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HomeMy WebLinkAboutDWG 471-9; CT 06-15; TABATA RANCH; 01-04I l ------,--. ' I !. .• ________ ..;_-------------------------------------------------------------------------------------------•1f=O~RK:--::T:::O~B:E::--;D:O:NE;:""----------, ~ -6 GJNINJ, NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSl Y APPROVED BY THE CITY OF CARLSBAD REGARDING 11/PROVEIIENTS SHO°M'I 0/i THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN D0£S NOT LESSEN DR WAIVE ANY PDRnON OF THE CARLSBAD 1/UNICIPAL COO£, RESOLUnON OF CONDlnONAL APPROVAL, CITY STANDARDS OR OTHER ADDlnONAL DOCUI/ENTS LIS/ED HEREON AS THEY 1/AY PERTAIN TO THIS PRO,£CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REI/IS£ THESE PLANS WHEN NON~CONFORIIANCE IS DISCOVERED. J. cfry . APPROVAL OF . PLANS DOE:S NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FRO!/ R[SPONSIBJLITY FOR THE CDRRECnON OF ERRORS AND Ol,115$/0NS DISCOVERED DURING CONSTRUCnON. ALL PLAN REWSIONS SHALL BE PRO!IPTL Y SUBIIITIED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERI/IT FRO!I THE CITY [NG/NEER WILL 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERnFICAIE OF INSURANCE MUST 8£ FILED NAIi/NG THE: CITY OF CARLSBAD AS AN ADD/nONAL INSURE:D ON THE: P[RII/TIEE:'S P()LjCY IN THE 11/N/IIUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY THE INSURANCE CC/IIPANY IR/llNG 11f£ PDUCY MUST HA\'( A RAllNG OF "A-' OR a,mR AND A SIZE CAIEGORY Of CLASS Y OR 8CT1Efl AS £STABU5H£D BY "BESTS KEY RA11NG GUIDE. 5. NO WORK . SHALL BE C(/1,11/ENCED UNnL ALL PERIi/TS HAVE BEE:N OBTAINED FRO!I THE CITY AND OTHER APPROPRIA IE AGENCIES. 6. R£WSION OF THESE PLANS !IA Y 8£ REQUIRED IF THE PROPOSED 11/PRDVEI/ENIS ARE NOT CONSTRUCIED PRIOR TO THE: DEADLINE: DA IE OF THE: l!IPROV£111£NT AGR££1/£NT. 7. NO RE:WSIONS WILL 8£ I/AD£ TO THE:SE PLANS WITHOUT THE: WII/TT£N APPROVAL OF THE CITY [NG/NEER, NO/ED WITHIN THE REVISION BLOCK, ON THE APPROPRIA IE SHEET OF THE PLANS AND nTLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECO!IE THE PROPERTY OF THE CITY UPON BEING S/GNE:D BY [HE CITY E:NG/NE:E:R. 9. THE ORIGINAL DRAWING SHALL 8£ RE:VISED TO REFLECT AS-BU/LT CONOlnONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE: OF THE WORK BY THE CITY. 10. ACCESS FOR AR£ AND OTHER £11£RG£NCY VEHICLES SHALL 8£ 1/AINTAINED TO fl/£ PRO.£CT SITE AT ALL n!IES DURING CONSTRUCnON. 11. WHERE: TRENCHES ARE WITHIN CITY £AS£!1£NIS, A SOILS REPORT COi/PRiSED OF: (A) st/!11/ARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COIIPACnON CURVE!; SHALL BE SUBI/ITT£D BY A PROFESSIONAL ENGINEER OF THE STA IE OF CALIFORNIA, PR/NC/PALLY DOl/o/G BUSl/o/ESS 1/o/ THE FIELD OF APPUE:D SOILS 11,ECHAI/ICS. THE SOILS REPORT WILL BE SUBI/ITIED TO THE CITY ENGINEERING INSPECTOR WITHIN Tll1J WORKING DAYS OF CO!IPLEnON OF FIELD TESTS. THE ~lmN A[LD CO!IPACnON REPORT(S) SHALL 8£ IMME:DIA TE;LY SUBI/ITT£D TO THE CITY ENGINEERING INSPECTOR UPON CO!IPLEnON OF THE FIELD IESIS. P8£CQNSTRUC11QN WfTJNG SHAU -BE l;lfl Q AT 1Hf SITE PRIOR TD THE . -G OF WORK AND SHALL A TT£ND£ Y A R PR NTA nVES FOR STRUCnON INSP cnON SUPERVISION IESnNG AND ALL f A TOR SHALL SCHE:DULE THE ME:EnNG BY CALLING TH[ /NSP[CnON LINE AT (760) 438-3891 AT LEAST AVE (5) WORKING DAYS PRIOR TO STARnNG CONSTRUCnON. APPROVEO DRAWINGS MUST 8£ AVAILABLE PRIOR_ TO SCHEDULING. 1J. ALLr110N R£0U£STS OIHER THAN FOR PRECOI/STRUCnON M££nNG WILL 8[ !IA BY CALLING THE ENG/NEfRING 24-HOUR /NSPECnON RE [ST UN[ AT 438-91. I cnON QUESTS MUST 8£ R[CEIVED PRIOR TO 2: 00 P.M. IN >re"~r LL I/ADE THE N[XT WORK DAY UNLfSS YOU REQUEST OTHERWISE. REQUESTS MADE AF/ER 2: 00 P.11. WILL 8£ SCHEDULED FDR Tll1) FULL IIORK OA YS LA /ER. 14. THE OIINER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAF[TY DEVIC[S, INCLUDING SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORII/NG TO ALL LOCAL, STAIE AND FE:D£RAL SAFfTY AND HEALTH STANDARDS, LAWS AND REGULAnONs. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO[ SECnON 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/DR CONCERNED AGENCY SHOWING THE DESIGN OF SHOR_ING, BRACING St.OPE: OR OTH[R PROVIS/ONS TO 8£ MADE OF WORKER PROIECnON FRO!/ TH[ HA;lARD OF CA V/NG GROUND DURING TH[ EXCAVAnON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLAnON THER$/N. THIS PLAN I/UST 8£ PREPARED FOR ALL TRENCHES AVE FfET (5') DR MORE IN DfPTH AND APPROVED BY THE: CITY ENG/NEfR AND/OR CONCERN[D AGENCY PRIOR TO EXCAVAnON. IF THE PLAN VARIES FRO!/ THE SHORING SYS/Ell SUNQARQS fST.48/ ISHFD RY THf CDNSTRIJC11DN SAffTY ORDERS TtD E 8 CALIFORNIA AQ!/INISTRA nVE CODE, TH[ PLAN SHALL BE PR£PAR£D BY A RE;GISTER£D ENGINEfR AT THE CONTRACTORS EXP[NSE. A COPY OF THE OSHA EXCAVAnON PERI/IT I/UST 8£ SUBI/ITT£D TO TH[ INSPECTOR PRIOR TO EXCAVA nON. 16. If A/ff ARCHA£<X,Q!ilCAL R£SOIJRC£S ARE; DISCOVERED WITHIN ANY WORK Z0N£ OURfHG . CONSTRUCnON, OPERA VONS WU I CEASE JUMf[}IA m Y, AND THE PERIi/TT££ WILL NOnFY THE CITY ENGIN[ER. OPERA nONs WILL NOT R[START UNT!L THE PERIi/TT££ HAS R[C[/VED WII/TT£N AUTHORITY FRO!I THE CITY ENG/NEER TO DO SO. 17. ALL OPERAnONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARIIING UP, REPAIR, ARRIVAL, DEPARTUR[ OR OPl;,RA nON OF IRUCKS, EARTHIIOYING EQUIPIIENT, CONSTRUCnON EQUIPIIENT AND ANY OTHER ASSOC/A /ED GRADING [QUIPIIENT SHALL BE LIIIIIEO TO THE PERIOD BETWEEN 7: 00 A.II. AND 6:00 P.11. EACH DAY, 1/0NDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERAnONs SHALL BE CONDUCTED ON WE;EKENOS OR HOLIDAYS. (A LIST OF CITY HOUDA YS IS AVAILABLE AT THE [Nc.lNEERING DEPARTIIENT COUNTER.) 18. 1!t, ~ HAUL ROUTES SH~BE SU~D BY THE CONTRACTOR TO THE TY _ [OR APPROVAL . ~ EULL _KING DA)'S PRIOR ro BEGINNING Qf IIORK. TH£ COIIU!ACTOR SHALL B£ R£SPONSIBL£ FOR ANY DE;BRIS OR DAI/AG£ OCCURR/NG ALDNG RIE HAUL ROUTE OR ADJACENT smrrrs AS A RESULT Of llif GRADING OPERA nON. . 19. NO 81.ASnNG SHALL BE CO!IIIENCED WITHOUT A CITY ENGINEER APPROVED BLASnNG PROGRAM AND BLASnNG PER/11/T. 20. THE EXISTENCE AND LOCA nON OF unLITY STRUCTURES AND FACILlnES SHOIIN ON THE CONSTRUCnON PLANS Wl':RE OBTAINED BY A SEARCH OF THE AVAILABLE R£CORDS. ATTENT10N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER unuTY FACILlnES OR_ STRUCTURES NOT SHO°M'I DR IN A LOCA nON D/FFfRENT FRO!/ THAT SHOIIN ON THE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PR£CAUnONARY MEASURES TO PROTECT TH[ unLmES SHO°M'I ON TH[ PLANS AND ANY OTHER [XISnNG FACIUnES OR STRUCTURES NOT SHOIIN. 21. TH[ CONl!lACTOR SHALL VERIFY THE LOCA nON OF ALL EXISnNG FACILlnE:s ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PRO,ECT SITE SUFFIC/[NTL Y AHEAD OF THE CONSTRUCnON TO PERI/IT THE REWSIONS OF THE CONSTRUCnON PLANS IF IT IS FOUND THAT THE ACTUAL LOCA nONs ARE IN CONFLICT 111TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOnFY AFFfCIED UnLITY CO!ICONPASNTRIEUSCISbONE N8££ALROW)THAEITR LEAST Tll1J FULL WORKING DAYS PRIOR TO STARnNG 11 FAC/LlnES AND SHALL CDORDINA 1E IIORK WITH A CO!IPANY REPRE:SENTA nVf. I.INl)[RGROUND SERWCE ALERT soo.t£ PAC/AC BELL nM£ 'I/ARNER CABLE cox COi/i/UN/CA nONs CITY OF CARLSBAD(STREETS AND STDRII DRAIN) 't:ITY OF CARLSBAD(SEWl':R,WAIER .t RECLA/I/ED WAIER) 'SAN 0/EGUITO '/IA /ER DISTRICT 'LEUCADIA WASIE'IIA JER DISTRICT 'VALLECITOS WA JER DISTRICT 'OLIVENHAIN '/IA /ER DISTRICT *BUENA SAN/TA nON OISIRICT • AS APPROPRIATE (800l422-41JJ 1 800 660-7343 BOO 892-012J 760 438-7741 760 806-9809 (760)434-2980 760)438-2722 760)6JJ-2650 760)753-0155 76~744-0460 760 753-6486 76 726-1340 STRQT NOTES 1. ACTUAL STRUCTURAL SECnONs l\!LL 8£ DEIERIIINED AF/ER "R" VALU[ IESIS HA VE B[[N CONDUCTED BY A PROF[SSIONAL ENGINEER OF THE STA IE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLl[D SOIL MECHANIC!; ON THE PREPARED BASEi/ENT SOIL TH£ "R" VALU[ IESIS AND THE: £NG/N££RED STRUCTURAL SECnON /IIUST BE SUBMITTED TO THE ENG/NE:E:RING /NSPE:CTOR FDR R[VIEW AND APPROVAL A I/IN/MUI.I OF Tll1J (2) CITY WORKING OA YS B[FOR[ THE: WORK B[G/NS. 2. SIREET LIGHTS SHALL BE INSTALLED AS SHOIIN ON THESE PLANS, UNDERGROUND CONDUIT RVNS, SERVICE POINTS AND HAND-HOLES SHALL 8[ SHOIIN ON THE "AS-BU/Lt' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDAnONs l\!LL BE ALLOWl':D. ALL LUii/NA/RES SHALL BE ·cur OFF" TYP[. J. ALL UNDERGROUND ununES AND LA IERALS SHALL BE INSTALLED PRIOR TO CONSIRUCnON OF CURBS, CROSS GUTTERS DR SURFACING OF STREETS. 4. MIER£ AN EXISnNG PIP[ LINE IS TO BE ABANDONED IT SHALL 8[ RE:!.IOVED l\!THIN TWENTY FfET OF BUILDING DR STR[[T ARfAS AND R[PLAC[D 111TH PROP[RL Y COi/PAC/ED SOILS. IN OTH[R AR[AS THE PIP[ l\!LL BE PLUGGED ·, WITH CONCRETE DR REMOVED AS APPROVED BY THE: CITY [NG/NEER. 5. WHEELCHAIR RAIIPS SHALL BE INSTALLED PER REQUIR[IIENTS OF nTL[ 24, CALIFORNIA ADIIINISTRA nVE COD[. 6. STRE[T TREES SHALL BE INSTALLED PER SECnON IV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET 'NITHIN THE UM/TS OF WORK OF THIS PLAN PER SORS DIIG 1119. B. ALL SURVEY 1/0NUMENTS ANO POINTS THAT ARE DISTURBED BY THIS IIORK SHALL BE REESTABLISHED, PERPETUA IEO, ANO DOCUl/[NIED P[R THE PROFESSIONAL LAND SURVEYORS ACT. 9. Tll1J (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROV/OED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. S[WER MAIN AND APPURTENANCES SHALL BE CONSIRUCIED IN ACCORDANCE WITH TH[ "CITY OF CARLSBAD ENGINEERING STANDARDS (LA/EST EDlnON), VOLUME 1- G£NERAL DESIGN STANOAROS, CHAP/ER 6-0ESIGN CRITERIA FDR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAll!NGS AND NO/ES AND TH[ STANDARD SPEC/FICA nONs FOR PUBLIC WORKS CONSTRUCnON, LA /EST EOlnON (GR[[N BOOK). 2. THE CONIRACTOR SHALL OBTAIN AN EXCAVAnON PERMIT FRO!/ TH[ DIVISION OF INDUSTRIAL SAFfTY BE:FDR[ ANY [XCAVA nON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA IE CONSTRUCnON SAFETY ORDERS. J. BEFORE ANY CONNECnON TO THE 0/SIRICrs [XISnNG SYS/EM, A PERMIT SHALL 8[ OBTAINED FRO!/ TH[ DISTRICT. IT MUST BE S/GN[O AND APPROVED BY THE DISTR1crs ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCRON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERI/IT SHALL BE REQUIRED. 5. THE CONIRACTOR SHALL NOnFY THE CITY OF CARLSBAD [NG/N[[R/NG INSP[CnON 48 HOURS PRIOR TO THE BEGINNING OF CONSIRUCnON. (TELEPHONE NO. [760] 438-3891} WATER NOTES 1. WA 1ER de RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA /EST EDlnON) VOLUMES 2 .t J. 2. TH[ CONTRACTOR SHALL OBTAIN AN EXCAVA nON PERMIT FRO!/ THE 0/VISION OF INDUSTRIAL SAFfTY BEFOR[ ANY [XCAVA nON AND SHALL PROV/OE PROOF OF OSHA NOnACA nON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA IE CONSTRUCnON SAFfTY ORDERS. J. BEFORE ANY CONN[CnON OR SHUT DOIIN OF VALVES ON EXISnNG C.11.W.O. LINES, A PERMIT SHALL BE OBTAINED FRO!/ THE C.M. W.O. OFFICE AND I/UST 8£ SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE unLITY OPERA nONs' PUBLIC IIORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELD A MINIMUM OF 7 DAYS BEFORE CONSIRUCnON BEGINS. THE CONIRACTOR SHALL NOnFY THE CITY OF CARLSBAD ENGINEERING /NSPECnON 48 HOURS PRIOR TO BEGINNING . OF CONSIRUCnON, TELEPHONE N0.(760) 4JB-J891 FDR SCH[DULING. 5. THE CONTRACTOR SHALL NOnFY THE CITY OF CARLSBAD ENGINEERING INSPECnON D[PARTMENT 48 HOURS PRIOR TO STARnNG IIORK so THAT INSPECnON MAY BE PROV/OED -TELEPHONE NO. (760)4JB-JB9I. 6. NO TREES OR SIRUCTURES SHALL 8£ ALLOWED IN THE WA /ER LINE EAS[!.IENT, ALL [XISnNG TR[ES AND STRUCTURES SHALL BE REMOVED PR/DR TO COl/1/ENCEIIENT OF WORK -ANY EXCEPnONs SHALL REQUIRE WII/TT£N PERII/SSION FRO!/ THE DISIRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PRO/EC/ED BY I/EANS OF CA THOD/C PROIECnON. IF D[VELOP[R/Ol!N[R CONDUCTS A SOILS /EST R[PDRT ANO OEMONSTRA /ES THAT PROIECnON CAN 8£ PERFORMED IN ANOTHER 1/ANNER, THE DISTRICT ENGINEER l\!LL CONSIDER AN AL /ERNA nVE FORM OF PROIECnON. 8. TH[ EXACT HORIZONTAL AND VERnCAL ALIGNMENT AND TYPE OF !IA IERIALS OF THE FIRE UN[ LOCA /ED BETWE[N TH[ DE/ECTOR CHECK VAL VE AND BUILDING SHALL BE Of/ERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WA/ER ANO RECYCLED WA/ER SERVICES SHALL 8£ 1• AND ALL 1/EIERS SHALL BE 5/8" (UNLESS OTHERl\!SE NOIEO ON PLANS). 10. ALL WA/ER MEIER BOXES SHALL BE 17" X JO" X 12" POLY.M[R CONCR[IE AS MANUFACTURED BY ARI/DRCAST OR EQUAL. 11. I/IN/MUI.I SPACING B[TWE[N POTABLE WA/ER LATERALS AND SEWER SERVICES SHALL 8[ 10 F[[T. /2. THE TOP OF WA/ER MEIER BOXES SHALL 8£ FLUSH 111TH TH[ FIN/SH[D SURFACE GRAO[. 1J. CONSTRUCnON OF WA /ER !IA/NS AND RECYCLED WA /ER !IA/NS SHALL ADHERE TO THE "CRITERIA FDR TH[ SfPARA nON OF WA /ER !IA/NS ANO SANITARY SEWERS" PUBLISHED BY THE STAIE OF CALIFORNIA'S OEPARTIIENT OF HEALTH SERVICES. 14. AXIAL DEFLECnON AT THE PIPE JOINTS ARE NOT ALLOWED. TH[ US[ OF A H/GH- DEFLECnON COUPLING AT A PIPE JOINT MAY BE PERII/TT£0 BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAIN/EEO "VINYL-IRON" H.D. FOR C900. PROJECT LOCATION THIS PROJE:CT IS LOCA /ED WITHIN ASSESSORS PARCEL NUIIBER(~) 214-631-20, 21 THE CALIFORNIA CDORDINA IE INDEX OF THIS PROJECT IS N J44 E 1677 ----------- BASIS OF BEARINGS CCS 83, ZONE 6 (EPOCH 1991.35) GRID BEARING BETWEEN STATION "CLSB-050" AND "CLSB-047" (BOTH HAVING A CALIFORNIA COORDINATE VALUE OF FIRST ORDER ACCURACY), AS PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONJROL NETWORK ESTABLISHED BY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE OF THE COUNTY RECORDER ON FEBRUARY 8, 2002. (I.E. N 76"38' 42" E ) BENCH MARK DESCRIPnON: FD. Wl':LL MONUM[NT MARK[D LS. 5669 LOCA nON: INIERSEcnoN OF BLACK RAIL RD. ANO MARnNGALE CT. RECORDED· PT. NO, 46 (CLSB-046) PER ROS 17271 ELEVA noN: J42.747 DA TUM:_N_G_VIJ_2_9 ___ _ SIGNING AND STRIPING NOTES 1. THE CONIRACTDR IS RESPONSIBLE FDR INSTALLING ALL SIGNING ANO STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UN/FOR!/ IRAFFIC CONIROL DEVICES (FHWA'S MUTCD 200J REVISION 1, AS Al/ENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICAnONS (JULY 2006 OR LA /EST VERSION THEREOF), THtSE PLANS AND THE SP[C/AL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJE:CT TO THE APPROVAL OF THE PUBLIC IIORKS DIRECTOR OR HIS REPRESENT A nVE, PRIOR TO /NSTALLA noN. 4. ANY OEVIA noN FRO!/ THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF IIORK AND PUBLIC WORKS DIRECTOR PR/DR TO ANY CHANG£ IN THE A[LD. 5. ALL SIGNING ANO SIR/PING SHALL BE REFLECnVE PER CAL IRANS SP[C/FICA noNS. STRIPING SHALL BE REPAINTED TWO W£EKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULA /ED LENS REFLECnVE SHEEnNG (HIGH IN/ENS/TY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF SIREET IMPROVEMENTS, ALL STRE[T STRIPING AND AND MARKINGS l\!THIN A 500' PER/MEIER OF THE CONSTRUCnON PROJECT l\!LL BE RESTORED TO A "LIKE NEw" CONOlnON, IN A !.IANN[R MEEnNG TH[ APPROVAL OF TH[ CITY INSPECTOR. 7. [XACT LOCA noN OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIR[CTDR OR HIS REPRESENT A nVE PRIOR TO INST ALLA noN. B. CONTRACTOR SHALL R[MOVE ALL CONFLICnNG PA/NIED LINES, MARKINGS AND PAVEMENT L[GENDS BY GR/NO/NG. D[BRIS SHALL BE PROMPTLY REMOVED BY THE CONIRACTOR. 9. ALL PA VE!.IENT L[G[NDS SHALL B[ THE LA /EST VERSION OFTHE CAL IRANS 11£111/C STENCILS. /0. LIMIT LINES ANO CROSSWALKS SHALL 8[ A[LD LOCA /ED. CROSSWALKS SHALL HA VE 10' INSIDE 0/MENS/ON UNLESS OTHERl\!SE SPECIFIED. /1. ALL CROSSWALKS, UMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL 8£ THERMOPLASnc UNLESS OTHERl\!SE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM IRAFFIC CONIROL DEVICES (FHWA 'S MUTCO 200J R[V/S/ON 1, AS AMENDED FOR USf IN CALIFORNIA) ANO SAN 0/[GO REGIONAL STANDARD ORAl\!NG M-19. 1J. ALL MEDIAN NOSES AND FLAR[S SHALL BE PAINIEO YELLOW. 14. ALL SIGNS SHALL BE STANDARD SI,£ AS SHOIIN IN THE CALIFORNIA MANUAL ON UNIFORM TRAmC CONTROL DE:V/C[S (FHWA 'S MUTCD 200J REVISION1, AS AMENOEO FOR USE IN CAUFDRNIA) UNLESS OTHERWIS[ SPECIFIED. 15. SIGN POSIS SHALL 8£ SQUARE PERFORAIEO SIEfL TUBING WITH BREAKAWAY BASE PER SAN 0/EGO REGIONAL STANDARD ORAl\!NG M-45. 16. MIEN A SIGN IS ATTACHED TO A POL[, IT SHALL BE MOUN/ED USING A STANDARD CITY OF CARLSBAD MOUNnNG BRACK[T 111TH STRAPS. 17. [XISnNG SIGNS R[MOVED BY )Hf CONTRACTOR SHALL 8£ OELIVEREO BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC IIORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOIIN ON THESE PLANS SHALL BE NEW SIGNS PROVIOEO AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO 8£ RELOCA /ED OR TO REMAIN. 19. (IF NECESSARY) MIER£ R4-7 SIGN AND 0111-J OBJECT MARKER ARE TO BE /NSTALL[D IN A 2-FDOT 11!0£ MEO/AN NOSE, THE R4-7 SIGN SHALL 8£ 18"X24" ANO THE OM1-J OBJECT MARKER SHALL BE 1rx12· OWNER'S INFORMATION NOBURU & EVELYN TABA TA PO BOX 679 CARLSBAD, CA 92018 REFERENCE DRA1f!NGS MAP 14773 MAP 13J94 CT 06-15 TABATA RANCH· INDEX OF SHEETS SH[ET I -nTLE SH[ET SHEET 2 -SECnONS AND O[TAILS SHEET J -STR[ET IMPROVEMENT PLAN AND PROFILE SHEET 4 -STORM DRAIN IMPROVEMENT PLAN AND PROFILES SITE A.P.N. 214-63/-20,21 214-630-20 LEGAL DESCRIPTION LOT J5 OF MAP NO. 1477J TOGUH[R WITH DOCUMENT NO. 2002-0427915 CARLSBAD DWG. NO. 401-9J CARLSBAD DWG. NO. 401-9D CARLSBAD DWG. NO. 401-9C CARLSBAD DWG. NO. J41-J CARLSBAD DWG. NO. 267-9 CARLSBAD DWG. NO. 258-2 CARLSBAD DWG. NO. 256-8 CARLSBAD DWG. NO. 230-6 A'tfvr-A.v-rr6,J 61'.'. 1Z-.f:,fo,-ls'\'1;L.€ CHMz-6r;. SOURCE OF TOPOGRAPHY ' TOPOGRAPHY SHOWN ON THESE PLANS WAS '-;,. Af o~ 01/0~ Wl'J1 -:rt{€U'IH l,.½(11",fi, 'fl€Sft1~l1"L-f .. Cl-j~1=e: z 'fl-~(6,.J ~+JM6B"t11 'Tl-ll5 ~t-40. GENERATED BY AERIAL TOPOGRAPHY METHODS FROM',,. INFORMATION GATHERED ON JANUARY 25, 2007, BY ·;, , ,:;c U(. i:,.M G'. (, iZ-1\rJ.u.!O ~~~Nbrt-. ~ ~viwq1J~, 1Ji. SAN-LO AERIALS TOPOGRAPHY SHOWN HEREON -• CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. 7 l O \/ ftl ~4 C!,vu'h, -t:tz:_6 ", >°a1-1 M.:Mtos-1-u16 THE IMPROVEMENT WORK SHALL 8[ P[RFORME:D IN ACCORDANCE WITH THE FOLLOWING OOCUIIENTS, CURRENT AT THE nME OF CONSIRUCnON, AS DIRECIEO BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL COO£ 2. CITY OF CARLSBAD [NG/NEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUnON NO. 6619 DA/ED JULY 15, 2009 5. THE STANDARD SPECIF/CA nONs FOR PUBLIC IIORKS CONSIRUCnON (GREEN BOOK). 6. SOILS R[PORT ANO RECOIIMENDA nONs BY VINJE: & 11/DDLETON ENGINEfRING, INC DA /ED JUN[ 2J, 2006 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY 8[ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WA /ER POLLUnON PREVENnON PLAN PREPARED B.Y REC CONSULTANTS OAIED MARCH 16 2011 WOID NO. 9 J7CJ67951 9. STORM WA /ER MANAGEMENT PLAN PREPARED BY R[C CONSULTANTS INC OAIED 7-201J, SI\MP # 11-06 10. CALIFORNIA STORM WA /ER QUALITY ASSOC/A noN 81/P CONSIRUCnON HANDBOOK ANO CAL TRANS CONSIRUCnON S/IE BMP MANUAL. DESCRIPTION J,EGEND DWG. NO. SYlfllOI. QUANTITY PROPOSED: RIGHT OF WAY ______ _ SUBO/VIS/ON BOUNDA,nL---- SAWCUT ________ _ EASEMENT LINE ______ _ LOT LINE ~-------- WATER MAIN B" PVC DR-18 ---W-2" 8" GATE VALVE -----W-16" FIRE HYDRANT ASSEMBLY____ W-12* 2• BLOW-OFF ASSEMBLY----W-6• 2• AIR R[LEAS[ VALVE ASS[I/BLY-W-7• THRUST BLOCK -----W-19" 2• RECLAIMED WATER LATERAL WITH 2· MITER. W-4' /" WATER LATERAL WITH I. MITER. SEWfR MAIN B" PVC (SDR 35) -- 4. SEWER LATERAL SEWER MANHOLE------- 6" CURB --------- 6" TYPE "G" CURB AND GUTTER-- PED. RAIIP TYPE "A• AND •a• W/ TRUNCATED 001/ES, COLOR GRAY 4• PCC SIDEWALK------- STREU LIGHT W/PULL BOX 5500 PUPIL LUMEN 40 WATT H[/ 4'x4' FILTERRA UNIT, TYPE K-FTST- CLEAN OUT TYPE •a•------ CURB INLET TYPE "B" ------ 10" H.O.P.e. 6TORI/I OAAI/J CATCH BASIN TYPE "F" ----- MOD/RED CURB OUTLET -TYPE A ··_ 18" R.C.P. STORM DRAIN---- STREU SURVEY MONUMENT Ce1m~ -AC PAVEMENT DR/oJNAGE DITCH W/NG[D HfADWALL------ RIP RAP DRIVEWAY STREU NAME S/G,~------ 810 BA511J EXISTING: W-3" SOS-110"" S-7" S-1., S-4* G-1 G-2 G-29 TYPE C G-7,G-9,G-10 E-1,E-2,1-15 0-10 I, 0-2--..., I 0-7 0-25 {CONVERT TO INLET) 0-60 M-10 s ;, {; . .,, 0-75 0-34,35 0-40---- G-14 SIJM-102 - PER PWt; f71-9A ------ 100 FT --W'-----J55U -W---<i)----2 £A _:,I_~---I EA ---•2·0.0. 2 EA ---•■ 2• A.R. V. I <A ---◄r.o. 1 EA -W---1□>----i~ I £A -w □J-----1® 9• Pi-t' 5 £A 382LF --s--@ 4 EA 4 <A 120 LF 137 LF ~ 2£A I, , . . I .· 4._ ;. ·•.· ·•.--.• 2250SF I £A 2 £A 1 £A ... £A 51 4F Ell 2 £A ~ EA z.zz. lF 1 EA I < i ?SF_) 15.-IIJO SF 612 lF I £A :I. £A 847 SF I EA 2 £A ' , '8 S7J -11 ,--~ l/"11../ EXIST. OVERHE:AD ELECTRIC LIN[ EXIST. STORM DRAIN E IEL[PHON[ LIN[ T--' REQUIRED TREATMENT CONTROL BMP TABLE: SEE DW.. NcJ, 471 9/. MAINTENANCE SHEET No' TY.PE D[SCRIPTION OWNERSHIP AGREEMENT FILJER FIL TERRA PR/VA 1E CC.tRS .t Bl.IP MA/NT. AGRMT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I All THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEANED IN SECnON 670J OF THE BUSINESS AND PROFESSIONS COO[, ANO THAT THE DESIGN IS CONSISTENT 111TH CURRENT STANOAROS. / VNOERSTANO THAT TH[ CHECK OF PROJE:CT DRAl\!NGS AND SP[C/FICAnONS BY TH[ CITY OF CARLSBAD OOES NOT RELIEVE ME AS ENGINEER OF IIORK, OF MY R[SPONS/8/LlnEs FOR PROJECT DESIGN. FIRM: --~RE~C~CONSUL==T~AN~T:~S:~IM:~--- ADDRESS: -~2~442~~Sf~C~ONO=~A~VE~MJE=---- CITY ST.: _ _',S~AN'!_l;Ol!JIE~GO;;i,_, o::CA~-~---=:::::~===;==? :r'.£_P_H_ON_E_,~::.rr~9=.2~32~ROBE=·9200=R~T=s4,c,~~-·-:;:27_:=_~£-- R.C.E. N0.:-'48529==-------- REGISmA noN EXP/RA noN OA IE: 6/30/J4 4 . MAINlEN~' ' FREQUENCY '• PER MANUAL SPECS. Consultants, Inc. , I II IS 8.A,/1, DA TE INITIAL ENGINEER OF WORK Civil Engineering • Environmental Land Surveying 2442 Second Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fax REVISION DESCRIPTION SEWER MAIN SEWER MANHOL[ SD ,-MAN HOLE ' ' _, s STREU LIGHT --◊ WATER MAIN w--CURB INLU ~ G4S LINE C EX. CONTOUR __...550__/ * CITY OF CARLSBAD STANDARD DRAWINGS " CITY OF SAN DIEGO STANDARD DRAWING AS MODIFIED CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_7_F.FLOW 1500 G.P.M. OUT OF_l_F.H.(S) .. BLDG. SPR/NKLED@NO ... F.FLOW.l!LA_G,P.M. . FIRE MARSHAL DATE INSPECTOR BUILT" 1~tS-VJ EXP. {.. :JI Z,/ DATE 9-1-ZO DATE ~f----f--+-+-+--t--t--+--1 I SH1EET I CITY OF CARLSBAD I SHE4ETS I 0 ·-ENGINEERING DEPARTMENT ~IMP=RO=VE~ME::NT=°:P::LAN=::S:=,========:::::.:====; DA TE INtTIAL DA TE INITIAL OTI-IER APPROVAL CITY APPROVAL TABATA RANCH (STRAWBERRY PLACE) OWN BY: PROJECT NO. CHKD BY· ¾ffe CT 06-15 RVWD BY: I DRAWING NO. 471-9 I I I I __ , __ _ . o•;rr1 11t ., -~L I , ··, .. , '; ( I I ii I i l .. , I I I i I ' i : ' I I ; '' ' i' I l r l I' I j l '>f ' I I i I 1 . I I , . "--- . " .,-,,--,.-,-~- "'' ____ L_ I I 2'58 X I X C ,0 rr.SSIQ ~SE,1, LOT 2 ~~ c:J97?:6 ~ . ~ * X --- ELEC [{VAULT LEMON LEAF CURB REMOVAL AND NEW DRIVEWAY SCALE: 1"=20' A.51ur,.f!>1'10 J ~;:; U5i'o,J<ri t..e ~ Au~ Jf; OF-01(oq/u1r,, -r tl£~~ MStNf: 1<'.£Sf4.J~f~L-t CJ.\Mt-6 f'o 'Vi::~161'1 C4-/A-Nt;~ ~ 111'1s-'PfzA.w1,l~. 12'.-1!€ 3'112-6 E-)cV. 11.-,/!.,/ "'PC U G t...A-S ~-6 TlAN-l-li\ o C.OA-5~L--~,Jt.n. ~ {ut111::,t1.J6, /,-JI!, "7lb \£ rtt \kvc.. Ctrv,e1 -il=c.o;-, {~ ~~s,, qt..t1d e 1r0, "1'1,-a l/'71-f Consultants, Inc. Clvll Engineering • Environmental Land Surveying 2442 Second Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fax -=?:.,- ~ NORTH Ro w JUNCTION BOX/ ---..:,"'"--..I TRANSFORM[R' PUE WHERE REQUIRED 10' . * 5• PCC OVER 6• Cl.ASS II AB FOR GRADIENTS GREATER THAN IO!r STA 1+75 TO STA 2+75 10' 6' J6' 18 1-10~· SOUTH Ro w NOTE, FINAL STRUCTURAL SECT10N PER GEOTtCHNICAL RECOMMENDATIONS 8" PVC WATER MAIN (UNLESS OTH£RW/SE NOTED) 8" PVC SEWER MAIN STRAWBEFflY PLACE STA 1=20.JB TO STA J+19.4.J 'Sff STREET NOTE /1 SCALE: 1";:IQ' £ 20· I I ' EXISTING G-2 I CURB & GUT1ER * EXIST AC OVfR Cl.ASS II AB 60' 20· EXISTING G-2 CURB & GUTTfR EXIS11NG LONICERA SI REI:: T 'SEE STRITT NOTE /1, ON SHT 1 SCALE, 1"•10' /J I BUILT" -,_z.e-u EXP. (Z, ~/ t/ DATE INSPECTOR t---+-----+-------------+-----+----1----1------l I SH2EET I CITY OF CARlSBAD I SHE4ETS I ENGINEERING DEPARTMENT :Cill=P=RO=VEIIENT:..::==P=LANS==,=========-==~ SECTIONS AND DETAilS TAIIAT! R!IICII DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY, -~~-PROJECT NO. -I DRAWING NO, ~~~ ~~: """°" CT 06-15 _ 471-9 ---------------. : ' . I' 11 ,I • ' ' [\ l ' 090?Zn I !01D716 i 050214 .• ,:-' I, -I I I I I I I:·:-<-f8.~-~~~:::l-.-::1~:it:~::;~~rit!::::t.1:ii~t±t~~*~::~~~~~t~~~~~-i~:~~~:,2~.t:~~20:~~~~:~t4t~~;-~;;: ;~:::~3~;::s-,.;;-.--~1-: I 1:-! i i :. i '. ~·'1 '· )i j I . I I I l d I • l I I. ' -'' "' _~,. . .,..,,.,;.~ :a:--::--,. 1 +00 1 +50 2+00 2+50 2+ 75 3+00 3+50 4+00 4+50 1 +00 1 +50 2+00 I. I, I I i I·,_ I i i 11 ' I I • . ' ' I ' • -! l i I I I . . .".1 i , I •• L/C 1 2 3 4 5 6 7 8 9 10 11 . 12 .. L/C 1 2 3 4 - 0+6!!.94• 42+92.73 SMH S-1 . 0+81.10 a· WTR X'ING a· SWR 0+81.Jil 11'RT• 4 + _, IC 8" X 8" POxPO m c-=-.. __ SIGHT DI_ST CL.£AR SPACE • 330 FEET ,@CURB ll,\TA TABLE OELTA !!£,IRING RADIUS OlSTANCE 89'59'57" -JO.()()' 47.12' -N89"25'29"W -123.68' 89"58'11" -J0.00' 47.11' -NOQ'32'42"E -117.68' iOS49'29" --.. -38.00' 68.86' 103°49'29" .. 38.()()' 68.86 - -N2738'19"W -57.07' 28"11'01· -72.00' 35.42' -N00'32'42"E -. 15.01' 69'5.8'11" -66,00' 103.64' . N89'25'29"W 131.33' -- 74'06'37" -J0,00' 38.80' ---· ,. ll!] SEWER LINE TABLE 00.TA 11£AAING RADIUS DISTANCE -·.-25'29"W -139.63' -N89'25'29"W -52.41' -N44'51'57 e -42.21' -N00'32'42"E -147.44' REMARKS 6" TYPE G-2 C&G 6" TYPE G-2 C&G TRANS= FROM TYPE G-2 C&G TO TYPE G-1 C 6" TYPE G-1 C&G TRANS= FROM TYPE G-1 C TO TYPE G-2 C.!<G 6" TYPE G-2 C&G 6" TYPE G-2 C&G 6" TYP£ G-2 C&G 6" TYPE G-2 C&G . 6" TYPE G-2 C&G s• TYP£ G-2 C&G 6" TYPE G-2 C&G PC "' 2+44.06 BCR BEGIN RT CURB TRANSITION FROM CROWN TO 2% CROSSFALL SCALE: 1 "= 20' I I 20 40 60 []]WATER LINE TABLE . REMARKS L/C OELTA BEARING RADIUS OISTANCE REMARKS 8" PVC SDR-35 1 -NB9'25'29"W -177.79' B" PVC DR-18 HG SSO 8" PVC SOR-35 2 -N44'S1 '57"W -31.10' B" PVC DR-18 HG S50 B" PVC SDR-35 3 -N00'32'42"E -144.24' B" PVC DR-18 HG 550 8" PVC SOR-35 . _-I_--_:c:..L..__ -·----.,-,-•···--:-·,.------•' -----,-ccc--. - L/C QELTA 1 C 2 89'58'11" 3 - L/C DELTA 1 - . --' ' .,,, ' ' 2+86 \ 267.93 FL OUT 3+08.D2 268.17 FL IN 268.67 ~ _$WR LAT! TO LOT 2 2+97 FL OUT 3+17.45 268.91 FL IN 6 fr,, CENTER LINE TABLE BEARING RADIUS OISTANCE REMARKS NB9'25'29"W -174.12' t -48.00' 75.37' t N39'26'53"E -160.91' t (K)REClAIMED WATER LINE TABLE BEARING RADIUS OISTANCE REMARKS N32'21'00"W -17.25' B" PVC DR-1B 't ; ,, B 7 SCALE: 1 "_= 20' 4 LAT 4+42.31 tt / //Q/ . _,,_, / / / / ST LT 3 ON PL ,' . 4+48.51, 11'RT~~ _.....__ WTR ENO CAP 7 --+--- WITH THRUST BLOCK"---=~---= / STREET CONSTRUCTION NOTES: ~CONSTRUCT 6' SIOEW>LJ< PER STD OWG G-7. @--CONSTRUCT AC PAVEMENT 5• AC OVER 6" BASE ®=---INSTALL STREET LIGHT PER STO OWG E-1. @-INSTALL FlRE HYDRANT 0=--coNSTRUCT RAMP PER STO OWG 0-29, TYPE C @-INSTALL MODIFlED D-2S CURB INLET @=--INSTALL 2" AIR VAC PER W-7 (AUTOMATIC AIR RELEASE) @-INSTALL 2" BLOW OFF PER W-1 . ©-=---CONSTRUCT ORWEWAY PER G-14 @--INSTALL STREET SURVEY MONUMENT PER M-10, STATION AND OFFSET PER PLAN @--INSTALL STREET NAME SIGN PER SDM-102 @--INSTALL STOP SIGN ANO STOP BAR @--INSTALL "NO OUTLET" SIGN Civil Englnffring • Environmental Consultants, Inc. /) Land Surveying 2442 Second Avenue Son Diego, CA 92101 (619)2.32-9200 (619)232-9210 Fox DATE ~ I 0 10 20 40 60 RE "1-/-W INSPECTOR DATE t---t----+-----------+---+--+--+-----1 I SH3EET I CITY OF CARLSBAD I SHE4ETS I ~::::::::::..':::::=:::E:::N:::G:::IN:::E:::ER:::l:::NG::::::::D:::E:::PA:::R::::TM::::::E:::NT==::::'.c===: 9 1 5 B.A.R. REPLACES Sl£ET ORIGINALLY SKMD J 2 4 /I ., IJ DA TE INITIAL DA TE INlllAL DA ENGIN~ER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL - I ! , '•I IMPROVEMENT PLANS: STREET IMPROVEMENTS ENGINEER! DWN BY, CHKD BY: :";)ff RVWO BY, T.&IIATA RANCH JASONS~ II RCE 63912 EXPIRES 9 JO PROJECT NO. DRAWING NO. CT 06-15 471-9 I C Il § z Cl z i:: 31:: tD m Il ) C ~ ~ z i:: 31:: tD m Il 1. • I I . I ! I ! j I I , I I I I i ' I ! ii J I I I i' I ! ' i , I I .. "' ' ~-e:·,"-----'---·-,_ -. ., ·--_, .. ___ ,. --.::.;;;..._ 3 -; --1'-' STORM DRAIN CONSTRUCTION 'NOTES: 0--:-----coNSTRUCT PRIVATE CATCH BAS~ PER STD DWG D-7 (lYPE f) (V=PER PLAN) 0----coNSTRUCT CURB.INLET PER sw: DWG D-2 (lYPE B-1) (V=PER PLAN) 0--=---coNSTRUCT CURB,]NLET PER sroc'DWG D-2 (lYPE B) (V=PER PLAN) ~ CONSTRUCT RIPR.AI', PER STD DWG' D-40. ©-=--CONSTRUCT c~J~T PEf STD DWG D-1 D (lYPE B) (V,PER PLAN) ©--CONNECT TO EX1s'f;t STORM DRAI~ CUEANOUT. L , 0 10 SCALE: I 20 6¥ 1"= 20' 40 60 REQUIRED TREATMENT CONTROL BMP TABLf i,) :,-.,- MAINTENANCE ':Z1'\r,c~~¾~.•¼~i lYPE OWNERSHIP SHE~ -.:·_, .,4 -·-',MAJNTENANCE AGREEMENT QlY NO. '"'"ffiEOUENCY -~.,,, '· BIORETENTION BASIN PVT. YES 1 3 STRAWBERRY PLACE AS NEEDED SOUTH SIDE, NEAR ENTRY SUSMP PROJECT PRIORITY HIGH STORM DRAIN LINE A AND C £ STORM DRAIN L/C DELTA BEARING RADIUS 1 S 21"44'42" E 2 -s 15'38'56" E 3 S 00·34'31• W 4 S 00·35•12· W 5 N 01"13'43" E 6 N 74"46'43" W 7 10'49'53" 200.00' .. --I-- 1 +00 1 +50 2+00 1 +00 1 +50 2+00 ( DISTANCE REMARKS 38.56' 18" RCP, D 1350 14.98' 18" RCP, D 1350 35.67' 1 o• HDPE 15.16' 10" HOPE 69.72' 18" RCP, 0 1350 60.10' 18" RCP, D 1350 37.Bl' 18" RCP, D 1350 -:-:,. r""~t-~ . .., •-~ 3 1+90.3 21.00'LT 1 +02.00 SD LJNE B lYPE "B" CURB INLET L=15',V=4.58' \ SCALE: I 20 STORM DRAIN LINE B 40 60 Consultants, Inc. Civil Engineering. Environmental Land Surveying 2442 Second Avenue Son Diego, CA 92101 (619)232-9200 (619)232-9210 Fax 2+05.28 21.00'RT 2 1 +45.46 SD LJNE B lYPE "B-1" CURB INLET L=15',V=7.24' I ILT" 1-U-tO EXP. ft, ,, "l-/ DATE 1-1-w ~====~====~===============================~====:i:====:i:====~====w:rc====~~IN~S~P~E~C~TO~R~========::2:D~A TE~=~/ I SH4EET I CITY OF CARLSBAD ~4ETS '·.·.·.·., ENGINEERING DEPARTMENT l___±_J , IMPROVEMENT PLANS: STORM DRAIN SYSTEMS JASON .· '!' I I '' 11 090920 □ ~ 2 Cl 2 C s: CD m JJ 010716 ' ' I I I ! ! I I '