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HomeMy WebLinkAboutDWG 413-7; CT 02-14 (4); BRESSI RANCH PLANNING AREA 9 UNIT 4; 01-13PROJECT SITE GR£ENHAVEN DRIVE VICINITY MAP NOT 10 SCALE BRESSI RANCH REFERENCE DRAWINGS SEE DRAWING NO. 400-8 FOR BRESSI RANCH RESIDEN11AL STREET IMPROVEMENT Pf.ANS. SEE DRAWING NO. 400-BA FOR MASS GRADING AND EROSION CONTROL PLANS. SEE DRAWING NO. 4D0-8C FOR BRESSI RANCH RESIDEN11AL STORM DRAIN PLANS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY METHODS FROM INFORMA 110N GATHERED ON MAY 11 cc19c------c9=8-BY SAN-LO AERIAL SURVEYS ANO 71-/E MASS GRADING CONTOURS PER om. NO. 400-8. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 71-/IS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 213-0J0-18 THE CAUFORNIA COOROINA TE INDEX OF THIS PROJECT IS: 1990-6252 SHEET INDEX SHEET 1. SHEET 2. SHEET 3 .................. . SHEET 4 TO 13 .... . T/7LE SHEET, KEY MAP · CONSTRUCTION NOTES · TYPICAL SEC710NS AND DETAILS IMPROVEMENT PLANS AND PROFILES •DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEANED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAMNGS ANO SPECIRCATIONS BY 7HE CITY OF CARLSBAD IS CONRNED TO A REVIEW ONLY ANO DOES NOT REUEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/UTIES FOR PROJECT DESIGN. RRM: PROJECT DESIGN CONSUL TANIS -----------------A DD RESS: 701 8 STREET, SUITE 800 CITY, STA TE: SAN DIEGO, CALIFORNIA TELEPHONE: (619) 235-6471 IJY:~---"'JA,....~_-:,1.;.:::~:-);:.==~~~~~~~~-= <::) GREGORY I.I. SHIELDS R.C.E. NO. 42951 REGISTRATION EXPIRATION DATE: 03-31-04 T: \Engr\2407\ PA9 \ irnc \2407 9irn_o0i.d i'ig 02/J 9/20C1 08: 07: ,15 l,iA PSi' N BRESSI RANCH TENTATIVE PLANNING MAP CT 02 UNIT 4 AREA g 14 WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE Wl7H 71-/E FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY [NG/NEER. PLJ-INNJNG AREA B PER DWG NO, 413~8 KEY MAP LEGEND ---0------ RIGHT OF WAY SEWER LINE SEWER MANHOLE WATER MAIN I. 2. J. 4. 5. 6. 7. 8. 9. 10. 11. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD STANDARDS THIS SET OF PLANS R. £SOLUTION NO.S 5201 (EIR 98-04), 52D2 (GPA 98-03), 5203 (ZC 98-04), 5204 (MP 178), 5205 (LFMP 17), 5461 (CT 02-14), 5464 (PUO 02-06) THE STANDARD SPEC/RCA nONs FOR PUBLJC WORKS CONSTRUCTION (GREEN BOOK) SOILS REPORT AND RECOMMENDA 1/0NS BY LEIGHTON & ASSOC/A TES. DA TED SEPTEMBER 8, 1998, AND UPDATED LETTER JULY 2003. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY THE CITY OF CARLSBAD STANDARDS. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAfflC CONTl?OLS FOR CONSTRucnoN AND MAINTENANCE WORK ZONES". THE CALIFORNIA DEPARTMENT OF Tl?ANSPORTA 710N STANDARD SPEC/RCA 710NS DOCUMENT NO. 769692. THE CALIFORNIA DEPAR1MENT OF Tl?ANSPORTATION STANDARD PLAN, DOCUMENT ND. 769691. THE CARLSBAD MUNICIPAL WATER 0/STRlcrs STANDARDS AND SPEC/RCA TIONS FOR WA m?, SEWER, AND RECLAIMED WATER. LEGEND QUANTITY 133 147,898 129,408 3,648 6,791 31,600 14 17 22 8 2 4,442 UNIT SF SF SF SF LF SF EA EA EA EA EA LF ITEM STANDARD DRAWING REMOVE AC BERM --------------------------------------------------------- 6" BASE ------SDRSD G-21 --------------------- 4• ASPHALT PAVING (SEE STRf:ET NOTE 1)---------CARLSBAD GS-1------------------- -CROSS GUTTER-----------------------------SDRSD G-12 •• (CARLSBAD GS-9, 10)--- 5• TYPE 'G' CURB & GUTTER-------------------SDRSD G-2---------------------- PCC SIDEWALK -4• THICK---------------------SDRSD G-7---------------------- CURB RAMP-------------------------------SDRSD G-27, TYPE A--------------- DUAL STREET NAME SIGN (DSN)-----------------SDRSD SDM-102------------------- STREET S/GNS------------------------------SDRSD SDM-102------------------- SYMBOL F c •···· I F•·•·••/•·•·••··••••·•·••••?•.•d . . ... .-~ ~- ---~---/' ~ -----.-- 8" PVC -w---- OPEN SPACE 3 RECYCLED WA 7FJ? MAIN STORM DRAIN LF CONSTRUCTION OF 8' PVC WA m?, CLASS NOTED ON PLANS------------CMWD 21--------- CONSTRUCTION OF 12• P\,t' RECYCLED WA /ER, CLASS NOTED ON PLANS-----CMWD 27-- CONSTl?UCTION OF 8" P1't' RECYCLED WATER, CLASS NOTED ON PLANS----CMWD 21--------- CONSTRUCTION OF MANUAL AIR RELEASE-----------Cl,/WI) ~------------------------ AIR & VACUUM VALVE ASSEMBLY----------------CMWD Wl------------------------ CONSTl?UCTION OF 2• BLOW-OFF ASSEMBLY------cMIIV ~------------------------ CONSTRUCTION OF 8" GATE VALVE ASSEMBLY-------CMIIV W16----------------------- CONSTRUCTION OF RR£ HYDRANT ASSEMBLY-----CMIIV W12----------------------- 8" PVC SEWER, CLASS NOTED ON PLANS-----------CMWD S5------------------------ -R-12•pvc _ KEY MAP SCAL[: 1• =150' BASIS OF BEARING THE IJAS/S OF BEARING FOR 71-1/S SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAO BJ, ZON[ 6 AND WAS ESTAIJUSHED BETWEEN STATION NO. V-2002 PER R.O.S. 14023 AND STATION NO. SDGPS-41 ESTABLISHED BY THE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E., N88'54'05"W. 71-/E COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE= GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCE5. 71-/E MAPPING ANG/£ AT STATION V-2002 IS -0'32'51.881' QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TFRMS OF SAID SYSTEM. BENCH MARK DESCRIPnON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENm?LINE OF EL CAMINO REAL IMPORTANT NOTICE ..... r----7 L ____ _J @ ,,,,.a> STREET UGI-IT STREET UGI-IT PER om NO. 400-8 RRE HYDRANT RRE HYDRANT PER om NO. 400-8 SHEET LIMITS SHEET NUMBER ACCESSHOLE NUMBER SECnON 4216/4217 OF THE GOVERNMENT CODE REQUIRES A 0/G ALERT IDENTIRCATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. NUMBER, CALL UNDERGROUND SERVICE: ALE:RT: TOLL FREE: 1-800-422-4133; TWO WORKING DAYS BEFORE YOU 0/G. OWNER/DEVELOPER NAME: BRESSI GARDENLANE, LLC., A DELAWARE LIM/lED UABILITY COMPANY, AS OWNER BY: LENNAR/LNR CAMINO PALOMAR, LLC., 1,460 11 4 13 17 10 4,352 21 2 84 84 1 1 14 1,503 504 378 14 15 LF EA EA EA EA EA LF EA EA EA EA EA EA EA LF LF LF EA EA SEVER ACCESSHOLES-------------------------Cl,/WI) S1------------------------ SEWER MAIN CLEANOUT-----------------------CMWI) S6------------------------ SEWER LA TERAL-----------------------------Cl,/WI) S6, S7--------------------- ·1• WATER LATERAL ----------------------------cMWI) W3------------------------ IRR/GA 770N SERVICE ( 2" LATERAL W/ 1 ½" ME:,:g..)--------------------------- IRRIGA TION SERVICE (2 ½" LATERAL W/ 2• METE-R-)---------------------------- LOCAL DEPRESSION------------------CARLSBAD DS-1------------------- 18" RCP STORM DRAIN-----------------------SDRSD D-60 -----~--------------- 24• RCP STORM DRAIN-----SDRSD D-60 --------------------- 30" RCP STORM DRAIN-----------------------SDRSD 0-6D--------------------- ·TYPE '8' CURB INLET-------------------------PER SDRSD D-2.,·----------------- ·TYPE 'A' CLEANOUT--------------------------PtR SDRSD 0-9------------------- ., AS MOD/RED BY THE CITY OF CARLSBAD NOTE: THE ABOVE QUAN1171ES ARE FOR BONDING PURPOSES ONLY AND SHOUW NOT BE USED FOR RNAL PAY QUANTITIES. 8" P1't' -R---- -_JLA.R.■ -MV.V.■ ___ B.D .• ----0--- !+--f F.H. -s-- --o- ---o ---® --~® ---(J) ---(J) ===== "AS BUILT" A OELAWARt LIMITED LIABIUTY COMPANY LIABILITY COMPANY, IIS ADMINISTRATIVE MEMBER BY: I.ENNAR HOMES OF CALIFORNIA, INC., CARLSBAD MUNICIPAL WATER DISTRICT A CALIFORNIA CORPORATION, /IS MANAGER ADDRESS: 1525 FARADAY AVENUE. SUITE 300 CARLSBAD, CA. 92008 PHONE: (760) 918-7765 NOTE: THE CONSTRUCTION OF UNDERGROUND FAC/UTIES SHALL NOT IJEGIN UNnL A LETTER HAS BEEN SUBMITTED _,IQ 71-1£ CITY ENGINEf.R FROM 11!£ SOILS ENGINEER STA TING THE SE T FROfJ mJIJGH GRADING IS COMPLETE. PR.omcrDFSIGN CONSuLTANIS DATE ROBERT7.wo ~cl 33698 DEPUTY CITY ENGINEER EXP/RA noN: otf--30-06 t----t---t---~--------+---t----+---t---1 I SHE1ET I CITY OF CARLSBAD fsi=irrrsl3 ENGINEERING DEPARTMENT LJ.l_J ::P:::LA=Ns==F~O=R =TH==E=,M=P:::R=o=VEM===E:::N=r==oF=,====:::::'...===: BRESSI RANCH BRESSI RANCH PLANNING AREA 9 2-11-0? FOC t, S -!?U/L T APPROVED: LLO B. HUBBSQY EXPIRES 12-31-05 '.A $-/1.?f;ET LlciH-TS DTL. 01" ,;,HEEf 2 LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 110N NO. R1800 288+89 EC l'lANNNl • ~ • EHlllNBIIIUNo • SlllMIYIGl'S 701 B Street, Suite 800, San Diego, CA 92 ! Ot -:a-Mt.8 7·/'J-0+ NIC~ DA TE INITIAL 1 .P.fV/8£0 SHE£ ANP9 :t/.P%( 'I DA ELEVA nON: 311.407 M.S.L. DA 7UM: N.G. V.O. 29 --------619-235-6471 FAX 619-234-0349 GINEER Of WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY,-: -~.,.,..-,,-I RVWD BY: c;&j_ PROJECT NO. CT 02-14 (4) DRAWING NO. 413-7 J.N. 2407.0E 051G04 GENERAL NOTES 1. THIS PLAN SUPF:RSEDES ALL OTHER PLANS PREWOUSL Y APPROVED BY THE CITY OF CAl?LSBAD REGA/?VING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY POR110N OF THE CARLSBAD MUNICIPAL CODE, RESOLU110N OR CONDl110NAL APPROVAL CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HERON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEF:R IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS l+HEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORREC110N OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUC110N. ALL PLAN REWSIONS SHALL BE PROMPn. Y SU8MIT1fD TO THE CITY ENGINEfR FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN 1HE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CF:R11F1CA TE OF INSURANCE MUST 8E FILED NAMING THE CITY OF CARLSBAD AS AN ADD/710NAL INS/JRED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF 11, 000,0DO.OO FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRl11NG THE POl,ICY MUST HA VE A RA UNG OF '.4' AND A SIZE CA TE GORY OF CLASS VAS ESTABLISHED BY .BESTS" KEY RAnNG GUID£ 5. NO WORK SHAU BE COMMENCED UN11L ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REWSION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REWSIONS WILL 8E MADE TO THESE PLANS WITHOUT WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REWSION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND 11n.E SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPF:RTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REWSED TO REFLECT AS-BUil T COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY !HE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VfHICLES SHALL 8£ MAINTAINED TO 7/fE PROJECT SITE AT ALL 11MES DURING CONSTRUC110N. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SO/LS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND, (C) COMPAC110N CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN !HE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR W/111/N TWO WORKING DA rS OF COMPLE110N OF FIELD TESTS. 111£ WRITTEN FIEW COMPAC110N REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLE110N OF THE FIELD TESTS. 12. A PRECQNSTRUCTIQN MfEUNG SHAil BE HELD AT 71/E SITE PR/QR TQ THE BEGINNING OF WORK AND SHALL BE A TTENQED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERWSIDN. TESUNG AND ALL 071:IER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEE11NG THROUGH THE PfRM/T CLERK (760-602-2740) AT LEAST FIVE (5) WORKING DATS PRIOR 7V STAR11NG CONSTRUC110N APPROVED DRAWING MUST BE AVAILABLE PRIOR TO SCHEDULING. 1 J. All INSPECTION REQUESTS 071:IER THAN FOR PRECQNSTRUCTION MEETING YtllL BE MADE BY CALLING THE 24-HOUR ENGINE£R/NG INSPECTION_ REQUEST UNE AT (76Q)438-389L INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2; QO P.M. ON THf; DAY BEFORE THE INSPEC710N IS NEEDED. INSPEC110NS WIU BE MADE 111E NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: DO P.M. WILL BE SCHEDULED FOR TWO FULL WORK DA rS LATER. 14. THE OWNER AND/OR APPUCANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES. INCLUDING SHORING, AND SHALL 8E SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS. LAIi$ AND REGULA llONS. 15. SUBMITTING A DETAIL PLAN TO 111E CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING. SLOPING OR 07/fER PROWS/ONS TO BE MADE FOR WORKER PROTEC110N FROM THE HAZARD OF CAWNG GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING !HE PIPE INSTALLA 110N THEREIN. 7/f/S PLAN MUST 8E PREPARED FOR ALL TRENCHES FIVE FEET (5? OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEF:R AND/OR CONCERNED AGENCY PRIOR 7V EXCA VA 110N. IF 711£ PLAN VARIES FROM 7HE SHORING SY5TEM STANDARDS ESTABLISHEl) BY 71/E CONSTRUCTION SAFETY ORDERS, Itn.E 8 CALIFORNIA ADMINISTRAUVE COO£ 71/E PLANS SHALL BE PREPARED BY A REG/STEREO ENGINEER AT VfE CONTRACTOR'S EXPENS£ A COPY OF 111E OSHA EXCAVA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 110N. 16. If ANY ARCHEOLOGICAL RESOURCES ARE DISCOVERED WIV-/IN ANY IIQRK .lQNf DURING CONSTRUC110N. OPfRATIQNS 14fLL CEASE IMMEDIATELY, AND !HE PERM/TT££ WILL N011FY !HE CITY ENGINEER. OPERA 110NS WILL NOT RESTART UN11L 111E PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM !HE CITY ENGINEER TO DO SO. 17. ALL OPERA 110NS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR. ARRIVAL, DEPARTURE OR OPF:RA !ION OF TRUCKS, EARTH MOWNG EQUIPMENT. CONSTRUC110N EQUIPMENT AND ANY 01111':R ASSOC/A TED GRADING EQUIPI.IENT SHAU BE LIMITED TO 111E PF:RIOD BETWEEN 7: DO A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EAR!H MOWNG OR GRADING OPERA 110NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY HOLIDA rs IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.) 18. ALL OF[-SITE HAUL ROUTES SHALL BE SUBIJ/TTFJ) BY 71/E CONlRACTOR TO 71:1£ CITY ENGINEER FOR APPROVAL TWO FU!l WORKING QA YS PRIOR TO BEGINNING Of IIQRK. 71:IE CONTRAqTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE QR ADJACENT STREETS AS A RESULT OF 71/E GRADING OPERA VON, 19. NO BLAS11NG SHAU BE COMMENCED W/7/fOUT A CITY ENGINEF:R APPROVED BLAS11NG PROGRAM. 20. THE EXISTENCE AND LOCA 110N OF U11UTY STRUCTURES AND FACIL/11ES SHOWN ON 7/fE CONSTRUC110N PLANS ~RE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTEN110N IS CALLED TO THE POSSIBLE EXISTENCE OF 07/fER U11LITY FACILl11ES OR STRUCTURES NOT SHOWN OR IN LOCA 710N DIFFERENT FROM THAT SHOWN IN 111£ PLANS. !HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROTECT !HE U11Ll11£S SHOWN ON THE PLANS AND ANY 0111ER EXIS11NG FACILl11ES OR STRUC1URES NOT SHOWN. 21 !HE CONTRACTOR SHAU VERIFY THE LOCA110N OF All EXIS11NG FACILJ11£S (ABOVEGROUND AND UNDF:RGROUND) WITHIN !HE PROJECT SITE sumCIENn. Y AHEAO OF !HE CONSTRUC110N TO PERMIT THE REWS/ONS OF !HE CONSTRUC110N PLANS IF IT IS FOUND THAT !HE LOCA 110NS ARE IN CONFLICT WITH 111E PROPOSED WORK. 22. THE CONTRACTOR SHALL NOllFY AFFF:CTED U11LITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STAR11NG CONSTRUC110N NEAR THEIR FACIL/11£S AND SHALL COORDINATE WORK Wl!H A COMPANY REPRESENTA 11W". UNDERGROUND SERWCE ALERT SDG&E SBC ADELPHIA CABLEWSION cox COMMUN/CA noNS CITY OF CARLSBAD (STREETS AND STORM DRAIN) • CITY OF CARLSBAD (SEKfR.WATER & RECLAIMED WATER) • SAN DIEGUITO WA Tm D/S1RICT • LEUCADIA WASTEWATER DISTRICT • VALLECITOS WATER DISTRICT • OLIVENHAIN WATER DISTRICT • BUENA SAN/TA 110N DISTRICT • AS APPROPRIATE (800) 422-4133 (BOO) 660-7343 (800) 892-0123 (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 (760) 6.J.J-2650 (760) 753-0155 (760) 7#-0460 (760) 753-5466 (760) 726-1340 STREET NOTES 1. AC1UAL STRUC1URAL SEC110NS WILL BE DETERMINED AFTER •R• VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN !HE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE "R• VALUE" TfSTS AND !HE ENGINEERED STRUC1URAL SEC110N MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REWEW AND APPROVAL. A MINIMUM OF TWO (2) CITY WORKING DA rs BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERWCE POINTS AND HANDHOLDS SHALL 8E SHOWN ON THE "AS-BUil i PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL 8£ ALLOIIE"D. ALL LUM/NARES SHALL BE ·curOFF· TYP£ J. ALL UNDERGROUND U11Ll11£S AND LA TfRALS SHALL BE INSTALLED PRIOR TO CONSTRUC110N OF CURBS. CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-lOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES UP TO 15" PVC MAY BE U11LIZED PROVIDED Df:PTH IS LESS THAN 15 FEET AND BACKFILJ.ED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c-AND PIPE MEETS AS7M STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHF:RE AN EX/S11NG PIP[ .. LINE IS . TO 8£ ABANDONED IT SHALL BE REMOVED W/7/flN TWENTY FEET OF BUILDING OR STREIT AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE Will BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY !HE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24. CALIFORNIA ADM/NISTRA 11VE CODE. 7. STREET TREES SHALL BE INSTALLED PER SEC110N IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG Mt 9. 9. All SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL 8£ RE-ESTABLISHED, PERPE!UA TED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO !HE LA TEST CAL TRANS TRAmc MANUAL, CAL TRANS STANDARD SPECIFICA110NS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND 111£ SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA11VE, PRIOR TO INSTAUA 110N. 4. ANY DEWA 110N FROM THESE SIGNING AND STRIPING PLANS SHAU 8£ APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. All SIGNING AND STRIPING SHALL BE REFLEC11VE PF:R CAL TRANS SPECIF/CA 110NS. STRIPING SHALL BE REPAINTED TWO IIE"EKS AFTER INITIAL PAIN71NG. SIGNING SHALL USE ENCAPSULATED LENS REFLEC11VE SHEE11NG (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENT. ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUC110N PROJECT l!ILL BE RESTORED TO A 'LIKE NEW" COND/710N, IN A MANNER MEE71NG THE APPROVAL OF THE CITY INSPECTOR. CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE W/111 THE "CARLSBAD RULES & REGULA 710NS FOR THE CONSTRUC110N OF POTABLE WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBF:R 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA noN PERMIT FROM THE DIWSION OF INDUSTRIAL SAFETY AND PROWDE PROOF OF OSHA N011FICA 110N BEFORE ANY EXCA VA 110N AND SHALL ADHERE TO ALL PROWSIONS OF TIIE STA TE CONSTRUC110N SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EX/S1/NG C.M. W.D. LINES. A PERMIT SHALL 8£ OBTAINED FROM THE C.M.W.D. omCE AND MUST BE SIGNED ANO APPROVED BY 111£ CITY OF CARLSBAD DEPUTY ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PR£CONSTRUC110N CONFERENCE MEE11NG SHALL BE HELO A MINIMUM ON SEVEN (7) DAYS BEFORE CONSTRUC110N BEGINS. CONTACT Tl/£ CITY OF CARLSBAD ENGINEERING /NSPEC110N DEPARTMENT-TELEPHONE NO. (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL N01/FY THE CITY OF CARLSBAD ENGINEERING INSPEC110N DEPARTMENT 48 HOURS PRIOR TO STAR11NG WORK SO THAT INSPECl10N MAY BE PROWDED-TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL 8£ ALLOOCD IN THE WATER LJNE EASEMENT. ALL EXIS11NG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEI.IENT .OF WORK-ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY tNGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTEC110N. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTEC110N CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER Will CONS/Dm AND AL TERNA TE FORM OF PROTEC110N. 8. THE EXACT HORIZONTAL AND VER11CAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETECTOR CHECK VAL W" AND BUILDING SHALL BE DETERMINED BY !HE CITY OF CARLSBAD FIRE MARSHAL 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Wl!H THE "CARLSBAD RECLAMA710N RULES AND REGULA110N FOR THE CONSTRUC170N OF RECLAIMED WATER MAINS·-CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 1993 OR AS AMENDED. 10. AU METER BOXES SHALL BE 17"xJo•x12• POLYMER CONCRETE, ARMORCAST OR EQUAL. 11. ALL POTABLE WATER SERWCES SHALL 8£ 1" AND ALL POTABLE WATER METERS SHALL BE 5/8' (UNLESS OTHERWISE NOTED ON PLANS). 12. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEl\f/? SERWCES SHAU BE 5 FEET. 13. THE TOP OF THE WATER METER BOXES SHALL BE R.USH WITH THE FINISHED SURFACE GRADE. SEWER NOTES \ 1. ALL SEIIER MAIN AND APPURTfNANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRIC7'S SEWER SrSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SP£CIFICA110NS~ LATEST EDl170N, AND THE STANDARD SPECIF/CA 110NS FOR PUBLIC WORKS CONSTRUC110N, LA TEST ED/110N (GREEN BOOK). 2. 111£ CONTRACTOR SHALL OBTAIN AN EXCAVA110N PERMIT FROM THE DIWSION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA110N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. J. BEFORE ANY CONNEC110N TO THE DISTRIC7'S EXIS11NG SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUTY CITY ENGINEER AND DISTRICT SUPERINTENDENT. 4. BEFORE CONSTRUC110N BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. \ \ ~. 7 I Ii bJ ~· ~~'· -j _____ j ~ .....,...,.,. \\.._.._--...,. -9NCU ACORN SIRU.I LIGHT NOTES: • JSII. IS l,{I( !rl'r/5/ttU;l),/.K>ll''fauw1.vc, .J'nNll!Jt:> ~ lr<l',.Yut:. /Vl1"11 . - BRASS FINMt:;"7iNIJ INTERNAL TYPE Ill SEGMENTED REFLECTOR SrSTEMS. • ACORN HOLDF:R IS DECORA 11VE CAST ALUMINUM, ,-i.'ID HOUSES THE BALLAST AND BUTTON PHOTo.;[lL • FIX1URE IS 100W HPS. M. TAP. • IW.s I!> 7 ~ r N'O (() NIIIIN•'lttrr re .. tr:J,l7Sb /11,IAl•UNUH ;,/lt'ltta~"-~b <MS7' ~11,/HM BMS 11.A'm · · , . tJit{,.o-t,PW ltr:'l7ltU,)' .• lffll!'" "IC.flhl/flf" • DCB-10 BASE COVER IS TWO PIECE, WM SHELL• STYI.E, CAST ALUMINUM. • POLYESTER POWER COAT PAINT FINISH. • GAL/AN/ZED STEEL ANCHOR BOLTS. Q----._ 16 FLAT FLUTES POI.£ SECTION 0 TJIO PIECE DECORA T/VE ~SE C01£R DETAIL ffiGLE AeoRN STREET UOHT NOT TO SCALE 0008t£ ACORN ~IREl!:1 LIGHT NOTES: \ ) i I j \ I A ---A .t t /.8lls IS. t,(.1/. .fr.4dlt.1za>;;,;;.;-~II~ . =~~,~-~~~':,_~,!'k~ . \ / .,- 11 :::..._ .. ,.!. "' J 'l' SEGMENTED REFLECTOR SrSTEMS. • ACORN HOLDER IS DECORA 11VE CAST ALUMINUM, AND HOUSES 111E BALLAST AND BUTTON PHOTOCELL. 7. EXACT LOCA110N OF STRIPING AND STOP LIMITS SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA11VE PRIOR TO INATALLA 110N. .5. THE CONTRACTOR SHALL N011FY Tl/£ CITY OF CARLSBAD ENGINEERING INSPEC110N 48 HOURS PRIOR TO BEGINNING CONSTRUC110N (TELEPHONE: {760} 438-38.91.) \ t 1-.. It~·=> ';;:' '7 ] ,,.._ II -;:::' ! i1 -., DCPA-03-D2 MOUN17NG ARM IS DECORA 11VE CAST ALUMINUM • 8. CONTRACTOR SHAU REMOVE ALL CONFLIC11NG PAINTED LINES, MARKINGS AND PAvf:MENT LEGENDS BY GRINDING. DEBRIS SHALL 8£ PROMPn. Y REMOVED BY 111£ THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE 7/fE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES. STOP BARS. PAVEMENT ARROI\S AND PAVEMENT LEGENDS SHALL BE THERMOPLAS11C UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM THE LATEST CALTRANS TRAmc MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAmc MANUAL UNLESS DTHERWISE SPECIFIED. 15. SIGN POST SHALL BE SQUARE PERFORATED STEEL TIJBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. 'MiEN A SIGN IS ATTACHED TO A POLE. IT SHALL BE MOUNTED USING A STANDARD CITY MOUN11NG BRACKET WITH STRAPS. 17. EX/S11NG SIGNS REMOVED BY 111E CONTRACTOR SHALL 8£ DELIVERED BY !HE CONTRACTOR TO 111£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. AU SIGNS SHOWN ON 7/fESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT !HOSE SIGNS SPECIF/CALLY SHOWN AS EX/S11NG TO RELOCA TfD OR TO REMAIN. PR.OJBCTDFslGNCONSULTANIS .l'lANNINO • ~ • l!NllJNliBRINU • StJIMl1'/GPS 701 BStreet, Suite 800, San Diego, CA 92101 619-235-647! FAX 619-234-0349 SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIW" DIREC110NS TO THE CONTRACTOR BY THE ENGINEER OF WORK. Tl/£ CITY ENGINEER'S S!GNA 1URE ON THESE PLANS DOES NOT CONS117VTE APPROVAL OF ANY OF THESE NOTES AND THE CITY 'MU NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. I. THE LOCA 110N OF EX/S11NG U71Ll11£S ARE BASE ON AVAILABLE RECORD INFORMA llON. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVA 110N OF ALL EXIS17NG FACILl11ES (ABO\/£ GROUND AND UNDF:R GROUND) W/111/N THE PROJECT SITE. !HIS WORK SHALL BE PfRFORMED sumCIENn. Y HEAD OF CONSTRUC110N TO PERMIT CITY APPROVED REVISIONS TO THE CONSTRUC110N PLANS IF ACTUAL LOCA 110NS ARE FOUND TO 8£ IN CONFLICT WITH THE PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY 07/fER U11LJ11£S ENCOUNTERED PRIOR TO PROCEEDING 'MTH CONSTRUC110N. 2. A TTENllON IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U11L/TY FACIL/11ES OR STRUCTURES NOT SHOWN OR IN A LOCA 110N DIFFERENT FROM !HAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAU110NARY MEASURES TO PROTECT THE U11LITY LINES, FACIU11ES, OR STRUCTURES. SHOWN AND ANY OTHF:R LINES, FACILl11ES. OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EX/S11NG S/JRFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. J. SAFETY PRECAU110NS AND ADEQUATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT ALL 11MES. NEITHF:R THE OWNER NOR !HE ENGINEER OF WORK Will ENFORCE SAFETY MEASURES OR REGULA 710NS !HE OWNER AND/OR APPLICANT Tl/ROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEWCES, INCLUDING SHORING. AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAi. STA TE AND FEDERAL SAFETY AND HEAL TH STANDA/?VS, LA w.5 AND REGULA 110NS. 4. All LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON 7/fESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. .5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE WITH ALL CURRENT LOCAL STA TE AND FEDERAL REGULA 110NS. 5. THE WORK TO BE DONE SEC110N ON THIS SHEET LISTS 111E STANDARD SPECIF/CA T/ONS AND DRAWINGS USED DURING THE IMPROVEMENT PLAN/GRADING PLAN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT ED/110NS OF !HE STANDARD SPEC/RCA T/ONS AND DRAWINGS IN EFFECT ON !HE DA TE OF THE SIGNA TUR£ BY THE ENGINEER OF WORK. ,_,_ . •• A•~ I• -• -~. ~. '!. -l'l·ll'+I 7Bc A/;· Wlt.-T \ > ..l. I ,-I I 0 '· J ~ -V u I ' ,J I I ' ' DOUBLE. ACORN STREET lJ9!:IT NOT WSCALI:. -~ ' I A ·- - • r J , 1, I S~ET I • FIX1U/?£. IS 100W HPS M. TAP. t l'o/$ Jl 1,{M&& 8"/t:U•I.P µN}•71tP;;leet> · 1',l,l'll!I() ft uJJ,/f I U UM 1,/J n/ ,GI l, Z u /!,::Ju>-10 t'Mr llu1Mtlf"'1 .fliS£ />4-ATZ . -. t1jett>IP4llt/AI"~ #M'tl.M.D ~.JHA-Fr • DCB-10 BASE COVER IS 11\V PIECE, •cLAM SHELL• STYLE, CAST ALUMINUM. • POLYESTER POWER COAT PAINT F/ff.lSH. • GAL VAN/ZED STEEL ANCHOR BOLTS. Q........___1_5__FLA T FLU_TES ·• "OLE SEC110N 0 7llO Pl£C£ DECOR A 1/VE BAS£ CO~~ "AS BUil T'' EXP. tJ~-,i-l)i, ~~OBY: Gr . ,/)5.. Q ~ ECTOR o:t/4 '17d>D7 ATE CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH BRESSI RANCH PLANNING AREA 9 <----t---+----------------+--+---l--+---1 ~APPROVED: LLOYD B. HU,llBS IY • ,?. MV!:. ,, ~=~=~=~~----------~--~-~ ~ L, ~ GRfGORY M. SHIELDS, R.C.E. 42951 DATE REGISTR4TION OESIOOED PM SURVEY ~ ENGINEER OF WORK EXPIRES 12-31-05 ~t _ 9A ~ "2, J1,~\;s;-5t-o• a,, R™Ew. R™Ew. " . DA TE INlllAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INlllAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY~: :]~~=I RVWD BY: t2B, PROJECT NO. CT 02 14 (4) DRAWING NO. 413-7 ,JN, 240/09 LOT I.E. AT DROP TO LENGTH t-----~----+-' I.E. AT SLOPE NUMBER MAIN MAIN IN FEET P.L. ' ' TOP CURB DEPTH SEWER ELEV. BELOW T.C. STATION (T. C.J AT P.L TOP OF CURB AT WATER WATER REMARKS STATION .Ptl!PEET!IEL .. ~-w,=·~-~t._·---+----=---1-------+--··_··_--+··_···_·_·--+----t----··---<--··· ___ __,f---·--+-----+-----·-----------·---·-·____, 188 .... '9"!.7'1• 1.20 J0.00 3 9<..sB .2::2.1> 401.58 5.00 ... 14+42,50 .. 402.QZ __ 14+57.91,__ __ ········--·--·-····-----------, 189 3~3 .. Z.'I 1.20 ... J0.00 395. IS· .Z-?2 4.00 . .15 :5.oo 14+04.00 400.53 14+14.00 190 ... 39<2Jl7. _____ J,20 __ JQ,OQ 392.'.ll .. J .. 99 397.91 S:oo 1J+4J.OO 398.Jt 1J+5J.QO /91 3 fl,S.'19 1.20 --~J=0,~004--=3~?_o._'f .. ~'f+--~1.~·•~"'i,-'-/--~3=95.44 S.00 12+82.00 3=9=5 .. ~82'-+--_~1,2~+u9c~2,.~00"+.-------------·---···-··--- 192 3 _8 5.3'1. t2IL--. JO. 00 ... 387.<>~(.+--~'f.~-O_O~~· 392,66 5,_Q_0_..,_ ___ ~1=2~+ 1=0.,.0~0 .... 3=9=3-~1. 4,__,.__~12~+-20=·=00<-t------------------------1 193 3 82-•~ 1.20 _JfJ.OQ 385.73 l?S 390.73 5.00 11+60.00 __ . 39t,t4t __ ,_._11_,_+,_,7,o"'.oo-=+-------------------1 194 ~73.l!>Z. 1.20 30.00 380.07 /8.02. 385.07 5.Q() 10+10.00 ... _385.44 1a+2f),_00=-+------------------I 195 31{-19 1.20 30.00 372.'H, 2.00 382.74 9 78 9+54.50 ··-383.16 9+64.50 196 3 ~?-0 9. 1.20, J0.00 368.8/o 2.00 378.21. 9.35 8+65.53 .. 3751,48 8+90.01 ---------------·-- 197 365.78 1.?0 <noo 167.5~ ?.00 376.72 9.17 8+37.00 ___ .377.23.. .8+47.00 --. ········-.. ····-···· ·-·· 198 <1;? 1,9 1. ?n .30.01 ,,;..1. •5 ? nn .37.l ?1 8}7 7+70.0C ·-373.74 7+{}_(},_QO+--------------------< 199 _ _35!1~ 1.20 41.39 361.Jf+---_2-.QO.~. 370.47 9.1~ 7+02.00 ____ 370.78 7+1?Jlfl 200 .. 357.Z<f 1.20 46.J.1,_ 359.;>11---~2.~.0c~O __ 368.14 _____ 9.l'!J 6+60.7-1:_ ___ 36=9'".0=6+---_~6~+~7.=2.=3~8t----------------------1 201 .356 .. b3 1.20 32.19 358. 39 2.00 367.61 9.tl 6+30.00 367.95 .... 6+4Q,00 . ------------------------------------· ·- HUNTINGTON DRIVE t=-::-------,--------j----i-------t--------t-----· ------------------... -- 263 308,?{ 1.20 JO,nl 11fi,.4Q ?.'inn J24e?.~ 7 R;i,-t---~'~'+fifl,_2.2_ ___ .321:,Z4 . .L. t------1,~+.5!i29..t---------··--------------I 264 304.74 1.20., 30.0Q _ 312.94 25.00 319.56 6.6 7 2+.34,,;c J.2.024--7_~~'3'".<:~!L'~"ml--------------------·•-----1 265 301.74 1.20 30.01 300.94 25.00 315.43 5.49 2+92.29 --· 316.13."'-+-__ 2-+~8-2.-2,9-,.... ________________ ____, 266 298.77 1.20 Jo.aa 306 .. 13 2111 311.33 5.no 3+49.25 -··-3=12~,-~04'-+--_~J+L,3=9,Z.5,+-------------------1 267 _____ _ 295.60 ...... /.20 ....... 30.00 __ 30t9.Z __ _18 .. 46._ 306.97 5.00 4+10.0Q __ 307.6~;~R+--_~4+~0=0 .. =00."-+------------------1 268 292,12 1.20 30.00 297.72 15.71 302,,fQ 5.00 4+73.48 303.43, 4+6J.J5. · 269 286.48 1.20 J0.00 290.65 10.61, 297.65 7.00 ... 5tJ9.62 ;J.Q()J/<f 4tf/,8.°'"· 210 782.10 1.70 .Jo.a, ~00 ~" 1,.54 794.2.0 6 oo 5.+8.6c9.2. ___ .m~96 s+.lfi.JJjj"'-t----------------------· 271 277.Z2 1.20 30.0Q _ 283.78 ___ 17.36, 289.78 ··----5.00 6+49.21 ___ .290.49 6+39._2,1+ ----··--·--------------< 272 27?.49 1.2/J 30.00 279.23 19.79 285.23 6.00 7+14.54 ... 285.79 7~+ .. ~04~-~54'-+--------------------1 273 ?617A 1.70 JO.QI 267./4 l(,.M_ 272,[4 5.00 9_f03}j?, 275.l)t, 8+54,41_ ~, ___ '. _ . _ _ . '~-----1 274 264.32 1.20 ~-30.QO _ 272eQ.2 . 23.21.~277.06 5.00 8+26.24 --·-··277.91 8+.16.24 275 .. _266.20" ___ 1.20 __ J0.00 _ . 275,14 .. . 29.80 __ 280.15 ..... 5.00 . .. 7+85.JO -----7+8J.OO FOR T.C. @ W7R SEE DETAIL 'A' THIS SHEET 276 266.96 1.20 29.ZJ~ 275.78 29.67 280,78 5.QP 7+78,QQ --------7+59.69 FOR r..c. @wm SEE DETAIL 'A' THIS SH~~E,=ET~ _ _, 277 270.88 1.20 30.00 278.63 23.39 283.63 5.00 7+34.75 __ .284.34 7_+24.75"'-+----------------------1 278 276.36 1.20 30.nl 283.56 21.43 288,56 5.00 6+66.22. ·--289.27 6+56.224------········---------------1 279 281.47 1.20 30.00 288.15 19.57 293.15 5.00 6+02.34 2~,9=3.,=8y6_,___~5c,+~9=2-=34.,__,__ ______ . ________ ___, 280 288.77 1.20 30,0l 294.71 16.93 299.71 5.00 5+11.00 300.46 5+00.42 ... 281 29'i 11 /.?ll lll.nt 3012/i 17 75 30_6,_2_8 5.M 4+19.'i'i ... 3~0~7.-.0-3_,__ __ 4~+~0.,..8.~9c--7,___ ______________ ___, 282 J_nn >< 1 ?n __Jl1 n1 <n.<1 '" 74.RO _ _J_l.J,.5J_ ,; nn 'lf.11,Z~ _._J12,_l§.. !J:f_lP,;IJ,.7;,___ __ ---------------1 283 304.44 7.20 JO.Of 312.64 25.00 319.26 6.62 2+40.~ ---~3~1y9~·=8~7,____~2~+~3=0 .. =25"'-+------------------------1 284 308.04 1.20 30.Q( --316,24 25.0J) 1 ~23.941---~ZJO 1+71,29.. 324.59 1+.61.29 DI WTA DRIVE >"-'-~~'-T-'-~----+------it--------t-------+----+-----+--------!---------!f------t------+----·,-~----------------· ----- 285 J'lo.is 1.20 30.2 ___ 343.22 __ 6.17 348.22 ..... __ 5.00 __ . 9+Q1,Z5. _J47,9_5 .. _ 8+92.27. t------t--~----t------ 286 J~O,QB t2Q, ... 48,39 J4J.5J {85 348.53 5.00 8+81.82 348.4J 8+97. 18 287 J.'fQ.03 1 ... 20 50.61 343.63 4.93 348,63 . 5.00 8+]6.82 348.75 .. 8+.69,10 288 J42,68 1.20 _3Q.Q8 _348.12 J5.l3, __ 353.12 5.00 __ 7+94.69 __ 353.77 7._+._~8=3-=58"-j----. -----------------1 289 .1q7J~ 1. ?n . ___ JJ)JII _J_~ ,;,; 12 '{8. '"i'. 55_ ,; nn 7+ 17 "' 31i_8 ?4 1+n7.RJ 290 .. ..J..'uJ7 1.2() 30.nt 356.99 /0.QO 361.99 5.00 6+44.39~ ___ 362.58 6+J~4=.2~9t-----······--------------1 291 35kL1? 1.20 30.nt 359.35 b.Q'f _ ~65.0Q 5,6/:i 5t93.33 -· 365.59.,-_5+/fJ,33.,___ ____________ . ___ ____, 292 J.'1.J3 1.20 30.nt 364.61 '101/2. 369.61 5.00 5+15.00 __ 3_70.21 5+05LOO. 293 J~i,J9 1.20 30.nt 368.61 'I b7 ____ 373.61 ___ 5.00 ......... _4t3.9.Z9, 374,09_ . _ 4+29.79 294 J~9J0 1.20 30,0C 37/.66 3.j.Z: 376.66 5.0_Q ____ 3+75.93 __ 377.14_,___~J.+._~65,~.9·-3-1-----_____________ __, 295 31_fJ.?J 1.20 30.00 _ 374.46 __ ?. Z 5 . 379.46. 5,QO 3+17.50 380.40 2+96.79 296 . . . . 373_;.4 1.20 30.00 376.67 7.c57 . J81.6Z 5.00 _ .... 2t5/,J2 .. 38.1.79 ____ 2+4~1, ..• 3..-2.+----------------•----1 297 J7tl>7 1.20 ~n.oa J76.fil _ .3 35; ___ .J.B-1..1ll 5.QQ 2.+J}_9..94 __ J81,.1:9+-_l±"'-'"'"?.2"'+-o--.--------------1 MONTECITO DR/Vf. ECHO AVENUE, ENCANTO DRIVE J8: ' ·-·-. ---------···--·--···-· 298 9,~_tf• 1.20 _ _J_Q.00 .J.9J2.67 __ z .2..1 .. __ __3_95.67 5.0Q 14+41.57 =39~6=.9=3+--_--1,~4+~3=1=.5~7+----···--------------···- 299 311<!.i,1, 1.20 30,0Q. 392.38 5.'f 3 397.38 5.00 13+75.04 3=9.8=·=64-'-+--_~13~+~6=5.=04'--t----------------·--·-· 300 390.33 1.20 30.00 393.99 8 77 398.99 ..... 5.0Q .. 13+08.J4 399.09 12+98.14 301 390.% J.20. .. 30.00 393.65 '5. 'l\ 398.65 5.00. 12+4!:i.24 398.53 . 12+J5.24 _ _ 302 _J9i.~o 1.20 J0.00 . 393.12 2.00 398.12 5.00 12+:00.74 J9l8Z 11-tB.0.08_ 303 384.19 ... 1.20 . . 24.4~ __ 391. 70 _2._ 'I-7 '(__ 397.39 5.69 11+Jn. <I; .J.97.2.i_ lltlZJ.2._,_. ____ . ___ . __ . ___________ ___, ,304 . _. , 3855l 1.20 J? 15 391.90 1e •. '17~ .____J_ftQ..iQ ~-..Ii.,00 10t1t.9,5B. ~ .. J9Z'-".a,,,_101---_,_,111__,-'-=n..tr..,.7'--"'+6 ___ ···------------•--------1 305 . J.ll., .• 02: 1 ?n __J_11 or <01.'l4 I IP,.e..'I __ .396.68 5.00 10+50.24_, ____ 3__96.78 10+6().24 ----·---------------! 306 38•.f"i 1.20 Jo.or 391.64 1<1. 2.0 396.64 5.00 10+06.Jft. _._396.80 9+9~.39 307 ~7.-IS 1.20 30.00393.42. _.L~ I~ 398.42 5.00 9+37.63 3.~9=8"'.7.=2+--_~9~+,~·2~7: . .:6=3~+-1---_-_-_-_-.. -. ~--~----~----------~----~--~----~----_-__ 308 387.1' 1.?0 Jo.or 395.18_ _g~ .. ~9 _ 400.18 ... 5.00 8±78.87 400,48 8t68.87 :J.Q9__ 387.91 1.20 41.46 396.00 17. 'lb 401.00 5.00 8+61.74 401.33 8+39,96 ..... ---------·-------------------------------------- 310 388,39 1.20 47.81 _ 396.53 13 ~ I •·+--------" ,.'i' ,; 0Q 8-t.2fJ,22 ~ _ _401,/38 8+.19,.5.....,_0 _______________ __, 311 31'"1\b 1?11 Jll.00 396.51 Z3.03 _ 402.61 6_.10 7+96.96.1---=-----7+72,58 FOR T.C,_@_ . .'t/TR SEE DETAIL 'A' THIS SH£,~E.~T _ ___, 312 389:'>1 1.20 30.00 397.00 2 2.9'/ 403.55 6.55 7+46.f}_J)_ . ____ 403.61 7+36.90 •. +-------·---------____, 313 J?O.J:C 1.20 30.00 397.75 .2J..9'f 40J.1/ 5.Jfi_-·_6+71.84 __ .403.23 6+8_1JJ4,___ ________________ __, Jlj__ ........ J/J0.7JL 1.20 _ 30.00 .... 397.32 1 9. O'{ 402.32 5.00 6+05.78 402 .. 44. 6+15.78_ 375_ ....... _3__91.~1 1.20 30,0Q __ J96.9Z~l_23q_ 401.97 5.00 'i+<7.50 __ 4JJL26. 5±SZ.M+-------------------·--- 316 391.1,i 1.20 30.01 397,07 l'-/.9& 'fot.07 5.oo 5+16,_1]J __ 4Q2~J5 4t92.08"FOR.T.C._@SKR.SEEDETAIL'A'THIS_=SH=E.=E~T _ ___, 317 30J,l..5. 1.2Q~ __ _JO,O_Q __ .----39.7,78. I Z. Z 6 'iDZ. 7B 5 0 0 #54.70 403.08 4+30.63 FOR T.C. __ @..$KR SEE DETAIL 'A' THIS SHEET 318 395.~5 /.?O 30.01 398,77+---·?.J..I '{0,.17 5.oo 3+73.02_ ___ ,.-----3+49.99 FOR T.G.JJ __ $_WB/J[[B. SEE DETAIL 'A' .THIS SHf};_L 319 396.98 1.20 30.00 39.9.!t_[_,____'{ 39 ___ _4!)4,11 5 .no 3+20.21 -----2+97.25 FOR T.C .. @ WTR SEE DETAIL 'A' THIS SHEET ~;~ g;:;~ . ;:;g ~g:gg ~~;~~ 1 .. , 3.2~°t .. ~~;~; -~~Q; ~ -;;~~:~~ :~Jil -·······!!~iii ;gz ;.g: : ~: ~~· g~i~:z :~: :~ ;Z~.~i.i~---1 322 _ ........ _ 391.1'1 1,2Q . 30.00 _ 3.9Z.J4+ __ /'/_ ,9!3 ___ 402.14 5.00 5+10.00 402.39 4+88.=68--------------------------1 323 I.JI. 12])_ ,nnt --~9}' ?nn 4n1a, 8.9~· -,1r ___.1:_0~"~n'-'--t..t __ ~·"~-1-7~7··1'-"'+o _______________ --1 324 J9rJSi. 1.20 30.00 J.<lZ.Z7 2.00 402.65 10.J? 6+33.16 --·-~4_0=2~.70~7-+--_~6~+~43=.1=6+----_____________ ___, 325 389.~~ 1.20 30.00 391.~9. 2.00 403.33 __ 11~"3 6+89.!}Q -··_4:.()3.45 6+99 .. =80<-f-------------------------1 J26 !lJ2J.1 1 /.2() J{J.QQ JOj,_Q3 2.00 403.61 /2.,?7 7+55.50 . 403.61 7+JJ.90 327 391.2.5 1.20 30.00 . 393.30 . 3.00 398.30 ... 5.00 12:1:15.63 398.17 11:1:89.40 328 390.Sb 1,21) JO,QQ --J93. 77 ~---/;.09 ___ 3_98.77 _ _ 5.00, --12+55.17 --398.65 12+-4:!.5 .. co11c+-----··------·------·-------·---- 329 r90,2.8 1.20 .10.00 393.92 fl.'70 398.92 5.00 13+13.14 .J9=9~.0y5_+--_~13~+,~0~1.l"'.14-4--______________ ---1 330 <_q.9Jo\ 1 ?n .JO.QI 7~? ?6 S. •'7_ <07.76 5.00 13+80.04 397. ,;1 13.J.70 04 331 388.¥1> 1.20 30.00 390.54 .3 .. ii.. 395.54 5.00 14+46.57 395.80 14+36.57 332 387.q(i 1.20 30.00 389.11 2. .oo 394.11 5.00 15+07.57 394.76 14+97.57 BENCH MARK DESCR/P710N: BRASS DISK IN CONCRETE IN A STANDARD SUR\£Y l4flL ON ON CENTERLJNE OF EL CAMINO REAL LOCA 7/0N: COUNTY OF SAN 0/fGO BENCHMARK OESIGNA 7/0N NO. R1800 288+89EC ELEVATION: 311.407 M.S.L OATIJM: N.G_V.D. 29 -~~~~-- T: \En9r\2407\PA9 \;'mp \24C7. 9imp03, Jwg 02/24/2 J 4 08: 52: :S4 AM JJS! R/W 30' 60' ff 30' 13' 17' 17' 1J' R/W Qj',' AC:J;_ESS STRIP 1--"-5'-t-""7.=5'-r.c:=:'.:l-----;~10.c;' ,------j-~;c;'oc;;· :;-------t~:c:t-.Zl'>' _s·_ 0.5' ACCESS TRA VfL TRA ~L PARKI S1RIP //< 4• NON-CONT/GUO/JS_/ P. C. C. SIDEWALK 6" TYPE "G" CURB · ./ & GUTTER (TYP.) <J 0 10' STORM DRAIN STRUCTURAL SECTION / ! TD BE OETfRMINED I BY SOILS ENGINEER (MIN. SEC770N 4" AC · STREET LIGHT AS SHO'MI ON PLANS (TYP.) I 01,f'R 6" AB) SEE STREET NOl'f NO. 1 / Fri -----..t.;:~·=..Z!:,:i-'<.._ 0 7' 7' SE'IIER WA1ER (C-900) (CL 200) 10' 1 6" TYP. (;lttJSSFAU.. VARtti!f> TO f P/IOVI06 PfJ6/Ttl/lfi f'/4 MW, "._,....,.,__-Olf4/#Afi6.. fj6E &UfltJ '-Pf«)fll.lf5. 1.5' UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION NOTE: /.fl,l!ITAl/1 a% /,(IN• (l{tJGSl"AJJ.. Tt> ep6fi Of' TRAVEL LAI-IE. PUBLIC PROPOSED STREET PEPPERTREE WAY, MONTECITO ORl\,f', ECHO A VENUE, ENCANTO DR/~ DI \11TA DR/~. MUIRFIELDS DRl\,f' ANO HUNTINGTON ORI~ TYPICAL SECTION, NO SCALE MINIMUM TRAFFIC INDEX = 6.0 ORl~WA Y CURB OPENING A 7 R=5'-R=5' (TYP) CURB TRANSITION ~, LI d ~, ,i SIDEWALK LI ~, <1 <1· );\ J FJ-~ 'l'J' RIGHT-OF-WAY 'I~ ~'I~ 'I A DETAIL '.A': DRIVEWAY OPENING NO SCALE LI -- - - -----r -\ ""' I I I SIDEWALK FLOWL/NE E ;~-. . ~.!-!0 ~00% ,/.'·,\?-....Z/<<::;-----......:........_~ ~ ' ~ ~: ~~~"-J ---7:.~~::____ : ~ \ -----.,_,____ LI DETAIL "A" -.,/ SECTION A-A ---~ ------~ ~ I/ 'J;.,"f I I I i • VARIES PER PLAN AND DR/1,f'WA Y LOCATION. DETAIL: REDUCED STREET WIDTH SCALE: 1=20' PER SDRSD G-27 CURB RIGHT-OF-WAY \ DETAIL: CURB RAMP SCALE: 1=20' FLOWLINE NO SCALE DETAIL "A" "AS BUil T" ENGINEER OF WORK PROJECTDEscaN CONSULTANTS PlANNINO • l!NYJlulMllNDIL • ~ • SUIMJY/GPS 701 B Street, Suite 800, San Die-go, CA 92HH 619·235.6471 FAX 619-2J4.0J4q GREGORY M. SH!ElOS, R.C.E. 42951 OA TE REGISTRA 'f!O!i DESIGNED PM SUR'w[Y EXPIRES 03-31--04 BY: REVIEW: REVIEW: -z-t i., U) "t NO SCALE RC£ 4£951 £'11£0 BY: t-z_.,_z-_01+-FP_c-+-M--m-1r:r __________ +----+----+-----+.------t I SH3EET I CITY OF CARLSBAD fSHmsl ENGINEERING DEPARTMENT L.:!l_j ;::::===:'...~==============:'....':::::==: PLANS FOR TI-IE IMPROVEMENT OF: BRESSI RANCH BRESSI RANCH PLANNING AREA 9 APPROVED:LLOYDMU~BS_!l9: EXPIRES 12-31-05 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OWN BY: t-------'---~.c....,f-C---"'-....i...;==-1 CHKD BY: ,llilQ;}- OiHER APPROVAL CITY APPROVAL RVWD BY: 'i3w PROJECT NO. CT 02-14 (4) DRAWING NO. 413-7 Jf\i, 240709 051004 · o.do' · i ________,__ .. J ~. , ;_ , l········~ ' • ·,+·+--·<•"·· 6+oo 7+00 0 20 40 80 120 r: \trig,'\2107\PA9\.'mp \21Ci7.9impC1.dwg :J'.J/D2/70U'i-1U:,H: 4(; All ?Dr . ·m· . t g,j-95; 36,6 ! ! . : ' +---•"+---+ ' . ' ' ' ------"' . ' ' ' --; .. -;....I I -, 0:, • liJ ·< ~~~550 ' K ~• r,,; l:tj I= .•~ lc5q) •-+·····'·· +···i ~ ~ 0) "'1 '-f. . ~b!=t-~~-< ' : ' r _,,_,,.,I,.._, ____ _; ______ )' - B+oo 9+00 SCALE: 1'=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY IIE'LL ON CENTERUNE OF EL CAMINO REAL 10+00 LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DES/GNA 710N NO. R1800 288+89 EC ELFVA 710N: 311.407 M.S.L. DA 11.JM:_---"Nc.:.G::., V.:.c;.D:.:.· ..;c29c.:,._ ___ _ ' ! ' -: ___ ,' -------; . 11+00 FOR CURB (im[izl(im(w SEE PROF/LE ON SHEET 9 l . -87 ; ; ' ' -~,· ---"'. . .,_,.\ ... i .... ! ' PVC WT/? PRORLE: STORM DRAIN STA 9+77.00 SCALE: HORIZ. 1"=40' VERT. 1"=4' CENTER LINE DATA NO, DEL TA OR BRG, RADIUS(ft LENGTH(ft) REMARKS ' N31 '43'04 "E -----37.43 C.L. OF PEPPERTRfE WAY 2 43"27'03" 50.00 37.92 • J N75i0'08"E 174.46 • ----- 4 4'4730 300.00 25.09 .. ~ N79'57'38"E -----254.94 C.L. OF PEPPERTRfE WAY CURB DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 31i0'44" JJ.00 17.96 6"nPE'G'C4tG 2 105'48'31" 57.00 105.26 • J 31i0'44" JJ.00 17.96 4 N7510'08"E -----49.71 • s N74'49'52"W -----14.00 • 6 N7510'08"E -----5. 75 • 1 N45i0'08"E -----14.00 • B N75i0'08T -----57.33 • 9 4'47'30" 317.00 26.51 • 10 N79'57'38"E -----107.20 • 11 N70'02'22"W -----13.60 • 12 N77'05'53"E -----14.27 • 1 N82"49'22"E -----14.27 • ,, N49'57'38"E -----4.66 • 15 N79'57'38"E -----167.46 16 N70'02'22'W -----13.60 • I N77'05'53"E -----14.07 • 1 NlB-06'11,.E ------9.89 • 19 N45i0'08"E -----13.59 ii +--'N""1.""5"""10'-i,.08""'"""E'-+-_-_-__ -_-+-1""3=1. 72=-+--'----..,-----; • 21 43'27'03" 33.00 25.03 • IZZI N31"43'04"E -----12.99 • 2J N61"43'04"E -----13.53 • 2< N28'51'20"E -----8.74 6" nPE 'G' C 4t G 1 ! ". ~··t·--·-l' t-.. •. · .·_· __ ··+··_···~·-·. -+---"--+·•--+--+-+-il __ j ·· · ··· 1 .. ··.·· ,···· . ., + , ' . 41'1/:e/~; 15-1' i ............. _ ,-,·•+--------+- ' ' .. "" .,. .... ;,. ... __ , ___ .... -{ .. - + i I f SEWER DATA NO. DEL TA OR BRG, RADIUS(ft LENGTH(ft) REMARKS CD N31'43'04"E -----54.85 8" PVC C-900 Ci) N75i0'08"E 191.89 • ----- J 4·4730• 300.00 25.09 • CD N79'57'J8·E 101. 71 • ----- 5 N79'5738"E -----148.23 8" PVC C-900 STORM DRAIN DA TA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft} REMARKS t NJ1'43'04"E -----57.95 18" RCP (1350-D) 2 Nl5i0'08"E -----195.05 J 4·47•30· 307.00 25,67 • 4 N79'57'38"E -----79.21 • 5 N10'02'22"W -----8.25 • • 6 N49"00'43"W -----28.62 18" RCP 0350-DJ • • WA7FR TIGHT JOINTS WATER DATA NO. DELTA OR BRG. RAOIUS(ft LENGTH(ft) REMARKS , t, N31'43'04"E -----54.56 8" PVC CLASS 150 < N75i0'08"E -----191.60 • " 4·47'30• 293.00 24.50 • 4 N79'57"JB"E -----254.94 8" PVC CLASS 150 550 ZONE RECYCLED WATER DA TA NO. DELTA OR BRG . RADIUS(ft LENGTH(ft) REMARKS f N31'43'04"E -----62.13 8" PVC CLASS 150 '2 N7510'08"E 199.17 • -----"AS BUil T" Ir, 4"47'30" 312.00 26.09 • ' . ' N79"57'38"E -----254.94 8" PVC CLASS 150 550 ZONE .J:s'...!~1¾-,,_,,,A.:.>..~,,,,· =----1, . l'-f ... ' u DATE RCE 4zq,1 EXP. 03-11-06 1--+--+------------i--+--;--+-~lsH4EErl.__c_1TY_o_r_c_A_RL_s_s_A_o~~3 ENGINEERING DEPARTMENT LJl._j PR.omcrDESIGN CONSULTANTS l'lANNINO • EN\IIIOIMBHl'AL • &llllNJIIIINl • Stllffll!'IGl'S 701 B Street, Suite 800, San Diego, CA 91101 619-235-6471 FAX 619-234-0:149 GREGORY M. SHIELDS, R.c.E. 42951 DAlE REGISTRATION DESIGNED PM ,:.1 ·~ EXPIRES 03-31-06 BY: RE'j!EW; M, &· ~...w ,,_. SURVEY REVIEW; DA TE INITIAL NGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANS FOR THE IMPROVEMENT OF: PEPPERTREE WAY BRESSI RANCH PLANNING AREA 9 PROJECT NO. CT 02-14 (4) EXPIRES 12-31--()51 #~1 DRAWING NO. 413-7 J.N. 24-Gl.09 . ' '051004 011405 'uh . . . -~ ., ,. ' ,; '. i 12+00 0 20 40 80 120 T: \F"7r\?4fJ7\PA.9\trr,p \2407.9impC5.d1~9 0[>/02/2001 12: 18: 29 ,OM PDT ' ...... ---+-+-c-: l-·•-. .. tzJ~•sHOIM'I OTHERMsti ~ QF CURB f1£VA!71 1d· =rr···· LffT/Rl/;HT; OF. CE/'lTERUNt £QUA4S CtN7ERLINE . . , ..... . tLE'IA TION PLU 0.20'.: ' i I . ' • . :a;;;;;la;;.;;;;;a;;i;i;··;1;· ··;;;;··;1;';;;;·";;;;>;···a1a'·;;1;;•··•;;' ;;1;;···a1a·';;;;· la;;.;;;i_.._;;;i_·;;;;· ·1aa· ·;;;;····;;1;;····;;1;; -~+--···· ....... ; A.l). =1:{81 . ' '·-~ ii: t_ 0,,1; .. :_.;s.•.sH.o• .. IM'I ..... o .. m.:.B.R .. ·.·.: ..• · .. ·;,;;,.!·. ·=.·.+ ... -.'. "',""' ·.· "~. VA,'.110 17.: .. ·.·.·. T<i = 125:]3 ' ... ' .. ·····• •······· ·.····· : . 'fl • WtjRl(;HT OF CENTE;/.iti ~"$fJALS ~'F:i1Em.iNE. . .. 50. • vc , .... ' .;... . · ' tZ:EVA71/JN PLU 0.:06':T·t--t . . . .. :.f , .. H,~"'f,-,~f-i 1•~4•\ ~~ 13+00 14+00 PLANNJNG AREA B PLAN: PEPPER/Rd= WAY SCALE: 1•,,40' BENCHMARK DESCRIP710N: BRASS DISK IN CONCRETE IN A STANDARD SURVF:Y Mfl.L ON CtNTERUNE OF EL CAMINO REAL 15+00 LOCA 710N: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC ELEVAllON: 311.407 M.S.L DA 1UM: N.G. V.D. 29 -~~~----- t--1--l : ~ PR.OJECTDFSIGNCONSULTAN'IS ~/ .Pi,-.«; • IIIMIIIMll!Nw. • l!IDNm!RINo • SlllM!YIGl'II 701 B Street, Suite 800, San Diego, CA 021ot 619-235-6471 FAX 619-234,0349 Y M. SHElDS,. R.C.E. 42951 DA TE REQSTRA. 1lON OESlGNED PM EXPIRES 03-31-06 BY: REVIEW: ,r .. ,,...c, SIJR>EY - NO. DEL TA OR BRG. 1) N79'5t38"E NO . DEL TA OR BRG. I N49'57'J8"£ 2 N79'57'J8"£ J N70'02'22"W 4 N79"57'JB"E 5 N49'57'JB"E 6 N79'57'38"E 1 N70'02'22"W 8 N77'05'53"E 9 95·40•57• 10 83'02'56" 11 N82'49'22"E ,2 N49'57'38"E 7J N79'57'JB"E 74 N70'02'22"W 15 N77'05'5J"E 16 N82'49'15"£ 11 N49'57'JB"E : ; ,._, __ " ..... +·. , I ' i ! .... 1··-< , : : [ --: __ -c-j -+~-___ :_.. ~ ·--' . .j·. CENTER LINE DATA RADIUS(ft LENGTH(ft) REMARKS -----385.65 C.L OF PEPPERTTIEE WAY CURB DATA RADIUS(ft LENGTH(ft) REMARKS -----8.94 6" TYPE 'G' C & G 179.39 • ----- 14.00 • ----------5.75 • 14.00 • ----- 90.78 • ----- 13.60 • ----------3.95 6" TYPE 'G' C & G 43.00 72.56 6" CURB 4J.OO 62.33 6" CURB -----17.34 6" TYPE 'G' C & G 13.60 • ----------147.92 - -----13.60 • 18.61 • ----- 14.13 • ----------13.60 6" TYPE 'G' C &-G ,.. ~ ll. ii<-) ~ --~--~' . ' "·---·,, -. "t·-- j ' ROFILE:• ·a•FEFURNS· $CA££: HORJZ. ~ "=40' iV£R'.T. 1 "=41' ' . . ' . . . . ''. ··1•· ....... , ·I ' ' "!" .. _. -" SEWER DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft} REMARKS CD N79'57'J8"£ -----77.50 8" PVC C-900 Q) N79'57'JB"E -----214.27 8" PVC C-900 WATER DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS ,< , N79'57'38"£ -----86.70 8" PVC CLASS 150 ~, N79'57'JB"E -----306.76 8" PVC CLASS 150 550 ZONE RECYCLED WATER DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 N79'57'JB"E -----371.95 8" Pl,I'.; CLASS 150 550 ZONE "AS BUil T" M,'u A ·J\ RCE 1'2951 E P 03-?//-0/!, X • 1----+--+------------+--+----+--+---I I SH5EET I CITY OF CARLSBAD [siirri's13 ENGINEERING DEPARTMENT L.J..lJ ;::P=LA=N:::S::::'..FOR,'.;::.:::lli:::E=l=M:::PR:::O::VE:::M::E:;::N::::T=O:::F=: ====:::...::===: Z.·IZ·tJ7 PPC DA TE INITIAL NGINEER OF WORK AS·BU/L T REVISION DESCRIPTION DATE INITIAL DATE INITIAL 01HER APPROVAL CITY APPROVAL PEPPERTREE WAY BRESSI RANCH PLANNING AREA 9 DWN BY: CHKD BY~ RVWD BY:~ PROJECT NO. CT 02-14 (4) EXPIRES 12-31-05 DRAWING NO. 413-7 JN. 240/0g 051004 :i .... ·j · ;. . = ~ ,. ·~ ' . . . . ' .. "' ' .. *·;.: ·.·+·" : : '<><rj),::S~ ~ct ... '.:;:;l! 'Ul ! • i : -~ : : ... ,..... '. ~i:=: ' +--~--+--~--i~ -"'+-· 1·-·---1··+·+·--+--+~ ' ·· LJw #o,Jr iiivl;; 46i:ii9 T TfJ.WIDNrsTA"f 5+50J04 ' , iPWSTA+=5+50i • ····•···l·ew4£vL ... ~1.59 + . ; A.I}. 'f 2.f#O ; : . , . ~ = :41.1/J .4"=:i~ ' ' .a ... , ... , ••. ; .... + , ~~ -.l-L. ··· ;· · ") Ri ~ .. l. --.... ----~.-~··., +···· i· + , I=:~ --+--•-'• . .-.~L-. . ._.: ··sci·· '. : -··+ v' ;,-· . , . : V = ~OJ.56 ··'Hi' /?OINTS>TA ~ 7+27.91 · . ... .Jf.W-fTA = f +50 • PVI ELEV= .fOJ.99 , .. ..... l A:j:==2;.1io uo· .vc 1-+--+-,.....f--H--:--!4810-r-+4i= .. ··.· .. ·· .. r.···-·.·.t,:~'-[-.... 1r=··· ~ ... ~ ........ J··.14~-~:::::::-t-"jf:;J;,J-_t:lo_r:;~LJ-+-t-t-H, + .. J,r-:.1:i. •JP1,!ll•ol TO Of! 8 ~~ wt !ER J:. ,_: oi PLANNJNG AREA B .;-.-.;--,,--M•..--· "-----' •. -···---<---·-.,+---+--+iH~···+:-::+_ f • ,..._ : j [ [ ] : : l ' l-i--i--c--1~. r~ [ ; . . ' .. • -~ ' ' . .j J r r .•· .. ·.•,Hi•• .. i 0 ! 1 : 1 .,,,,,, -•;•N-•e0.>-:"-•-~' : . 3+00 0 20 40 BO 120 ' . ' OUT 394.4J ' ___ J., ______ L 4+00 s+oo PLAN: MONTECITO DRIVE SCALE: 1 • =40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY l!Ell ON CENTERUNE OF EL CAMINO REAL e+oo LDCAnON: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO, R1800 288+89 EC ELEVAnON: J/1.407 M.S.L. DAnJM: N,G. V.D. 29 ----'-==-='------ T:\['lgr\2407\PM\,Imp\24fJ7.9ir:1pfJ6dwq 05/02/2004 12:Jl,22 PM PDT ' " -}.----·· L. .j ·~ J+B2.0l'Bc fl. 391.99 l--• -i--....-1:1r-~~ ~~········ ·1 : ·&>.,r -7-. 7+00 PRWECTDF.SIGN CoNsuLTANTS PlANNJNo • ~ • l'INOINl!l!IINO • Slllffl!r/GPS 70 l B Street, Suite 800, San Diego, CA 0210 l 619-235-6471 FAX 619-234,0349 GREGORY M. SHIElD~ R.C.E. 42951 DA lE RECISTRA. TION OOJGNED PM AA EXPIRES ()3-:tl-06 BY: RE'AEW: l:J..:A.. G'•;)~ .,. - SIJR'JEY - NO. t 2 NO. ' 2 J 4 5 6 7 a 9 10 ft 12 1 14 15 16 ' 18 r 21 ~fESS/ ~'cf~-< M, Sit✓, '-' (i) "' -~ ExpN°oE1f2os ! c1v11. or CAI.\~ ' .. ;.,.-·+ CENTER LINE DATA DEL TA OR BRG. RAD/Us(ft LENG1H(ft) REMARKS 21"49'07' 500.00 190.40 C.L. OF MONTECITO DR'.~ N10V2'22'W -----J47.JJ C.L OF MON TtCITO ORI CURB DATA DEL TA OR BRG. RAD!Us(ft LENG1H(ft) REMARKS 1"57'21' 517.00 17.65 6" TYPE 'G" C & G 0'37'59' 517.00 5.71 • Jino· 517.00 28.75 . 6'2904" 517.00 58.51 ., Ntov2·22·w -----J5.79 • N10V2'22'W J4.94 • ----- N10v2·22·w J6.26 • ----- NIOV2'22'W J9.98 • ----- N1ov2·22·w -----5.55 " N10V2'22'W J5.11 • ----- 5"56'58' 48.3.00 50.15 • N55"48'JJ"W 1J.2J • ----- N19"35'04"W -----2.9J • N14V7'42'W 17.51 • ----- N10V2'22"W -----6.J5 . N10V2'22'W 68,46 • ----- N10V2'22"W J9.98 . ----- N10V2'22"W -----J4.26 . N1ov2·22·w 8.08 • ----- N10V2'22"W -----15.09 . 19'.28'18' 60.00 20.J9 6' TYPE 'G' C & G NO. t 2 J . ... J ....... l £LniJLJ96.~L •· · 1~· ~CP i~~,25l LF! , .. t.. ::o 21.00% ; ' : Orio= 2.7, cf/; .,. : v,l.-1.ti fp$ , WA TERTIGHT<JO/NTS '0! ' .... , ......... . SEWER DATA DELTA DR BRG. RADIUS(ft LENG1H(ft) 19"J4'06" 500.00 170.77 N1ov2·22·w -----54.2J N1ov2·22·w -----288.10 REMARKS 8' P\.t: C-900 • 8' P\.t: C-900 STORM DRAIN DATA NO. DELTA DR BRG. RADIUS(ft LENG1H(ft} REMARKS 1 N79'57'J8"E -----22.25 18' RCP {1J50-D) • 2 N79"57'38"E -----8.25 • • J mov2·22·w -----2J5.ot • 4 11vo·1 r 45.oo 8.64 18' RCP (IJ50-D) •• • WA TtR TIGHT JOINTS •• 4' LENGTHS 5" BEVEL BOTH ENDS WATER DATA NO. DEL TA OR BRG. RAD/US(ft LENGTH(ft) REMARKS 1/ 16VO'JO" 507.00 141.66 8' PVC CLASS 150 <I'?'> 5"50'57' 507.00 51.76 . J; N1ov2·22·w -----J4ZJJ 8' P\.t: CLASS 150 550 ZONE RECYCLED WATER DA TA NO. DEL TA DR BRG. RADIUS(ft LENG1H(ft) REMARKS 1 1J14'50' 488.00 112.8J 8" P\.t: Ct.ASS 150 550 ZONE RCE -12951 EWED BY: "AS BUILT" EXP. 0!!·3/-C>6 -----------------------~lsH6EETl~_c_1TY_o_F_c_A_R_Ls_s_A_o~fSHmsl3 .. ENGINEERING DEPARTMENT ~ PLANS FOR lHE IMPROVEMENT OF: MONTECITO DRIVE BRESSI RANCH PLANNING AREA 9 I APPROVED: LLOYD B. HUBBSf f': ::::=::=::=============:~=::==:=·=· ::==: ~~g Z-1~·07 FDC. M·8UIL T EXPIRES 12-31-051 .£/Y,£,,r_~ DATE INITIAL GINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DATE INITIAL 01HER APPROVI\L CITY APPROVAf. DWN BY: CHKD BY~ RVWD BY;~ PROJECT NO. DRAWING NO. CT 02-14 (4) 413-7 J.N. 2A07,09 051004 l -l·---,---+--t-,· --, l .i.'"' -~ ... ' · 1· ~ ; j __ ' P . -,-~-1iJ .. ···PdtNT!STA=f7+27,9-1 P~ 51'.A 47~50; .. • .. PW El.EV=, 403.99 .-~ . ~-~---·· ··•·~·---~-------',-' A.O. F .;.4,J'O ; • I ' , •. ., .• -; ••••• ,.'._, ? ! ' --· ·· -r·r 2-f.26f -· T i --+--+~'.,4 PGR}oir1,.oo VO; : ··-··· rs! j ,__,___,____,_., •ct iti . -l . t ~ Loiv FfxNr akv • 396.~2 L=t --+-----+------··-:·----+---;-.I T L j ,' ____ ,, /_"_J WA . .. . ...... -. ·-.... •····· .. ·J·· ..... .... -lfJ" RCP .. ' .. :+ :t £C ·--· ---r r ! .• . .. ,-:f·~~r [ ·"Ej -' , . 'e~pVf ~, 275.sa~.o t.oo' ___ .;._ -··' . 0 ; ; ' i ..•. -. j f-•. j -: --·PROFILE: . Uo-_ l/ENU~ =:j=:==:i:=sc::i:. :::::AL9'E==, =j:/.J::::OR::::j§:. =:,=:=. =~4=;;0,==!~'=.T.:=. ~,.t=,=~4,p;==== -~-~----~-----~-------~-----~_: __ !_ 8+00 20 40 80 120 9+00 10+00 PLAN: ECHO A VENUE SCALE: 1"=40' BENCHMARK DESCRIP110N: BRASS DISK IN CONCRETc IN A STANDARD SVRVEY ~LL ON CENIERLINE OF EL CAMINO REAL 11+00 LOCATION: COUNTY OF SAN DIEGO BENCHMARK D£SIGNA 110N NO. R1800 288+89 EC ELEVATION: 311.407 M.S.L DA 7UM:_-'-N=.G~. V.=.0~.-'2=9 ___ _ T-ngr\24-C?\PA9\i({'p\24C7.:limpD7.dlfg 05/C2/2001 10:37.51 t,M PDT .. l , ........ . FLOU 391.28 " : : ; l 1 .f/CP ... r,, .. 8,.94.;LF - l;P 20.00% : ® ·· Qiiit = ~-5t cif · · ··~ "" . Vooi=:4.2:~ .. · ,- WA ID,?71Gl1_!~91~TS ~ .~ . ' : ~ ..... . : i5: !--~' +-Ii' 8" PVC Si!R 385.152 IE PRamcrDF.SIGNCONSULTANTS l'lAfiN[J • l!IMllaiMl!NTAL • ~ • Sl!IMIY'IGPS 701 B Street, Suite 800, San Diego. t:A Q2J O I 619-235-6471 FAX 619-234--0349 GRE\,~Y M. ;,,i-,IU!.,fS, R.C.E. 42951 041t RtGSlRATION DESIGNED PM SURVEY ~--~ EXPIRES 03-31-06 SY, RE'<1E\t RE'AEW: ~--1,tH . : l i :. ,. ,_,___ ' .,. ---,---- ! ' .... L-·""'··=-----",. --'"·l--.--I ~1·~ -,,,-"·'• -.·.--.·•1!J' -. --_,,,, ·--· -------··--- CENTER LINE DA TA NO. DEL TA OR 8RG. RADIUS( ft LENGTH( ft) REMARKS 1 90'00'00" 50.00 78.54 C.L OF ECHO A VENUE 2 N79'57'JB"E -----213.95 • 3 90'00'00" 50.00 78.54 CL OF ECHO A VENUE CURB DATA NO. DEL TA OR BRG. qAO/US(ft, LENGTH(ft) REMARKS 1 N10'02'22"W -----2J.59 6" TYPE 'G' C d: G 2 6'26'20" 37.00 4.16 • ~ 11'01 09 37.00 7.12 . 4 N79'20'50"E -----7.44 • s N79'57'JB"E -----35.92 • 6 N79'57'JB'E -----42.63 • 7 N79'57'JB"E -----63.95 • B N79"57'JB"E -----18.07 • 9 28'06'59" 37.00 18.16 • 10 N10'02'22"W -----32.JO • 11 70'J1'44' 60.00 7J.86 • 12 N79'57JBT -----13.61 . t N70'02'22"W -----14.00 • 14 N79'57'38"E -----122.48 • ts N49'57'JB"E -----14.00 • t6 N79'57'38"E -----13.61 t 70'J1 44 60. 00 73. 86 6TYPEGC&G SEWER DATA NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 N10'02'22"W -----10.45 8-PVC C-900 CD N34'57'38"E -----47. 40 • 3 N79'57'38"E -----211.34 • 4 7'28'15" 200.00 26.08 • CD N87'25'53"E -----38.16 • @ 6'37'06" 200.00 23.10 8" PVC C-900 -"OIJTER" -KNU<;KL£ ; _____ .J ... -,..; ... 1$J;JJO AVENQE _ . 'iNNER" f(NUCKL [ill ¥tiff' ~-_, .. 1" ----""T , SCALE: /JOR/Z. /"= o: 'VE/i\T. !"=4,' . l [. SEE lcu~/3 &Ai ~ Sflil ;_ ---·,' r·:-• -srr;CUFl,B 1AT.L°15ffT. f . STORM DRAIN DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 31'26'52" 45.00•• 24.7 18" RCP (1350-DJ 2 NJ4'5738"E -----7.J2 • J 45•00·00· 45.00'* 35.34 • • 4 N79'57'38"E -----148.71 18" RCP 1350--D • s N79'57JB"E -----15.41 24-RCP 1350-D 6 7'28'15" 210.00 27.JB • 7 N87'25'53"E -----64.93 24" RCP 1350-D B N12'J6'12"E -----8.94 18" RCP 1350--D • 9 N/8'49'31•w -----22.51 re· RCP 1350--D • • WA IER TIGflT JOIN7S *' 4' LENGTHS 5· BEVEL BOTH ENDS WATER DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1, N10TJ2'22"W -----22.92 8" PVC CLASS 150 2 N34'57'J8"E -----48.20 • k" N79'57'JB"E -----279.87 • '< 4 mo-02·22·w -----57.oo 8' PVC CLASS 150 550 ZONE "AS BUil T" 2 ·24 ·"7 DATE EXP. tJJ-31-CIS ~---1--+-----------t---t----J--+--; I SH7EET I CITY Of CARLSBAD [sHEETsl3 ENGINEERING DEPARTMENT LJl_J ~P=l=AN=S::::'.FO,:R:::::TH::E==IM=P=Ro=VE==M::EN=T=o=F=:====:::'...'.:==~ ·I -0 P-PC DATE INlllAL NGINEER Of WORK AC.• 13/JJLT REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ECHO AVENUE BRESSI RANCH PLANNING AREA 9 APPROVED: LLOYD B. HUBBS DWN BY: CHKD BY~ RVWD BY:~ PROJECT NO. CT 02-14 (4) EXPIRES 12-31-05 If DRAWING NO. 413-7 J.N. 24'J7.09 ! , , f +-·. T 1. ; . HI~ roNr vi= 3,_:99__,_.'o-7+-'·· T ... 1 ;.,1 .. J·r·, + .. , .. _ ........ HIGH ';/'Jr; ~ i;t4-iJ11] · , l i i ' ' •· -1-----.··)·-----..-r -····t · · 12+00 0 20 40 80 1 0 T: \Engr\2407\PA9\ir,;p \24G?.9;mpD8.dwj 05/01/2004 1C: 41: 22 All P!)f · · PVI El.EV = :599.25 i LA.J.j. = -.µa;-:~·~~- K = 14.81 1 t . ~ '.. . ;. . . ' ' , ···•·"'1· ' ""'' 'SCJi).£: HORIZ. J"=\40.' YERT. 13+00 14+00 PLAN: ENCANTO DRIVE SCALE: 1 • =40' BENCHMARK DESCR/P7/0N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY ~ ON CENTERLJNE OF EL CAMINO REAL 15+00 LOCA nON: COIJNTY OF SAN DIEGO BENCHMARK DESIGNA nON NO. R/800 288+89 EC ELEVA7/0N: 311.407 M.S.L. ' --+----;-"'"·+---- ,, i l- $95-l , ... .j. ·-"+-~",:' ' ,. . .,. .. i ' . .. l ,~:-·r r i ••..• '· ---i- 'L ' I : -___ J__,__' l ' --, ------------ ' CENTER LINE DATA SEWER DATA NO . DELTA OR BRG. RADIUS(ft LENGTH(ft) 1 N10'02'22"W -----290.24 2 2"30'00" 210.00 9.16 J N07"J2'22"W -----106.70 CURB DATA NO. DEL TA OR BRG. ~ADIUS(ft LENGTH(ft) 1 N10'02'22"W 2 N10"02'22'W J N10'02'22"W 4 m 0-02 22·w 5 N10"02'22"W B N10'02'22"W 7 2"30'00" B N07"J2'22"W 9 N22'27'J8"E 10 N10'24'07"W 11 88'46'31" IJ 19'28'16" 1 N10'02'22"W 14 N10"02'22"W 15 N10'02'22"W 16 N10"02'22"W 1 N10"02'22"W ts N10'02 22'W 19 2·30•00· 2(J N07'J2'22"W 21 N04 '40'38'W 81'46 JI" PROJECTDFS!GN CoNSULTAN18 ~ • INYR:iNMllNTAL • .l!NIJINlillloN ♦ SlllMIYIOl'S 701 B Street, Suite S00, San Diego, C-\ 9?101 619-235-6471 FAX 619-234-0349 GREGORY M, .,, ,,ELDS,_ R.\;.E, ._..51 DA TE REQSTRA TION OESIQIED PM ~ EXPIRES 03-3'1-06 BY, IID1EW: f:::J..:A -=-J-c>Y SUR'EI RE>!EW\ 19.17 6.35 70.06 7.24 40.11 20.JO 227.00 9.9D 26.71 13.60 14.12 43.00 65,12 60.00 20.39 7.58 7.35 68.39 6.21 43.29 14.81 193.00 8.42 13.96 16.39 43.00 61.37 oFESSto ~ M. S,,-1, t;; 't? No. 42951 Exp. 03-31-06 c,v,1. OF' CAI.I< REMARKS NO. DELTA OR BRG. RAD/US(ft LENGTH(ft) REMARKS C.L. OF ENCANTO DRIVE CD N10'02'22'W -----203.00 a• PVC C-900 • CD N10"02'22"W 49.37 • ----- C.L. OF ENCANTO DRIVE J 2•30•00· 210.00 9.16 • CD N07'32'22"W -----104.20 B" PVC C-900 REMARKS WATER DATA 6" TYPE 'G' C & G NO. DEL TA OR BRG. RADIUS(ft LENGTH(ft) REMARKS • 1 N10'02'22"W -----290.24 8" PVC CLASS 150 • < ., 2·30•00· 203.00 8.88 • -F c:, N07"J2'22"W -----100.00 8" PVC CLASS 150 • 550 ZONE • • • • 5" TYPE 'G' C & G 6" CURB 6" TYPE 'G' C & G • • • • • • . • 6" TYPE 'G' C & G 5• CURB "AS BUILT" RCE 1Z"l"il EXP. 0'!!·31-06 DATE ----------------+--+---+--1-----.1 I SH8EET I CITY OF CARLSBAD fsiimsl3 ENGINEERING DEPARTMENT ~ :=P=LA=N=S:=.FO.'.:R=TH=E=l::M:::PR::::O:::VOA:::::EN::::::T=OF:::::: ====::'.....':==~ ENCANTO DRIVE BRESSI RANCH PLANNING AREA 9 t----+---+----------------+---+----1---+----I ,~~~YD!-~~ 2-12-01 FPG AS-lJIJ!lT -~ Cl~ DATE INITIAL NGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL . O1!-IER APPROVAL CITY APPROVAL DWN BY: CHKD BY~ RVWD BY:~ PROJECT NO. CT 02-14 (4) EXPIRES 12-31-051 .:y'~r DRAWING NO. 413-7 Jl'.J. 2407.09 ,051004 o:> a j B-i--+--+--+--1 -• ~ l +----!--+···'····· ·····••······, --·'-··~···c.-•··· f-::..;, -+·+ t~i ..... · !-:!:! : NO ' ! . ' ........ L ... ;· ' + .. .. . ..... ,•. T ,---+-+ u' ME·~' SHbllN e,iEli'lllsk t(IP OF tl!Ri El,EVATION 1t' 'i,£F i'RWT: OF CE},ITfflL!NE EQIJAis 9ENTER~INE I ; 'ELE 'A 7/0N 'PLUS 0/06', . . 1+oo COMB/NATION 'Rt' ANO DSN SIGN NO. 1 (D CD 4 5 (D CI> r: \Engr \L4U\P49\1mp \24(;/.91mp09.1..1'-n,1 U5/02/2C04 10: 4J: 10 AM ?O-:- 2+oo DEL TA OR BRG. 8'56'34• N21 '39'2o·w N21'39'2o·w N21'39'2o·w 12·39•30• N08'59'51 "W N08'59'51 "W SEWER DATA RAO/US(ft LENGTH(ft) 300.00 46.82 -----149.18 -----180.83 -----140.29 JOO.OD 66.28 -----55.75 -----47.65 120 3tOO REMARKS 8" PVC C-900 • • 2 HOA 333 4+oo 8" PVC SIii? ' ·~··,-·-----'""· .. o··-··~"·. R/W S+oo • lo ..., "' ' ., .. _J,_,~ -, ___ --•-----'------- 6t00 EASEMENT FOR STORM PER FINAL MAP DRAIN AND SE'M::R / I 5+71.98 N 10' LT TYPE'A-4'C.O.-'\ JO' SEE SHEET 13~ ' FOR STORM DRAIN t "'-1f-1 AND SE'M::R \ , .. ,-·-=· 1'/NfSHED GRADE 0 Cf:NIT{RLINE . 7+00 i>- 16:l ::st~ cl"' 00 "( i-li¼: "'1 ''s ~. ~ '.' •····· --~l···, - ··j······· 11{ 8+00 HOA 151 333 .,.1 :1 "'I .ti : ' I, . f a;t;\l\;iz-..-6..,+00 """ca-..-..-a-:@ =-•\>". ;.fb,',iC!s•·····"'••· _..,$a.,_,,i,,:-,'.i; 7 ~:;,;. · ' s - ~l>+\1--~1-,.._--:_:D---1----:-,e-r+-+-~ © .. ·-··_ Ji• . ~ +oo ---:;;p9==f2121iJ==~--:-✓..,.f-~-4"'1 W4:-'fo-+lt~~+-~~f'"~#4'9lcf1iiJ=='K 1,--·X ?ii:;i<p•••f,. ,;a:.;:;i5J PLAN: DI VITA ORNE SCALE: 1 • =40' STORM DRAIN DA TA WATER DATA NO. DELTA OR BRG. RAO/Us(tt, LENGTH(tt) REMARKS NO. DELTA OI? BRG. RAO/US(ft LENG7H(ft) REMARKS t> N21'39'.20"W -----154.64 24" RCP 11350-DJ t N10V2'.22"W -----80.50 8" PVC CLASS 150 2 12·39•30• 310.00 68.49 . " 11'36'58" 307.00 62.24 • r •• • e ''ii-ti••·-•• 1 ..,·····~· ···~ ; ! ~.· .. -~-··-385- i .. •-aeo.;. :4=16.698 -------+-,., . ,., : m @ :[Jj . -. .: ... , -~-1J •. "60,rlt----i,-j,-4li-0--j7_ .. li-_ -_ ;--_ -+.,~. "1J+-.• ~. li'.--H:;i+-14=;28"-M-_,.:_ = __ 7"1-C __ .. ~-c,;-c,,--··· .. fl ~I . H~S! ' 1 l.!59'. , .... ir'l ' LSCALft: .. HOR/l. . ""' 350- ifJAf i ·· • -, J2l75'i .. , ... i .... -· .eaffi:'.cutl .. •.·o·· ·_.-_sJa_t . . l O/ Vlt A ORI . . .--. , 4('J,,,10.9rz'. \ + ' CENTER LINE DA TA NO . DELTA OR BRG. RAD/US(ft LENG111( ft) REMARKS , N10V2'22•w -----87.50 C.L OF 01 \.1TA DRIVE 2 11'36'58" 300.00 60.82 • J N21·39•2o·w 480.30 • ----- 4 12·39•30• 300.00 66.28 • 5 N08'59'51"W -----82.50 C.l. OF 0/ \.1TA Dl?IVE -·· (·Sd,<.t'EtHeRIZ: t"=41Y VERT: +',/,4'+· ' . ' ' ; . ; , CURB DATA NO. DELTA OR BRG. RAO/Us(ft LENGTH(ft) , 847631' 43.00 63.25 2 N0770'J8•w -----14.28 J N40V2'.22"W -----13.60 4 N10V2'22•w -----9.77 5 11'36'58" 283.00 57.38 6 N21 ·39'2o•w -----480.30 7 11•39•19• J/7.00 64.48 8 14'56'/J" 103.00 26.85 9 N24'56'15•w -----53.46 , 85'37'34" Jl.00 55.29 ,, 26'59'54" 37.00 17.43 I N08i3'08"£ -----43.41 , 1813'10" 103.00 32.75 ,. N10'46'01"W -----7.57 , 5·34·74• 283.00 27.51 , N21'3920"W -----20.57 , N21 :J9'20"W -----48.15 , N21 '39'20"W -----41.94 , N21 ::19'.20"W -----42.71 N21 ·39•2o·w -----45.45 -l;l N21 '39'20"W 40.45 ----- 2 N21 '39'2o·w -----43.85 2 N21 '39'2o·w -----25.67 2 114'34• 317.00 6.88 ~ 175·12· 317.00 6.93 N10'02'22"W 8.85 ----- i N19'57'38"E 13.60 ----- N12'54'07"W 11.66 ----- 88'59'42" 43.00 66.79 REMARKS TYPE 'G' C & G • • • • • • • • • • • • • . • • • • . • • • • . • • • TYPE 'G' C & G "AS BUil T" RCE '12'151 . • • J N08'59'51"W -----46.25 4 N20'24'42"W -----63.18 24" RCP 1350-D • N21 ·39•2o·w -----480.30 18" RCP 1350-D • 12'39'30" 293.00 64. 73 • • WA TEI? TIGHT JOINTS c,o N08'59'51"W -----105.82 8" PVC CLASS 150 550 ZONE ---------------------~lsH9EETl. __ c_,TY_o_F_c_A_R_Ls_s_A_D___,fSHmsl3 _ ENGINEERING DEPARTMENT l_lli 8" PVC C-900 BENCHMARK DESCl?IP710N: BRASS DISK IN CONCRETE IN A STANDAl?D SURVEY ME'LL ON CENTERLINE OF EL CAMINO /?EAL LOCATION: COUNTY OF SAN DIEGO BENCHMAl?K DESIG.NA710N NO. RIBOO 288+89 E;f ELEVATION: 311.407 I.I.SL DA TUM: N. G. V.D. 29 -~==~----- PR.omcrDFSIGNCoNsuLTANTS Pf.ANNINO • IINVDDW8NTAL • .l!NUlt-6 NG • SORYBrtafS 701 B Street, Suite ROO, San Diego, CA 1/2101 619~235-6471 FAX 619-2J4-0H9 M. SHIElDS, R.C,E. 429S1 DAlE REQS1RA110N OESl<HD PM ¼-t-.J..:A. EXPIRES 03-31-06 BY: -.-.. ~"'~'" PLANS FOR lHE IMPROVEMENT OF: DI V1T A DRIVE BRESSI RANCH PLANNING AREA 9 LLOYD B. HUBBSdY , ~ EXPIRES 12-31-05 SllR'IEY RE'1EW: 051004 011405 co 0 -.... CJ.) . . .. i.···· ···1· r .... ., .. -- ' 1+00 2+00 0 20 40 80 :.-\_[;;gr\2407\PA9\,iT.p \24C7.9:n'f:IO.ow,; 02/14/2004 09: 56·G5 AM PST 3+00 bRADE 9 Ct"Ntmi.iNt /?ER DWG NO. 4IJO-f8A ' FINJSNED 'GRADE ' . .,, CEN1FRLINE PLAN: MUIRFIELDB ORNE AND HERITAGE DRIVE SCALE: 1"=40' BENCHMARK DESCR/P710N: BRASS DISK IN CONCRETE IN A STANDARD SURWY WELL ON 120 CENTERUNf OF EL CAMINO REAL _ ___ __ _ _ LOCA 710N: J:OUNTY_OF SAN_ DlfGO BENCHMARK DESIGN A 710N _ _NQ_, B[fl.Q{} 288+89_C_(;_ ELEVA 710N: 311.407 M.S.L DA TUM: N.G. V.D. 29 --'==~~---- . ~-~ :~ ' ' ~111 $TA= ~+dp pr l&~v =r.fo1-~1 I(= .90 100. ' l(C . . ,1 :❖·. @ --»-' ' - ~ '--330 18"RCP ~ 5281 LF ; l!i 3. 0%: Q,., = 4 76 •cfs v .. = .3 fps -320 PR.omcrDFSiaNCONSULTANIS PlANNINO • ~ • .l!NllJNlilJRIN • SUIM!Y/OIIS 701 B Street, Suite 800, San Diego, CA 02.J Ol 619-235-6471 FAX 619-234-0349 GREGORY M. SlllElDS, R.C.E. 42951 DA.TE REGISlR.A.TlON DESIGNED PM 0'.PU~[S 03-3'1-04 BY: REVIEW: -z.,I v,\ol,/ 330- NO. DEL TA OR BRG. 1 N68"15'06"E 2 9ovo·oo· J -~ N21'44'54"W NO. OHTA OR BRG. 1 N38"15'06"E 2 N68"15'06"f J N68"15'06"E 4 N81'44'54"W 5 N65'23'22"E 6 N7/'06'51"E 7 N38"15'06T 8 N68"15'06"E 9 N68'15'06T 11 N81'44'54"W " N68'15'06"E 12 90·00'00· 1. N81'44'54"W 14 N687506"f 15 NJ8i5'06"£ 16 N71'06'51"E 1, N65'23'22"E 18 N81'44'54"W 19 N68'15'06"E ,~ 9ovo·oo· 21 N21'44'54"W ··~: 78.541 6=13.Q9 !SCALE: HQRIZ 1'=40,' VERT. '1"=4' ' __ _;_ ______ _ CENTER LINE DA TA RADIUS(ft LfNGTH(ft) REMARKS -----456.88 C.L. OFMU/RRELOS &-HERITAGE DR. 50.00 78.54 C.L. OF HERITAGE DR/11:: -----20.00 C.L. OF HERITAGE DRIVE CURB DATA RAD/US(ft LENGTH(ft) REMARKS -----13.JJ 6" TYPE 'G' C &-G 7J.5J • ----- 36.47 • ----- 13.60 • ----- 14.35 • ----- 14.30 • ----- 13.60 • ----- -----JJ.20 " -----14.26 " 14.00 • ----- -----13.61 .. 60.00 94.25 • 1J.33 • ----- 82.04 • ----- 13.60 • ----- -----1J.2J .. 15.JJ • ----- -----13.60 " 142.20 • ----- 50.00 78.54 • -----37.00 6" TrPE 'G' C JI G ' ' 14.o/J! j - 32:tr-~®Et' ----t---!e'F· '""0~~ ""l:1,\'11' 1-+--,~;J.-f--+-~-+---'----+-----+-----,--+--1----+-+---1 ; 1afw ..... /a,.25. ·CF . (l.,,"'•Z1°lt%c,s t ; v .. !: 11.1 tps i .... :.~ .. ( : i ; -~ : 8" •PVC Sltll . . 2 :Jtf 2:;11f J ... c: I : f@ .. 1~· RCP j,, 22.oq LP : :o 5.04$ : ' ' a,.; "' !J. 72 cir, ; v,,;, ,,,;a.6 fp~ ; SCALE: 1/0RIZ 1 • =40' 1/rRJ: 1 ~=4' , •• , , l .. ,, ••• ;. ; . • ;.,, SEWER DATA NO. DEL TA OR BRG. RAD/US(ft LENGTH(ft} REMARKS (D N68'15'06"E -----210.17 8" PVC C-900 Q) N2Ji5'06"E 49.91 • ----- Q) N21 '44 '54 "W -----28.67 8" PVC C-900 STORM DRAIN DA TA NO . DELTA OR BRG. RADIUS(ft LENGTH(ft) REMARKS 1 N68"15'06"E -----239.68 JO" RCP (1350-D) • 2 N68'15'06"E 62A4 • ----- J N68'1506"[ 36.39 • ----- • 45'00'00" 45.00 35.34 JO" RCP 1350-D 5 N2J'15'06"E -----7.83 18 RCP 1350-D 'II" 6 45-00·00· 45.00 35.34 • 7 N21'44'54"W 9.63 • ----- 8 N21'44'54"W 8.25 • ----- g N21'44'54"W -----22.00 18" RCP (1350-DJ • WA TER71GHT JOINTS WATER DATA NO. DEL TA OR BRG. RAOIUS(ft LENGTH(ft REMARKS K 1 N68'15'06"E ------199.52 8 .. PVC CLASS 150 k 2 N68"15'06T -----220.76 • k .a: N2375'06"E -----47.22 '< 4 N21'44'54"W -----43.61 8" PVC CLASS 150 550 ZONE RECYCLED WATER DATA NO.I DELTA OR BRG. IIADIUS(ft 1£NGTH(ft) REMARKS I I N66'44'54"W -----12.73 8" PVC CLASS 150 N68'15'06"E 327.88 • 0 2 I ----- U ! I N45'45'06"f 44.39 • ----- II 4 I N00'45'06"E -----44.39 8" PVC CLASS 150 "AS BUil T" 550 ZONE D BY: INSPECTOR fSHEErl CITY OF CARLSBAD fSHmsl 1----+---+----------------+--+----t---+----i L.!.Q_j ENGINEERING DEPARTMENT L.llJ :::P=LAN=S=:'.-FO,'.;R:::::::TH:::E==IM::::PR:::D=VE:::::::ME;:N::;T=O::::F:::: ====~==~ AS-f,lJ/L T A S DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL MUIRFIELDS DRIVE AND fERfT'AOE ORNE BRESSI RANCH PLANNING AREA 9 APPROVED: LLOYD B. HUBBSd'Y DWN BY:F!1!!li_ CHKD BY: RVWD BY: • PROJECT NO. CT 02-14 (4) EXPIRES 12-31-05 e,t./ DRAWING NO. 413-7 JN. 2407.C!9 ..... 0 s. .... .i::. c,.:, ..... CA) I -.J -f- 1+00 2+00 0 20 40 80 T: \<"r-!Jr\21C7\P.t,9\irn,n \:i.40"/. 9irr:p1 .' dwg Q;;;/2•:/JCC4 09: ST 34 AM P.S'T NOTE: · t , I , • UNl£$S SHOWN i:>fHfk'lfist, Ti LlfT/RIG/:IT OF ¢£NIJRt{NE E E(EVAllOi/lJ!WSi0.06'.. i bk CURB £1£ivArioN 117• ' Flf'/!Sr/E:D /;RAPE • trCENTERLINI': 'AtS CliNTFRLINE • ' '·· --i • ;_290'. -' ' ' 3+00 4+oo 5+00 PROFILE: HUNTINGTON DRIVE SCALE: HORIZ. 1"=40' vERT. 1•=4' Cl 1', ➔ r~i.....,*"l~'f'-:::. B" PVC W1R •PVCiSM? PLAN: HUNTINGTON DRIVE SCALE: 1 "=40' BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SURVEY KUL .Q/:I ... . _ ·--· 120 CENTERLINE OF EL CAMINO REAL LOCATION: COUNTY OF S'AN m£GO BENCHMARK DES/GNA TION NO. R1800 2?8+89 EC --..,,-..,--------......... --===--,-~=-:::------ £L£VA710N: 311.407 M.S.L. DATUM: __ .c.Nc.c.G~.V.~.O_. =29~ . -/ ... j 1 -' ' 325'-' • 13.60' I I , , • !ELCURB R _ ··.: --.. I CENTER LINE DATA NO. DELTA OR BRC. RADIUS(lt LENGTH(fl} REMARKS t N21'44'54"W -----89.59 .L. OF HUNTINGTON ORfVI 2 32'20'12• 550.00 310.41 c-.L. OF HUNTINGTON ORfv, NO. DELTA OR BRG. 1 84'16'31" 2 N18'53'09"W J N51'44'54"W 4 0"58'03 5 6'20'oo· 6 ro1•30• 7 5·42'49• 8 8416•31• 9 N24'3638"W 10 N08'15'06 "E 11 0'35'25" 12 3'23'40" 13 J'24'50" ,. J7xr50· 15 J'30'04" 16 J'29'17" NO. DEL TA OR BRG. CD N21'44'54"W CV 26'52'03· , 4'56'54" NO. DELTA OR BRG. :~ N21'50'56"W 2 32'20'12" 550 ZONE PR.omcrDFSIGN CoNSULTANIS PrANNINO • ilNIIIRaofMBN'o • ENlllNl!llUlo • SllllVBY,tll'S 701 B Street. Suite 800, San Oicp,o, CA t1210l 619-235-6471 FAX 619-234-0340 CURB DATA RADIUS(ft LENGTH(ft) 43.00 63.25 -----13.00 ----··-10.55 533.00 9.00 533.00 58.92 533.00 65.35 533.00 62.45 43.00 63.25 -----14.32 -----10.68 557.00 5.84 567.00 JJ.59 567.00 33.78 567.00 39.39 567.00 34.65 567.00 34.52 SEWER DATA RAI)/US(ft lENGTH(ft) -----·-87.09 550.00 257.91 550.00 47.50 .. . --· WATER DATA RAO/US(ft LENGTH(f1) -----82.59 543.00 JOB.46 DA 1E REGfSlRA TION 06GNED EXPIRES 03-31-04 BY: PM REVIEW:- SURVEY RE\l!EW: 't,lvt \Oc.t REMARKS TYPE'G'C&G • • - • • • • • • . . • • • TYPEGC&G REMARKS 8" PVC C-900 • a• PVC C-900 REMARKS "AS BUil T" 8" PVC Ct.ASS 150 a• PVC CLASS 150 ~ RCE INSPECTOR fsHml CITY OF CARLSBAD fSHmsl t----+--+-----------------+---t---,~--+----t L1LJ ENGINEERING DEPARTMENT Lill ::P=L=AN=S~FO.,'.:R::::::TH=E=IM=P::::RO::VE:::::M::::EN=T=o=r=,====:::...:==~ HUNTINGTON DRIVE BRESSI RANCH PLANNING AREA 9 I APPROVED: LLOYD B. HUBss,i,-y l----+-----+---------+------+--t----+------1 ~ "C-'e¢ ~ ·.c l-2~-~,2-...,,-=+cp~n-,r-1-----,---------------+--+---+--+----I R.c!'.']$89 ~ 0Sftf.&rn ~, v~ t/S-~LlllTo DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL O'!HER APPROVAL CITY APPROVAL DWN BY:~.,....-, CHKD BY•§ RVWD BY:~ PROJECT NO. CT 02-14 (4) EXPIRES 12-31-051 ij,w1;1 - DRAWING NO. 413-7 U'v. 2407.09 ..... ..... 2. ..... t,.) C :E C') .ta. ..... w I ...., --... ;_ -------+ -----,-.t. ~ -~,:;.-/$'• ' . • : "'it, ® N-+-~+-t----+"-d·--¾--;---"----t-+---;-\-i---+-'~-----"tt- • . .,. + ,c • " " --· .. ""' "" N······~ j --~ i i N,, ' ' .. --.- !w srA~ 1+l .. , GRADE'. 0 CENTf:Rt/NE'. P\4 ELEV = 271,r9 PEii DIIG NO 400-BA A.D. 3·80 : . ' Ii= 31.$6 ·~;.::.:c:.;::::cc:..::· =· 10£20"". ' V(, • : 9+55.Q2 fLP . .266: 15 • . e· pvC wm \294.47, 7P : REl/OVf . 4:AP AN(} CON~T · • T0:8~ •WTR, PEJR DWG ... 400-8 G::' C'•• -~ ; : : • ' 'J I • ,., )~ R[M()V[ BUtKMEAO 'A.Nd i • : cbNNEcr ro • PROPom;I 24 r RCP PER Dll,Ji. NO. ,/00,-80 9;55.02 •. PROFIL :SfCJRM··DRAIN S :4• 5fa2.36 . SCAL[: H RIZ. 1".k40G 14:RT. 1•,;,4• 8':PVC W11? 268.83 TP . ® ' G:! 18" RC/' 2.2.2q LF .. @j700%' ... , 0... =. 4.97 qfs v,.. =! 4.80 fps +-+----'---"'-..i::--+--"' R+M-~$,-2J•..,6;uOe-· -+--"--+~ 5+oo 6+00 0 20 40 80 120 T: \£nqr\2407\PA9\imo \2407,9.'mp12 dwq 02/24/2:]()4 09· 53. 55 AM r>,;.c ri ri l. SCALE: HqRIZ.1 1•4,,40• Vf:'/?T. 1"=.4' 7+00 s+oo 9+00 PLAN: HUNTINGTON DRIVE SCALE: 1"=40' BENCHMARK DESCR/PllON: BRASS DISK IN CONCRETE IN A STANDARD SURVF:Y m:LL ON CENTERt/NE OF EL CAMINO REAi. LOCATION: COUNTY OF SAN DIEGo'"BEN~CH=u~A=RK~D£=Sl~GN~A=no=N~N~O~.~R~18=00~2=8=8+~8=9~E=c ElEVAllON: 311.407 M.S.l. 'REM ,VfiPLfJG,,,AND,i CONNE'cr CENTER LINE DA TA NO. DEL TA OR BRG. RADIUS(ft LfNGTH(ft) Rf/,/ARKS I 8'35'16' 550.00 82.44 °.L. OF HUNllNGTON DR/~ 2 N62"40'21"W -----162. 74 " J 80'36'15" 50.00 70.J4 " -~ N17"55'54"E -----171.02 •·.L. OF HUNllNGTON DR/~ CURB DATA NO . DFL TA OR BRG. RADIUS{ft LfNGTH(ft) REMARKS I 5·44•00· 533.00 62.64 6' TYPE ·c· C & G 2 N62'40'21"W 41.84 • ----- J N62'40'21 "W 42.7J • -----, N62'40'21"W J6.25 • ----- 5 4218'02" 27,00 19.93 • 6 N17'55'54"E 2.47 • ----- 7 N17•55•54 "E 41.65 • ----- 8 NI 7"55'54"E 26.13 • ----- 9 N47'55'54"E 13.53 • ----- 10 N15V4'09"E -----14.46 6" TYPE 'G' C & G II 87'05'01· 43.0D 65.J6 6" CURB 12 379'19" 56700 34.52 6" TYPE 'G' C & G IJ 1'01'07" 56700 10.08 • 14 N62'32'48"W 40.77 " ----- 15 N62'40'21 "W -----JB.91 .. 16 N62'40'21 "W 15.19 . ----- 17 80'36'15" 70.00 98.48 • 18 N17'55'54"£ 13.57 • ----- 19 N4 7'55'54 "E 14.00 • ----- ~ N/7'5554"£ 40.38 • ----- ~ N12'04'06"W 13.53 . ----- N20'47'38"E -----14.45 6" TYPE G' C & G 87'05'01· 43.00 65.36 6" CURB STORM DRAIN DA TA NO. DELTA OR BRC. ~ADIUS(ft, LENGTH(ft) /?£MARKS 1> N32'32'38"E -----22.25 18" RCP (1350-D) • 2> NJ2'J2'J8"E -----8.25 -• J 5'00'39" 55700 48.71 . 4 N62'40'21"W -----19720 '' 5> N17'55'54 "E -----112.95 18" RCP 1350-D 6) NI 7'55'54"E -----56.99 24" RCP 1350-D 7 N72'0406'W -----22.25 18" RCP 1350-0 8> N72'04'06"W -----8.25 18" RCP 1350-D • • WA TERTICHT JOINTS PR.OJECTDF.SIGN CONSULTAN'IS P1ANNNl ♦ lllMRaolllNnlL • l!NmNl!mtNJ • SUIMIY/OPS 701 B Street, Suite 800, San Diego, CA Q210l 619-235-6471 FAX 6!9-234-0349 GREGORY M. SHIELDS. R.C.E. 42951 DATE REGISlRATJOO DESroNED PM S1JR'Rf f.'. E);'P!RfS 03,·31--04 8Y; RF,EW: Rt\llEW: ~-ii. -z.11-,1•11 ,~ : e· iPvc siiR ,Z I I :1 jl13 1:r \ ·/ Lt(; I I~. '~'~- •. PER Jko:' · NO 400-8 SEWER DATA NO. DELTA OR BRC. RADIUS(ft LENGTH(ft 1 8"35'16" 550.00 82.44 2 N62'4021 W 202.64 Q) N17'55'54"E -----179.42 WATER DATA NO. DELTA OR BRG. RADIUS(ft LENG!H(ft) ,1, 8"J5'16" 543.00 81.39 2 N62'40'27"W -----211.08 J N17'55'54"E -----187.85 550 ZONE REMARKS 8" PVC C-900 • 8" PVC C-900 REMARKS 8" PVC CLASS 150 • 8" PVC CLASS 150 @] 5/19' .• dit~1crtulii i[]z!' ' ' 'f/8.4'8' j PROF/LE: CURB RETURNS SCALE: HORIZ. 1"=40' VF:RT. 1"=4' "AS BUil T'' ,n\8 A->-.. RCE 12!H5/ 4'· ,,-M> EXP.---- -27Q :-265 fsHm7 CITY OF CARLSBAD fSHm'sl l----+--+----------------+---t---1----t----l L1l_j ENGINEERING DEPAR1MENT ~ ~P::L=A=NS::::::;F'.;O:;:R :::::TH:::::::E=l=MP:;:R:::O::VEM::::;::EN::::::;T:::::::OF:;::====:::'...:::::=~ Z-!'2-01-PtJC DA TE INITIAL NGINEER OF WORK .4S-I REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVA CITY APPROVAL HUNTINGTON DRIVE BRESSI RANCH PLANNING AREA 9 APPROVED: LLOYD B. HUBBS 6'r DWN BY:-~~, CHKD BY: W RVWD BY: ~ PROJECT NO. CT 02-14 (4) EXPIRES 12-31-05 -y/~y ATE DRAWING NO. 413-7 JN. ?407.(,"9 051004 ' 292 PLANNJNG AREA 9 291 1+o0 2+00 2+00 3+o0 4+o0 . PLAN: STORM DRAIN LINE 'A' AND SEWER LINE 'A' FROM ECHO A VENUE TO DI VITA DRIVE SCALE: 1•~40• o 20 ~o 80 ' BENCHMARK DESCRIPTION: BRASS DISK IN CONCR£TE IN A STANDARD SURVEY WELL ON CENTERUNE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC £LEVA TION: J11AC7 M.S.L DA 7lJM: N. G. V.D. 29 --------- ;: \[r,gt \2407\PAB\imµ \2107.9imp 1J.dwg 05/:12/2004 10. OJ: 38 N,1 PDT ' ' ..... 1 •· ...•.. ···· .. ffi; ... : . ' r ..•... ,. . . .. ~-----1-······~> ;. ... ,.,, ... . T ....... ;-,- . . ' SEWER DATA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft REMARKS CD 17'28'44" 200.00 61.01 8" PW: C-900 (D N68'20'40'E -----42.89 • (1) N79'57JB"E -----108.20 CD o'50'so• 200.00 2.96 • 5 N6Bi5'06"E -----100.97 . 6 NB1'00'09"E -----150.51 8" PW: C 900 STORM DRAIN DA TA NO. DfLTA OR BRG. RADIUS(ft L£NGTH(ft REMARKS 1 • I 9'01'J9" 210.00 JJ.09 •• 24• RCP (1J50-D) • 2 N68'20'40T -----44.JB ., • • ,,, N79'57'J8"E -----109.7 . 4 6'59'29• 210.00 25.6J • 1 • 5 N80'29'54"E -----46.45 • • 6 N6Bi5'05"E -----44.65 •• . 7 N80'59'46"E -----160.54 24" RCP 1350-D B N69'0J21"E -----16.JS 18" RCP 1350-D • " 9 N5J'47'29"E -----IJ.95 24" RCP 1350-D • • WA TERTIGHT JOIN TS •• 111/CKEN COVER OV[R STFEL DU£ TO V > 20 FPS PRomcrDFSIGN CoNsuLTANTS PlAl'NN8 • ~ • f!'l«m_m • SVRYBrltR 701 B Street. Suite SOO, San Diego. CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. SH!£lDS. R.C.E. ,i,£,wt DA lE RE!>STRA 110N OES>GN!D PM M ~ EKPIRES 0J...-31-06 BY: REVlf.'W; G•)-c>V SUR~ RE\1£W: : ' 1+o0 ' 2+00 2+00 3+00 4+00 -,IQ- PLANNING AFiEA g PLANNING ARF'A g OPEN SPACE PLAN: STORM DRAIN LINE 'B' AND SEWER LINE 'B' FROM DI VITA DRIVE TO HERITAGE DRIVE SCALE: 1 "=W' "AS BUILT" ~!!:WED BY: ~ECTO;' fsHml CITY OF CARLSBAD ~ i----t---+----------------+---t----1---+-----1 lJ.L_J ENGINEERING DEPARTMENT W_j ;:;P:::LA::N::S~FO~R::::;::lH:;E=l:::M::::PR::::O:::VE:::::::ME:::N:::T=OF::::: ====:::'...':==::: t:;tc-;-1;;-z.-:.07m(';;,17,;;,-c+--:.AS"-"fJ;;;Ul"'l"'T-----------+--+---+--I---I DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL O11,ER APPROVAi CITY APPROVAL SD AND SEWER EASEMENTS BRESSI RANCH PLANNING AREA 9 APPROVED: LLOYD B. H~UBBS g, ~ ,,-, .d'. ' ,_ DWN BY:fE CHKD BY: RVWD BY: PROJECT NO. CT 02-14 (4) EXPIRES 12-31-05 .s-/.,, A:, 47 • uA DRAWING NO. 413-7 u.N 240/,09 051004