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HomeMy WebLinkAboutDWG 422-6R; CT 03-01; LA COSTA RESORT & SPA WATER MAIN; 01-03E 0 <O - <O 0 N ('.) z « "' f- I ('.) "' 0 0 0 I "' 0 I n I [L I N N > _J 0 n V, « _J _J > 0 0 « u N N 0 0 "' "' « f-« 0 [L GENERAL NOTES 1. THIS PLAN S\ffRSEDES ALL OH-ER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IWROVEMENTS SHOWN ON THIS SET OF PLANS . 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA IVE ANY PORT!Cl'l OF Tit CARLSBAD ~IC IP AL COOE , RESCl..UTI Cl'l OF COO IT I Cl'lAL APPROVAL , C !TY STANDARDS OR OTltR ADDITICl'lAL OOCUIENTS LISTED ltRECl'l AS TltY MAY PERTAIN TO THIS PRO.£CT. Tl£ ENGINEER IN RESPO>ISIBLE ~ARGE SHALL REVISE TltSE PLANS WHEN Na-l-C(l\lfQRMA/-.cE IS DISCOVERED . 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE Tit DEVELCPER OR ENGINEER- OF-Wll,K FRCM RESPCl'lSIBILITY FOR Tit CffiRECTICl'l OF ERRffiS AND CMISSICl'lS DISCOVERED MING CONSTRUCTION . ALL PLAN REVISIONS SHALL BE PROWTLY SUBMITTED TO Tl£ CITY ENGINEER FOR APPROVAL . 4. A RIGHT--OF-WAY PERMIT FRCM Tit CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN Tit PUaIC RIGHT OF WAY. PRIOR TO PERMIT ISSUOCE, A CERTIFICATE OF INSUlANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITICl'lAL INSURED Cl'l Tit PERMITTEE'S PCl..ICY IN THE MINIMlM At.lJl.,NT OF $1,000,000 .00 FOR EA~ OCCUlRENCE OF LIABILITY . Tit INSUlOCE CCMPANY WR ITING THE POLICY MUST HAVE A RATING OF "A-" 00 BETTER AND A SIZE CATEGORY OF QASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIOC 5 . NO WiJ,K SHALL BE COt.t.AENCED UNTIL ALL PERM ITS HA VE BEEN OOT A I NED FRCM THE CITY ANO OTHER APPRCPRIATE AGENCIES . 6 . REVIS I ON OF THESE PLANS MAY BE REQUIRED IF Tit PRCl'OSED IMPROVEMENTS ARE NOT Ca-lSTRUCTED PRIOR TO Tit DEAU..INE DATE OF Tit IWROVEMENT AGREEMENT . 7. NO REVISICl'lS WILL BE MADE TO MSE PLANS WI THOJT Tit WR ITTEN APPROVAL OF Tl£ CITY ENGINEER , NOTED WITHIN THE REV!Sla-l BLOCK, Cl'l THE APPRCf>R I A TE Sf-EET OF Tit PLANS AND Tl TLE SHEET . 8 . ORIGINAL DRAWINGS SHALL BECCME Tit PRCPERTY OF Tit CITY Lf'Cl'l BEING SIGNED BY Tit CITY ENGINEER . 9. Tl£ ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT COOITICl'lS BY H-£ ENG I NEER--OF -WORK PR I OR TO FINAL ACCEPTANCE OF Tit WORK BY Tit CITY . 10. ACCESS FOR FIRE ANO OTf-ER EMERGENCY VEHICLES SHALL BE MAINTAll'£0 TO Tit PRO.£CT SITE AT ALL TIMES IJJRING CONSTRUCTION . 11. Wt£RE TRENO-E:S ARE WITHIN CITY EASEMENTS, A SOILS REPORT COWRISED OF: (A) SUt.t.AARY SHEET , (B) LABORATORY WORK SHEETS AND (C) CCMPACTION CIBVES, SHALL BE SUBMITTED BY A PROFESSICl'lAL ENGINEER OF Tit STATE OF CALIFORNIA , PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS ME~ANICS . Tl£ SOILS REPORT WILL E£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORK ING DAYS OF COMPLETION OF FIELD TESTS . Tit WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUlMITTED TO THE CITY ENGINEERING INSPECTOR UPON CCMPLETION OF Tit FIELD TESTS . 12 . A PRECONSTR\JCTIOO M:EI11% SHA! L BE t£1 P AT It£ SITE PR!ClR TO Il£ BEGINNING OF WORK AND SHALL BE ATTEl'ffD BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTtt:R ASPFC(S ~ It£ WORK Tit CONTRACTOR SHALL SO£IJU..E THE MEETING BY CALLING760 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING Ca-lSTRUCTION . APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCf-EDUL I NG . 13 . ALL INSPECTION REQJESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24--tiOLR INSPECTION REQl£ST LINE AT (760) 438-3891 . INSPECTION REQl£STS MUST BE RECEIVED PRIOR TO 2:00 P.M. 00 THE PAY 6EEQRE It£ INSPECTION IS t£EPED INSPECTIONS WILL BE MADE Tit NEXT WORK DAY UNLESS YUJ REQUEST OTltRWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE Sa-£1JJLED FOR TWO Fl.l..L Wll,K DAYS LATER . 14 . Tit OWNER ANO/OR APPLICANT THROl0-1 THE DEVELCf>ER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTA IN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL , STATE 00 FEDERAL SAFETY AND ltALTH STAJIOARDS, LAWS AJIO REGLLATIONS . 15 . Tl£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO Tit CITY ENGINEER AJIO/OR CONCERl'£0 AGENCY SHOWING Tit DESIGN OF SHORING, BRACING SLCf>ING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FRCM Tit HAZARD OF CAVING GRUJND IJJRING Tit EXCAVATION OF SUCH TRENCH OR TRENCHES OR DIB I NG Tit PI PE INST ALLA TI ON TltREIN . THIS PLAN MUST BE PREPARED FOR ALL TREN~S FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY Tit CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION . IF THE PLAN VARIES FRCM THE SHORING SYSTEM STAtOARDS ESIAft ISJEQ BY It£ CONSTR\ICTION SAFETY OOOCBS TUI E 8 CALIFORNIA A~INISTRATIVE COOE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF Tit OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION . 16 . IF ANY AR~AEOLOGICAL RESOUlCES ARE DISCOVERED WITH IN ANY WORK ZONE Dlll I NG CONSTRUCT! ON . OPFRATI ONS w II I CFASF r WD r ATE) y AND Tit PERMITTEE WILL NOTIFY THE CITY ENGINEER . CPERATIONS WI LL NOT RESTART UNTIL Tit PERM I TTEE HAS RECEIVED WRITTEN AUTHOR !TY FRCM THE C !TY ENGINEER TO DO SO . 17 . ALL CPERATIONS COIO,CTED Cl'l Tl-£ SITE OR ADJACENT THERETO , INCLLOING WARMING U', REPAIR , ARRIVAL, DEPARTUlE OR CPERAT!Cl'l OF TRUCKS, EARH-t,tOVING ECIJIPMENT , CONSTRUCTION EQUIPMENT AND N-lY OTltR ASSOCIATill GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUIISET EA~ DAY, MOOAY TH<U FRIDAY 00 NO EARTH,KJVING OR GRADING Cf>ERATIONS SHALL BE COOJCTED ON WEEKENDS OR HCLIDAYS . (A LIST OF CITY HCLIDAYS IS AVAILABLE AT M ENGINEERING DEPARTMENT COJNTER .) 18 . ALL OFF-SITE HAUL ROUTES SHALL BE SUlMITTED BY Tit CONTRACTOR TO THE C !TY ENG I r:EER FOR APPROVAL TWO FLLL WOOi< I~ DAYS PR !OR TO BEGINNING OF Wll,K. THE Ca-lTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALCNl THE HAU, ROJTE OR ADJACENT STREETS AS A RESULT OC THE GRADING Cf>ERATION . 19 . NO BLASTING SHALL BE CCMMENCill WITHOUT A CITY ENGINEER APPROVill BLASTING PROGRAM. 20 . Tit EX I ST ENCE AND LOCATION OF UT! LI TY STRUCTURES AJIO FACILITIES SHOWN ON THE CONSTRUCTION .f'LANS WERE OOTAINED BY A SEARCH OF Tit AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FRCM THAT SHOWN ON Tit PLANS . Tit CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEAS\KS TO PROTECT n£ UTILITIES SHOWN ON THE PLANS AND N-lY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN . 21 . Tl£ CONTRACTOR SHALL VERIFY Tit LOCATION OF ALL EXISTING FACILITIES ( ABOVEGRCIJ\O AJIO l.NlERGROU-0 ) WITH IN Tit PRO.£CT SITE SUFFICIENTLY AJ-£AD OF Tit CONSTRUCTION TO PERMIT Tit REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FCIJ\O THAT Tit ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PRO'OSED WORK . 22 . THE CONTRACTOR SHALL NOTIFY AFFECTill UTILITY CCMPANIES (SEE BELOW) AT LEAST TWO FULL WiJ,K I NG DAYS PR I OR TO START! NG CONSTRUCT! ON NEAR Tf£ IR FACILITIES AND SHALL COORDINATE WORK WITH A CCMPANY REPRESENTATIVE . l-"OERGRUJND SERVICE ALERT (800l 422-4133 Si'.lGl!E (800 660-7343 PACIFIC BELL/SBC 800 892-0123 ADELPHIA CABLE COt.t.ALN ICATIONS 760 438-7741 ATtT 760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) 760 434-2980 CITY OF CARLSBAD(SEWER ,WATER le REQAIMED WATER) 760 438-2722 LEUCADIA WASTEWATER DISTRICT (SEWER) 760 753-0155 WATER IMP ROVEMENT PLANS FOR WORK TO BE DONE EL LA COSTA CAMINO RE AL RESORT & SPA AND COSTA DEL MAR THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWIN G DOCU MENTS, CURRENT AT THE TI ME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 2004-304 DATED SEPTEMBER 21, 2004. WATER NOTES 1. WATER MA IN AND APPIBTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY Of CARLSBAD ENGINEERING STANDARDS VOLlJME 2 POTABLE Af'll RECYCLED WATER STAf'llARDS AND VOLUME 3 STANDARD DRAWINGS AND NOTES , DATED JlK 30 , 2004 OR LATEST REVISION . 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION Of INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL AD,ERE TO ALL PROVISIONS Of THE STATE CONSTRUCTION SAFETY ORDERS . 3 . BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D . LINES , A PERMIT SHALL BE OBTAINED FROM Tl-£ C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND DISTRICT SLPERINTENDENT. 4 . A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MIN IMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS . THE CONTRACTOR SHALL NOTIFY Tl-£ CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION . (TELEPHONE NO. (760 ) 438-3891 ) FOR Sa-tEOULING . 5 . NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT , ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK. ANY EXCEPTIONS SH ALL REQUIRE WR ITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6 . THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE Of MATERIALS FOR THE FIRE LINE LOCATED BETWEEN THE DETECTOR Cl-ECK VALVE AND BUILDING SHALL BE DETERMINED BY Tl-£ C !TY OF CARLSBAD FI RE MARSHALL . 7. ALL RECLA!t.£D WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS 2004 OR AS AMENDED . ALL BIBIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION . IF 8 . DEVELOPER/OWNER CONOUCTS SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. INDEX MAP SCALE: 1 "=100' KEY MAP LEGEND PROPERTY SOI.WAR Y STORM DRAIN WATER LINE FIRE HYDRANT 51-EET NO. - COSTA COflOO N0.4 MAP N0 .6520 PACIFI C OC EAN CITY OF OCEANSIDE CITY OF VISTA VICINITY MAP NOT TO SCALE INDEX OF DRAWINGS SHEET NO 1 2 3 DESCRIPTION TITLE SHEET WATER LINE -COSTA DEL MAR WATER LINE -EL CAMINO REAL •DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT , THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF Tl-£ PRO..£CT AS DEF!t--ED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CCO::, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS . I UNDERSTAND THAT Tl-£ CHECK OF PROJECT DRAWINGS AND SPECIFICAT!l)',IS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER Of WrnK , OF MY RESPONSIBILITIES FOR PROJECT DESIGN . F I RM: RBF Cl)',ISUL TI NG ADORESS: 5050 AVENIDA ENCINAS, SUITE 260 CITY , ST: CARLSBAD CA 92008 TELEf'HOI\E: (760) 476 -9193 BY: ~:t2t;: -~ TIMOTHY M. THIELE DATE: rz-~-IX, RCE NO: __ ..,C'-"'60"'2"'8""3 ________ _ REGISTRATION EXPIRATION DATE: 06-30-08 CONSULTAN T: P L ANNI N l3 ■ OESION ■ C □N BTR:UCTl □ N ~ Service Alert Cal: TOU. i lEL 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG ■ • ■ CONSULTING ENGINEER OF WORK : -r&rU«~ TIMOTHY M. THIELE 760-60J-624J 5050 AVENlDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX 760.476.9198 • www.RBF.com DA TE: IZ.· !.·Ofo R.C.E # C60283 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY SLADDEN ENGINEERING DATED NOVEMBER 11, 2003 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMEN TAL APPROVAL DOCU MENTS MPA #03-02. 9. STORMWATER POLLUTION PREVENTION PLAN PREPARED BY RICK ENGINEERING COMPANY, DATED OCTOBER 17, 2003, WDID #9 37S318589. 10. CALIFOR NIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK; AND THE STATE OF CALIFOR NIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND "FSUJlliOh DWG.NO. m ■OL QlltHTITY EXISTING CONTOLR EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING PROPERTY LINE PROPOSED EASEMENT -----2 SITE II CITY OF 8 SAN MARCOS -----"fr.----- PROJECT LOCATION PROPOSED 6" PVC WA TER LINE PROPOSED 10" PVC WATER LINE PROPOSED 12" PVC WATER LINE PROPOSED 12" CMLC STEEL WATER LI NE (10 GA) PROPOSED GATE VALVE (G .V.) CMWD W-13,W-16 PROPOSED THRUST BLOCK (T .B.) CMWO W-15 PROPOSED BLOW-OFF VALVE (8.0.) CMWO W-6 PRCPOSED MANUAL AIR RELEASE (MAR ) CMWO W-6 PROPOSED SAWCUT TRENCH RESURFACING RECONNECT EXISTING F.H. SDRSD G-24 TYPE A THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 216-210-04 BENCH MARK II I> 0 • I THE CAUFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1,976,000 E 6,249,000 A STREET CENTERUNE MONUMEN T ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA, PAGE 184. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN !)',I THESE PLANS WAS GENERATED BY AERIAL PHOTOGRAPHY FROM INFORMATil)',I GATI-ERED ON FEBRUARY 14 ,2005 BY RBF CONSULTING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BEARINGS THE BEARINGS ANO COORDINATES SHOWN HEREON ARE BASED LPON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (1991 .35 EPOCH), ZONE 6 , BASED LOCALLY UPON THE FOLLOWING SURVEY CONTROL POINTS AS SHOWN ON RECORD OF SURVEY 17271 . POINT NO, 157 047 HPGN.J:;A 1107 CLSB-047 CCS 83 (1991.35), ZONE 6 NORTHING EASTING 1992291.232 6247272 .614 1985922 .532 6241083.953 ELEVATION: 113.122 ADJJSTED REFERENCE PLANS MAP NO. 14984 CERT. OF COMP. 05-37 QTY OF CARLSB AD DRAWING 42 2-60 DEVELOPER LA COSTA RESORT AND SPA 2100 COSTA DEL MAR ROAD CARLSBAD , CA 92009 PHONE: ( 760 ) 438-911 1 FAX: (760) 929-6313 CARI.BEAD FIRE DEPARTMENT .---------------------1 REQUIREMENTS CARI.B EAD MUNICIPAL WATER DISTRICT fl,/~ 1z./11/ o, DAVID A. HAUSER DEPUTY ClfY ENGINEER R.C.E. 33081 DArE EXP. 6/30/08 NO. OF F H.(s)L FFLow l'i<A> GP M ouT oF .1.. F H (s) :~:_ mo,J>f>0~/4;~ DATUM: NAVO 1929 P.E. 6C>2 83 EXP. 6/30 /10 INSPECTOR 31 LF 79 LF 605 LF 60 LF 6 EA 8 EA 3 EA 4 EA 1450 LF 5400 SF 2 EA 1-z-11-cB DATE J-J?,-,:,C, DATE fsHm7 CITY OF CARLSBAD I SHEJETS I 1----+-----+----------------------ll----+---+----+----l L__Lj ENGINEERING DEPARTMENT l----+-----+----------------------11----+---+----+----l 2. A 5-tJU!/... TS & NfW GoNNE.G'nON FOi'-F i!'.i;'. 51<.f<.Y\CE. DAT£ INITIAL DA TE INITIAL DAT£ INITIAL ENGINEER Of WOOK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL T ITLE SHEET FOR: LA COSTA RESORT & SPA CARLSBAD, CA PROPOSED WATER IMPROVEMENTS APPR01 D: ltcof 1 _,011 , CONRAD. C HAMM ANN, JR. sy,a_ ,1L... IIYI' ,.,.,,oe /z.j,,1/.6 CITY ENGINEER PE 33069 EXPIRES 6/30/08 DATE 1 I DRA'M NG NO. 422-6R L__ _______ _, PROJECT NO. CT 03-01 I----------------------------------------------------------------------------------------------------------------------------------------------...1 013009 0130 07 0 ::E 1--" G") 0 ~ -....., w II.) 0) :::0 E 0 u) <D 0 N CJ z <( O' >- I CJ ,. 0 N 0 0 I ,. 0 I n I o._ I N N > _J 0 n U1 <( _J _J 5 0 0 <( u N N 0 0 u) u) <( >- <( 0 o._ EXISTING 12" ACP WATER LIN:: PER CMWD PRO£CT 707 71:fTI~'...J.;_~,_: .. PL.ACE; l;;X 12" . NECT TO EX 12" "FL .TEE I< T -12•· FLxPJ G , .... 2" 8 • CAUTION ! ! ! NO CUTTING OF ASBESTOS CEMENT PIPE (ACP ) IS PERMITTED . CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING At-0 INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THIS STATION . "' ~ N " co 0 - NOTE: APPROVED TRAFFIC CONTROL PLANS ARE REQUIRED FOO ANY WOOK WITHIN EL CAMINO REAL. "- "' SCALE: HORIZ. 1 "= 40' VERT . 1"= 4' 0 n SLURRY FILL .At-0 (D ABAt-OON EX . 6" ACP I< n --..:;;:__:iQUITCLAIM EX . 20' EASEMENT R 06-1()6 ' 20 ' _f:~l;;ME!jT PER D0C .2,""'•01'''1 5"' REC . '1-/-oB PR 06-105 1.3+00 0 L MAR i. STREET)f • AB C Q s 6 "' -< w "' • I- _J ~ <D "- • 3E O • -O x ~ ' u- 7 n -w O' >- 8 SCALE: HOR IZ. 1 "= 40' VERT . 1"= 4' \<¥? ~✓~---45!.,~ LO WTR • 1 ' THRUST WALL TABLE WATER DATA TABLE ( SPA ROOMS REMOVE EX. 6" ACP ;™; j w' ~1SEMENT CONSULTANT: PIPE STA PIPE TOTAL AREA A PRESSURE THRUST OF BLOCK 10+65 .97 205 PSI 24000 LB 9.6 SQ FT 2 .5 ' 11+15 .97 205 PSI 24000 LB 9 .6 SQ FT 2 .5' *SEE CMWO W-34 FOR THRUST WALL DETAILS NOTE· CONTRACTOO TO VERIFY EXISTING 12" WATER PIPE AND ALL EXISTING UTILITIES PRIOR TO TRENCHING FOR NE W PIPE . CAUTION ! ! ! B 1. 0' 1. 0 ' NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL RE MOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS P[PE TO INSTALL THE BENJ AT TH[S STATION. EXISTING 6" ACP 40 D 40 80 1~ ~ I I GRAPH[C SCALE C 0 1. 2 ' 3 .2' 1. 2' 3.2' 120 I INOI BEARING/DELTA RADIUS LENGTH NOTE PRESSURE ZONE 1 N 81"19'30" E --26 .51' 12" PVC CL-200 C-900 HG . 318 2 N 36 '19'30" E --22 .86' 12· PVC CL-200 C-900 HG . 318 3 00•51 ·01· 780 .00 '* 11.60' 12" PVC CL-200 C 900 HG. 318 4 04 °24 '25" 780 .00'* 60 .00 ' 12" CMLC-' STEEL 10 GA HG . 318 5 33• 29' 10" 780 .00'* 449 .54 ' 12" PVC CL-200 C-900 HG . 318 6 00 •35'02" 780.00'* 8 . 18 ' 6" PVC CL-200 C-900 HG . 318 7 N 87" 19' 17" E --22 .43' 6" PVC CL-200 C 900 HG . 318 8 N 47"03 '21" W --78 .66' 10" PVC CL-200 C-900 HG . 318 *NO DEFLECT[ONS AT BELLS, FITTINGS OR OF THE PlPE WILL BE ALLOWED . THE USE OF DEFLECTION COLLARS SHALL BE REQUlRED . + AL,L ":>•Eel ?•PE .o e,ec T.Ai"E.-w!iA; Pi&ll. t=e12 CMwD -:,,,4-+J"C:>412-DS EX ISTING EASEMENTS (D 10-15-1974 CMWD WATER EASEMENT DOC 74-273988 (PORTION TO BE QUITCLAIMED) (D 07-09-1965 LCWD SEWER EASEMENT DOC 123282 @ 10-08-1984 CMWD WATER EASMENT DOC 84-380189 (TO BE QUITCLAI MED ) © 05-28-1993 STREET EASEMENT DOC 93-340673 @ 10-1 6-1956 SDGl<E EASEMENT DOC BK6301 PG162 @ 05-28-1993 SIDEWALK I< UTILITY EASEMENT DOC 93-340674 •ASBUILr ~Yu.¥ /'Z. -3 ,-& P.E. GO :z S3 EXP. t,/3 0/10 DATE REVIEWED BY: W J..L.:-,, I 'f'%e INSPECTOR DATE ' -------je------+------------+---+----ir----t---1 I SH2EET I CITY OF CARLS BAD I SHJEETS I ,-~:==:'.'-'===E::::N:::Gl::::N:::EE::R:::l:::::NG::::::::D:::E::::P:=A:::::RTM:':=E=:N:::::T===--'===~ IMPROVEMENT PLANS FOR: P LANNING ■ DEBION ■ CONST RUCTION LA COSTA RESORT & SPA CARLSBAD, CA PROPOSED WATER IMPROVEMENTS CONSULTING ENGINEER OF WORK: ~~ u ·'R 5050 AVENIDA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX760.476.9198 ■ www.RBF.com DATE:/Z·S-ot, DA1£ TT INITIAL R.C.E # C60283 ENGINEER Df WORK 2 A5·8U!L1"5 REVISION DESCRIPTION DA1£ INITIAL DA1£ INITIAL OTHER APPROVAL GITY APPROVAL APPRO 'fJ..'...t jK CITY ENGI NEER PE 33069 CONRAD. C HAMMANN , JR . 12.../,1/0( EXPIRES 6 30 08 DA TE ' OWN BY: CHKD BY: RVWD BY: PROJECT NO . I DRAV.,NG NO. CT 03-01 . 422-6R TIMOTH YM THIELE 760-603-6243 :r:L------------------------------------------------------- 013009 01 3007 E a r--- '-' z <! Ct: I- I '-' ,. 0 "' 0 0 I ,. 0 I n I (l_ I -N '.;! > _J :3 n (/) <! _J _J ~ 0 <! ;;! -N N 0 0 -"' ~ <! c- <! 0 - >-E I ~A - / A O U P .t"'I: V 1-i._i...i...-i-++-l----l--l_j-~t--l-+---i-++--+----l----+_j-~t--t--+-++.:;'~,...-;+-+--+-i-f-f-t0-;.+.M-::A-:!,-i,f--lj:!-xbj!drF""'f1-f..,_=t='""~•=t---+~---t---j-t--,.j-t--f--+++-+--+-t7-f-t-f-f--+-t--H-_s--+-i-f-+-+-+-+++-+-t-t-i-f-t-t-+-+++-+--+---+---t-f-t-t-t-t----t----t---t--+---+---t----il-t-t-t-t----t----t---t--t---t---t1-t-t-t-t--T1117111 11111111111M I / ... [/ C 3 • .. -"-----2~ l-+-+--l-+++-l--+-!-l-!-+-+-+-+++--+--+---+---1-!-t--+-+-+~ ~++-,-f-t-+-+--+---+---+--+--+--+-----i'-'!;c-t"sv:f-+----H'<:I ~-I ~~ ~ Pl DP SE 1 " ~V I~ l-l----l--l-----1--l---1---1---1----l--+--++---l--+-l-+-+--+-+-+-+-H--+-+--++-+-H--+--+--+-+-+-t-H -'--'-_,_ --a - w w • :' ...J' - fl" L. • --;= --0 ~ :b I Ox ' +• N .--' ' ' n I 9 ~ ' • • i_..> 24 fr .... . . L L _u > 2 • -,,1-;i_ l:: LL ~ r 0 • I- • I-u .' ;; • t5 ,1 .. . PROFILE WTR '2' 20+00 TO 20+94 .59 NOTES : 1 . CONTRACTOR TO VERIFY EXISTING 12" WATER PIPE AND ALL EXISTING UTILITIES PRIOR TO TRENCHING FOR NEW PIPE . 2 . APPROVED TRAFFIC CONTROL PLANS ARE REQUIRED FOR ANY WORK WITHIN EL CAMINO REAL. CAUTION! ! ! NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED _ CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INST ALL ACP X PVC ADAPTORS AN) THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THIS STATION. SCALE: HORIZ. 1 "= 40' VERT. 1•= 4' .... - ~ g C ~E, H \ I\ -- - ~EIS 11,,:l'.-.~1~'•~·~p~v+++-+-l--t----l----ll-t-+-+-+++-+-l--t---f----ll-f-+-t--l-++-+--t--t---f----ll-f-t-t-+++---t---t--t-----t----11-J-t-t----j---f---f----t--t--t--t-----j-j-t-t-1T1 1--t111-11111 111111-111~ , , , , W~ ~• ... ,. ft -- I -0 4 " ' ~ ul 'l ,a-, SPA ROOMS WATER DATA TABLE NO BEARING/DELTA RADIUS LENGTH NOTE PRESSURE ZONE ~ N 12·'-i.1 '?""i" w '-14 59' , .. pvr l"'I .... t"\o C _nt"\r I-IG. 318 / c_,_,,\O"--'--"N,__W=-'0---'o'-'-1_'Z,cclc_"_,,E'----'--------'-------'<l<>c:_:_-'_:_:e,c_'_,__-"-b'_' -'---P--'-IJ"'C,---'Ll-'--'-· "2,-"-CX>---'-C,_-#1~00~--H~G.~-~_,e,_~ EXISTING EASEMENTS (j) 0 Q) (j) 10-15-1974 CMWD WATER EASEMENT DOC 74-273988 (PORTION TO BE QUITCLAIMED) 07-09-1965 LC WD SEWER EASEMENT DOC 123282 10-08-1984 CMWD WATER EASMENT DOC 84-380189 (TO BE QUITCLAIMED) 11-18-2005 CMWD WATER EASEMENT DOC 2005-1001407 •ASBUILr ~---aw# I Z · 31 -<£ EXP . (,/30/10 DATE 40 0 40 80 120 CONSULTAN T: ■ ■ ■ CONSULTING ENGINEER OF WORK : PLANNING ■ DESIGN ■ C □NSTR.UCTION 5050AVENIOA ENCINAS, SUITE 260 CARLSBAD, CALIFORNIA 92008 760.476.9193 • FAX 760.478.9198 • www.RBF.com furtU·do/ DATE :/2,·5-(){p TIMOTHY M. THIELE 760 603 6243 R.C.E # C60283 '-~1----1 __ 1------,1 GRAPHIC SCALE REVIEWED BY: c,J~ INSPECTOR DATE ~ CITY OF CARLS BAD I SHJEETS I 1---+---+----------------t--------t------t------i-------i l__J_J ENGINEERIN G DEPARTMENT l-------ll---+-----------------i-------t---t--------t----1 Ii:-, AS-8U/LTS OIi 0l -o7 11 I' DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL IMPROVEMENT PLANS FOR: LA COSTA RESORT & SPA CARLSBAD, CA PROPOSED WATER IMPROVEMENTS APPROVJ;D: _ (_ r Y: .J),.._./ ,( CITY ENGINEER PE 33069 CONRAD . C HAM MANN , JR . ,~/,.r/4, EXPIRES 6/30/08 DA TE ' OWN BY: DL CHKD BY: r V"" RVWD BY: _,,,, PROJECT NO . I DRA~NG NO . CT 03-01 422-6R ~ rL------------------------------------------------------------ 013009 013007 0 ::E w C) 0"" -II,) w II,) a, :::c