISED TO /lfFU:CT AS-81/ILT CONDITIONS BY THE ENGINEER-OF-M!IIK PRIOR TO FINAL ACCEPTANCE OF THE llt1RK BY THE CITY. 10. ACCESS FOR Fl/If ANO OTHEFI IJERGEIICY VEHICLES SHALL BE 161/NTAINfD TO THE PROJECT SITE AT ALL TIIES DURING CONSTRUCTION. II. ffRE TllfNCHES A/If WITHIN CITY EASE!,ENTS. A SOILS REPORT CCtl'RISED OF: /Al SI.Ul4RY SHEET, (BJ LABORATOIIY WDRK SHEETS ANO (CJ COMPACTION CURVES. SHALL BE SUBl,//TTEO BY A PROFESSIONAL ENGINEE/1 OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELO OF APPLIED SOILS IECHANICS. THE SOILS llfPORT WILL BE SUBIIIITrrD TO THE CITY ENGINEERING INSPECTOR WITHIN Tllt1 WORKING DAYS OF Cot.f'LETION OF FIELD TESTS. THE "1/ITTEN FIELD COMPACTION REPOIIT(SJ SHALL BE /1,1,£0/ATELY SUBMITTED TO THE CITY ENGINEERING INSPfCTOR UPON Cot.f'LETION OF THE FIELD TESTS. 12. A Pf/fCQNSTRUCTIQN IEETING SHAii BE HELQ AT THE SITE PRIOR TO TH£ BEGINNING OF lll?RK ANO SHALL BE ATrrNDEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPfRV/SION, TfSTING ANO ALL OTHE/1 ASPECTS OF THE '1/DRK. THE CONTIIACTDR SHALL SCHEDULE THE IEETING THROUGH THE PERl,IIT CLERK/760-602-2740/ AT LEAST FIVE/51 WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORAWINGS WST BE AVAILABLE PRIOR TO SCHfDULING. 13. ALL INSPECTION IIEOIJESTS OTHER THAN FOR PR£CONSTl1f/CTION IEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION llfOUEST LINE AT (7601 43B-3891.INSPECTION IIEQUfSTS MUST BE RECEIVED PRID/1 TO 2,00 P.11. OIi THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE !lolDE THc NEXT WORK DAY UNLESS YOU llfQUEST OTHERWISE. REQUESTS MAOE AFTER 2,00 P.1,1. WILL BE SCHEDULED FOR 7111) FULL WORK DAYS LATER. 14. THE rMIIER AND/OR APPL /CANT THROUGH THE OEVELMR ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND !lollNTAIN ALL SAFETY DEVICES, INCLUDING SHO/IING. AND SHALL BE SOLELY RESPONSIBLE FOR CONF0/11,/ING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS AND IIEGULATIONS. 15. THE CONTRACTOR SHALL CONF0/11,/ TO LABO/I CODE SECTION 6705 BY SU8IIITTING A DETAIL PLAN TO THE CI TY ENG I NfE/1 AND/OR CONCfRNED AGENCY SHOW/ NG THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIONS TO BE MADE OF WOIIKE/1 PROTECT/ ON FROM THE HAZARD OF CAVING GROUND DUR I NG THE fXCAVATION OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. TH IS PLAN l«JST BE PREPARED FD/1 ALL TllfNCHES FI VE FEET I~' / OR IIIPE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE Pf.AN VARIES Fl1<1ot THE SHORING SYSTEM STANDARDS ESTABLISHED BY Tl[ CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA AOl,/INISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AN ENGINEER AT THE CONTRACTDRS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT I/UST BE SUBl,/ITTED TO THE INSPfCTOR PRIOR TO EXCAVATION. 16. IF ANY AACHAEOL06/CAL RESOURCES ARE DISCOVERED WITHIN NIY llllffl( ZONE DURING CONSTRUCTION, OPEIIAT/011S wt/I CEASE IY,:Q(ATELY, AND THE PfRMITTEE WILL NOTIFY THE CITY ENGINEE/1, OPfRATIONS WILL NOT /lfSTART UNTIL THE PERMITTEE HAS RECEIVED "1/ITTEN AUTHORITY FR(l,f THE CITY fNGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE Sil! OIi ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPA/1TIJ/1E OR OPERATION OF TRUCKS, EART/IIOVING EQUIPMENT, CONSTIIUCTION EOUIPIIENT AND ANY OTHER ASSOCIATED GRADING fOUIPIENT SHALL BE LIMITED TD THE PERIOD BETWEEN 7,00 A.II. AND SUNSET EACH DAY, &IIJNDAY Tl/RU fRIDAY AND NO EART/IIOVING OR GRADING OPERA Tl ON$ SHALL 8E CONDUCTED ON WEEKENDS OR HOL 'DA rs. I A LI ST OF C' TY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPA/ITIENT COUNTER./ 13. ALL OFF-SIi! HAUi. ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TIii) FULL MJRKINC DAYS PRIOR m BEGINNING OF WORK. Tiff CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS DR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STRffTS AS A f1[SULT OF THE 6/IAD I NG OPERA Tl ON. 19. NO BLASTING SHALL BE Cr»EIIC£D WITHOUT A CITY E:NGINE:ER APPIIOVED BLASTING PROGRAM. 20. THE EXISTENCE: AND LOCATION OF UTILITY STRUCTUf!fS AND FACILITIES $"'11/N ON THE CONSTRUCT/ON PLANS IIE1!E OBTAINfD BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE E:X I STENCE OF DTHfR UTILITY FACILITIES OR STRUCTURES NOT SHfMN OR IN A LOCATION 0/FFERENT FRCM THAT SIICMtl ON THE PLANS. THE CONTRACTOR IS llfOUIRED TO TAKE DUE f>IIECAUTIONARY IEASURES TO PROTECT THE UTILITIES SHCfrl!N ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHCfrl!N. 21. THE CONTRACTOR SHALL VERIFY THf LOCATION OF ALL EXISTING FACILITIES /ABOVEGROUND AND UNDERGROUND/ WITHIN THE PROJE:CT SITE SUFFICIENTLY AHEAD OF THf CONSTRUCTION TO PfRJIIT THE IIEVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARf IN CONFLICT WITH Tiff PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY CCJ/PANIES (SEE BE:LIJW/ AT LEAST Tllt1 FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NfA/1 THEIR FACILITIES AND SHALL COORDINATf WORK WITH A COll'ANY REPRESENTAT/Vf. UNDERGROUND SfRVICE ALERT SDGBE PACIFIC BELL ADELPHIA CABLE CIJMJNICATIONS CITY OF CARLSBAD/STREETS AND STOIMI DRAIN/ • CARLSBAD l«JN IC I PAL WATER O I STRICT /WA TfR, Sfflf/1, IIW/ • SAN DIEGUITO WATE:11 DISTRICT •LEUCADIA COUNTY WATER DISTRICT •VALLECITOS WATER DISTRICT •DLIVENHAIN WATER DISTRICT •BUfNA SANITATION DISTRICT • AS APPflOPR/AT[ (300J422-413J I 800 I 660-7343 (800/892-0123 (760/438-7741 (760/434-2980 (760/438-2722 (760/633-26/iO /760/753-0155 (760/744-0460 (760/753-6466 (619/ 726-1340 STREET NO'Ifil! I. ACTUAL S171UCTURAL SECTIONS WILL BE DETERMINED AFTE:R •rt• VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENG I NEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIE,O SOIL MECHANICS, ON THE PREPARE:D BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEfRED STRUCTURAL SECTION MUST BE SUBl,/ITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TMl (21 CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUIVD CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT ALLOWED. FOUNDATIONS WILL BE ALL LUI.IINAIIIES SHALL BE ·cur OFF" TYPE. 3. ALL UNOERGl10UND UTILITIES AND LATEl?ALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTEIIS OR SURFACING OF STREETS. 4. STORM 01/AIN PIPf SHALL BE REINFORCED CONCRETE PIPE WITH A 11/NIMfM 0-LOAD OF I ,350 OR ASBESTOS CEMENT PIPE WITH A MINl/,11/1,/ 0-LOAD OF 2,000. FOi' PRIVATE STORM 01/AIN PIPfS. UP TO 15" PVC MAY BE UTILIZED PROVIDED t•EPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PEI? SDRSD S-4 TYPE "C" AND PIPE IEETS ASTII STANDARD 3034 FOR SOR 35 SOL ID WALL PIPE. 5. 'MIERE: AN EXISTING PIPE LINE IS TO BE ABANOON£D IT SHALL BE REMOVED WITHIN lll'f1HY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY C10Af'ACT£D SOILS. Ill OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. i'rf/EELCHAIR' RAl,f'S SHALL BE INSTALLE:D PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL .BE PLACED IN THE STREET WITHIN THE LIMITS OF 11tORK OF THIS PLAN PER SDRS D""3 M/9. 9. ALL SURVEY MONIMENTS AND POINTS THAT ARE OISTUR8ED BY THIS llllRK SHALL BE RE-ESTABLISlffD, PfRPETUATED, AND DOCMNTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. Tllt1 /21 SETS OF SURVEY (CUTI SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. WATER NO'tES..: 1. WATER MAIN ANO APPURTENA'NCES SHALL SE CONSTRUCTE:D IN ACCORDANCE WITH THE "CARLSBAD RULES ANO REGUlAnONS FOR THE CONSTRUCnON OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN DICAVAnON PERMIT FROM THE DMSTON OF INOUSTfflAL SAFETY AND PROVIDE PROOF OF OSHA NOnFICATION BEFORE ANY EXCAVAnON ANO SHALL ADHERE: TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXIST1NG C.M.W.D. UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M. w.o. omCE AND MUST BE SIGNED ANO APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONS1'RUCOON CONFERENCE ME:E:TING SHALL BE HELD A MINIMUM OF SEVEN {7} DAYS BEFORE CONSTRUCnoN BEGINS. CONTACT CITY OF CARLSBAI) ENGINEERING DEPARTMENT ([760} 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOT1FY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS Pf?IOR ro STAl?TING WORK so THAT INSPECnON MAY BE PROV/Df"D -TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWfD IN THE WATE:R LINE EASEME/ff. .ALL EXISTING TREES AND STRUCTURE SHALL BE REMOVED PRIOR TO COMMEl'ICEMENT OF WORK -ANY EXCEPI/ONS SHALL REQUIRE WRITTr:N PERMISSION FROM THE OISTR1CT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPERIOI/INER CONDUCTS A SOILS TEST REPORI" AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF P,~OTECnON. 8. Tiff EXACT HORIZONTAL AND VERTICAL ALIGMENT AND TYPE OF MATERIALS OF THE FI RE LI NE LOCATED BETV,f;EN THE DI RECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLA/A/ED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THf CONSTRUCTION OF RECLAI/.IED WATfR MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED. AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHF.:R MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTEIINATl'lf FORM OF PROTECT10N, 10. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE: WATER ME:TERS SHALL BE 5.18" (UNLESS OTHERWISf NOTED ON PLANS/. 11, ALL WATER /JITF:R BOXES SHALL BE ARI.IORCAST. 12. MINIMUM SPACING BET'IEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 13. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH 11-IE FINISHED SURF A CE GR'ADE. "DECLARATION OF RESPONSJRJ,E CHARGE" I HEREBY DECL,IRE THAT I AM THE ENGINEE/1 OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISE/) RESPONSIBLE CHARGE OVER THE DESIGN OF Tiff PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODf, AND THAT THE DES I GN IS CONS I STENT WI TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF C,IRLSBAD DOES NOT RELIEVE IE, AS ENGINE:ER OF llllRK, DF IIY RESPONSIBILITIES FOR PROJECT DfSIGN, FIRM, HI/NSAKf!I /I ASSOCIATES ADDRESS, _J O I 79 HUENNflITTIS AVE CITY, ST., SAN Qlf:GO C4 TELE~E.· JBPB1 558-4500 BY, .L..4< --.d~,t: RAYMOND L. MARTIN DATE, P. E. NO. ; .Jl,,._Cf.._,4"'B.,_6_,_,70.__ ________ _ EXP I RAT I ON DATE, _...6/~3~0~104=. _______ _ SOURCE OF TOPOGRAPHY THE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY IN JANUARY, 1999 BY SAN-LO AERIAL SURVEYS. THE TOPOGR~1PHV SHOWN HEREON CONFORMS TO NAT I ONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR' THIS SURVEY IS THE WESTERLY LINE OF GLASGOW DRIVf AS DEPICTED ON PARCEL MAP NO. 16233. l.t. N 18'36'34" W ENGINEER'S NOTES I. NEITHER THE OWNER, NOR THE ENGINfER OF v.t!RK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONF011MING TO ALL LOCAL, STA TE AND FEDE/I AL SAFETY AND HEAL TH STANDARDS, LAll'S ANO REGULA Tl ONS. 2. CONTRACTOR HAS SOLf AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIOl'/S DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 11-115 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMrllFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCfPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 3. Tiff CONTRACT0/1 IS /lfSPONSIBLE TO INSURE THAT ALL SLOl'tS, STREETS, UTILITIES, AND ST0/11,/ DRAINS A/If BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE 00/NG ANY IIORK BY CALLING THE ENGINEER OF lll?RK AT /858/5/!8-4500. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MIGHT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (GRAVEL BAGS, HAY BALES, TEMPORARY DESILTING BASINS. DIKES, SHORING, ETC. I UNTIL SUCH Tll,/E THE PROJECT JS COlof'LETED AND ACCEPTED F0/1 MAINTENANCE BY THE OWNER. 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN HE:REON WERE OBTAINED BY A SfARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOI/IN ON THESE PLANS. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND VE:RIFY THE HORIZONTAL ANO VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE WORK. 'MIETHER SHOWN ON THE PLANS OR NOT. SPECIFIC ATTENTION SHALL BE oWIOE IN AREAS WHERE THE PROPOSED IMPROVE/.IENTS MEET EXISTING. CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK OF ANY DEVIATIONS PRIOR TO ORDERING MIITERIALS FOR THE PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISION TO THESE PLANS IF AS-BUILT LOCATION OF EXISTING UTILITIES IIEQUIRE CHANGES TO THE DESIGN. /5. CONTRACTOR SHALL TAKE PRECAUTIONARY ME:ASURES TO PROTECT EXISTING ABOVE GROUND AND UNDE:RGROUND IMPROVEMENTS SHOWN HEREON AS 111:LL AS EXISTING UTILITIES NOT SHOWN HEREON. CONTRACTOR SHALL IIEPAIR OR REPLACE ITEMS REQUIRED TO REMAIN IN PLACE 'Mi/CH ARE OAMAGED, DURING THE COMPLETION OF THE WORK, TO THE SATISFACTION OF THE APPROPRIATE AGENCY. 6. '/,I/ERE TRENCHE:S ARE: ADJACENT TO FUTURE BUILDING SITES, A LICENSED SOILS ENGINEER SHALL BE RETAINED BY THE 111YNEFI TO COl/,IPLETE NECESSARY TESTING TO CERTIFY THAT TRENCH BACKFILL WAS CCM'ACTED AS DIRECTED IN THE PRELIMINARY SOILS REPORT. 7. THESE PLANS SHOV.. THE MINIMUM IMPROVEME:NT REQUIRED BY THE APPROVING AUTHORITY IN ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITIONS MAY DICTATE ADDITIONAL IMPROVEMfNTS. THI' COST Of ANY ADDITIONAL IMPROVEMENTS SHALL BE BORNE BY THE CONTRACTOR. ANY ADDITIONAL TESTING BY THE SOILS ENGINEER OR OTHER PROFESSIONALS SHALL BE COMPLETED AT THE CONTRACTOR EXPENSE. 8. PRIOR TO ORDERING MATERIALS DR BEGINNING CONSTRUCTION, t'II/CHEVfR OCCURS FIRST, THE CONTRACTOR SHALL NOTIFY THE ENGINfER OF WORK IN 'M?ITING, WHENEVER THESE PLANS SEfM UNCLEAR. I,EGAL DESCRIPTION BEING A SUBDIVISION OF ALL OF PARCEL MAP NO. 16233, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO STATE OF CALIFORNIA, AS FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21. 1990. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMfjER(SJ POR OF 168-041-08 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS 336-1671 REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 262-9 CITV OF CARLSBAD DRAWINGS 219-9 CITY OF CARLSBAD DRAWINGS 303-2 CITY OF CARLSBAD DRAWINGS 390-9 OWNERS / PERMITTEES "'""'-e.1 . L.L-C- JU...'S l"OI....,. ~ MAI«-, .. LO OE:J._. t-1>-fL, ,,_ .,~ (e,se,) 'IOI-t>loOO I ! L ___ j -.. -·-·-- -C'ARf.SBAD ~----------\ r·-· --------¼r.e ---.....~ I I --~ .. ----~>?: ~ ..... I , I ' J .,___ ,.,,_ -, '· ,~ ', !~, . l,WllfAt ✓k-,,}. ',., ''01,,,,_ '· / "-./ i 8 I :j_ ) / § 1j!/ I : /; /~i f r,, k? / I ··,,,:, I ,f / j i' 'f. I ' I • , I I I ! / / / / JJc"l'r~ Powr /f/ / ::, ,I / c I I I i ! I I i ' • ' I I I ' ' FIRE HYDRANT LAYOtJT PLAN CARLSBAD MUNICIPAL ENGINEER'S NOTES (CONT.) 9. THE CONTRACTOR SHALL NOTIFY THt SURVEYORS 48 HOURS PRIOR TO BACKFILLING TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN NECESSARY FIELO SHOTS TO PROVIDE THE ENGINEER OF 11tORK WITH A LETTfR OF CERTIFICATION STATING THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE LINES AND GRADES SHOWN HEREON. THE CERTIFICATION SHALL INCLUDE ALL ITEMS REQUIRED BY THE APPROVING AUTHORITY. 10. THE GENERAL CONTRACTOR 15 REQUIRED TO KEEP AND MAINTAIN A SIGNED SET OF THESE PLANS ONSITE AT ALL TIMES FOR USE BY THf [NG/NEER OF llt)RK, SOILS ENGINfE:R AND THE CITY INSPECTOR. THE GENERAL CONTRACTOR'S SUPERINTENDANT IS REQUIRED TO UPDATE SAID PLANS WITH AS-BUILT ON A DAILY BASIS AS WORK PROGRESSES. SAID PLANS SHALL BE CERTIFIED BY THE SUPERINTENDENT AS ACCURATE AND COMPLETE UPON COMPLETION OF THE PROJECT, AND BECOME THE PROPERTY OF THE ENGINEER OF WORK. II. STATIONING OF DRIVEWAYS. LATERALS AND PROPERTY LINES ON CUL DE SAC'S AND KNUCKLES ARE AT THE RIGHT OF WAY. PRC AND PCR STATIONS ARE AT THE CURB. 12. RETAINING WALLS. IF SHOWN HEREON, ARE INCLUDED AS SUPPLEMENTARY INFORfVIATION. DETAILED PLANS. A SEPARATE PfRMIT AND INSPECTION IS REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS. 13. THE SOILS REPORT AND ALL THE: SUPPLEMENTS THEREOF ARE: INCORPORATED INTO AND MADE A PART OF THIS PLAN. ALL CONSTRUCT/ON SHALL CONFORM WITH AND BE SUBJECT TO ANY TESTING OR INSPECTION REOUIREMENTS 111 THE REPORT. 14, CONTRACTOR SHALL INSTALL THRUST BLOCKS AT ALL ANGLE POINTS AND TEF:S IN WATER SYSTEl,/S PURSUANT TO THE APPROPRIATE WATER DISTRICT STANDARD. /5, CONTRACTOR SHALL SUBMIT AN AS-BUILT PLAN INDICATII/G ALL STREET LIGHT CONDUIT RUNS, ACCESS POINTS, HAND HOLES ANO SERVICE POINTS PRIOR TO ENERGIZING THE SYSTEM. 16. STORM DRAIN PROFILES SHOW A GRAPHICAL REPRESENTATION OF THE CALCULATED HGL DURING THE DESIGN STORM, AS REQUIRED BY THE CITY. THE CALCULATED HGL CAN BE FOUND IN THE APPROVfD STORM DRAINAGE REPORT ON FILE AT THE OFFICE OF THE CITY ENGINEER. ENGINEER 15 NOT RESPONSIBLE FOR USE OF THE HGL SHOWN HEREON, BY OTHERS, 'MIEN MAKING ADDITIONAL CONNECTIONS OR REALIGNING THE SYSTEM. CHANGES TO THE SYST£1,f, REQUIRE APPROVAL OF A REGISTERED ENGINEER RESPONSIBLE FOR THE REVISIONS. 17. ALL SEWER LINE BEDDING SHALL BE 3/4" BACKFILL PER SDRSD S-4. TYPE C_ PVC SEWER PIPE SHALL MEET ASTM STD. 3034 FOR SDR 35 SOL ID WALL PIPE. STORM DRAIN NOTES I, STORM DRAIN PIPES DESIGNATED AS HAVING THE HGL AT OR ABOVE THE PIPE SOFFIT SHALL BE NrERON REINFORCE CONCRETE PIPE WITH REINFORCED THERMOSETTING RESIN (RTR/ COUPLING OR EQUAL FOR THE ENTIRE REACH. COUPLING SHALL MEET THE REOUIRfMENTS OF ASTM C76, C361, AND C443_ 2. STORM DRAIN PIPES WITH VELOCITIES EXCEEDING 20 FEET PER SECOND SHALL HAVE A 1/INl/tlUI,/ COVER OF 1-112 INCH OVER THf INVERT REINFORCING STEEL. Tiff CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc • 5,000 PSI. FOR VELOCITIES EXCEEDING 30 FEET PfR SfCOND, USE le • 6,000 PSI. 3. ALL STORM DRAIN INLETS TO BE CONSTRUCTED USING INLET BASKETS WI TH HYDROCARBON ABSORPTION. SEWER NOTES I . SEWER MIi IN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACc:i,lll>NK.IWI TH THE "CARLSBAD MUNICIPAL WATER OISTIIICTS SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS, ANO SPECIFICATIONS". LATEST EDITION AND THE STANOARD SPECIFICATIONS FOIi Pf/BLIC IIO/IKS COIISTRUCTION, LATEST EDITION (GREEN BOOKt 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICTS EXISTING SYSTEM. A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT l,flJST Bf SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENOANT. 4. BEFORE CONSTRUCT/ON MAY BEGIN IN ANY CITY RIGHT-OF-WAY. A CITY RIGHT OF-WAY PERMIT SHALL BE REOUl/lfD. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. TELEPHONE NO. /7601 438 -3891 SHEET INDEX NOTES AND LEGEND KEY MAP IMPROVEMENTS SEWER LATERAL TABLE SHEET I SHEET 2 SHEET 3-11 SHEET 12 LEGEND OF ABBREVIATIONS TC GB BVC EVC VP/ BC EC HP LP FL ST. RT LT TW PCR MVC - TOP OF CURB GRADE BREAK BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECTION BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE STREET RIGHT LEFT TOP OF WALL POINT OF CURB RETURN MODIFIED VERTICAL CURVE BW N, T.S. CTB RP EOP CDS RCP SD PRC KNU BOTTOM OF WALL NOT TO SCALE CEMENT mEA TE:D BASE RADIUS POINT EDGE OF PAVEMENT CUL-DE-SAC REINFORCED CONCRETE PIPE STORM DRAIN POINT OF REVERSE CURVE KNUCKLE WORK TO BE DONE THE IMPRDVEl,/f}ff WORI< SIW.l BE PERFORUE:TJ IN ACCOROANC! WITH THE FOLLOWING DOCUMENTS, CURRENT AT Tl/[ nME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. .3. 4. 5. 6. 7. 8. 9. ,a CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD STANDARDS. THIS SET OF Pl.ANS • THE STANDARD SPECIFICAT10NS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEO SOILS DATED 02/17/03. (UPDATED 05/12/0.3) THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS MODIFIED BY THE CITY OF CARLSBAD STANDARDS. FINAL PROGRAM EIR 98-02 THE CARLSBAD MUNICIPAL WATER DISmlCT STANDARDS AND SPECIFICATIONS FOR CONSTRUCT10N OF WATER, SEWER AND RECLAIMED WATER SYSTEMS. CITY OF CARLSBAD PLANNING COMMISSION R,ESOLUTION NO. 5256, 5257f. & 5258. DATED 08/07/02 AND CITY COUNCIL RESOLU ION NO 2002-268, a,.:re.p O'l/•ofa,2-. t.TOJ<.H >JAr~ f'b1...L'-lT1<>i.J NtE-ve...,T1ou f\..,;,>J (b1...1Pl"I"'), a,..n.o "b/•<Z./03. J,EGEND DESCRIPTION SUBDIVISION BOUNDARY RIGHT OF WAY/LOT LINE ROAD CENTERLINE EASEMENT LINE STD. DWG. A.C. PAVING/BASE TRENCH OVERLAY 6 • CURB & GU7TER PEDESTRIAN RAMP TYPE "A• CROSS GUTTER CONCRETE SIDEWALK G-24 G-2 G-27 G-12"" G-7, G-9, G-10 crrY OP PROJECT ~!TE 'f ~I"" ~-- VICINITY MAP N. T.S. SYMBOL -------- 65889 SF 310 SF 4237 LF 14 EA. STREET LIGHT 9,500 LUM {HPSV) PRIVATE E-1••, E-2, M-21 1133 SF 16705 SF 10 EA. STREET SIGN, (TYPE PER PLAN) SDM-102 PER CAL TRANS TRAFFIC MANUAL DOUBLE STREET NAME SIGN PER CAL TRANS TRAFFIC MANUAL 12" WHITE: LIMIT LINE, "STOP" PAVEMENT LEGEND PER CAL mANS TRAFFIC MANUAL (THERMOPLASnc) EXISTING STORM DRAIN STORM DRAIN CURB INLET TYPE "B" 0-2••, DS-1 CURB INLET TYPE "8-1 • D-2••, DS-1 CURB INLET TYPE "B-2" D-2••, DS-1 CLEANOUT TYPE "A-4" D-9, D-10 PROPOSED SEWER MAIN S-11, S-12 PROPOSED STEEL ENCASED SEWER MAIN DETAIL-SHT 2 PROPOSED SEWER MANHOLE S-3, 5-4 EXISTING SEWER 6" SEWER LATERAL W/TRAFFIC LID EXISTING WATER LINE PROPOSED WATER MAIN 2" AIR VAC ASSEMBLY 2" MANUAL AIR RELEASE 2" BLOW-OFF ASSEMBLY GATE VALVE FIR[ HYDRANT ASSEMBLY WITlf MARKER S-17, S-18 CMWD Wl CMWD W6 CMWO WB CMWD W16 CMWD W12 1 • WATER SERVICE CMWD W3 2-1/2" SERVICE W/ 4" GV AND FIRE LA1FRAL CMWD W4 2" IRRIGATION SERVICE CMWO W4 [NO CAP ASSEMBLY • • AS MODIFIED BY TlfE CITY OF CARLSBAD STANDARDS BENCH MARK DESCRIPTION: STANDARD M-10 smEET CENTERUNE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: NGVD OF 1929 CARLSBAD FIRE DEPARTMENT ........ + '" -~.,¼,~•~wm•• ' "' " [9 fO, --s~------ =s·'=-=-=-==-..a==--== ----~~-- -------® - --w-- AVA ■ MAR ■ 1--------[if] 1--------0 1---------[IJ ]I 2 EA. 1115 LF. 2 EA •. 5 EA. 1 EA. 6 EA. 1858 LF 123 LF 13 tA. 21 EA 2258 IF 2 EA 1 EA 4 EA 9 EA 5 EA 117 EA 9 EA 2 EA 1 EA ENGINEER or WORK ~~£/);,4f ONO L. MARTIN R.C.E. NO. -48670 EXP. 6/30/00 "AS BUILT" z,/4~.1 DATE HUNSAKER ~! REOU/R£MENTS: y/2 ~-~/4, & ASSOCIATES NUMBER OF F.H. '.,_..II_ F.rt.owJ1SP;.P.M. Ol/T OE.L F.H. '.S' RC-~7o DATE -"••''•'" ' . .. ... SAN DIEGO, INC. ~=!.= EXP. ' Pf.ANNING 10179 Huennekens Street REVIEWED BY: l ~'!Pl YCSJ..... NQ_ F.FI.OW .$6 G.P.M. q"-ofEss,~ ~\JL, ENGINEERING San Diego, Ca 92121 ~-} ,MA{!_ • , I 1 \ SURV£YINC PH(858)558·4500· FX(858)558-1414 10/z-,J,k__ ARE~~ ~/t~/lt "!ii ij ' IN""ECTOR DATE " NO. 411870 .,, ~ EXP. 6/30/0G. /:, I SHtET I 11 CITY OF CARLSBAD ~ ~ .... -:,.,'t: '11): a,, CAI,.,~~ ENGINEERING DEPARTMENT 2 IMPROVEMENT AND UTILITY PLANS FOR: IMPORTANT NOTICE CALA VERA HILLS WATER DISTRICT VILLAGEE-1 SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ~ROVED LLOYD HUBBS t?,I' ·b I-ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL -~ -/0 ,"'ll UNDERGROUND SERVICE ALERT AT: CITY ENGINEER' RCE 23 EXP. 12/.31 /05 ' ' DATE TOLL FREE 1-800-422-4133 i<u--i 1\ J>O -CUIL-T OWN BY: PROJECT NO_ DRAWING NO. ROBERT J. WOJCIK R.C.E. 33698 DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD SY: r..r '"'"' CT 01-03 405-6 TWO WORKING DAYS BEFORE YOU DIG REVISION DESCRIPTION RVWD BY: .,.._-/ ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL ' L/") -;, ~ g (\J I "' (\J I 3 L/") C"-(\J -'!!, ~ J -0 / -I w d ~ _g " (J / g> ~ i ~ DEPUTY CITY ENGINEER EXP. 8/30/06 ._ _______________________________ , __________________________________________________________________________________________ ..._ ___________________ , _______ __.& W.O. No. t>:33-016.3 All\/ · i ' I 'ijlll I : I, ,,, ' 11 ' I i , I, ' ' I I ' ' I, ' ' ' i I 1'11 ' I , ' ' ' I I II I I I I I I ' . ' ' I'\ I ' '' ' Ii : i', ' I I I I , ' '' I ,, I : I!: 1,i I I' 'I ' 101403 .. ..., PROVrD£ .!/8. ~ RIHG, O.D. • O.D. PIPE+ 1 •. lftlD BOTH SIO£S AU. NlOUND. COHSl1fUCT --P£R ClilWD W-1 a. ORJENT RENF'ORCEMENT TOWMD ClfOSSfHtl. EXTEHO ~ WIDTH TO 12• 8£YONO TRENCH WffJ7'H ON EAC/-1 SIDE OF TRENCH. rm 8" CIUC CL 150 W/ WEJ.00) JOINTS 5' " _,...,, __ ANCHOR 7YP 801H SfDES WATERLINE CROSSING DETAIL NOT10 SCN.E NOTES: ,. ..., 1. ALL VffiTICAL BENDS SHALL BE PREFA!JRICA TEJ) 45" BE:NOS UNLESS DTH£/?WISE SPECIF/£:D, 2. !oN AUTOltlAnc AIR .t VACUUM VALVE SHALL 8E INSTALL£:D ON THE: HIGH POINT OF' TH£ 01"F'SE:T. 3. A BLOW OFF' MAY 8£ RE:QU/RE:O AT TH£ LOW POINT OF' TH£ OF'F'SE:T. 4. US£ NO-OXIDE: GRE:ASE: ON ALL NUTS ANO SOL TS. 5. HOLD BACK CF:l,ff:NT MORTAR COATING 6" FRON ANCHOR RING (E:ACH SIDE:). 6. THIS OE:TA/1. IS FOR 8" CMLM: PIPE AT 225 PSI TEST PRESSURE. Jt' l'U8I.JC IJTIIJFY -ACCESS ll'J.S£Mm' 3' 4.5' 12' 12' 4.5' 3• l'rl'. 1i z,r 21f r~·- 92 ft ' ) ) ) ; / / 6, ~ A.C. l'AVEIIOO' NID !MS£ I ) ; ) ;· .. ·' ) ; ✓---- ~l'rl'. :7 5' o· (LOCATION AS SHOlll>I) TYPICAL PRIVATE DRIVE ESKER WAY ct ARTESIAN WAY NOT TO SCALE IU' l'U8I.JC IJTIIJFY _, ACCESS E'AS£MEM' 11'" 17'• 5' 1YP. 5' r~·~ r~·-·-~1• • ft z,r l:;'I ,:.-., .. :-:,_;- .,.Ji ~.-....... / / / / / '--A.C. l"l,VEJIEl{r ANDMSE: / / / -!lfOEWALK NI'. (LocllTION AS SHOlll>I) • 5l'CIION ro 11£ IIEDUC£D ro n l'EIT AS -OH l'IAN F?JR 11fNflC CAUi/NG. TYPICAL PRIVATE DRIVE JETTY POINT & BACKSHORE COURT NOT TO SCALE HUNSAKER BENCH MARK DESCRIPTION: STANDARD M-1O STREET CENTERLINE WELL MONUMENT & ASSOCIATES SAN DIEGO, INC LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAnON 454+92 PER R.S. 1800-1 PLANNING ENGINEERING SURVEYING 10179 Huennekens Stfeet San Diego, Ca 92121 PH(858)558..t500 · FX:(858)558-1414 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVAnON: 68.479 DAWM: NG\/0 OF 1929 I I 'i SIGNING AND STRIPING NOTES \ \\ \, ~~:~:;.;;<:t::C~~ , '1{ \ -~'"-<1 1. THE CONTRACTOR IS RESPONS/81£ FOR ALL SIGNING ANO STRIPING. \ 1 \ ,. -,,11•··•· ..--o:\:'I . • -c· , .€, v"' 'i. .. .. 1,f',.G • 2. SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO THE LATE:ST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VffiSION THERE:OF'), THE:5£ PLANS ANO TH£ SPECIAL PROVISIONS. \\. . ..... . •.... ········• •. "'~p,.,.P ~':'./ -.1 . ··" -· ., • 11.v-' •.• 3. ALL SIGNING !.NO STRIPING IS SUBJECT 70 TH£ APPROVAL OF TH£ PUBUC WORKS DIRECTOR OR HIS RE:PRESENTA TIVE. PRIOR TO INSTALLATION . \ c~--.. -· 1 /' \1 4-. ANY DE:VIA TION FROM TH£S£ SIGNING !.ND STRIPING PLANS SHALL 8£ APPROVED BY TH£ £NG/N££R OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING !.ND STRIPING SHALL BE REFLECTIVE PE:R CAL TRANS SPECIF/CATIONS. STRIPING SHALL 8£ REPAINTE:O TWO WIT:KS AFTE:R INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATE:O LE:NS R£Fl..£CTIVE: SH££T/NG (HIGH INTE:NSITY OR EQUAL.) 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPRO\/cMENTS, ALL STREET STRIPING AND MARKINGS WITI-IIN A soo· PERIMETE:R OF Tl-/£ CONSTRUCT/ON PROJECT WIU 8£ RE:STORE:D TO A "LIKE: NE:W" CONDITION, IN A MANNE:R ME:ETING THE APPROVAL OF THE CITY INSPEC7VR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES, SHALL 8£ APPROVED BY Tl-/£ PUBLIC WORKS DIRE:CTOR OR HIS RE:PRE:SENTATIVE PRIOR TO INSTALLAnON. 8. CONTRACTOR SHALL REI.IOVE ALL CONFLICTING PAINTE:O LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHAU 8£ PROMPTLY REMOVE:D 8Y THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL 8£ Tl-/£ LATE:ST VERSION OF' Tl-/£ CALTRANS METRIC STE:NCILS. 10. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELD LOCA rro. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL' CROSSWALKS. L/MfT LINES, STOP BARS, PAVEMENT ARROWS !.ND PA\/cME:NT LE:GENDS SHALL 8£ 11-IE:RMOPLASTIC UNLE:SS OTH£RWIS£ SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL AND SAN DIE:GO REGIONAL STANDARD DRAWING M-19. 13. ALL ME:DIAN NOSE:S AND FLARES SHAU 8£ PA/Nrro l'D.LOW. 14. ALL SIGNS SHALL 8£ ST!.NDARD SIZE: AS SHOWN IN Tl-IE CALTRANS TRAmc MANUAL UNLESS OTH£RWIS£ SPE:CIF'IE:D. 15. SIGN POSTS SHALL 8£ SQUARE PERFORATE:D STE:E:L TUBING WITT-I 8RE:AKAWAY BAS£ PE:R SAN DIEGO REGIONAL ST!.NDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, fT SHAU 8£ MOUNTE:D USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY Tl-IE CONTRACTOR SHALL 8£ DEI.JVE:RE:O BY THE: CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC 'NORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON 11-IESE PLANS SHALL BE NE:W SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPE:CIFICALL Y SHOWN AS EXISTING TO RELOCA TE:O OR TO REMAIN. 19. (IF' NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKE:R ARE TO BE INSTAU£:D IN A 2-FOOT WIDE M£:DIAN NOSE, THE R7 SIGN SHALL 8£ 18"X24" !.NO THE N-1 OBJECT MARKER SHALL BE 12'?<12~ 20. STANDARD CURBS 80RD£RING FIR£ ACCESS ROADS SHALL HAVE Tl-/£ WORDS "NO PARKING FIRE LANE" PAINTE:D UPON THERE HORIZONTAL AND VERTICAL SURFACE:S AT INTERVALS OF NOT MORE THAN TWENTY-FIVE FEIT. LETTE:RS SHALL BE OF BLOCK STYI.£. MINIMUM FIVE (5) INCHE:S IN HE:IGHT WITT-I A STROKE OF NOT LESS THAN 3/4 INCH, AND SHAU 8£ WHITE: ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LE:AST SIX /NCHE:S BEYOND Tl-IE FIRST !.ND LAST LETTE:RS OF Tl-/£ TEXT. UP TO 10' INTrRVALS 9 OR PER MANUFACTURERS INSULATOR SKIDS SHALL BE SPACED PER THE MANUFACTURERS RECOMMENDATIONS, EXCEPT THAT THERE SHALL BE AT LEAST THREE (3) CASING INSULATORS PER PIPE SECTION, ONE 12" FROM EACH JOINT ANO CENTERED ON THE PIPE. ~:'e.; I !=9™- #FE====,;==;<b,.=:=,c=======~ 8• PVC SEWER CENTERED IN THE --... CASING PIPE FLEXIBLE CASING SEAL ~==s=-=======z============25:::!:,1' (AS MANUFACTURED BY PIPELINE -----' SEAL AND INSULATOR, INC. OR APPROVED EQUAL.} SEWER PIPE SLEEVE NOT TO SCALE NOTE: 1. WELDED JO/Nl'S TO 8£ COATED WITH PETROLEUM WAX TAPE PER AWWA C-217 2. STEEL CASING TO BE COATED ANO LINED WITH LIQUID EPOXY PER AWWA C-210 AT 24 MILS. MINIMUM ORY ALM THICKNESS. LINING MAY BE OMITTED IF APPROVED BY THE CORROSION SECTION. 15" DIA. 10 GAUGE STEEL CASING POLYETHYLENE CASING /NSULA~OR W/POLYETHYLENE SKIDS (3/4" EFFECTIVE HEIGHT}, GALP/CO PX OR APPROVED. EQUAL. ALL BOLl'S SHALL BE TYPE 316 STAINLESS STEEL. CROSS SECTION NOT TO SCALE 8" PVC SEWER CENTEA£D IN THE CASING PIPE .. NOTES; 5. SWTS INVERTS IN AND OUT SHALL 8£ AT THE SAME E:LEVATION 10·-o· 1. STORMWATE:R TRE:ATME:NT SYSTEM (SWTS} SHALL HAVE: 6. SWTS SHALL NOT BE COMPROMISED BY EFFEECT OF DOWNSTRE:AM TA/LWATER PEAK TREATMENT CAPACITY: 6 cfs SEDIMENT STORAGE: 2.5 cu yd SEDIMENT CHAMBE:R DIA.: 6' min 7. SWTS SHALL HAVE NO INTERNAL COMPONENTS THAT OBSTRUCT MAINTENANCE ACCESS 2. SWTS SHALL BE CONTAINED IN ONE RECTANGULAR STRUCTURE: 3. SWTS SHALL REMOVE BOX OF ANNUAL TSS LOADING 4. SWTS SHALL RETAIN FLOATABLES AND TRAPPED SEDIMENT UP TO ANO INCLUDING PE:AK TREATMENT CAPACITY i i ! I : ' I, I: 8. INLE:T PIPE MUST BE PERPENDICULAR 70 THE STRUCTURE 9. PIPE ORIENTATION MAY VARY,· SEE SITE PLAN FOR SIZE AND LOCAnON 10. PURCHASE:R SHALL NOT BE RESPONSIBLE FOR ASSEMBLY OF UNIT 11. MANHOLE FRAMES AND PERFORATED COVERS SUPPLIED WITH SYSTEM, NOT INSTALLED 12. PURCHASE:R TO PREPARE EXCAVATION AND PROV/OE LlmNG EQUIPMENT 13. CONTACT VORTE:CHNICS O (207) 878-3662 EXT. 12.3 FOR OROE:RING INFORMATION i I ,I ! ! ! I I I .. ' ! ' ' ! I -- KEY MAP LEGEND STREET LIGHT (9500 LUM) SHEET NUMBE:R OJ 50 SCALE 1 '= 50' ENGINEER OF' WOfU( 1 DATE "AS BUILT" i .. .L..c~ .. c RCE4¢<,7o EXP. or-;i-eo/ov REVIEWED BY: <7.. .. c ··-I ____________ ...., ________ __, ___ ,_ ____ .,... _ __, __ ....,..i.:1:.-,.~ECTOR nl---'--------------, l-----+-+----------+---l--t---+---II SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ IMPROVEM[NT ANO UTILITY PLANS FOR: CALA VERA HILLS VILLAGEE-1 APPROVED LLOYD HUBBS er ~ -, -. -/e:.h/t>:, l----+---+-----------------+---+----t-----1---1;,Cuol1Y EI\GINEER~ RC~ 2388;; EXP.12/31/05 ' ' DATE DATE INITIAL DATE INIT~L ENGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL OWN BY: CHKD BY,-...-:-.,~-::::~;;-- CITY APPROVAL RVWO BY, rT I PROJECT NO CT0l-03 DRAWING ND. 405·6 15[ W.0. ;Jo. .'i5J U I oJ R/N 1 ! I I J I 11 ,, i ! ! ' ! . i : 101403 ' · N 0 ....., ..a. N 1 I I ------------ -I • --1-i--l- ""·====r.c·=::=·=·:::-~ f--L • - - -J__ I i - -------➔. --__ u.c,_.c,_ ' ---·:1::: i ' -'--- FIRE LATERAL PROFILE0 15 ' ~ c.; ~<.: 15 ' .;<> ~<.l °'I +o +o ., <.: o_ -- ~cj -- C ii °'• ' t., I I.----, ' -~--------J --f:! ti f:! ti f:! ti .., .., :g ~ "' -... 0) "' .. ~~ ~ :g r-...: co ''"" ,., .., .., " .. <.: "' <.l -+ --"' f:! ti ~~ " . "':g ..,.., 10+97.01 C/L TYPE B-1 INLET. L= 20' N.T.S. 18 c.; 15, Ill <.: :! c.; 15 • :8 <.: . u ~ <.l ocJ ill. .;<> "'• <O + + 0 +o ! <O -.. -------- ---- ~----' ~ f:! ri l:ri ' J I: ti f:! ti ' ' ~ .. IC') -~---~I 00 -~ :a "~ ...... ., "' ~~ ~ ~ ~ " ~~ ~ 11+46.38 C/L TYPE B-1 INLET. L= 12' N.T.S. 20 HUNSAKER & ASSOCIATES SAN DIEGO. INC PLANNING 10179 Huennekens Street ENQNEERING San Diego, Ca 92121 SURVEYING PH(85B)558-4500· Flll(856)558-1414 ____ , __ _ ---+-- 0 I _:::I.:-·- -----____ .: ..... :,: -, __ _ T ------- 1 ••· --< ---------r-, ------- - : I 66 84+ ' ' --+- "' I _, 1 --1 I ;:r-:-jr---'t ' " "--, ~~ 20 40 ---- l, rl f i. __ irL ' I I fPt 1w rrro u:c...-t .• ;-i.-1-f-1--.._w1 .! 60 10+50.00 MATCHIJNE JETTY POINT SEE SHEET 7 SCALE 1'=20' NOTE: sroRI.I DRAIN INLETS SHALL BE CONSTRUCTED USING INLU BASKETS WITH HYDROCARBON ABSORPnON. USE DRAIN PAC FILTER INSERT OR EQUNALENT. --' I ---- t ---·J ---------~ RIGH CURB TC = CL + 0.20' TC = CL + 0.06' UNLESS OTHERWISE SHOWN FROM STA 13+29.40 TO 13+50.00 ----- ->-. ---- --•• i ' • --- ,_ i i ---,-- .,h~. ...... J . =•"""· =a=~ I -i-_ -------- ..... ----·-·"'·• "' 12+0(1 i, ., 114~,~ JETTY POINT --------------1' -t~· ---_L_ -_:::t --I - 5.5": COV(R __ ------ -:. : : ==~= =·= :i= • 1; }r, LI' •~ tJ~. •-~--~••-•--•··-- -----------------------------f ........ " --- ----1 ' ~_:_].:..::::-·- ' I DATE INITIAL ENGINEER OF WOR :::::·----! c..._· '"'7-1----.J ,. -- --. -I ---- ' ' - -_)" - i.--+-.,..-!;,,f --r:-: !:=- g~ -tJ?'O -_ -< t I --•L I ----'1-"-I-' ::si~l J d'~E ••' 1· ------.. ' -- -------- -. ------ -----. - --•·· .. -·1. •_-•-· •---------- ' ' ---- -1-= - -:--- I i t: ----<-= ---L i. --. --------, 8 ----: -----;--- ' z % ; -----r----=t --r --. :..:....:::_.+ _:::::-:_-T I ,---i----- ' --• ----' ------+----- ! ' --1- 1 1 -- 1 ,...,.·-~~-l..-.L... .... "-_---_-l..-...... ..i--..J...--1__J_--_-.1.._,___J __ .L,------,_~~--... _!_---,_ I ALL SURFACE IMPROVEMENTS AND 1 DRAINAGE IMPROVEMENTS ARE PR/VA TE. ALL WATER AND SEWER IMPROVEMENTS ARE PUBLIC I • - ---1- j - -j- ' ---- PROFILE SCALES !-"OR I Z. : 1"=20' VERT. 1 "=4' CENTERUNE DATA 0 BEARING/D~L:CCT.'--'~--+---'RA=DcclU'-=S-+----==L£c:.N:c-GccTH.:.,,_+----'R""~""MAC-'Rc::K~S'------1 -'-'+:..:-N-.-:-.,14c,'1:,:5c;'ooc=---·-=w'-------,---::,:--,..-,-+----"6,...8__,7~'-+-'"6~·.c.TYPE G C4tG 2 89'25'oo· 52.00' 81.15' 6" TYPE G C4tG ELTA RADIUS LENGTH REMARKS -+----:c-c-'-'-c--:---+----=-~---j-- I N 14•15 oo• W 6.87' J N 75'10'oo• E 102.64' 6" TYPE G C4tG 4 10·35'30• 752.00' 139.01' 6• TYPE G C4tG 2 89"25'00" 35.00' 54.62' -~~---+--==--+---===-c-+----------' J , N 75'10'00" E 102.64' 4 10•35•30• 735.00' 135.87' ------SEE SIGNING AND STRIPING NOTE NO. 20 ON SHEET' 2 5 1"36'21-'c-.---+-'=12='5"',o=o:..,·-+-=20-_,.-=.32"'·c-+--'6::.,.,..~=E=-::G'-"==---t 6 N 53"03'05" E 13.74' 6• TYPE G C.t:G --+-'-'--=--=--=---=---+----+--="--'-,---+--=-c-'-'-'-----1 '--'-1---+-::.8'-=-02::.'_._49::..• ___ --1 _ _:_71 l!J. 00=-' -+-_ _._10 ... 0:::.8-_4'-c'-+-=6'-c•-'TYP.:..:,CE:c--=G:....:::C&G=--I 8 N 75·10•00• E 100.66' 6" TYPE G C&G 9 89"25'00" 20.00' 31.21' 6" TYPE G C&G 10 N 74•75•00• W 4.89' 6• TYPE G C&G L_"-l.._:c_C-'--'C::..:~-"---'-----'--'----'-'' WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS I N 74•75•00• W 30.63' l!J" PVC CL-150 ---j-----+-__=c.c=~+-=.,,..:.-=-==-'--'-=----1 2 N 75"10'00" E 39.70' l!J" PVC CL-150 i-'C3-+-'N"--'7-=5c.:'1-=0-='0-=0~•-=E'---+-------'2=--'1-".0-=0_'-+ 8• __ CLl.l&C CL-150 4 N 75'10'00• E 65.69' 8" PVC CL-150 5 10·35•30• 724.00' 133.84' 8" PVC CL-150 6 N 74•50'00• W 38.00' 4• PVC CL-150 '--'-7-'-'N"--'r--'0::_:4c_':_,:19'-"-'W'-----'--------'---'16.00_' __l__._4_• -'--PVC=-=C:::t_-.:.:15::0:.__-1 SEWER DATA BEARING/DELTA RADIUS • LENGTH REMARKS 1 24"4/!J'04" 200.00' 86.57' . s• PVC SDR-35 2 N 75•10•00• E 60.53' 8• PVC SDR-35 J 10'35'30" 7315.00' 135.87' 8• PVC SDR-35 • LENGTHS SHOWN ARE ro C OF A~c"'c"'E:SCCS~HO:.;l~E:S~-L::.--=-==:.:__:::::..--1 STORM DRAIN DATA 0 BEARING DELTA RADIUS LENGTH REMARKS I 3r26'25" 91.00' 59.46' 24" RCP 1350-D 2 45"10'36" 22.50' 17.74' 24• RCP 1350-D .-~--+--='----+--~._._,---4--=-::.__=---'-=---=---1 3 N 68'18'41 • W 47.57' 24• RCP 1350-D DATE APPROVED LLOYD HUBBs.d/- DATE INITIAL DATE INITIAL OWN BY•---- CHKD BY: -7"!'-f-- RI/WD BY, PROJECT NO. CT0l-03 DRAWING NO. 405-6 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL M If) If) -<") g (\J ' C, M I Cl. " VI ~ lfl .... (\J - '1l, • .,, M ; "' 0 ., -I w • C • > • 8 / g> ~ ~ -0 / "'----------------------------------------------------==========================================================...!& W. 0. No. 553-0 163 BIN : I , I J Ii I I , I I II . !I ! I I i I I I I I i I , I I I I ,1, I 'I I I I I f \ ,, ! 1/ I f I ' ' ' i ! 101403 _ 1 : \ 0 :e G') ""' 0 U'I 0, I I . . ·--··+=f=-i=+-=l=•-1----) __ _ ( [ I ______ J_ ___ I___ BEARING/DELTA 15•29•30• 2 N 78"45'oo· w J 83'30'00" 4 N 4'45'00 • E l 1,/ AS BUI/-T ' CENTERUNE DATA RADIUS LENGTH 735.00' 198.73' 43.64' 35.00' 51.01' 6.62' CURB DATA . . .. I . I ===---+ --------1--+=ci=-====-+.c-:::··:::·i REA/ARKS 0 BEARING/DELTA RADIUS LENGTH REA/ARKS r 15'29"30" 752.00" 203.3.J' 6" TYPE G C.ltG 2 N 78'45'00" W 43.64' 6" TYPE G C.ltG J 83"30'00" 52.00' 75.78' 6" TYPE G C.ltG 4 N 4·45•00••-cE=---+--==-t--'--c6_ .. 6--_2~' +6.,_.c---"TYP"'=-E-'G.,__.C ... .ltG'-"--- 5 N 4'45'00" f: 4.84' 6" TYPE G C.ltG 6 83"30'00" 20.00' 29.15' 6" TYPE G C.t:G ::::1=:::::N;::1.:::8';::45::::=·o:::o:_c·:::w:_:;::;::~;::;::;::~~=-=-:-:_-:__4._._1 .86' 6"-TYPE-G c&G 8 12•49•31 • 718.00' 160.72' 6" TYPf:. G C.ltG 9 N 61'22'01 • W 13.72' 6" TYPf: G C.ltG 70 1'4.3'46" 725.00' 21.88' 6" TYPf: G C.t:G SEWER DATA BEARING DELTA RADIUS 7 2°27'00" 735.00' ?.--t--=c1-=:y.-=02-=-•-=30-.c·.---~--+--735_00· 3 N 78"42'13• W LENGTH REMARKS 31.43' 8" PVC SDR-35 =--+-=-=-'--'-=--==-=--I 167.30' 8" PVC SDR-35 43.69" 8" PVC SDR-35 WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS 7 15"29'30" 724.00' 195.76' 8" PVC CL 150 2 N 78'45'oo· W 72.71' 8" PVC CL 150 3 N 37"14'35" W 21.53' 8" PVC CL 150 4 N 4'45'00" E -+-----t~-=:, .. 1.=1=-8~' +8.,_"~p._.vr;-_--C.,_L_.1._--5:--0_ 5 N 9•39•32• E 38.00' 4• PVC CL-150 HUNSAKER & ASSOCIATES SAN DIEGO, INC. PlANNINC 10179 Huemekens Strfft ENCINEERINC San Diego, Ca 92121 SURVEYING PH{858)558-4500· FX(858)558-141-4 I· ! _:::-· ----t-=----+-+.-'-C+------------ --1-·--" , . .. lcccc•-•• - - -.,.. ----- ~ · -+-,.., . . 1t7·•.t-;..;;. .... ----V --~ -------- ·3· 7.',2. ----------------- ---+. ·t ' ' 13+00 SU: SIGNING AND STRIPING NOTE--_,- NO. 20 ON SHf:ET 2 NOTE: STORM DRAIN INLETS SHAU BE CONSTRUCTED USING lNLfJ BASKETS WITH HYDROCARBON ABSORPnON. USE DRAINPAC FILTER .INSERT DR EQUIVALENT. ! i i ---l ----r==·-- ' --+-- - ----__ _:__: __ ~ 14+00 .,.. . .., " j· - ' ---------~-+---l----+---l--'---"----' -----+-- ~··r/SHl:D f: ..... _ .......• •• ~tij TC = CL + 0.06' UNLESS OTHERWISE SHOWN ·•••••·•• -::..•. ••••·•·-• • •·. i fii':1-'<~~j--c ·•••··•··•··· __ ,_ - _' _________ !__:-- - -------- A. .A. -- _.J -.+, -+;____ ------=-··.r . . _:!72, 48 TP I _-_·r: : . i -':\: ... - . _;., . -:. JETTY POINT I 15+00 ....... <J<o s ...... -. 15+00 -1--- :t : ___ ------·-:··:_+~-==-- --f--- , __ _ . 4. _ _-·' . IS s ··· '-'';cft::c! ' ' r - ... :I . +--+--1--+ _ _i~~--.. T ------------- -') I • . -,---... 16+00 ·s -----7-----------•-- 7' ::;:: .. ---··1 ·--·- ······ .... I -----____ , __ ------------------- -"'==-"·· C.) ··•···•··· .. ~t~~ ' :··J ... c.lf7'1i/-4=1 I -J1'4 ...........••. ·~···••· ······1· ..L,-,=l-c--f-+1-+-d~;::;.rn~-~· 'fflW-+==+~u~-=-~·•· l:t1 .•....... rn,-~~ ____ 1 _____ ,_. 385_ . , cc cc . dee··•:. ----( - --::_:___:__:__:_:::..:_·, .t-c-=+-i - ___ [. - ' 17+00 .. ----- I I I ·--+----+---+,. \ t-i .. l ' --- 1 i1. ---------- ---___ , . ______ , . --f--- -.. ---. -----. -- ----'' ---------'' ------ -., . ------ < '----j_ -----,-- ---t i ij ' --, -- ' 5 . -------+--- _____ L_ ::f:::: -• 1------ I····-.!::--- I . .--:::7- 1 --- t --r: ----· ! -.. i :· I - -_: __ :_ ----- I . :.. ::: : :c __ , ·'c .. rr---:. F±.~~LcLc±.cccL..±=±~-L_j . ··. i .c±__~==-IL'~·"c1c•••= ALL SURFACE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS ARE PR/VA TE. ALL WATER AND SEWER IMPROVEMENTS ARE PUBLIC PROFILE SCALES I I 20 40 SCALE 1'=20' HORIZ. VERT. 60 ENGINEER OF WORK RA ND L. MARTIN 1"=20' 1 "=4 ' DATE MATCHIJNE 16+50.00 JETTY POINT SEE SHEET 5 BENCH MARK DESCRIPTION: STANDARD M-10 STREE:T CENTERLINE WELL MONUMENT R.C.E. NO. 48670 EXP. 8/30/0t,, "AS BUILT" LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STAnON 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LE:VELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: NGVD OF 1929 REVIEWED BY: -~ s-M~ 7 DATE Id/ Z.-f: /qJ, DATE l---+----+-----------+---+---l--------+--11 S~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT t---+---t-------'----------f---+---1---+---1 IMPROVEMENT AND UTIU1Y PLANS FOR: CALA VERA HILLS VILLAGEE-1 APPROVED LLOYD HUBBS CE 2388 EXP. 12 31 05 1--::-=-f-"'--=L-::_M'-f-'-' :.:"°=---=,.,=""=::r'.___ ___________ -+---J---+---1------1 ~======~;::::=====:=!_:=~~========::; DATE OWN BY: -...-=a--~ PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION CRI/WHKDD BBYy_' --"'~r-CT 01-03 405-6 OTHER APPROVAL Cl1Y APPROVAL ~ -"' is ru I Ii") -I "' r--~ l j s / -I w i • • u / gi ~ / ~ -Q -------------------------------------------------------------------------================:::::====::::===::::===============~' ENGINEER OF WOR i' 11 I I' ' ! I ) 1 Ii I I ' I I I 'I I ' I ' II i' i , i I · I' ' ' I I 'I I , ! I I II ii I 11i , ,, ·11 '!.' 1··1··· I :: 1 1 ,'' I " ' ' W.0. No. ~5:!-0163 RIN : I I I ' ... t::, :e G') a -~ NO U1 0, ! -- I I I I I I i +--+--+--_-_ c+, _-_ -+---+--1-------,-+--+--! .L --------_ ",'c,c: .=±=cc-+---' JJ'6' -.i --- ,~_cc_ ~ __ +-1~_ -'I=~+" l=i=~=+ ____ ••·•·••• • • ~-t''"'J,:, ,..,..., I -1_ l Ii 1 f----·---·r -, ---f-----, __ _ ' . ' -------------+- -+--------,-----' j___ + -- i ' ---, __ _ ,--- - - -------1-~•-•-------'--' 1 0:: .. : !--- : c_\ ---t=-=-==JJ 7=1-= :=--- 11:,1---+--+---+--+-''-'=----+-.L........J--+--l--l--+--'-l==-+--=F==+=-+---+-f-""l"-'-+-t--+-36 -_, 1 I -s---__:__._:______i____-+------i - I 1 , :::::: : -__ ::: -- ---T;:_ --- --, t---2~~----i ---Ill I + ---i--- -----4"---4-'--'"'l=---Sl~!i;;----" ...,,. ,., --~ ~ --_-_ :t:-~:..:__ -r 1=' I ' ' -----<---' 1---+--+--+----,--+--+---+----i-)-~---+----t-=~r' ( [ ---------------i··-----;- AS suf tPN~~t=t=t=1 CENTERUNE DATA RADIUS LE:NGTH IIEW.IIKS I N 4'45'00" E 84.06' 2 8'15'oo· 400.00· 57.60' 3 N 3'30'00" W 115.98' 4 69'21 •49• 35.00' 42.37' -----'-----'='--'----'-------'-'=--+------- CURB DATA □ ~RING ELTA RADIUS LENGTH REW.RKS I N 4'45'00" £ 84.06' 8" TYP£ G C&rG 2 8'15'oo· 38.J,00' 55.15' 6" TYP£ G C&rG >---+---~~---+-----+-----~-+~ ----- 3 N 3•30•00• w , 15.98' 8" TYP£ G c&re 4 69'21 '49" 52.00' 62.95' 6" TYP£ G C&rG 5 70'30'19" 28.00' 34.46' 8" TYP£ G C&rG 6 N :,-30•00· W 39.08' 8" TYP£ G C&rG -----,-----+-----+---~----- 1 N J.J'30'oo· W 14.00' 6" TYP£ G C&rG 8 N 3·30•00· W 55.22' 6" TYP£ G C&rG 9 8"15'00" 417.00' 60.04' 6" TYP£ G C&rG 10 N 4'45'00" E 84.06' 6" TYP£ G C&rG WATER DATA BEARING/DELTA RADIUS LENGTH REMARKS I N 4'45'00" E 84.06' 8" p,;c CL-150 ~--+---~+--==c--+-=-c,.......-=--=---'-=-=------, 2 8"15'oo· 389.oo' 56.01· 8" p,;c CL-1so 3 N 3•30•00• W 118.74' 8" PVC CL-150 4 N 26"30'oo· £ 19.37' 8" PIA:: CL 150 5 N 26'30'oo· E 25.08' 8" p,;c CL 150 6 N 71"30'00" £ 7.75' 8" PVC CL 150 7 N 85"15'00" W 16.00' 4• PVC CL-150 SEWER DATA BEARING/DELTA RADIUS LENGTH REMARKS I N 4'45'00" £ 44.34' a• p,;c SDR-35 2 a·15•00· 400.00' 57.60' a· PVC SDR-35 3 N 3'30'00" W 115.98' a• p,;c SDR-.J5 1-----+---~~---+-----f---~+-~------, 4 N 34·00'00• E 38.57' a• p,;c SDR-.J5 --~---~-----+------~ HUNSAKER & ASSOCIATES SAN DIECO, Ir-IC PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 9'lt21 SURV>YING PH(858)558-4500 • Fll(B58)558-1414 ----,--------::·--:-:-:r·::-:-_ ----------------·-j . --- + -+~I+ ---..,.;.,.;. - I -------- ---:_: ____ .I --- -i ... ,-1 ~Ec=-c-+-'"2. fll-F··'' I ------------I II I -I I --------I --+---t------ - I ! -I -------:;.-:.-+-~-+---+ -----f-- --,------ J__ ------- ' ,-" ~'-1 - -I ---------t--+-+---------------- ---0-- +-+--+----1--+---l-- -------- -----+--+-------- --_: : __ :::: :.:::· ::::::t::: ----------------'--+--l ·_::__-J:_.:..:.· ----------------------,-<:::::::::·::::£: __ - _::· 1: --+--,----,-----+-1--1--+--+------ - -----_,_ ___ - ; : - -----+----I---j 16+00 17+00 - s • . . . . . . : . TE:: STORM DRAIN INLETS SHALL 8£ CONSTRUCT£D USING 'LIT BASKETS WITH HYDROCARBON ABSORPTION. US£ 1/NPAC FIL T£R INS£RT OR £QU/VAL£NT. ., ' i / I ! i JETTY POINT -- -:t ' -------.. r .. -.·.·.-.·~. 12···-·.r ---L f-I = -·· -l ----------------------.. ------------- -J_;t·.·.--·.·,.·,.--· --. ----------' ------ --. ----6' i ----,-----~~ .,..,_;__ . ---___ ------...::i:-:-:-..:.·· ---- ------- -------------------- "-'---,---="'--'+'=4-'-l=+c...ic=j='-----c--'-\-----c=~HlcUl$Ecl1 f----l=f-W~-~-~~~-+-h ~~---=--c'-"'--+-1 :~=i-=f~F· --'-'+IC.fl l=-~-4---c-~~t-+~.J6'.~t-c++='I _ ______:__,_:_ ___ _ ------------------------------ --- ----------- - j .,_·-•---~+ ·: .. ::J ------------------__ lw)_ __ -=-+: .. : . .:..:.:..: - -· rn - -rz:i ,--f:i;'f -· - -~~a ' ' --·=--:t-··· --II ~ -' - ---' ------.. ------------ ____ (__. ----l-1-----· -------. - I --~•- ··••_1'------___ ,, - 7 ' _ _i_ -<-- ALL SURFACE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS ARE PR/VA TE. ALL WATER AND SEWER IMPROVEMENTS ARE PUBLIC 1: -- -----1---i ---- ' - --------'-='=~ ·~f duR- 18+00 ' ' '. •••••• .--I --~--~--- ~_,'Cc' ,; ... . . . _:..:..:..:..:.. __ -J_-PROFILE SCALES HOR I Z. : 1 "=20' VERT.: 1"=4' 19+00 20+00 \ _,,,.,.,--suBOMS/ON " BOUNDARY r 20 0 20 40 60 SCALE 1'= 20' ENGINEER or WORK "' l? 1/1i 6.3 ND L. MARTIN DATE R •• E. NO. 48670 EXP. 6/30/0<,, BENCH MARK DESCRIPTION: STANDARD M-10 STREIT CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 ,.,,· PER R. S. 1800-1 "AS BUILT" ~-...t.Y/4, t. RC'\'bv'lo EXP. t><.,/!:>o(o<, , . ,,.-c;··:;. RECORDED: COUNTY BENCH LEVELS (NO. REVIEWED BY: SEE 1Sf(;f//NG AND STRIPING NOTF: COUNTY VERT. CONTROL DATA) /. / ' -~o ON SHtIT 2 . .._ 10L"1 ol. .. \ ..---..----,-----------...l...!;;S:.lLEV,~~.!.!.Tla,:ON~---r--!6::;8::.;,4:,:79~-'0A~Ti,:::U.:;:'M.:.: .:;N~G;:.:VD:,...:0;::.F....:..1,;92~9:... __ ~111;:_.il.!_P;;.5E:':C~T-O;:,.:R_:-::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::_::,.;D:.,AT:,:.E ..... _-i 1-------+---+--------------+-----+----l--f---------l IT] C ITYEN~~RINf !~~~~AD LEJ DATE INITIAL DATE INITIAL DA TE I N lflAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: OWN BY: CHKD BY: RVWD BY: CALA VERA HILLS VILLAGEE-1 • EXP.12 31 PROJECT NO. CT0l-03 DRAWING NO. 405-6 g; in -ei ~ I "' -I I "' r--. (\J - 'a, ! I / -I .., d ~ _,! • u / 0) C l,J .. / i -" / L---------------------------------------------------------------....i..---------------------------------------------------------------:-:-::"'."'."'.~°' W.0 .. 'lo. 553-0163 BIN I , ii . I _ I I I I' I ' II: I i ' II ' ,I ! I I I II I I I I . I I I. I I 1 · ,· 1 I I I • I 11 11 I I, I I I I \ \ I 5"38'11 • 2 N 71'30'00" E: 3 1•45•00· 4 N 69'45'00" E: 5 46'48'14" □ SfARING DE:LTA I 5'J8'11 • 2 N 71"JO'OO" E: --·· 3 1•45•00· 4 N 69'45'00" E: 5 46'48'14" 6 46'J9'46" 7 N 69'45'00" E: 8 0'42'JJ" 9 N 71'JO'OO" E: 10 4·29•41• . BE:ARING/DE:LTA 7 N 11·30'00• E 2 N 71·30•00• E 3 N 71"JO'oo· E 4 1•45•00· 5 N 69'45'00" E: 4· .. OP ai 5-¥,.[}i-". _, ... 1~-: > 19 I > t [~, tJEi .l . ....,.......,.....,..Jf_LES~~:.c...c..~r.;.;.,....c;J~~~-~~£--' ..,....J t ¥ l A j ii ciri rl 1;1 Ii ........... ~. L c__c·· -~f I• I . ·. -I T ····_1 ~--1 I t r 1~.~·· ·•• 1 . l £, g ........ J-~1 }t J ~ .mrr'.l_ n i ~r1 I = !_·••··• . -,~,i -1 r f:-~ i = i --- ----- CENTERUNE DATA --· RADIUS LE:NG1H 35.00' J.#' 125.75' 2000.00' 61.09' 181. 13' J5.00' 28.59' CURB DATA RADIUS LE:NG1H 52.00' 5.12' 125.75' 1983.00' 60.57' 181. 13' 52.00' 42.48' 20.00' 16.29' 142.08' 2017.00' 24.97' 125.J2' 28.00' 2.20' WATER DATA RADIUS LE:NGTH 11.00' 20.04' 99.25' 1989.00' 60.75' 196.J2' • · .. --t-..... · ................ tQ ....••. •.•·.10.-.ll.··.·············•-··l·too~·.-= .. ~;li;:t··• ·.· .. ·.·•.•1···•••·•• --J-... ··_ .· .. 1.··.•_" I. ~:-~,t-~-~:.=~~;01 ~_.j-·•····-~·•· ~=····~. ••·····" __ f· I ···· 1-~--"'[ ::1-.. _I jl_ )&881 l I ' ' f :::: 1~ J a;;;~~ ; : T . "~ '_/5_; ' .·· l.····~ ... ·.J. 5] I 1.·····~~i-1L•i-J~-i -·1-.··J_I i_J-I.················ i....... 1 . ·~ f----+----+- -I Pf 19+00 RE:IIIARKS RE:MARKS 6" TYPE G C.tG 6" TYPE: G C.tG 6 • TYPE G C.tG 6" TYPE G C.tG 6 • TYPE G C.tG 6" TYPE G C.tG 6" TYPE G C.tG 6 • TYPE G C.tG 6" TYPE: G C.tG 6" TYPE G C.tG RE:MARKS 8" PVC CL-150 B" CMU<C CL-150 B" PVC CL-150 8" PVC CL-150 8" PVC CL-150 ' ' .... - - -· --• j - -A 8~ t · +~ .. 1 .. . -" -1 _-_r i kt,"'1 -~ i ~ 1,:11 ~ 11 r Li ~--8=.iflf•! -C~2 '2 ~ i i f "11~2 : I ·I· ' ·t,· ',.1···· ··--C__ ----~:- L: r:n .j r. I· 10 J ""'· 69 . ..J · j 1-r •1-. ··•·•··-•· ·•••••• 1 t r [ · ·· · · · 1 · ·· · ·· . -t 1-~ --~[ .. ~ ..... ·••. .. I L · 1 T w r " ... r i . + Fr ··· 1 . PROFILE SCALES HORIZ, VERT, : 1"=20' 1 "=4' 2' {~ ~-i · l-------l----1_:r j_ I . Jlj -rm £l.Jj4 )f 1.-.. ifuH .. --... . ---,.~. J.. I+! .~ I I L A . . ~ ~l ..•. l)i I •••••• 20+00 21+00 22+00 2 +oo c-=-----"----~_c.c~2=4+....__.oo"-""'=-'-"""-~=-'---.._....__._J____J,..._ ____ _ 5 • ; j ; i.: 5 • fg ~ 0 • + 0 + 0 ;11.; 0) -"' -i..: --:;:j 0 I; -, J::: 0 +" I + r----J I "'"' I 2? "' -' --. !2~ -!2 Ii !2 Ii !21i ;;i; ;:i; ~ ; !;j :g ill~ :g ~ ~ :g r-: ~~ .., ., :ll 19+69.94 C/L TYPE B-1 INLET. L== 14' ~ ~ " ... - N.T.S. 6"" SEE: WATERLINE: CROSSING DITAIL J..,1.,..--°".i;"";;..."-_.;;;ON ..2/,f!!.-.,2 ______ "1 "' - =======-='-~~==~ ------- ~-'-' r-'"flf--0...w-.w,....1+--;.;w.....,, '""..w 2~-·-• ... r.l;t. -++-w...... ....... -i+...:........:...... ...... ~ "' _. 51 &l 8 l ~ rl&W?.JP11/f -~~ ;~ ... crj Iii -"' .., "' J; :::i ++ + ~~ ~ "' I;; -- I ~=--""' ----------------------------------=------::::::_-_-_-_-_-_-__ -=lf'=-=i-= 2J+J1.79 BE:G/N SIDEWA 2J+J2.57 1EA~45' N (ANGLE:= 46'38'26; 2 +42.86 0 20 411110 ___ 60 SCALE 1 '= 20' -·~· · ...... -.... -r ,._ 6 N 6J'J6'J4" W 14.JJ' 7 N 18'J6'J4" W 12.42' 8 N 18'JO'OO" W 38.00' SEWER DATA BEARING/DE:LTA RADIUS LE:NGTH 7 N 34'00 'DD• E: 4.05' 2 N 11·Jo'oo· E: 125.75' 3 1"45'00" 2000.00' 61.09' 4 N 89'45'00" E: 1/J8.26' 5 N 64'25'47" W 20.64' STORM DRAIN DATA 0 BEARING/DEL TA RADIUS LE:NGTH 7 N 11•30•00· E: 107.25' 2 1·45•00· 2008.00' 61.JJ' 3 N 59•45•00· E: 182.67' 4 N 64'25'47" W 14.99' 5 N 18·Jo'oo· w 23.25' 6 N 1B·Jo·oo· w 7.J4' HUNSAKER & ASSOCIATES SAN DIECO,. IN(_ Pl.ANNING 10179 Huennekens Street ENQNEERING San Diego., Ca 92121 SURVEYING l't-l(658)558-4500· FX(858)558·1414 8" PVC CL-150 8" PVC CL-150 4• PVC CL-150 RE:MARKS 8" PVC SOR JS 8 • PVC SOR J5 8 • PVC SOR J5 B" PVC SOR 35 8" PVC SOR 35 RE:MARKS 18" RCP 1J50-D 18" RCP 1J50-0 18" RCP 1J50-D 24" RCP 1J50-0 18" RCP 1J50-D 18" RCP 1J50-0 SIT SIGNING AND NOTE NO. 20 ON IP/NG EIT 2 NOTE· STORM DRAIN INLETS SHALL 'BE CONSTRUCTED USING INLIT BASKITS WITH HYDROCARBON ABSO~'PTION. USE SUNTRff CURB INLIT BASKIT OR EOUIVALENr. I I • I I -1 ;u; 5 • ; i.; g;> •O ::l1 J; co + C, "' ----' !21i 12 Ii ' --~ "' .... "' -al :ii ~ ~ .., ., ;..: ·o ~ + C, .,,_ --. ' ' 12 --' l~ ___ J f.j :ii ,.,, 5 • Ii :l1 r-: "' ., + "' ... i f:;l' · · ······ ·· .... , I .... 1 ..-,1 I ' ;i.; ...:o ..... + 01 CO - !21i ~~ al...: ,.,,~ 19+69. 94 C/L TYPE B-1 INLET. L== 7 ' N.T.S. I • I I ,I I I I I . ~ _. JETTY .POINT ,1 1 1 11 I Ii i I I ! I ! I !I I I '' I I ' • . . .. -. ·•• .. /./Kl· ~~~~ ENGINEER OF WORK " . .. . . .. . . ·. : -;,. . ·-. . .. J I' •;-· , , /--{;:sj , V ~.,/Y~ f/r/43 t': f -· "•'•.;.• :.~ I·,.. -: ~ .. r-=-" , . ·•8 R7ND L. t.lARTJN DATE R.C.E. NO. 48670 EXP. 6/30/0<., " ~ f;j~I BENCH MARK "AS BUILT" ?i ~ !1 DESCRIPTION: STANDARD M-10 STREET + ++ ~½iLd(~sL I ' ~ t::lR CENTERLINE WELL MONUMENT ·sk/o~ w•--------~I -w,.,.. , LOCATION: CENTERLINE OF EL CAMINO REAL ' .. 1e AT ENGINEER'S STATION 454+92 RCE !t~v-io EX P . c,:,/...,,., {,;,;,,_ DATE PER R.S. 1800-1 ' RECORDED: COUNTY BENCH LEVELS (NO. REVIEWED BY: " 11 . A COUNTY VERT. CONTROL DA T,\I '-/'.'. -10/,.1/r,.J, ELEVATION: 68.479 DATUM: NGVD OF 1929 IN=ECTOR DATE , I S~ET I CITY OF CARLSBAD LEJ ENGINEERING DEPARTMENT 2 IMPROVEMENT AND UTILITY PLANS FOR: CALA VERA HILLS VILLAGEE-1 APPROVED LLOYD HUBB~i ~ ... -. --, ,~ J--. CITY ENGINEERVl<CE 238~ EXP.12/31/05 ✓ . ., DATE iel..M II,\ Ao-OUIL:r OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: u.._~ 405-6 ENGINt:ER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RWID BY: ,~ / CT 01-03 w.o. No. 553-0163 BIN : ',, I I i i I !I Ii i I 1 .i 11 'I I I I i I , ' 11, ' ' ,I '. I I , ! ' "-' \ ~ ... -.., 8 (\J ' "' -I !!' ;ii "' ,-.. !:J 'a, .g i i b IS :E / -I Lu 0, £ 0 G') > ... _g ... .llai,. d u N 0 / Ol C (J'I w .. I / ~ 0) 0 / ell I ' -----t----- 1 ·· . i..5,,< . J) -~ -j -- ~J · .. •· ··•· · ~5 ji-•. v i~t~~ ---! ..: -:--__ LI_ __ ~·• "1'~ 1.11N --------- ---____ , CENTERUNE DATA ---+ ' .: ::t:: __ _ , ___ _ '. -~------~ !LTA RADIUS LENGTH IIDMRKS I 44"50 12 35.00' 27.39' 2 Nl8~~~6~~~4~•~wcc---t-----t--~11~5~.5~8~'-+------7 J N 18"36'J4" W 56.06' 4 4•21•34• ,000.00· 76.09' 5 N 14'15'00" W 78.50' 6 N 14"15'00" W 50.00' 1-::-,---------"C._.,.URB DATA □ BEARING OE:LTA RADIUS LENGTH REMARKS I 44"50'12" 52.00' 40.69' 6" TYPE G C4<G 2 N 18'36'34" W 83.58' 6" TYPE G C4t:G ~~---+-----r---=-+-~-------< ._...J--+-N"----l'-=8'-'"3:..::6_:'Jc.:4_•_:w:__--1 ___ =-'---'2:_:4.:..:.0:..::6_' -+-=6---=• TYPE G C4t:G 4 4'21'34" 1017.00' 77.38' 6" TYPE G C4t:G 5 N 14"15'00" W 43.84' 6" TYPE G C4t:G 6 N 14"15'00" W 20.51' 6" TYPE G C4t:G 7 N 14"15'00" W 128.49' 6" TYPE G Cd<G t----+--==----+-----,---,-----=- 8 4'21'34" 983.00' 74.79' 6" TYPE G C4t:G 9 N 18"36'34" W 169.58' 6" TYPE G C4t:G JO 44"58'•w• 20.00' 15.70' 6" TYPE G C4t:G ---~----~-----------,---, WATER DATA BfARING/DfLTA RADIUS LfNGTH Rf MARKS N 18"36'34" W 10.05' 8" Pvt; CL-150 2 N 18"36'34" W 14.10' CML4t:C CL-150 I I ! . l '1 .l. I .. ·· - _J •.... j -_: --' - ---------- i • 65 :.,..... . -.. : ~ ---·> [ --·/ __ -_-_:_-_: .:~ __ ....:.j.. ____ f / . ; / TP-: s ... --·---------+-- . . I C--c--i-...j - ---1 --t-t---t---t---1 TC = CL + 0.06' UNLESS OTHERWISE SH WN ' , I ----,--- -----l----- -----,-- ___ -------------------•---- ·--------+--+--+---='1-----------•---- .. i -- ---··1 INAL GROO 'D . R C . Tf"Rll ' --'---- r,,;: • l!:' ••. I --+--------------- • __ L_ -•· f ,··· tt-! · ! __ , __ ------ -' -" . -:::·· •1-....: •.. : i::: l!l ... ·..:::..:_L_ ---~-l I . ' .. I ' --[ ' : -~ --i 366 ro :vi-··•·•·· -.• -36~ L~ffF ~u. ·-~ -•F ~+·"· 1 • 1 --.,··1 - - - I -I-, I - 1 ' J___ -- 1--+-- ' _,_ ----~--r:: ' ; ' -t-' ' --+-' --1-·- ___ ---.!.----==;=-- -•· ·:t-gttt 1 --r iJ-c-c-'fr--l---l---+--,---4-1--'--+-~+-+--i-'-· +-+---J--,--t---c±--t--4c-=bFcc..c+-'--'--t--t,,&cc+--t---i-H •>~. ,. I . "' .. ALL SURFACE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS ARE PR/VA TE. ALL WATER AND SEWER IMPROVEMENTS ARE PUBLIC 27+00 "' -, .. ~t-"•• ' ,. .. + i !.,.......__~~~- .. 1 · ___ ··: =-=== --r~=: i :·· PROFILE SCALES HORIZ, : 1"=20' VER , , 1 "=4' ,...--"'---·~--~~-7· ,. ,_-~;.::'.,:· t r-n===•~-r--7 ' . . ' ,, . ---· -- cig ... I '"{ ~ E SHEET 9 ESIAN WAY /II • I ,.• 0 20 40 60 SCALE l '= 20' STORM DRAIN DATA C) BfARING/DELTA RADIUS LENGTH REMARKS I N 64"25'47" W 35.91' 24" RCP 1350-0 2 N 18"36'34" W 97.00' 24" RCP 1350-D• J N 18"36'34" W 59.06° 24" RCP 1350-D• f-'-4-+-4~"2--'ccl,cc34""•,------t-~100=8.--=o"'o,-' -+--~7=c6cc.7=c07'-+-=c24" RCP 1350-D• 5 N 14"15'00" W 70.01' 24" RCP 1350-D• --- - - ~~~-+------t-~=~--+-==--=-=---=-----, 3 N 18"36'34• W 97.94' 8" Pvt; CL-150 4 N 18"36'34• W 15.51' CI.IL4t:C CL-150 5 N 18"36'34" W 1.85' 8" Pvt; CL-150- ~~~~ffl9~~,.gJ.E-~=--, =c+"', . .. ---+---c. >---4"'1'1 ,'\jj,..,.......,.. __ £ __ _. .... _.--fh4~:+=-~~~0++-.......... rr ...... -4r--t---t--t-'--H. )"-+-----,r-+-1 6 N 14"15'00" W 54.49' 24" RCP 1350-D •!ND/CA TeS WATERTIGHT JOINTS 6 0'59'32" 1328.45' 23.00' 8" Pvt; CL-150 ·~----+-----+-----+-----------1 1 4•40•,e· 1328.45' 108.32' 8" pn; cL-150 8 N 14°15'00• W 65.75' 8" Pvt; CL-150 ---+------+---=--t-----------j 9 N 14•15•00· w 62.74' 8" pn; cL-150 10 N 71°23°26" £ 38.00' 2.5• PVC CL-150 11 N 73°02'12" £ 16.08' 4• Pvt; CL-150 12 N 75·45•00• £ JB.00' 2.5" PVC CL-150 SEWER DATA Bf ARING DfL TA RADIUS LfNGTf-1 RfMARKS I N 64"25'47" W 19.63' 8" PVC SOR-35 2 N 18"36'34" W 122.71' 8" Pvt; SDR-35 3 N 18"36°34" W 56.06' 8" Pvt; SDR-35 4 2"10'47" ----10c-Occ0c-.00cc., -+--JB~.0-.--4-c,-+-8-=•-p-vt;-S~DR~-~35~7 l--+--------~---C-- 5 2'10'47" 1000.00' 38.04' 8" Pvt; SDR-35 6 N 14"15'00" W 78.49' 8" Pvt; SOR-35 7 N 14"15'00" W 50.00' 8" Pvt; SDR-35 r---... ----1 L-:-, r-_j ~ ii ~---~ ~ :8 _: c:i ~~ HUNSAKER & ASSOCIATES SAN DIECO, INC. 24+82.11 C/L TYPE 8-2 INLET. L= 7 ' N.T.S. PLANNING ,o,;rg fi.lennekens Street ENGINEERING San Diego. Ca 92121 SURVEYING PH(658)556-4SOO, FX(858)556-1414 24+00 · .• -a _ ... s L JETTY POINT NOT£: STORM DRAIN INLETS SHALL 8£ CONSTRUCTED USING INLET BASKETS WITH HYDROCARBON ABSORPTION. US£ DRAINPAC FILTER INSERT OR [OU/VALENT. BENCH MARK DESCRIPTION: STANDARD M-10 STREIT CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS {NO. COUNTY VERT. CONTROL DATA) £ £VAT/ON: 68.479 DATUM: NGVO OF 1929 7 • -r -------.,-----·--,-- ---""·· • ENGINEER OF WORK R OND L. MARTIN R.C.E. NO. 48670 EXP. 1/3D/();. "AS BUILT" ~L/4,uf_ RCE 4e,l, '10 EXP. or,t"'>:J/o<-, REVIEWED BY: DATE sA-/4~ ' DATE 1----+--+-----------t----+----t---+------ilsH7ml~C-IT_Y~O-F~C=A~RL~S~B-A_D-,---,~ _ ENGINEERING DEPARTMENT l___!_U ~ t ,A0-1!!,Li\Li DATE INITIAL DATE INITIAL DATE 'NITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL IMPROVEMENT AND UTILITY PLANS FOR: CALA VERA HILLS VILLAGEE-1 APPROVED DWN BY: --,.-,-,_-- CHKO BY: B :s.:r RVWD BY: --·-- PROJECT NO. CT0l-03 31 DATE DRAWING NO, 405-6 Ill -,;; -e; ~ ' "' -' I ~ 'a, ~ I -Q / -' w d t > 3 d u / go ~ / ~ -0 / .... -----------------------------------------------------------------------------"'----------------------------------------------------------------------------------11 I I , I , 1 11 '' I I , I 11 ' ' I I I I', I I ii . I I 1, WO, No, 553-0163 RIN : I ' .i.L_ - 101403 .... 0 -.... ,l:l. NO CJ'I 0, I I j ..... I• .. -T=--- -t---j ----:::~=-----.-:·-- _jj 368 i - ---j--·""1:-~---- 1-----.--f•·· 36'6~ ----,-- ' l HUNSAKER & ASSOCIATES SAN DIECO, IMC Pl.ANNING 10119 Huemekem Street ENCINEBtlNG San Diego, Ca 92121 SURVEYING PH(358)558-4500 · FX(858)558-1414 ---1--- ........ r .. ~ .. + .. -=1~ I' I S££ WA7ER CROSSING OErAIL ON CL INT 10+00.00 -21+40.27 JETTY POINT 60+00. 00 AH NO 8 44+47.JB 9+89,00 • 1+29.21 JETTY POI T 8"x8"x8" 1./J TEI &-TB :J £A ~ 8" (FLXPJ) GV'S 1 £A ~ 2• 8.0. ASSY 1 £A ~ 2" 1.1.A.R. + CONCRETE ANCHOR ANCHOR SUBOIVIS/ON 11 BOUNDARY'_/ I I L . --:--:::--r::~. ===== ----------- -j--·-- - - -----f··-~--+--+ 10+00 SEE Sl:IEET 6 JETTY POINT i 1 1 1 I I :. g, I ~/_ JETTY POINT SEE SI-IEET 6 ' •-.. .I - coi~''P+-'---rc'-+--,--+4 ~.,.,..,1,c--cl,-c-cf::-==-+""=='6~---+"i<I:-= I -WjJi "t '. - i :·-- --------1-------------. -_--:t __ : -- 11+00 -' TC = CL + 0.06' UNLESS OTHERWISE SHOWN --l----1------- I I' --: i I , L- i - ----l-·- ' t ······ L--l-_J__J__ -----+--+-- ---------1----l--~ +--+--+-~t:~_ -r _________ - -------f-+- I -----_j__ - ' ____ (:::--- -!-- I i -- :-j2,2 ii' .... ~ j . ., ---~---i 6 ----------- 6, •• i- f ' : -1 _ -~::_t:_=_~L: --------- ==,="'-Cl--'---'-j =-ic-'-=-''--'11 +-¥B+f--H·c..+-+~+-cc .. t-... ,....,i-. -1. -M!H=-+-+=."-. ~++++-+--tc-f'-· -· .. --Fc=.:-----c--'---'---'-c±-t---t---1_~'--' .................. +. "-"-'=ii ~- 1 -1=--·_·· =---=-:~ 1 •····· --" ... d "' umcc: ... --•: I'--'. I. I -----<--- __ I_ .. ! ' . __ ---. -- --------------------. -----, __ ---------- - -'-------- , 12+00 :;: -- I i -'--·--;,,;_-~-:__._:::_;;r-:--- 1 . -=~- 1 +12,46 E:t;JD CAP ASSY .t: 2 BD ASSY ST LIGHT 9500 LUI.I 20 ~ ALL SURFACE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS AR£ PR/VA TE. ALL WATER AND SEWER IMPROVEMENTS AR£ PUBLIC o 2d 40 &o ::..iiil~ ___ 1----1 ____ 1 SCALE l '= 20' OE:LTA ---------------------,------------, L ' L ==~'cc--:=::f=:__ ·---·-----:j::---tr"""'-J_L....l--,;.=.L=...J.t ----,. ___ . _____ , ____ 1:::j_:_- ···• •••·; , I PROFILE SCALES HOR I Z. : 1"=20' ::t -!-VEc;:T. : 1 "~4 ' CENTERUNE DATA RADIUS LE:NGTH RE:MARKS 178.00' CURB DATA -□ 8£ARING DE:LTA RADIUS LE:NGTH RE:MARKS I 90'00'00" 20.00' :J1.42' 6• TYPE G C&-G 2 N 20·15•00· W 141.00' 6" TYPE G C&-G 3 210':J9'59" :J8.00' 1:J9.72' 6" TYPE G C&tG ----l---==--+---=-==-=--l-"--=-=-=--=='----1 4 N 10'24'59" E 44.51' 6" TYPE G C&tG 5 :JO':J9'59" 100.00' 5:J.52' 6" TYPE G C&tG 6 N 20'15'00" W :J2.67' 6" TYPE G C&tG e-~-+-'-'--'=-=-:c,:__:.c__ _ _J_ __ . -~I-~ . '--+--=---'-'-'-=--_=:___:==---' 7 88'57':J:J" 20.00' :J1.05' 6" TYPE G C&tG ..,_ ___ _,__==__J_--==-=-_J__::__:.:.:_-=-=--=='----1 BEARING DEL TA 1 N 20·1s·oo· w 2 N 20'15'00" W 3 N 20·15•00· w 4 N 69'45'00" E BEARING DELTA I N 20'15'00" W WATER DATA RADIUS LENGTH 11.00' 16.0:J' 38.00' SEWER DATA RADIUS LENGTH 190.00' REMARKS 8• PVC CL-150 8" CI.IL&-C CL-150 8" PVC CL-150 4• PVC CL-150 REMARKS 8" PVC SOR-:J5 NOTE: STORI.I DRAIN INLETS SHALL BE: CONSTRUCTED USING INLET BASKETS W/'nf HYDROCARBON ABSORPTION. USE ORAINPAC FILTER INSE:RT OR EQUIVALENT. Q ENGINEER OF WORK BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO RE:AL AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUN7Y BENCH LEVELS (NO. COUN7Y VERT. CONTROL DATA} ELEVATION· 68.479 DATUM: NGVD OF 1929 ONO L. MARTIN R.'e'.E. NO. 48670 EXP. S/30/0:', "AS BUILT" ~. ✓ Y/4.,I RCE :4:0&'10 EXP ~('.e,~(Ov REVIEWED BY: c-2 .. t!iNf _ I I" PECTDR DATE 112/z+lii./, DATE l-----+---+--------------+----+--1-----11----1 CT:J cirYENc8rRINf t~~~~AD ~ IMPROVEMENT AND UTILITY PLANS FOR: CALA VERA HII ,LS VILLAGEE-1 APPROVED LLOYD HUBBS O )' ,,.,,.1, /. _ t=====j=~====t~================================±=====j=====t====j~===~--l.f-~Ctl;:;~~,.E::N::S:::-GtlN~E~~~=:::'R::C~E~;:_·2_::J_B::_8~<iil_::r_,.=.=,.=.=_~::X_::P_:::._:::12_::' /._:::J_'::1_1~ /~0°::5=/=====DA=T=E~ \\-"'6-e>UIC..T DWN BY: ~-...~-PROJECT NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _J"!>ll, '"..,,,~ ENGINEER OF WORI REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~-r/ CT 01 -03 DRAWING ND. 405-6 0 • -,, g ~ a, -'.;l -I w d '-.. > d " ;l ~ / :,I! -0 / ----------------------------------------------------------------'--------------------------------------------------------------------------------.Joi W.O. No. 553-0163 I I . I I I I i i I i , ! I I Ii ' l I I I I I, I ' I ' I I II I 'I I II I i ii I I BIN : .... !,--,.· I I OD ' b :e C') 9. .... .s:i. NO (JI 0) -:··-+:-:·--~-+-----l I I --· ---1--- 1 --------==-·-· ·t-· .-+-"+=+ ---_,_ --1--- ----------------------------•---. -. . --+-+=+ l r-+--+--+--+-_.[___ --- - -------~--'. i ' --i - .. L - I -. I Ll-LI-L. I -, . --- ------- _) __ _ -----f 1 --------,-- -------------- TC = CL + 0. 16' UNLESS OTHERWISE SHOWN ---•-----, __ _ ' I t ----- .. - ------ . . ...... e· -. --____ _:·: ::-:: _____ J __ _ -----------t-------.. . __ , ---------.. -------------.. ----------·---+--+--+-____ --. -------------.. ------- j---- 1· _,_ ' ____ , ---------+--- -----< -- 1 - --:~ -. . . : --- --- ·1· -. --:-_: 36 ' -. - ------•_:_:_:_:_·_i_:_:..:..:_ ' <··- +--r· r ----· ---:: :_::: ; --. -.. ' - -_____ :-----__ r -:::::·· __ I --------- -' ,---, .: --' 1-J___:-·---~-------r J --...... I ~ [. 4 I J I I -~ . ______ _t: ::.:: -- =11~ ·-·:·-->-::_-:~·· -,----l--::: :: --~ --1 t---- -----~--·• .. ·-•·· •••... I.. • ~ -t .1::::- ' ----------- ~.... . -.... -.+ r ----::-::-:T:_--I 1 ::::,:::==- ·· 1····· . .... > • llli--J-V ------ . i ----1- . i ·t·· · ...••. · .. ···•· -----· ---•-- ::j _______ -_ r ---,---' ~--....... 1~, I :_;-· I L ••. :-.·.-.•• :.• ·~-· •·. ,.i. -lli·-··· .. :.·· .. · .. -.······ .. . E .: •J• . ·••••• .1--_j__j___j_-==.c=-·c..·· _j_•c..· "'··+·=·· ...... ...... . -f-c-~-=--_j_++4 - - l I I_ __ - -____ , __ i 4=8.56 .. ·'61' .· :Ll!jf··: ---------1-····. ·····1·· . --------------- •••••••••••••••• • .. I N ---· ' .. --· ••·E1X,JE;,J~j ~ • g ~ »S * -~i .. .'.11<+1--1,J'U.-:-_ _:-_-C-.J .• , -_·: :____::::..:..:_:_f ----· _;)5 ,041---•· :la ,..._ ------------ t ~ a ,-.clffi~ - i::: ,l~Ii :t ~l -tic j_-e.· = j_iJ .t _ _.[____ _ --+-----'~ t~-~-__ -_ r ---<-------------------•-- ---,-------· ---t-------_ \ -··i .: -- HUNSAKER 80..: ,.; <.l "' ;!; <O - 1-:'ii ;1; ~ --~ ~ --,--:::::::::_c- :··::t-: ' -. ---t ' 20 SCALE l'= 20' 5 • 8 i..; 8 o.; ..;o .,;o o, 0 +o -+-0 ------,---~1 I I I l----, I L ____ J -------I.:' r,I I.:' ii ~ ~ ~~ ~ -~.....: ~ .... "' .., 40 5 ' 8 0..: ~ti --+-• :: .. I.:' ii ........ It') 0 ~~ "' "' ••• :$._- ·· .•·.·. · ~~. ·.· .... -- ------- --- - - -'<( 60 5 I ·I CL INT 10+00.00• : f -' ----------- ··. 0 ······•·· .• C . T CURB-.. ---j--..•• --. -- --- ----.. --·---------:·_--_-__ --------. I --~- - ------7---- ---------- - 10+00 \~~ c,lt ~s SEE DWG NO 4O5-6B \! ~ GLASGOW DRIVE ,. I \ :,. \ \ \ \ ' I :,. 1VE 11+05.50 C/L TYPE B-1 INLET. L= 6' N.T.S. NOTE: STORM DRAIN INLE:TS SHALL Be CONSTRUCTED USING INLIT BASKE:TS WITH HYDROCARBON ABSORPTION. USE DRAINPAC FILTFR INSERT OR EQUIVALENT. & ASSOCIATES SAN 0IECO, INC. PlANNINC 10179 Huennelem St~t ENQNEERING SURVEYING San Diego, Ca 92121 Pl-1(656)558-4500 · FX(658)556,141' ' ,I I., 'I! I ,I 11 I 11 i I I i I I I : I I i ' I i'---ci-.,--j~r-:----l--c--4c-'=-f-'-'~+-"'--"'~~++-++c+-+~= ~ . Bi ,--;-- Ii I I [ 1 ···· . J HH _(___L-.J •·-·~·' ,. -1 --f-----E- / ,.....-'1 I __ · -= -6¥ u ---------. - ::. ::.:_--, ----------... ---- --------- I -•--- PROFILE SCALES HOR I Z. : VrRT. : 1 "::::20' 1 ""=4' '1··.·.·.···. -.· .. · .. ~' ... ' cc_=cc=cc=_i___j__--=1-:,-L-='cc---L-'-'-'--"--"--C--cl.'--'-'--'=__jL_ccc=L=_L__L__l__±c_···· ..... 11+00 12+00 I "7 .......................... ' - ~ l!'L. -~---, SEE SHEET 7 JETTY POINT I I I \ I II\ I ;~~! · .. ·,_, •·:··;r···;• ~-."' -r-.lai---P,,..~1 \ : '" • ..' ... ·'"·---L.,,, 1\1 \ ARTESIAN WAY I 1 I ' I I I I Ii I ' ' I, ,' I I I : '11 'i I I i I i I ' CENTERLINE DATA ELTA RADIUS LENGTH 110/ARKS 1 N 79'30'00' E: 153.18' CURB DATA BEARING ELTA RADIUS LENGTH 1100/IKS 1 81"53'26. 20.00' 28.59' 1• TYPE G C.M 2 N 79·30'00· E 78.15' 1• TYPE G C.M 3 9y45•00· 20.00' 32.72' 6• TYPE G CltG 4 86·15•00· 20.00' 30.11' 6• TYPE G C.J:G 5 N 79'30'00 • c 73.23' Ii. TYPE G. C.J:G 6 98'06'34· 20.00' 34.25' 6 • TYPE G CltG WATER DATA BEARING DELTA RADIUS LENGTH REMARKS 1 4•02•40• 200.00' 14.12' 8° PVC Cl-150 2 N 79•30•00• E 91.14' 8• PVC CL-150 3 N 7g-30•00• E 18.04' 8" CML.J:C Cl -150 4 N 79"30'00" E 10.00' 8° PVC CL~150 STORM DRAIN DATA 0 BEARING DELTA RADIUS LENGTH REMARKS 1 N 75·54•35• W 39.37' 18" RCP 1350-D ~_j__ _____ -"!C"'-'..__l-=- ENGINEER or WORK ~.J.!r/J._X~ ONO L. MARTIN DATE R.C.E. ND. 4!1670 EXP .. 6/30/0~ BENCH MARK DESCRIPTION.-STANDARD M-10 STRE£'T CENTERLINE WELL MONUMENT "AS BUILT" s/r/4, LOCATION: RECORDED: ELEVATION: CENTERLINE OF EL CAMINO R£4L AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 COUNTY BENCH LEVELS (NO. REVIEWED BY.- EXP. Ql,l;,o(o<, i DATE COUNTY vERr. coNTRoL DATA) o.. __ -· ~ /o /2.-t:lo? 68.479 DATUM: NGVD OF 1929 I'" PECTOR DATE CITY OF CARLSBAD~ I SHEETS I t---+---t----------------f---+---+---1-----l ENGINEERING DEPARTMENT 12 1---f---+----------------l----l----+----l----l IMPROVEM[NT AND UTILITY PIAN$ FOR: CALA VERA HILLS VILLAGEE-1 t---+----,----------------+---+----+--+--wl1'.R~rn LLo.:r2 ~ul:}!s"!Y. 1 --~/4:y CITY ENGINE..,,., RCE 2J EXP.12/31105 ' DATE DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 11 1 I ! I I 11 ,I I I I ' 1 II I I I' I I I I OWN BY: -,.-:-;;;,..--- CHKD BY: _,_.,.oi <~- RVWD B'T': _, , ., ~ I I I I I 11: i! i ·11 ; ! ' I : I: I' PROJECT NO. CT0l-03 I I I I . DRAWING NO. . "-405-6 W.O. No. 553-0163 I BIN ~ .. -<'I ~ I ., -I l It) r-. "' -"11, ! i -0 / -I w .. t > .. " u / go w .. / :I; -0 ,,. " I ' I ,, I '' ! ii 0 :E u, G) s. .,:. .... N 0 CJ'I I 0) -- ---+-------- ------- ---.. . .. ; ...... ----···· ----- L- ' -.: - -----1------ e-,,p;..oo P11"e. T'o '-"""-TC.ci-<U IC-~ UIJ IT' (.,, C,:, U"' N Jf;," ~ I!, 0-001- ~S:>.o+ l"L ~JO~ Pr---U ~UG ~ «-=· 40 !"l..- "Tl.Jo lb' ~ P1Pet:, "5l"Ol<M Ol"AIU ~UC. Cl P':AL lo....rf Ill. ~'b~~ J"l- : :: :: ::-:= . . - -.. --------------!----·- :: I .• " it,""-".f" CU.C..OU.0-L.. I Olv~<:>IOU ~-~ 1 u~~----,rl==-=#r-±::::l~ ;f ~, .. -'!, "l.l...·-==u.==~="'4f':::..__ ,e,•~ 1t," ~ 0-,,-..._-=,,:, l°lf'f. -ro vo~ic.o uurr gy·nou A-A, ur~ i-1oo1,-1e.o .,.__,.; o e <-1 •our oe.Tl>IL. µr~ STORM DRAIN DATA 0 BEARING/DELTA 7 19'28'16" 2 N 11•23'26" E: 3 N 71'23'26" E --+ 4 N 85.46'28" E 5 N 18.36'34" W 6 N 18.J6'J4" W 7 N 19•04•59• W 8 N 11·05•19• E 9 N 18•53•41• W 70 N 19•02•04• W 11 N 71.06'19" E 12 N 18'53'41" W RADIUS 22.50' HUNSAKER LENGTH 7.65' 4.00' 81.16' 23.74' 15.25' 5.00' 3.63' 1. 10' 3.50' 3.65' 5.09' 3.50' & ASSOCIATES SAN DIECO, INC Pt.ANNING 10179 Huennekem St!'Nt ENGINEERING San Diego, C,a 9212'1 SURVEYING l'H(858)558-4500 · FX(858)558-1414 REMARKS 24" RCP 1350-D 24 • RCP 1350-0 24" RCP 1350-D 24" RCP 1350-D 18" RCP 1350-D 18" RCP 1350-D 12" PVC 1350-D 12" PVC 1350-D 12" PVC 1350-D 12" PVC 1350-D 12" PVC 1350-D 12" PVC 1350-D NOTE: STORM DRAIN INLETS SHALL BE CONSTFIUCTED USING INLET BASKETS WITH HYDROCAR80N ABSORPTION. USE DRAINPAC FILTER INSERT OR EQUIVALENT. I I ESKER WAY 20 0 --·; __ --::-:F~ - -+ - . ----.;: __ _ I 20 40 60 ' --------- -~~--~ -...... ::·. ·[ ~ -___ -\·:= l::-:-:- --•-•_•--.-_·_ •-_-I C .. j ALL SURFACE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS ARE PR/VA TE. ALL WATER AND SEWER IMPROVEMENTS ARE PUBLIC : ___ :_>--_--- -------- --- ___ --- CENTERUNE DATA:._,__ ___ --1 ec',.,ll.+-""BEA=R~IN~G;i;.,:c;:DE~l,.c,TA:,___---l----'RADIU-'S-+----L=E~NG=-TH~---1------"RfMA=-'-RKS=----.1 7 N 71·23'26" E 143.16' CURB DATA 0 BEARING/DE~,L.,_.T,._.)l_--1-__:RA=D:::IU:=S_-1----=:LEc:_N:::G::.:THc:___...__ _ _:R.:::E:MA=cc:RK-"'S'----.I 7 9UDD'OO" 20.00' 31.42' 6" TYPE G C.kG f--2-+-'-N~71=-.2-'-3'-c'2-6~.~E--f---=~--t--~66'-.~, 6c,'-+~6~"~1YP~E-G~C.kG~ - 3 9UOO'OO" 20.00' 31.42' 6" TYPE G C.kG 4 90"00'00" 20.00' 31.42' 6" TYPE G C&C ------------1----===---1------=-=::.,--l--'=--==-=:._::_=---1 5 N 77•23"26" E 66.16' 6° TYPE G C.=~=--------1 f--6-+-90-•-oo'-·=-oo'-·=-----+---2-0-. o-o..,.' -+--3-1_.4_2c-c,-+-6~.-TYP~f:~G C.kG '---"-'--=-=-=-=-=-=----..L.--=-=-~~ WATER DATA \ , BEARING/DELTA RADIUS LENGTH REMARKS 1 N 11•23'26" E 11.25' 6" PVC CL-150 2 N 71"23'26" E 17.50. 8" CMLJeC CL-150 c-=~=--+-------+--'-==-c--+-''-cc-==~=-'---'---l J N 71•23'26" E 68.14' 8" PVC CL-150 --.. ·- 4 N 71'2J'26" E: 16.54' 6" CMLJeC CL-150 5 N 71"23'26" E 10.56' i 8" PVC CL-150 _-:__ _ _j_ ___ _J _ __:==-_j_---_:_::::__:::::__=:---1 SCALE !"= 20' BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 4!54+92 PER R.S. 1800-1 RECORDED: ELEVATION· COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 68.479 DATUM: NGVO OF 1929 ENGINEER OF WORK ~_ty/J..L_ RClND L. MARTIN R.C.E. NO. 48670 EXP. tl/30/0'- REVIEWED BY: \. I MC·•' -d IN"-"ECTOR IMPROVEMENT AND UTILITY PLANS FDR: CALA VERA HILLS VILLAGEE-1 DATE IAROVED LLOYD HUBBSP'r 1 , l----+----+-----------------+------1------l------1-----1-IC' -.:ie-_/7 /~ -• /1>/1 ,._::, Cl1Y ENGINE~ RCE 23~9 EXP. 12/31105 , • DATE DATE INITIAL DATE INITIAL ENGINEER OF WOR> REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: --;,r.-.,..-- CHKO BY:. ['~i-,!',---- RVWO BY: PROJECT NO. CT0l-03 DRAWING NO. 405-6 1 l '.!i -I "' .. ~ > " " ~ <t ~ ~ '.!i .._ ______________________________________________________________________________________________________________________________________________ .,1,x W.O. No. 553-0163 f!IN : ' I ' 1' j : I 'I i , I , I I ! I 101403 .... 0 9. --, __ _ ~---+----+----'----+ ___ -_L_ j ' ' I --<--- _-+-__ I ' --------:·-1 -- -1 ---T ---- 1·-- F~=! ------------l _ I ' +-~--- --------- I ----I-I (C___f_ _____ -----!..:1-:~:-·· ---------------+---+ __c_j-----!--==1~~-----~-~+------+-, J - ' ----------+--+--+- t----:::-::+:-·· -+---+ I - -----+--+- --------,---+- ---- - ---------'. ;t· ---1---·tcfc==tc-=t=i~l=c= --d- , ,.' +-- ---_:__:_::~r- i - -----~;-----T 5-- ! -----,------,------' L _-__ -L ,---------- -_:__-=4--- --! ---, ~=::Cj::i:::-- --i --r-- -+--+--I -t------- -, I • -~l-------I --• --l - I -----r--·-. ___ -___ :-:t __ --- --> --r. ---L---, __ ---f--- ---• --!--- ::: t --CC-: I •.•. I-+--+ _[:_--- ---,---f----+--r -.:~ t--+--+ .i:~---- I ii' i.-:-::-: ___ ·:_ ·::=-·-:---_:_....:.:..:.~..: -' . ------- i ___ J_ ----· ,' --::: :_ ---1=--. 1 --------+--- ' . _ ___._ - ' i I I , I -, ' . ------- 1 •-• ---Ey ,----ft✓?"--AC -~::, ' -1-_ _J_=-=~----------•--- ----/ ---->---- ( /NOJ;,.,.,,rt { NOTE: STORM DRAIN INLcTS SHALL El< CONSTRUCTE:D USING INLE:T BASKcTS WITH HYDROCARBON ABSORPnON. USE DRAINPAC FILTER INSERT OR EQUNALENT. NOTE: PRIOR TO THE: COMMENCEMENT OF CONSTRUCnON WITHIN THE RIGHT-OF-WAY OF CARLSAO VILLAGE DRIVE, THE CONTRACTOR MUST PROVIDE AN APPROVED TRAfflC CONTROL PLAN. HUNSAKER & ASSOCIATES SA1'4 DIECO, INC. PLANNING 101?9 Hll!nneken~ Stmet ENGINEERING San Dwtgo, Ca. 92121 5URVEYINC l'H(858)558-4500· FX(SSB)SSe.141< I - -,-- •I -~;-.;F:::i::: - 34 -------------t---1 : I - 50+00 ,,.,,~~ ~~-;,~/ .,,",,c,<._ I , ! ' ,I I I I ··r T l: -- 51+00 ---/"" ~ ! ,, ,, --- Ii I _jC'--+-~----! OFFSITE JI ,==--=-----------I SEWER ' I ' ' i I I I I I ' I ' --------- --t-------------_____ , ______ . --· ---------+----. ---.. .. - . ------r ----- :r·- 0 -----.. ----------, - -------------- (··- 52+00 ,;- i i I / LINE I I , I I l I I I I i / 'T-41::'----V ~----------. ---------- I I I -----------1-- 53+00 /i I ! : i RFAC/NG TRENdH RESU PER--OWG. NO 1/ I / I / I ' G-2-4-/ / , .I / i ; I /j II If ii I I if I , i 'j // / I ~1-'1 DATE INITIAL ENGINEER OF WORI --- -'-- I I - - -__ }:: -. --------+--- ··1 ---:::: : ___ ----+-- ---~----~ ::·i I 20 0 20 40 ----- SCALE 1 '= 20' ;,,_~~ ,,,,_ / -_ _[ __ _ ALL SURFACE IMPROVEMENTS AND DRAINAGE IMPROVEMENTS ARE PR/VA TE. ALL WATER AND SEWER I - -:··: I =+ IMPROVEMENTS ARE PUBLIC 1 - 60 L,------,.--,----,--,-,.--,--,-----r---r---,----1 -L PROFILE SCALES HORIZ, 1"=20' VERT. 1 "=4' SEWER DATA RAD/US LENGTH r N 14•1s·oo· w 6.2J' 2 15"JJ'4J" 200.00' 54.32' ~-+-- J N J4"42'22" W 137.95' •!ND/CA TES STEEL ENCASED SEWER REMARKS B PVC SDR-J5 s• PVC SOR-JS 8 • PVC C-900• ENGINEER OF WORK ',W S~ 1-rl~ ~ P>I>~ ~~~~ 1'/z.5/4.s DATE ' R.C.E. NO. 48670 EXP. 8/30/0C.. BENCH MARK "AS BUILT" DESCRIPTION: STANDARD M-10 STREET ~~1-.1: vl'ofESS/~ ~#"I) L. LOCATION: I!' $ .,~ , - ii NO. <411670 % iii '/1, EXP. 6/30/0r,, {: RECORDED: ~ , / ,. " ~ ~ 0,, c,t;.1~ ELEVATION; - II\\ A<>-OUIL.T REVISION DESCRIPTION i I CENTERUNE WELL MONUMENT CENTERUNE OF EL CAMINO RtAL .,./r/o~ AT ENGINEER'S STATION 454+92 RCE 4e,c.,,o EXP. "'-i?:>"{Qw DATE PER R.S. 1800-1 COUNTY BENCH LEVELS (NO. REVIEWED BY: O__.e_ .. /... COUNTY VERT. CONTROL DATA) 1olz1-ll1t -68.479 DATUM: NGVD OF 1929 ,)ti! PECTOR DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL LlD. 1 CITY OF CARLSBAD ~ 2 tNGINEERING DEPARTMENT IMPROVEMENT ANO UT/L/7Y PLANS FOR: CALA VERA HILLS VILLAGEE-1 APPROVED LLOYD HUBBSdJ-,,_,;, /_y • Ill -HINEE~-EXP.12/31/05 " ,, DATE DWN BY: CHKD BY: ,~<., f'NWD BY: ,,,,..-;,,•'/ ' ,11' 11 .: I I, 11 ,, 11I I 'i PROJECT NO. CT0l-03 ' ' DRAWING NO. 405-6 W,O. No. 55.3-0163 BIN 101403 -ru 6 -e\ 0 0 ru I "' ru I a, :J "' M "' r-- (lJ - ~ Ol • -,, --~ "' -0 / I \ w 0 !I C ... • > ''i ... G') ~ 0 0 u / .... .,:. c> C ... w 0 .. N / (JI "' "' -0, 0 / & i I ' ' ' ' I , I LOT NO. 1-2 3 4 5 6-7 8-9 10 11-12 13 14 15-16 17 18-19 20-21 22 23 24 25-26 27 28 Rer.. Lot STREET STATION OF LATERAL ATMAIN 25+98.20 51+04.10 SWR 10+93.40 12+ 10.12 13+51.84 14+96.81 15+85.61 16+94.72 18+60.50 23+95.35 26+10.63 11+82.50 13+46.84 15+20.17 17+17.99 20+45. 10 11+70.50 11+75.50 11+08.08 24+46.98 11+80.50 SEWER LATERAL TABLE STREET LATERAL DEPTH LENGTH INVERT STATION ELEV. BELOW OF OF AT CURB LATERAL ATMAIN LATERAL PL PL TOIE IE ATPL IE (1) (4) 351.98 25+98.20 356.51 6.04 27.00 350.03 10+82.18 360.30 6.04 9.57 349.22 30+05.00 SWR 366.74 6.04 6.88 362.15 12+ 10. 12 363.53 6.04 27.00 365.15 13+51.84 366.51 6.04 27.00 367.25 14+96.81 369.55 6.04 27.00 368.29 16+ 17.82 369.88 5.54 51.69 366.66 16+94.72 367.92 6.04 27.00 363.53 18+60.50 364.77 6.04 27.00 354.26 23+95.35 354.87 7.24 27.00 351.86 26+10.63 356.67 6.04 27.00 361.56 11+82.50 362.95 6.04 27.00 365.04 13+48.98 366.67 6.04 22.12 367.53 15+20.17 370.04 6.04 27.00 366.22 17+17.99 367.48 6.04 27.00 359.26 20+45.10 361.67 6.04 27.00 360.88 20+ 11.83 CDS 363.95 6.D4 63.37 361.97 20+23.82 CDS 364.14 6.D4 37.04 360.70 11+08.08 362.18 6.04 27.00 353.72 24+46.98 355.55 6.04 27.00 362.07 20+66.90 CDS 362.07 6.04 51.00 I, I I , , I, DROP LAT. TO SLOPE MAIN % (2) 1.20 12.33% 10.15 2.00% 11.34 2.00% 0.84 2.00% 0.82 2.00% 1.20 2.00% 0.56 2.00% 0.72 2.00% 0.70 5.67% 0.20 2.25% 1.20 13.37% CL PL 0.85 2.00% LENGTH OF LATERAL 1.19 2.00% 1.20 8.56% TC 0.72 2.00% 0.63 6.58% 1.20 2.95% 1.20 2.62% 0.94 2.00% DEPTH BELOW PL 1.20 2.33% 1.20 2.25% 1.0' MIN DROP TO MAIN ENGINEER OF' WORK ~~/4./2 .t / l"J'/4) "40ND L. MARTIN DATE R.C.E. NO. -4867D EXP. 6/30/0t,, \ BENCH MARK "AS BUILT" DESCRIPTION: STANDARD M-10 STREIT CENTERLINE WELL MONUME:NT ~d,e1,.~1: r/rh, LOCATION: CENTERLINE'. OF E:L CAMINO REAL I AT ENGINEER'S STATION 454+92 DATE I RCE -4~,Q EXP . .;&,l':>O{<& ' PER R. 5. 1800-1 ' ' RE:CORDED: COUNTY BENCH LEVE:LS (NO. REVIEWED BY: COUNTY VE:RT. CONTROL DATA) (7,,. ... , . • I M'"'-+4 6 . ''" E:LEVATION: 68.479 DATUM: NGVD OF 1929 IN"'°ECTOR DATE , ~ CITY OF CARLSBAD m 2 ENGINEERING DEPARTMENT 2 IMPROVEMENT AND UTILITY PLANS FOR: CALA VERA HILLS VILLAGEE-1 HUNSAKER & ASSOCIATES APPROVED_ LL(!!'D _!:!UBBS IT': • ,, ✓.,I, L- CITY ENGINEERi;R(E 238 EXP.12/31/05 ,;' 7 DATE SAN DIEGO, ii',IC t'tU-1 1\ t>O -ClUIL.1 DWN BY: PROJECT NO. DRAWING NO. PLANNING 1017'9 Huennekens Street ENGINEERING San Diego, C.a 92121 SURVE~ING PH(858)556•4500· FX(658)558·141-I DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY:~ CT0l-03 405-6 REVISION DESCRIPTION RV'WD BV: .. ENGINEER OF WOR~ OTHER APPROVAL CITY APPROVAL R:\6196\lEng\Cula.vera E-1 \01961612.dwg[ 1275]Aug-l5-2003~14140 ~.Q No. 553-J163 r:, I\J ~ i I ' ' I I I ' , I,