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Home My WebLink AboutDWG 411-3; CT 02-14; BRESSI RANCH PLANNING AREA 6 UNIT 1; 01-07KEY MAP LEGEND ----0-- --------~------ r----7 L ____ ...J @ ~ RIGHT OF WAY SE'IER UN£ SE'IER MANHOLE WAT£R MAIN STORM DRAIN STREET LIGHT SmffT LIGHT PER DWG NO. 400-8 FIRE HYDRANT FIRE HYDRANT PER DWG NO. 400-8 SHEET LIMITS SHEET NUMBER ACCESSHOLE NUMBER PROJECT SIT£ VICINITY MAP NOT TO SCALE •DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA 11[ EXERCISED RESPONSIBLE CHARGE OIIER 11/E DESIGN OF THE PROJECT AS DEflNED IN SEC710N 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/S71:NT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRA'MNGS AND SPEC/RCA710NS BY lHE Cl TY OF CARLSBAD IS CONflNED TO A REVIEW ONLY AND DOES NOT REL/El,£ ME, AS ENGINEER OF WORK. OF MY RESPONSIB/U71ES FOR PROJECT DESIGN. RRM: PROJECT DESIGN CONSULTANTS ADDRESS: 701 8 STREET, SUl7r 800 CITY, STA 71:: SAN DIEGO, CALIFORNIA TElEPHONE: (619) 235-6471 BY: 15 ~ 0• 1:-,, <'..) Gli£coRY M. SHIELDS DATE: 2-,o. o"f R.C.E. NO. 42951 REGISTRA 110N EXP/RA 110N DA TE: OJ-J1-04 T \E•1gr\24C7\PAf \imp \?407, 6imp07.dwq O?/OJ/2004 09.-38: 2:, IIM PST N BRESSI RANCH PLANNING TENTATIVE MAP CT 02-14 AREA 6 WORK TO BE DONE UNIT NO. 1 Tl-IE IMPROIIF:MENT l!ORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT 11/E TIME OF CONSTRUC110N, AS DIREC71:D BY Tl-IE CITY ENGINEER. ! ! : ' ! ! I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS ; i '"•••--w~•=•~•~•fl------•1•'/ / •• J. THIS SET OF PLANS KEY MAP SCALE: 1• =100' SHEET INDEX SHEET 1. .. . .. . . . . ................. 71TLE SHEET, KEY MAP SHEET 2. .. . . . CONSTRUCTION NOTES SHEET J _ ....... TYPICAL SECTIONS AND DETAILS SHEET 4 TO 7 .. .. .. .. . IMPRO\£MEN T PLANS AND PROFILES BRESSI RANCH REFERENCE DRAWINGS SEE DRAWING NO. 400-8 FOR BRESSI RANCH RESIDENTIAi. STREET IMPROIIF:MENT PLANS. SEE DRAWING NO. 400-8A FOR MASS GRADING AND EROSION CONTROL PLANS. SEE DRAWING NO. 400-BC FOR BRESSI RANCH RESIDEN11AL STORM DRAIN PLANS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON lHESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY ___ METHODS FROM INFORMA 710N GATHERED ON MAY 11 19 98 BY SAN-LO AERIAL SURIIF:YS AND FROM MASS GRADING CONTOURS PER owe. NO. 400-BA. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA710NAL MAP ACCURACY STANDARDS. PROJECT LOCATION 71-/IS PROJECT IS LOCA 7£0 WITHIN ASSESSOl?S PARCEL NUMBER(S} 213-030-18 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 1990-6252 BENCH MARK DESCRIPTION: BRAS.S DISK IN CONCRETE IN A STANDARD SURll[Y 'IELL ON CENTERLINE OF EL CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNA 110N NO. RH}QD__288+89 EC ELEVATION: 311.4-07 M.S.L DA WM: N. G. V.O. 29 -~~~----- IMPORTANT NOTICE 4. RESOLUTION NO.S 5201 (EIR 98-04), 5202 (GPA 98-03), 5203 (ZC 98-04), 5204 (MP 178), 5205 (LFMP 17), 5206 (CT 00-06}, 5207 (HDP 99-06}, 5208 (SUP 99-0J:ECR), 5209 (SUP 01-10:flOOD), 5461 (CT 02-14), 5464 (PUD 02-06}. 5. THE STANDARD SPEC/FICA TIONS FOR PU8LIC l!ORKS CONS'/'RUCTION (GREEN 800K} 6, SOILS REPOl?T ANO RECOMMENDATIONS BY LEICH TON &: ASSOC/A 1'ES. DA TED SU'TEMBER 8, 1998. 7. JHE SAN DIEGO_ AR£A REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. THE CALIFORNIA DEPARTMENT OF TRANSPORTA 110N, "MANUAL OF TRAfflC CONTROLS FOR CONSTRUCTION AND MAINTENANCE l!ORK ZONES". 9. lHE CALIFORNIA DEPARTMENT OF TRANSPORTA 710N STANDARD SPEC/FICA TIONS DOCUMENT NO. 769692. 10. lHE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD Pt.AN, DOCUMENT NO. 769691. 11. JHE CARLSBAD MUNICIPAL WA 71:R 0/STRlcrs STANDARDS AND SPEC/FICA TIONS FOR WATER, SE'IER, AND RECLAIMED WA 71:R. LEGEND QUANTITY UNIT ITEM STANDARD DRAWING 66,058 J,562 SF SF 4• ASPHALT PAVING (SEE STREET NOTE 1)---------CARLSBAD GS-1------------------- CROSS CUTTER-----------------------------SDRSO G-12 ., (GS-9, 10)----------- J,2J6 LF 6" TYPE 'G' CURB &: CUT1ER ------------SDRSO G-2 -- 18,027 1J,J89 10 7 4 J SF SF EA EA EA EA PCC SIDEWALK -4• 71-/ICK---------------------SDRSD G-7----------- DRl\£WA Y---------------------------------SEE DETAIL, SHEET J --------------- PEDESTRIAN RAMP---------------------------SDRSO G-27, TYPES A &, 8---------- -., ---·----·-----------··"···~---"----·· "~~ STREET LICIIT, PULLBO ,: -~ f"E{< IY&TA/1.. CW_ SJiE/!!iT 2. __ -. ~7-::--:-------~------------..___ --------------------____..,/-STREET SURIIF:Y MONUME, --------------------SORSO M-to--=~-=---------------- DUAL STREET NAME SIGN (DSN)-----------------SORSO SDM-102------------------- EA STREET SIGNS------------------------------SORSD SDM-102---------------- 2 EA STOP SIGN (Rt)------------- SYMBOi. -. 2,282 LF CONSTRUC710N OF e• PVC WATER, CLASS NOTED ON PLANS 8" PVC -----cMWD 21----------W---- 4 1 4 EA EA EA CONSTRUC110N OF MANUAL AIR RELEASE- AIR &: VACUUM VAL\£ ASSEMBLY----------------CMWD Wl------------------------ CONSTRUCTION OF 2• BLOW-OFF" ASSEMBL Y---------CMWD 'N6------------------------ _ M.A.R,■ -MV.V.■ __ B.O .• 7 EA CONSTRUC710N OF 8" GA7r VALii[ ASSEMBLY-------CMWD W16--------------------------0--- 4 EA CONSTRUC710N OF BEND AND THRUST BLOCK ASSEl,/BLY---------------CMWD W15-------------3<3 4 EA CDNSTRUC710N OF f7RE HYDRANT ASSEMBLY--------CMWD wtt-----------------------t&---f F.H. 469 LF 6" PVC SE'IER, CLASS N07FJ) ON PLANS-----------CMWD S4-------------------------S-- SEC110N 4216/4217 OF 7H£ GOVERNMENT COO£ REQUIRES A DIC ALERT IDEN11FICATION NUMBER BE ISSUED BEFORE A "?ERMIT TO EXCAVATE. WILL BE VALID. 1,656 9 54 54 LF EA EA EA EA EA LF LF LF EA 8" PVC SE'IER, CLAS.S N071:D ON PLANS-----------c/,/WD S4------------------------ SE'NER ACCESSHOLES-------------------------CMWD S1--------------------------0-FOi? YOUR DIG ALERT 1.0. NUMBER, CALL UNDEl?GROUND SERVICE ALERT: TOLL Fl<££ 1-800-422-41JJ; TWO WORK/NC OA YS BEFOl?E YOU DIG, OWNER/DEVELOPER NAME: BRESSI GARDENLANE, LLC., A DELAWARE LIMITED UABIU TY COMPANY. AS OWNER BY: LENNARILNR CAMINO PALOMAR, LLC., A DELAWARt LIM/71:D LIABILITY COMPANY LIABILITY COMPANY. 175 ADMINISTRA 71\/E MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPOl?A TION, ITS MANAGER ADDRESS: 5780 FLEET STREET SU/71: 320 CARLSBAD, CA. 92008 PHONE: (760) 918-7765 4 578 285 56 5 SE'IER LATERAL----------- WA T£R LA T£RAL---- -------CMWD S6, S7---------- ---CMWD 'NJ------------------------ /RR/GA 110N SERVICE -------------------------CMWD WJ------------------------ LOCAL DEPRESSION--------------------------CARLSBAD DS-1------------------- 18" RCP STORM DRAIN ----------------------------------------------------- 24" RCP STORM DRAIN----------------- JO" RCP STORM DRAIN------------------------------------------------------ TYPE '8' CURB INLET-----------------1<ffi SDRSD 0-2••--------------- ---<~ ---<® ---<(j) NOTE:. Tl-IE CONSTRUCTION OF UNDERGROUND FACILITIES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMIT1ED TO 7HE CITY ENGINEER FROM THE SOILS ENGINEER STA 11NG 17-IE SEffiEM&IJI..{ROM Rj)UGH GRADIN: IS COMPL£7r. BY: ~----iW#'.v, 4 EA -TYPE 'A' CLEANOUT--------------------------PER SDRSD D-9----------:_________ =--:as:S=-:= ** AS MODlflED BY THE CITY OF CARLSBAD NOTE: 11/E ABO\£ QUANTITIES ARE FOR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANTITIES. ITS: V, ,;J f,,..,r: <i~e=..-ru.4--__ BASIS OF BEARING THE BASIS OF BEARING FOR THIS SURVEY IS 11-1£ CALIFORNIA COOl?DINA TE SYSTEM, NAO BJ, ZONE 6 AND WAS ESTABLISHED BETWEEN STA 71011 NO. V-2002 PER R.O.S. 1402J AND STATION 1/0. SOGPS-41 ESTABLISHED BY Tl-IE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL BOOK, I.E., N88"54'05"W. CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD FIRE: DE:PARTME:NT REQUIREMENTS ):t e, ~ "AS BUILTn ?,--Z.c, •(> 1 DATE NO. OF F.H.(S)__Lf.FLOW 1500 G.P.M. OUT OF---".J.H.(S JI ,1,_/.f!,/'.'.i~~~~~:__:H,,:,.~~l•~t• ~~____:~~fD~,:;~rJ,~'J BLD S!'fNKLED _/'f.Q__ F.FLO'N. ISoo G.P.M. ~RC~E::....:4::Z:::q::::5:::/ =._.:_EX~P:.:_. :::0:::3=-==-0:::8::::.. ___ _. R~ R.MJ: ~DI.TE / '1EWED BY: DEPUTY c1TY ENGINEER -=E~~~-------..!f..:..J1.;,fA!!!.'L (51Jik;:.,;~~·~,Q~~~===diGP~=-O!loU<-<??) EXPIRATION: •J0-06 INSPECTD~ DJiTE Tl-/£ COMBINED SCALE FACTOR AT STA110N V-2002 IS 0.999944419. GRID ,-----'"--~--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_ -_ -_ -_ -_ -_ -_-_-_::;----ti DISTAi/Cf: = GROUND DISTANCE x COMBINED SCALE FACTOR. ALL MEASURED I SHE1ET I CITY OF CARLSBAD I SHE7ETS I DISTANCES SHOWN HEREON AR£ GROUND DISTANCES. 17-IE MAPPING ANGLE Z-12-(JJ POC AS· BUILT ENGINEERING DEPAR1MENT AT STA710N V-2002 IS -0"J2'51.881" l----+--+----------------+----1-----lf----+---I ~==~===============:'...::==:: QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY 0/? MAY NOT 8£ IN TERMS OF SAID SYSTEM. p.~~~~ f,19-235-6471 FAX 619-234-0349 PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 6 1----,1-----f--------------+---+---+----1---1 J~4if.~B;::;~ #i(;;,-os I t--=-:-:::---t-::-=::-:-:--t----------------+-=-:-==-+::-=---11-::-:-=---tc-:=--I ~::::=~::!'.'.'.:::::;--:::=:::'.:~~::::::=:-~=--=--=--=--:::.'.:'.:...:::.=--=--=--=--.::: DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:---,,.,.,,--1 PROJECT NO. DRAWING NO. REVISION DESCRIPTION CRHVWDKD BBYY:. M CT 02-14(1) 411 3 NGINEER Of WORK 01HER APPROVAL Cl1Y APPROVAL - .JN ?4[)7()8 i :042904 GENERAL NOTES 1. 7H/S PLAN SUPERSEDES ALL OTHER PLANS PREWOUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF 7111S PLAN DOES NOT LESSEN OR WAIVE ANY POR110N OF THE CARLSBAD MUNICIPAL CODE, RESOLU110N OR COND/110NAL APPROVAL, CITY STANDARDS OR OTHER ADDl110NAL DOCUMENTS LISTED HERON AS 711EY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS v.HEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT REUE:VE THE DEVELOPER OR ENGINEER-OF-WORK FROM Rt:SPONSIBIUTY FOR THE CORREC110N OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUC110N. ALL PLAN REVISIONS SHALL BE PROMP11. Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER IWLL BE REQUIRED FOR ANY WORK IN 711E PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER11FICA T£ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDl110NAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANCE COMPANY KB/UNG THE POLICY MUST HAVE A RATING Of 'A' AND A SIZE CAIFGORY OF CLASS V AS ESTABUSHED BY 'BESTS' KEY RA llNG GUIDE. 5. NO ltORK SHALL BE COMMENCED UN11L ALL PERMITS HAW:: BEEN OBTAINED FROM 711E CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY 8£ REQUIRED IF THE PROPOSED IMPROVEMENTS ARf NOT CONSTRUCTED PRIOR 7V THE DEADLINE OA TE OF THE IMPROVEMENT AGREEMENT. 7. NO RE\fS/ONS ll,ILL 8E MADE TO THESE PLANS mrnour l'H?!TTEN APPROVAL OF THE CITY ENGINEER, NOTED ll,ITHIN THE Rt:WSION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO 1111.E SHEET. 8. ORIGINAL DRAll,INGS SHALL BECOME THE PROPERTY OF TH[ CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA ll,ING SHALL 8£ REVISED TO REFLECT AS-BUil T COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANC[ OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIT£ AT ALL 11MES DURING CONSTRUC110N. 11. v.HERE TRENCHES ARE ll,ITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND, (CJ COMPAC110N CURW::S, SHALL 8E SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. 1HE SOILS R£PORT ll,ILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR 11,17H/N TWO WORKING DA )S OF COMPL£110N OF FIELD TESTS. THE WRITTEN FIELD COMPAC110N REPORl(S) SHALL 8£ IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COI.IPL£110N OF THE FIELD IFSTS. 12. A PRECQNSTRUCTION MEETING SHAU BE HEUJ AT THE SITE PRIOR TQ THE BEGINNING OF IIQRK AND SHALL BE ATTENDED BY ALL REPRESENTAYVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION, 7f:S11NG AND ALL OTHER ASPECTS OF THE ltf)RK. THE CONTRACTOR SHALL SCHEDULE THE MEE11NG 71-IROUGH THE PERMIT CLERK (760-602-2740) AT LEAST AW:: (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION APPROW::O DRAll,ING MUST BE AVAILABLE PRIOR TO SCHEDULING. IJ. AU INSPECTION REQUESJS OTHER 1/fAN FOR PRfCONSTRUCllQN MEEYNG IWLL BE MADE BY CALUNG THE 24:-HOUR ENGINEERING INSPECT/ON REQUEST UNE AT 1760)438 3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON JHE DAY BEFORE JHE INSPECTION IS NEEDED. INSPEC110NS ll,ILL Bf MADE THE NEXT WORK DAY UNLESS YOU REQUEST 01HERll,IS£ Rf QUESTS MADE AFTER 2: 00 P.M. ll,ILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER ANO/OR APPLICANT 71-IROUGH THE OEVtl.OPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING. AND SHALL Bf SOLEI. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND Rt:GULA TIONS. 15. SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOll,ING THE DESIGN OF SHORING, BRACING. SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORKER PROTEC110N FROM THE HAZARD OF CAWNG GROUND DURING THE EXCAVA 110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 110N THEREIN. 71-IIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIW:: FEET (5; OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA 110N. IF THE PLAN VARIES FROM THE SHORING SYS7f;M STANDARDS ESTABLISHED BY JHE CONSTRUC110N SAFf[Y ORDERS. nn E B CALIFORNIA ADMINISIRAYVE COD£ 1HE PLANS SHALL BE PREPARED BY A REGIS7ERED ENGINEER AT THE CONTRACTOR'S EXP£NS£ A COPY OF THE OSHA EXCA VA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA 110N. 16. IF ANY ARCHEOI. OGJCAL RESOURCES ARE DISCOVERED 1117HIN ANY !tt2RK Zf)Jj£_ DURING CONSTRIJC110N, OPERA T10NS K!LL CEASE {MMEDIA m )': AND THE PERM/TT££ ll,ILL NOTIFY 71-IE CITY ENGINEER. OPERATIONS WILL NOT RESTART UN11L THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERA 110NS CONDUCT£D ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA 110N OF TRUCKS, EARTH MOWNG EQUIPMENT, CONSTRUC110N EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETYrfEN 7: 00 A.I.I. AND SUNSET EACH DAY, MONO A Y THROUGH FRIDAY AND NO EARTH MOVING OR GRADING OPERA 1/0NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOA lS. ( A LIST OF CITY HOUDA )S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL Off-SITE HAUL ROUTl::S SHALL BE SUBMITTfD BY THE CQNIIIACTOR IQ 11IE CITY ENGINEER FOR APPROVAL 002 FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 11QN. 19. NO BLASTING SHALL 8E COMMENCED ll,ITHOUT A CITY ENGINEER APPROW::D BLAS11NG PROGRAM. 20. THE EXISTENCE ANO LOCA 110N OF U11UTY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUC110N PLANS WERf OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TT£NTION IS CALLED TO THE POSSIBLE EXIST£NCE OF OTHER U11LITY FACIL/11ES OR STRUCTURES NOT SHOWN OR IN LOCA T/ON DIFFERENT FROM THAT SHOWN IN THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROTECT THE U11L/11ES SHOWN ON THE PLANS AND ANY OTHER EXIS11NG FACIL/11ES OR STRUCTURES NOT SHOWN. 21 7HE CONTRACTOR SHALL W::RIFY THE LOCA110N OF ALL EXIS11NG FACIL/1/ES (ABDW::GROUND AND UNDERGROUND} 11,171//N THE PROJECT SIT£ sumCIEN11. Y AHEAD OF THE CONSTRUC110N TO PERMIT 71-1£ REVISIONS OF THE CONSTRUC110N PLANS IF IT IS FOUND THAT THE LOCA 110NS ARE IN CONFLICT ll,ITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL N011FY AFFECTED U11LITY COMPANIES (SEE 8fLOW} AT LEAST 1WD FULL WORKING DAYS PRIOR TO STAR11NG CONSTRUC110N NEAR 71-IEIR FACIL/11ES AND SHALL COOROINA TE WORK ll,ITH A COMPANY REPRESENTA TIW::. UNDERGROUND SERVICE ALERT SDG&E SBC ADELPHIA CABLEVISION COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) • CITY OF CARLSBAD (SEll,l;R, WA T£R &-RECLAIMED WATER) • SAN DIEGUITO WATER DISTRICT • LEUCADIA WAST£WA TER DISTRICT • VALLEC/TOS WATER DISTRICT • OUW::NHAIN WA T£R DISTRICT • BUENA SAN/TA 110N DISTRICT • AS APPROPRIATE T: \Fngr\)407\PA6\Jmp\J407.6impC2.dwg 02/!C/2004 03:3£:50 PM PST (800} 422-4133 (800) 660-734.J (800) 892-0123 (760) 438-7741 (760) 806-9809 (760} 434-2980 (750} 438-2722 (760} 633-2650 (760) 753-0155 (760) 744--0460 (760) 753-6466 (750} 726-1340 S. D. G. & E. NOTES 1. THE EXCAVATOR SHALL CAREFULLY HAND DIG ll,ITHIN 2-FEET OF THE NATURAL GAS TRANSMISSION UNE. 2. NO POWER OPERA TEO EQUIPMENT SHALL BE ALLOll,l;O 1/,171-//N 2-FEET OF ANY POR110N OF THE NATURAL GAS TRANSMISSION UN£. 3. IF ANY CONTACT OF THE PIPE IS MADE, EVEN IF THERE IS NO WSIBLE DAMAGE, THE CONTACT AREA MUST BE IMMEDIATELY INSPECTED BY AN SDG&E 11,1:WING INSPECTOR. THIS MAY SIGNIACAN11. Y DfLAY YOUR JOB IF SHORING OR OTHER SAFETY PRECAU110NS ARE NEEDED TO ALLOW THE INSPECTION. 4. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800} 227-2600. STREET NOTES 1. AC1UAL STRUCTURAL SECTIONS ll,ILL BE DETERMINED AFT£R •R• VALUE TESTS HAW:: BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN 71-1£ FIELD OF APPLIED SOIL MECHANICS; ON 71-IE PREPARED BASEMENT SOIL THE 'R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SEC110N MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL, A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL 8E INSTALLED AS SHOWN ON THESE PLANS. UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HANDHOLDS SHALL BE SHOWN ON 71-1£ "AS-BU/Li PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA 110NS ll,ILL BE ALLOll,l;D. ALL LUMINARIES SHALL BE ·cuTOFF" TYP£ J. ALL UNDERGROUND U11L/11ES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUC110N OF cuRes. CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRfTE PIPE ll,ITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAINS, PIPE UP TO 15' PVC MAY BE U11LIZED PROV/OED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 11,!TH 3/4' ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR 35 SOLID WALL PIP£ 5. 'MIER[ AN EXJSnNG PIPE LINE IS TO 8E ABANDONED IT SHALL BE REMOVED ll,ITII/N T'M:NTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN 071-IER AREAS 71-IE PIPE WILL BE PLUGGED WITH CONCRETE: OR REMOVED AS APPROW::D BY THE CITY ENGINEER. 6. v.HEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF 1771.E 24. CALIFORNIA AOMINISTRA TIW:: CODE. 7. STREET TREES SHALL BE INSTALLED PER SEC110N IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. ARE HYDRANT MARKERS SHALL BE PLACED IN THE STREET ll,ITH/N THE LIMITS OF WORK OF THIS PLAN PER SDRS OWG Ml9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED B,t0T!j!,$5SIWORONALK SHLAANl,J; BE RE-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE rn , c v SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING ANO PAVEMENT MARKINGS SHALL CONFORM TO 71-IE LAIFST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIACA110NS (JULY 1999 OR LAT£ST VERSION THEREOF), Tl/ESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA 11VE, PRIOR TO INSTALLA 110N. 4. ANY DEV/AT/ON FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROW::D BY THE ENGINEER OF WORK ANO PUBLIC WORKS DIRt:CTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIW:: PER CAL TRANS SPEC/FICA 110NS. STRIPING SHALL 8E REPAINTED TWO WEEKS AFTER IN/11AL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLEC11VE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENT, ALL STREET STRIPING ANO MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUC110N PROJECT WILL BE RESTORED TO A "l/K[ NfW" CON0/110N, IN A MANNER MEE11NG TIIE APPROVAL OF 71/E CITY INSPECTOR. 7. EXACT LOCA110N OF STRIPING AND STOP LIi.i/TS SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS RfPRESENTAnVE PRIOR TO INATALLA 110N. 8. CONTRACTOR SHALL REI.IOW:: ALL CONFLIC11NG PAINTED UNES, MARKINGS AND PA W::MENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMP11. Y REMOVED BY TIIE THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA IFST VERSION OF 71-1£ CAL TRANS METRIC STENCILS. 10. LIMIT UNES ANO CROSSWALKS SHALL 8£ AELD LOCATED. CROSSWAlKS SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERll,ISE SPECIFIED. 1 /. ALL CROSSWALKS, LIMIT LINES. STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL 8[ THERMOPLAS11C UNLESS OTHERll,ISE SPECIFIED. 12. ARE HYDRANT PAVEMENT MARKERS SHALL CONFORM THE LATEST CALTRANS TRAmc MANUAL ANO SAN DIEGO REGIONAL STANDARD DRAll,ING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL 8E PAINTED fill.OW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHO"M-1 IN THE CALTRANS TRAmc MANUAL UNLESS OTHERll,ISE SPECIFIED. 15. SIGN POST SHALL BE SQUARE PERFORATED ST£1'1. TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA WING 1.1-45. 16. 11,1-/EN A SIGN IS A TTACHEO TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNllNG BRACKET ll,llH STRAPS. 17. EXIS11NG SIGNS REMOVED BY THE CONTRACTOR SHALL BE OELIVEREO BY 71-IE CONTRACTOR ro THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESF: PLANS SHALL 8E NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIACALL Y SHOWN AS EXIS11NG TO RELOCA TEO OR TO REMAIN. CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE ll,ITH THE "CARLSBAD RULES &-REGULA 110NS FOR THE CONSTRUC110N OF POTABLE WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT,• OCTOBER ig93 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA 110N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA N011ACA 1/0N BEFORE ANY EXCA VA 110N AND SHALL ADHERE TO ALL PROVISIONS OF THE STAT£ CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXIS11NG C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD DEPUTY ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEE11NG SHALL BE HELD A 1.1/NIMUM ON SEW::N (7) DA )S BEFORE CONSTRIJC110N BEGINS. CONTACT 71/E CITY OF CARLSBAD ENGINEERING INSPEC110N DEPARTMENT-TELEPHONE NO. (760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL N011FY THE CITY. OF CARLSBAD ENGINEERING INSPEC110N DEPARTMENT 48 HOURS PRIOR TO STAR11NG WORK SO THAT INSPEC11DN MAY BE PROV/OED-TELEPHONE NO. (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WA T£R LINE EASEMENT. ALL EXIS11NG TREES AND SlffUCTURES SHALL 8£ REMOVED PRIOR TO COMMENCEMENT OF WORK:...ANY EXCEP110NS SHALL REQUIRE Wi<ITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTEC110N. IF DEVtl.OPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEI.IONSTRA T£S 71/A T PROTEC110N CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER ll,llL CONSIDER AND AL TERNA TE FORM OF PROTEC110N. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE ARE UNE LOCATED BETWEEN THE DETECTOR CHECK VAL W:: AND BU/WING SHALL 8£ DETECTOR CHECJ( VAL W:: AND BU/WING SHALL BE DETERMINED BY 71/E CITY OF CARLSBAD ARE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE ll,IT/i 71-IE •cARLSBAO RECLAMA 110N RULES AND REGULA 110N FOR THE CONSTRUC110N OF RECLAIMED WA TFR MAINS-CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 1993 OR AS AMENDED. 10. ALL METER BOXES SHALL BE 17"x3o•x12• POLYMER CONCRETE, ARMORCAST OR EQUAL. 11. ALL POTABLE WAT£R SERVICES SHALL 8£ 1• ANO ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERll,ISE NOTED ON PLANS). 12. MINIMUM SPACING BET'M:EN POTABLE WA T£R LATERALS AND SEl',ffi SERVICES SHALL Bf 5 FEET. 13. THE TOP OF THE WATER BOXES !:!HALL BE FLUSH ll,ITH 71-IE FINISHED SRF ACE GRADE. SEWER NOTES 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 1/,171-/ THE "CARLSBAD MUNICIPAL WAID? DISTR1crs SEVIER SYST£M -DESIGN CRITERIA, STANDARD DRAll,INGS ANO SPECIFICATIONS". LATEST ED/110N. AND TH£ STANDARD SPECIF/CA 1/0NS FOR PUBLIC WORKS CONSTRUC110N, LA TEST EDl110N (GREEN BOOK). 2. Tl/£ CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 110N ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. 3. BEFORE ANY CONNEC110N TO THE D!SlR/Crs EXIS11NG SlSTEM, A PERMIT SHALL 8E OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROW::O BY THE CITY OF CARLSBAD DEPUTY CITY ENGINEER ANO DISTRICT SUPERINTENDENT. 4. 8EFORE CONSTRUC110N BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENGINEERING INSPEC110N 48 HOURS PRIOR TO BEGINNING CONS7RUC110N (TELEPHONE: [760} 438-3891.} SPECIAL NOTES THE FOLLOWING NOTES ARE PROV/OED TO GIW:: DIREC110NS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNA TURf ON THESE PLANS DOES NOT CONS11TUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY ll,ILL NOT 8E RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE LOCAnON OF EXISTING UTILITIES ARE BASE ON AVAILABLE RECORD INFORMA110N. CONTRACTOR SHALL VERIFY THE LOCA110N ANO ELEVATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) ll,ITH/N THE PROJECT SIT£. THIS WORK SHALL BE PERFORMED SUfflCIEN7l. Y HEAD OF CONSTRUCTION TO PERMIT CITY APPROW::D REVISIONS TO THE CONSTRUC110N PLANS IF ACTUAL LOCA 110NS ARE FOUND TO BE IN CONFUCT ll,ITH THE PROPOSED WORK. CONTRACTOR SHALL N011FY ENGINEER OF WORK OF ANY CONFLICTS OR ANY 071-IER UllL/11ES ENCOUNT£REO PRIOR TO PROCEEDING ll,ITH CONSTRUCTION. 2. A TTEN110N IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER U11LITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA 110N DIFFERENT FROM THAT SHOWN ON THE PLANS. CONTRACTOR SHALL TAKE PRECAU110NARY MEASURES TO PROTECT THE U11LITY UNES, FACILITIES, OR STRUCTURES, SHOWN AND ANY OTHER UNES, FACILITIES, OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR 01HER EXISTING SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. 3. SAFETY PRECAU110NS AND ADEQIJA TE BARRICADING TO 8£ IN FORCE BY THE CONTRACTOR AT ALL 7/MES. NEITHER THE OWNER NOR THE ENGINEER OF WORK ll,ILL ENFORCE SAFETY MEASURES OR Rt:GULA TIONS THE O'MIER AND/OR APPLICANT THROUGH THE DEW::LOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS. 4. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. 5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE ll,ITH ALL CURRENT LOCAL. STA TE AND FEDERAL REGULA 110NS. 5. THE WORK TO BE DONE SEC110N ON 71/IS SHEET LISTS THE STANDARD SPEC/FICA 1/0NS AND ORA 11,!NGS USED OUR/NG 71-IE IMPROW::MENT PLAN/GRADING PLAN DESIGN. THESE PLANS HAW:: BEEN PREPARED IN ACCORDANCE ll,ITH 71-1£ CURRENT EDITIONS OF THE STANDARD SPEC/FICA 110NS AND ORA 11,!NGS IN EFFECT ON THE DA TE OF THE SIGNA TUR[ BY THE ENGINEER OF WORK. A i.' --! !, • ,~It""", J SIRE.EI LIGHT NOTES: "lliiNS 1s. t,(,V. .sr,,e,u..1.U:tD, ;J<'N -.. ' .·. Y~N'~l'l"L,EO ~ ~Yllt.J,,/1n-l lit'tAss lo/N✓lk ... , IWD t,ViQ.>/At.. 7'/FS or / \. ~eN71!;tj /f.lli~Taf.., ey;;-te,M. / ( • ACORN HOLDER IS DECORATIW:: CAST .,,_.,\ ALUMINUM, AND HOUSES 71/E BALLAST AND ~ BUTTON PHOTOCELL. Fl• "' 100W HPS I.I. TAP. • DCB-10 BASE COVER IS TWO PIECE. 'CLAM SHELL• STYLE, CAST ALUMINUM. • POLYESTER POWl)ER COAT PAINT FINISH. • GALVANIZED STEEL ANCHOR BOLTS. Q...._____ 16 FLAT FLUTES POL£ S£C110N JJl I r 7 71tO PIECE OECORA Tl\.£ BASE COIO DETAIL I SINGLE ACOAN STREET LIGHT NOT TO SCALE I A I I ,I ' ' I DOV8LE ACORN :>IRE.El I..IGHT NOTES: r,,. iJ!l,k {S U//STN!,tl.J~MJt./.-~'4!fJt!? ..rTtf"l"t.EI> ~ Alll'l!.ft:..Wt'l'H ~ r,;./11rt.. !,I-It:> jf/ftf:RJJ.•d. 7)1/>e III \_ ~nu::, ,if!.15~-<S-/S.7GiM. I/ • A1:Xi?N HOWER IS DECORA 11VE CAST ALUMINUM, AND HOUSES THE BALLAST ANO BUTTON PHOTOCELL • DCPA-OJ-D2 MOUNTING ARM IS DECORA nW:: CAST ALUMINUM. \ • FIX1URE IS 100W HPS M. TAP. / ,f. Fti.a-IS 7~E-,5"/Mi:.IIJl)J,/o,J-~?.. nu-nJ08rl.!APf1/Jt,JM · ;,.i1n! /6.G,2 "~11-11:. \. /!Mr Ai,.(#tl/t«r'I.ME MWi,4, 111 IJlo '"'l!fU'/ /,JliUJSD ?t> • ~ • DCB-10 BASE COW::R PIECE, 'CLAM SHELL. smE, CAST ALUMINUM. • POL YEST£R POWDER COAT PAINT FINISH. • GAL VAN/ZED STEEL ANCHOR 80/.. TS. Q----._ 16 FLAT FLUTES POI.£ SECTION 0 TIIO PlfCE DE:CORA Tl\.£ BASE COIO OfTA!L "AS BUil T" ~-...... , / DOUBLE ACORN STREET LIGHT NOT TO SCALE 7 /:$,e,b.::.1\ PR.o.mcrDFSIGN CoNSULTANTS PlANNiNO • ~ • .lll«llNl!BIHJ • Stl.RVBY/0:l'S 70JBStreet,Suite800, SanDiego,CA 92101 619-235-6471 FAX 6!9-234-0349 EXP. O:J • 31·08 h~--=-=c.f--:.~=-+-=•·-u._. ___ ·_-_-__ ~ __ --l---+--+!_.-1-'A_l'-'--1I SH2EET I CITY OF CARLSBAD ISHE7ETSI t-lZ· 07 P/JC AS-BUil T ~:::::::::'...:::==E:::N=G=IN=E:::E:::R:::IN=G=D=E=P:::A=RT=M=E=N=T=='.....'::==~ PLANS FOR THE IMPROVEMENT OF: BRESSI RANCH PLANNING AREA 6 l---l---+----------------J--+---+----J---1 I Ao/°1~ LLOYD B. HUBB!i 1f _EN-G-1N-E£~R-O-F-WORK-~~--~~==~~==~~~~=,...., .~~ ~{JiT.EER GREGORY M. SHIELDS. R.C.E, 42951 DA1'E REG!SlRATION DESIGNED PM SURVEY EXPIRES 12-31-05 I 1"'hW,, EXPIRES 03-31-04 6Y: REVIEW: REVIEW: 2.-12 •Q "f ~ ~ DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E !Nill AL 011-IER APPROVAL CITY APPROVAL DWN BY: .., PROJECT NO. ~~ ~{;-f"f'"A"'t:;,,-1 CT 02-14(1' DRAWING NO. 411-3 JN. ?407.05 042904 R/W 60' R/W 0.5' A STRIP 4• NON-CON11GIJOUS P.C.C. SIDEWALK 6" TYPE "G• CURB &, GUTTER (TYP.) 13' 5' 7.5 JO' ARKIN 17' 10' TRAVEL JO' 17' tJ' 10· z• TRA~ fARK-,+++'"-1 STRUCTURAL S£C110N STREET UGHT AS SHO'fn,/ ON PLANS (TYP.) I TO BE DETERMINED BY SOILS ENGINEER (MIN. S£C110N 4• AC OVER 5• AB) S£E STREET N07t NO.( ;..----'-~ I/ 5• TYP. . UNDERCUT PER SOILS ENGINEER'S ' RECOMMENDA 110N 10' 7' 7' 10' STORM S£WER WA 1ER DRAIN (C-900) PUBLIC PROPOSED STREET AL VERTON DRIVE, DISCOVERY ROAD, TOPIARY STREET. R=5' INGiETON A VENUE TYPICAL S£C110N, NO SCALE MINIMUM TRAFFIC INDEX = 6.0 DRIVEWAY CURB OPENING A 7 I ,-CURB ANO GUTTER "--R=5' (TYP) CURB TRANS/110N ,l <J, '1 SIDEWALK 4 ~, <1 6 RIGHT-OF-WAY DETAIL: DRNEWA Y OPENING NO SCALE 0.5' RIGHT-OF-WAY~ CURB TRANS/llON FLOWI..INE SIDEWALK 2.00% DETAIL "A" SECTION A-A R/W 13' 0.5' ACCESS STRIP • VARIES PER PLAN ANO DRIVEWAY LOCA 710N, DETAIL: REDUCED STREET WIDTH SCALE: 1 =20' PER SDRSD G-27 CURB { r; .. ----::-:,;;:;:;;::t=:..::::==-::.· ~~~3-0· __ R=5' \<. -4~~:--:--.~--'·~ :"-· •:• ..... :: ,, r,,,;M"o ~ • .,.. • L.-.-0.-• I / . / .... I I I R-I -~· -. " . I I . ·-. ; ' I I 7. DETAIL: CURB RAMP SCALE: 1=20' 60' JO' JO' 17' 17' /J' 7~ O' ARKIN TRAVEL 10· 7' .5 5' -~"'-c---+--=m-A VEC /fARKIN I STRUCTURAL SECllON I I FIRE HYDRANT AS SHOWN ON PLANS (TYP.) I TO BE DETERMINED 5 'I BY SOILS ENGINEER +·1cV (MIN. SECTION 4" AC OVER 6" AB) SEE STREET NOTE NO. 1 2% R/W _0.5' ACCESS STRIP ,--STREET LJGHT AS SHOWN ON PLANS (TYP.) _,,....--FIRE HYDRANT AS SHOWN ON PLANS (TYP.) LOT I.£ AT DROP TO. 1 LENGTH I.E. AT SLOPE TOP CURB DEPTH S£WER TOP OF WA1El? REMARKS -- NUMBER MAIN MAIN IN FEET P.L (%1 ELEY. BELOW T.C. STA110N CURB STA110N --------------------- ID/ (T.C.) AT P.L AT WA1El? -' AL VER TON DRIVE, DISCOVERY ROAD, TOPIARY STREET 1 312.27 1.20 JO.GO 319.42 21.25 325.42 6.00 2+00.00 325.78 2+10.00 2 313.77 1.20 JO.GO 321.07 21.79 327.57 6.50 2+74.92 327.72 2+84.92 --- 3 315.39 1.20 JO.GO 322.31 20.43 328.81 6.50 3+56.79 329.23 3+83.99 ---- --- 4 316.48 1.20 JO.DO 323.76 21.71 329.76 6.00 4+18.92 329.91 4+28.92 5 318.JB 1.20 JO.DO 324.BJ 18.25 JJ0.83 6.00 5+00.75 331.13 5+26.19 ~-----·-··-----.. ,,, ., ''' 6 318.61 1.20 JO.GO 325.56 20.54 331.56 5.00 5+61.09 JJl.68 5+71.05 -- 7 319.24 1.20 35.20 326.75 19.01 331.75 5.00 5+92.49 332.02 5+97.97 ---------· /j 319.53 1.20 '12.16 327.04 15.71 332.04 5.00 6+11.40 JJ2.J2 6+16.89 ------- 9 320.64 1.20 30.00 327.55 20.39 332.55 5.00 6+45.46 332.65 6+53.00 ------------- 10 ' 324.29 1.20 JO.OD 329.41 14.DO 334.41 5.DO 7+17.31 334.83 7+27.31 ------- 11 328.09 1.20 JO.DO 333.36 14.54 338.36 5.DO 7+93.34 338.92 8+03.34 ----------- 12 331.54 1.20 JO.DO 337.16 15.79 342.16 5.00 8+62.JB 342.7' 8+72.JB ------ 13 335.20 1.20 30.00 341.18 17.07 346.18 5.00 9+35.41 346.73 9+45.41 ---------- 14 339.07 1.20 30.00 345.37 18.21 350.37 5.00 10+11.44 350.92 10+21.44 ----------------- - --- 15 343.06 1.20 JO.GO 349.08 17.21 354.08 5.00 10+78.98 354.63 10+88.98 16 347.16 1.20 30.00 352.47 14.69 357.47 5.DO 11+50.82 357.78 11+60.82 --- 17 350.79 1.20 JO.DO 353.76 6.32 358.76 5.00 12+14.50 358.94 12+30.01 ---------- 18 352.20 1.20 41.78 J59.J2 2.31 359.32 5.DO 12+65.90 359.07 12+54.72 --------- 19 352.17 1.20 30.00 359.57 4.29 359.57 5.00 12+89.52 359.67 12+95.24 --.,,, __ ---··--- 20 351.46 1.20 J0.00 355.24 9.21 360.24 5.00 13+46.71 360.20 13+36.71 21 350.64 1.20 30.00 354.67 10.11 359.67 5.00 14+21.38 359.77 14+11.JB ' -·----·- 22 349.78 1.20 30.00 353.89 10.39 358.89 5.DO 15+00.00 359.06 14+82.15 ------- 23 349.11 1.20 30.00 353.26 10.54 358.26 5.00 15+60.41 358.38 15+50.41 ------------"~-- 24 347.43 1.20 JO.DO 352.53 13.93 357.53 5.00 16+35.JJ 357.63 16+25.JJ -25 345.37 1.20 30.00 351.90 19.04 356.90 5.00 16+98.98 357.18 16+70.68 --------------- 26 348.50 1.20 30.00 353.14 12.29 358.14 5.00 11+74.44 358.74 12+01.03 ----- 27 345.94 1.20 JO.OD 351.66 16.14 356.66 5.DO 11+29.41 357.06 11+39.41 ' -- 28 342.18 1.20 30.00 348.22 17.28 353.22 5.00 10+63.52 353.77 10+73.52 ----------- 29 JJB.68 1.20 30.00 344.85 17.75 349.85 5.00 10+02.08 350.40 10+12.08 ---------------- JO 335.18 1.20 JO.DO 341.01 16.53 346.01 5.00 9+32.41 348.39 9+75.56 ---------------------- JI 332.92 1.20 30.00 338.32 15.DO 343.32 5.00 8+83.43 344.69 9+08.43 -- 32 329.81 1.20 JO.DO 334.60 12.82 339.60 5.DO 8+15.92 341.08 8+42.92 JJ 326.25 1.20 ' - JO.OD JJ0.87 12.21 335.87 5.00 7+38.61 335.89 7+48.61 --··-·-···· ------- 34 323.14 1.20 JO.DO 327.98 13.00 332.98 5.00 6+71.23 JJJ.21 6+81.23 -------------------INGLETON A VENUE ----------------------- 35 319.63 1.20 JO.OD 325.57 16.93 JJ0.57 5.00 1+67.37 331.32 1+92.10 - --- 36 322.73 1.20 30.00 327.44 12.54 332.44 5.00 2+18.29 332.94 2+28.29 ... ---------.,,,, -------------·----- 37 326.44 1.20 JO.OD 330.46 10.07 335.46 5.00 2+79.35 335.96 2+89.35 ------------- 38 330.16 1.20 JO.OD JJJ.48 7.57 338.48 5.00 3+40.29 JJB.98 3+50.29 39 333.34 1.20 30.00 336.07 5.46 341.07 5.00 3+92.50 342.00 4+11.37 ---- 40 336.77 1.20 30.00 339.52 5.54 344.52 5.00 4+62.29 345.02 4+72.29 -----. - 41 339.76, 1.20 JO.DO. 342.54 5.64 347.54 5.00 5+23.37 348.04 5+33.37 -------·-----'' ---···-------- 42 342.75 1.20 30.00 345.56 5.75 350.56 5.DO 5+84.35 351.06 5+94.35 -·--------------------------- 43 345.74 1.20 30.00 348.58 5.86 353.58 5.00 6+45.37 354.08 6+55.37 ------------ - ----------- 44 347.83 1.20 JO.OD 350.79 6.29 355.79 5.00 6+88.10 357.46 7+24.00 45 347.93 1.20 JO.DO 350.93 6.43 355.93 5.00 6+90.10 357.10 7+14.73 ' 46 345.59 1.20 JO.OD 348.44 5.89 353.44 5.00 6+42.37 353.93 6+52.37 --.,.--- 47 342.60 1.20 JO.OD 345.42 5.79 350.42 5.00 5+81.35 350.91 5+91.35 1-------·--· ---- 48 339.62 1.20 JO.DO 342.40 5.64 347.40 5.00 5+20.37 347.89 5+30.37 - - 49 336.62 1.20 30.00 3J9.J7 5.54 344.37 5.00 4+59.29 344.87 4+69.29 50 333.15 1.20 JO.OD 335.92 5.61 340.92 5.00 3+89.50 341.85 4+08.37 - 51 329.97 1.20 JO.DO 333.JJ 7.71 338.33 5.00 3+37.29 338.83 3+47.29 - 52 326.26 1.20 30.00 330.31 10.18 335.31 5.DO 2+76.35 335.81 2+86.35 ------- 53 322.54 1.20 JO.DO 327.30 12.71 332.30 5.00 2+15.29 JJ2.79 2+25.29 '' 54 319.12 1.20 30.00 325.28 17.71 330.28 5.00 1+59.15 330.62 1+69.15 NOTE: FDR SEWER AND WA 1El? LA 1ERALS ON L07S 55-63, SEE DWG NO. 400-8. NO SCALE 4• NON-CON71GUOUS P. C. C. SIDEWALK '/: / "AS BUILT" -------i--, I I 7.60% -----I , I I \ Ll FLOWI..INE DETAIL "A" NO SCALE T: \Erigr\2407\PAG\tmp\J4C7.6iinp0J'.dwg Di/2J/~i004-08:09:24 ;JM PSr 6" TYPE •c• CURB_/ & GUTTER (TYP.) 10· STORM DRAIN SEWER (C-900) 7' ' ' 10' WATER UNDERCUT PER SOILS ENGINEER'S RECOMMENDATION PUBLIC PROPOSED STREET TOWN GARDEN ROAD -STA 19+50 TO 34+30 PER DWG. NO. 400-8 No. 42951 fli Exp. 03-31-04) iJJ ' '1/, \\_ ~..,./_ I~ TYPICAL SEC770N NO SCALE p~~~~ 619-235-6471 FAX Gl9-234-0J4Q ENGINEER OF WORK GREGORY M. SHIELDS. R.C.E. 42951 DATE REGISTRAlJON DESroNED PM EXPIRES OJ-31-04 BY: REV!Evt SIJR>tY RE'<1EW, Z·/2-07 POC A-S·BUIL.T 1--t--1-------------il---il---il---i--1lsH3~Tl. __ c_1TY __ o_F ___ c~A-R_Ls_s_A_o_~lsHE7E~I _ ENGINEERING DEPARTMENT 1----+--+----------------+--.+----1..,__---+----1 PLANS F'OR lHE IMPROVEMENTS OF': DA TE INITIAL DA TE IN!llAL DA TE IN!llAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL BRESSI RANCH PLANNING AREA 6 EXPIRES 12-31-05 s1/~& PROJECT NO. DRAWING NO. T02-141 411-3 cl.N. 240/.06 C == G') .a:. _.., _.., I (,) ' ' ,~ . ·i -Ji?"Rdr,,... ""4· .. ' , .... ~L.:L: / --+ · uJ· @A.6: 10 ... . %Pf/f t .. . . ·•·3··'·1 ,7···5;5 :, ~ ;;: i. !. .... /110 .... , ' • a •.....• , .•.... ; ....•.. ; ....... ; ...... , ......... ; ....... • • r .• ; :UNl JSHb~o~e··ri1P·bF•kst:tt:vJ,J,t 1 ...... , · ...... ot.~NJERLJti!£ .. BflOM, ... st,A ~+.oq,92: .. ro\.sr~ .. s+zt.05.;.~--1- t; LS. CENTERL!Nt Ei£VA 170N PlUSi 0.06' . . -, ,.. . '" • -' . i ,...; ..... \, .. _,_; __ _ l : i ; ; i ' . :__, -1 -·"---:--"·····-'······'·····•·± . ., ... , .. ,., .. ,,. ·.")i,:. : il: .. f ;! . ~. ~ ... ~ i 'r···· .. ~· .. ··i 1 · ~i.'Pi"' ,., · · • • _, .·· ;ii -!~!ic:c; ... !;;-·,..,..··-··••·'!<1··· .... ,..··'1-···;-·-rr it!it§;~ '.~ .. ~!.§ .. ' ·····;;,il! ·~-1 ~i7~~.!~~ ·•·+··········· '<Jill~ _...;. ~ r.,,2 ±i~"'1 . .; . ., ... ' j .. J Q?AOE ~CENtRL#;IE II 1u : PER [DIV<; NO. 4f)0~8A · , I~ . " !<J ···· r .··. · l +~ · <)jq! ·""•"<l·. J-:. ; ,..:• i ~[~ , 0 µ; TERpN£ ; ~ ~ i : : r:"~,.·~~~J~ ~J]·r··~ ~ t1: .... ,~: ..J ~; •. "< · ·1 ·.~.··· r ·r··, · ... L.~ t-~--~: ·"-~ ~-C:: ... ---. .,,._., .; ... .J .. ., ..... { -····· l ;f i ""> ' • .r ~\"'•_ ·'s::~;il;~. __,......,.--c--,--tT-f--t-i--11--:-~' w.,-aao-- 8" PVC 321.41 7P . ~gi~ .. ~. ' u ">f ·•elf· io . "<-~-~---r ---.o-., f, i.i;;.,: ! ··•i WA 7E 17GHT i)(JIN TS ~fl·~l 1~J1la··. t. i~lti! -=1· . ····· IE IN ' · · ·-•......+~ .. '... • .l.-.;...-~?' ;RE.MO"! ALl!q AND QONNE.Q! TO 8"i SCA E: : --'.--'._c.--'...C.--'--'--'~LL--'---'--'--'-~~-!S_WR.L. _fflR_, _.,,w;;._i_No~1_40_o_-~$---'~-~· -~~~-~-~--~~-~L.J_ 1+00 2+00 CENTER LINE DA TA NO. DELTA OR BRG. RADIUS(ft LENGTH(ft) RE/.IARKS , Noo13·01-w -----411.00 CL AL VERTON DRIVE 2 9000•00· 50.00 78.54 CL DISCOVERY ROAD ..•. _. I I I I I 155 I I I It:; 6:1 I "'l;lE ½16:1 :"~-.,,_ ~1 .... 1 "'I I o; A, -,-!r.., J, ~I .,,.1 I .,,I~ "~ :;;C <el Kl ;t1 .;!: r ;!:I~ SCALE: 1• = 40' ...._z --- 0 20 40 80 is tti ..., ;t; 3tOO 4+00 5+00 6+o0 SEWER DATA WATER DATA NO. DEL TA OR BRG. RAOIUS{ft LENGTH(ft) REMARKS NO . DELTA OR BRG. RAD/US(ft LENGTH(ft) REMARKS 1 2 Q) 4 120 N001J'01"W -----228.49 8" PVC C-900 N001J'o1·w 224.SJ • ----- N43'!55'19"E 36.06 . ----- N89'46'59"£ -----18.90 8" PVC C-900 . i'; N0013'01"W -----223.99 2 NOOiJ'01"W -----229.12 :a, N43'!55'19"E -----41.64 r4; N89'46'59"E -----14.00 • PRESSURE ZONE 550 . ' ·-.-.. ~ R/W I I I I I 341 I I I I I hi ,_I <>::I <>::I i-.1 bi --~II J,1 "1 ~I "'I '.;:I ;J;i I,{)[ 8" PVC CLASS 150 • -. •• 8" PVC CLASS 150 • FOR ORIVE:WA Y OPENING DETAIL SEE SHEET J PLAN: ALVERTON DRNE SCALE: 1 • = 40' BENCHMARK DESCRIP710N: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENm?LINE OF EL CAMINO REAL. LOCA 1/0N: COUNIY OF SAN DIEGO BENCHMARK DES/GNA 7/0N NO. R1800 288+89 EC ELEVA 7/0N: 311.407 M.S;L. DA TIJM: _ __cN=.G=. V.=.D=·~2=9 ___ _ PROJF.CTDFSIGN CoNSULTAN'IS PIANNN1 • llNlllllONM1!N' • l!Nr:INl!l!IIIN • SlllMWIGPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234•0349 OOEGalY M. SHIELDS, R.CL 42951 DA lE REGSlRA TION DESIGNED PM 9A EXPIRES 03-31-o+ BY, """"" ~ --z..~1 O · o '"f . SUR-.t'/ """"' - . 1~-.. , .. ·~ r~ ...... '. 11."' ·. ........ ' ::e· ..... ' . i ~il!•·~·· ' :~ . . ;. ' . ' 830- , 0 ' "RCP0<1J.25, LF: o ta. 0% 'Q.., = 6.16 cfli 320-- :v,.. = $.20 li>li . WA TER.17Gl!T JOIH,TS ' i ' DRAIN lPRORI..E: • . STA!4 8().00 i ;SCALE: ! HORIZ,, '.1" 40" 1'tRT. •1•d4' ~-,. "". "" ... c" -,; ' -------------------,--.. ,-.. CURB DATA NO. OEL TA OR BRG. RADIUS(ft LENGTH(ft} REMARKS 1 84'22'44" 43.00 63.JJ 6" TYPE 'G' C&:G N02'J6'JB"E 15.46 • 2 ----- J NJ01J01"W 16.33 • ----- 4 N0013'01"W 84.00 • ----- 5 Noo13•01·w 42.87 • ----- 6 Noo13•01·w 43.13 • ----- 7 N0073'01"W 45.84 • ----- 8 Noo13•01·w 45.JJ • ----- 9 18'23'01• Jl.00 11.87 • 10 9'!53'19" 37.00 6.39 • 11 N89'46.59"£ 32.43 • ----- 12 70'31'44" 60.00 73.86 . 1J N0073'01"W -----13.61 - 14 N301J'01"W 14.00 • ----- N0073'01"W 64.04 • 15 ----- 16 N29'46'59"E 13.73 • ----- N03'04 '46 "W 34.71 • 1 ----- 18 8476'31' 43.00 63.25 - 19 84i6'3t· 43.00 63.25 • N02'J8'43"E JJ.34 • '" ----- ~ N301J'01"W 13.60 • ----- N007J'01"W 85.26 . ----- N29'46'59"£ 13.53 • ----- 24 N03'02'41"W 15.47 • ----- 25 84'22'44" 43.00 63.JJ 6" TYPE 'G' C&G STORM DRAIN DA TA NO. DELTA OR BRG. RADIUS{ft LENGTH(ft) REMARKS , N007J'or·w -----56.40 JO" RCP 1350-0 2 N001J'01"W -----284.50 J N0073'01 "W -----97.00 24" RCP 1350-0 18" RCP 1350-D • 4 9000•00· 45.oo 70.69 • •• 5 N89'46'59"E -----12.00 • s N89'46'59"E -----22.25 . , 7 N89'46'59"E -----8.25 • • s N89'46'59"E -----22.25 18" RCP 11350-D • • WA m? 1/GHT JOINTS ,. 8' LENGTHS 5' BEVEL ONE END ------:--- . 1·· ... .I. ·1'· i .. •' ' ·····T"· .. ' . . . '"'""'''"~·-•--,----+·--_,. /.~ "AS BUil T" .JS.';;:, ..>...__A RCE 1-295! WED BY: EXP. 3, • t~ ..,., DATE 03-31-013 ~z_.,_z._o,+-Po_c--1-As_-_f3u_1L_T _________ --+---,,---t---t---il sH4EET I CITY OF CARLSBAD ISHE7ETS I ENGINEERING DEPARTMENT ;:;P;:L::;:AN:;;S~FO,;;R~TH:;;E;:::;IM:;P~RO;VE~M;;,EN;T;:O;,F;:: ====:::'...'.:==:::; DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL AL VERTON DRNE BRESSI RANCH PLANNING AREA 6 OWN BY:-~~, CHKD BY: .!I.ti$ RVWD BY: PROJECT NO. CT 02-14(1) DRAWING NO. 411-3 J.N 2407.06 042904 ..... I (,.) ; i ;jj i ; --c---f-i---~--.,,~_i,__,_,,,.., ~-- NOTE: : , : : : i , : . i i i UN[[SS SHOW T'/TlleR'M'sE. :n ·or: cu,m 'flt:f/A ff.ON !ID' ; RJ'G1-rr.GF\GENTERLIN£ mwisr, . s'+69,54-· ro,sr,1. · · 6t81.f3 ANO] FRQl,/JiTAj12r1: 93jTO[sr1, 1~+08.54! EQUAJ;S 4£NtEIILINE i£LE:VA 7iON PL!.$ 0,20, i ~~111-1 ···• : . '•,f-JC,:.' : c1:i········ 1········· ···: ~"~. :. ··-· .. ·.· .. : . \fJ''. ' ! . ' ' ·: •. , • ·l''"''''' f L---·-."·--... ..: .. ~--' ' ' /1:1\1!!,~ . ' ' ' ! ' : • -<· ....... , ' •• " 'j """"""i : ' ; i : I , ,..T ..... i ' i ! : _; __ ... , ... ,,. ___ ,_ ~·---,\ ' ' . "' ''" ' ' ... :. '.' "'." . & ; : ' ; : ' . ; . .,,; '.;. .. -. ' ' ' ' ! ' •' ·i"''"'''' ., "" ;. /' ~_,,--'----t---'----+--+-+---aaaoia: o-i --~+"'½u-..'...-::±---ft-'+----:;r~Vv'l-+---+---"-::-fa..JC;-S,,;,c...,---1+----'--~---+---+~-+-· + -•--, __ --·,-~----t-~--+---+---t--- . Q,oo : I 7+o0 0 20 40 80 120 r \Engr \24D7\PA5\lmp \2407.6irr:p05 dwq Oi/L.6/2004 01!: J8: 1J AM esr et oiscaVEFirR 14bt · :scALE: 1-1oi;ifz: ~-=-4&' VER r. 1 • =4, ' ' ' . . ' 8+00 9+oo 10+00 PLAN: DISCOVERY ROAD SCALE: 1 • = 40' BENCHMARK OESCRIPTTON: BRASS DISK IN CONCRETE IN A STANOARO SURVEY WELL_QN_ __ ~~ CENTE/?UNE OF a CAMINO REAL LOCA 710N: COUNTY OF SAN DIEGO '';cB~EN;-;;Co;;''H~MA"'R""l<;-D"'E"'Sl;;;GN;;-A,.-,TT"'O"'N-,N"'O"". "'R:;-;18"'00:;;-;;2o;c88;;-:+:-;;8;;;-9-;Ec;.C ELEVA TTON: 311,407 M.S.L OAlUM: N.G.V.0. 29 ---------- PW $TA = ir+50 PVI £/iv ;,, J57. 92 A:Q: = "''!.JO' K=y!.124 . .100.00 '. .VC l ~ -· - . ,. " : ., . '' .! . - @: .,, II ''' :~ ]i'''i ' : ···--t--•i- f;j, T ~•-iT ' (c, 1! 4~l r Ii I! t .,., .. ")"' .,.,, . '. ·-----. ' ·"'"~ ' 11+00 12+00 FOR DR/11:'WA Y OPENING DETAIL SEE SHEET 3 r PR.omcrDPSiaN CONSULTANTS PUNNINo • liNVIIUiMllNllU • .l!NalN!!l!Rn« • Smmir/GPS 701 B Street, Suite &00, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 ' , i ' ' \ ' ' , I ~ , J. SHE:fT 6 FQR RRO/fllE OF ,CUflB __ §j_@J __ _ . "l'H~ -, "' T ""; 1 ' ' ' ' ' ' ! .... L-:,_, -"'- H _t+ll+ E ---+---+----+--::_ r... r~· ·-0 _ ,--, .. , ·· +,. 1· . . l --·-.: __ j .... L ' l ; i 840 50- ' ' . ,.,.,.., · fl PVC nm 345.42! TP i ·.;;,. r-. '·-j-- Nj .... , II') ' "?"'t-~i ;,:"1 ' -- ___ J,,_ ----+·-----1--'.---... -,. ----11 ' i ! ' ~ ;,;~: -330 3,4'1--, i'F.._C>J-+~~,--+----+~~'------"--------------~~-,--~----~---i 18r?CP~8.f5 LF 15.2~ Cl:~ ~· l ' I 1 Q.., =j~-53 cfs <.: -v .. = 14.90 fps --, • vc,sl!R ~: ir;;;,~ I I STA 9+88.-91 : -,,,,,, , .. ., '"" ''""I ---~--- ' .... ·· ···1'·.· ' - ., ........... ''' CENTER LINE DA TA CURB DATA NO. OUTA OR BRG. RAOIUS(ft LENG71i(ft) REMARKS NO, OEL TA OR BRG. RAO/US(ft LENGTH(ft) REMARKS PJ N89'46'59't -----579.00 CL 0/SCOVERY ROAO 1 N89'46'59"E -----3.44 6" TYPE G' C&G 2 N89 '46'59.E 45.33 • ----- J N89 '46'59•£ 46.57 • ----- SEWER DATA NO. DEL TA OR BRG. RAOIUS(ft LENG71i(ft) REMARKS CD N89'46'59"E -----317.96 8" PVC C-900 CV N89'46'59"E -----245.00 8" PVC C-900 4 N89'47'oo•E 46.62 • ----- s N89 '46'59•£ 44.03 • ----- 6 N89 '46'59"£ 47.04 • ----- 7 N89'46'59"E 45.53 • ----- 8 N89'46'59T 46.34 • ----- 9 N89'46'59•E 44.58 • -----,o 19'28'16" 60 20.39 - WATER DATA 11 N89'46'59"E 7.61 • ----- NO. OELTA OR BRG. RAO/US(ft LENG71i(ft) REMARKS D N89'46'59"E -----579.00 8" PVC CLASS 150 • • PRESSURE ZONE 550 ,2 N89'46'59"E 7.57 • ----- ' N89'46'59"E 38.88 • ----- 14 N89'4659"E -----34.45 - ,s N89'46'59•E -----34.52 -- STORM DRAIN DA TA 1 N89'46'59"E 40.13 • ----- 1 N89'46'59't 40.50 • -----NO. DELTA OR BRG. RAOIUS(ft LENGTH(ft REMARKS 1 N89'46'59"E 40.32 • ----- 1 N89'46'59"E -----48.46 2 N89'46'59"E -----284.91 18 RCP /1350-0) • , Noo;3•01·w -----8.25 18" RCP (1350-D1 ig N89"46'59't 40,38 • ----- N89'4659"E 11.69 • ----- 21 19'2129" 60.00 20.27 6" TYPE 'G' C&G "AS BUILT" RCE -,.Z"!5/ EXP. 03-:Jl-08 1-2--1-2-_o+-PP_c--1-A-€_--_a_w_LT---------+----+----t----+---1 j sH5EET I CITY OF CARLSBAD jSHE7Ers I ENGINEERING DEPARTMENT ~P=L=AN::S;::::'.FO.::R::::::lH::E==IM::::P:::RO:::VE::;:::M::::EN::T=OF::::::::: ====:::'...'.:==~ DISCOVERY ROAD BRESSI RANCH PLANNING AREA 6 EXPIRES 12-~~ "{~ M, SIE.DS, R.C.E. +29o1 DA 1£ REGS'fRA. TION D€SIGNEll PM SIJR'l£Y EXPIRES 03-31-0-. BY: ~ 2-•\ .:>-O'f \ J RE\1EW: . RE'1EW: DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVA CITY APPROVAL DWN BY: CHKD BY-: ~auif~- RVWD BY: PROJECT NO. CT 02-14(1) DRAWING NO. 411-3 IN 2407.06 042904 . ....... --•l 0 · ·N(YFE.i""·""-t•-. .. ·-t · ······t··-·· .. ··Y·--.... t--· .. ·-t-"· .. , .. , ...... ~-t-·~··· -1·· .. ., .. t .... ·+·--· t··-- UNLESS SHOt'N iJTHtRW/$£,lTOR OF CURB '£LEVAJION \17' /.EFTOf 'r;fN;Tm/JNFJ FROM $TA; 1J+1/l281TOST.4. ' EOtJACS CEl'fi!RIJNE i£t&A 1/0N PLUS 0.0fi\ ·· ' · iJtJ·"... ... ! ... ;,. ~--: ' tJNL SHOr,N O$WJSE,J TOP Of CURe ELEVA t/ONi 10' RfGH .. (}ff <:ptfTIBLlf!E fflQf,/ S7l,, !J+27, W STA-; ..... lf+2 .08 EQflALS CENTERLINE rLEYA rrON U/$ Ol20', , ·· ···r· .....; .. -----'-----·-: ... ·--:--·-· '"T ·+·· ..... ····--'.~ ' ' .. l ... ' ' "' cs "' .GRAoEio ~TERiJNE ~;;,: 81;:; l-.~~rro,1wt8~· , .......... ~ ... , ... i .... ]. , .. ! .. ··"· . g "i + ::ii ~Cl: ' .. -... , ..... {' ... . l'1 ~TA i= ~7+~0 , ' P f:tEVi= ;}56.62 : A.-Q, .j -.?,JI ! x; ,,, j17.Jo · , Ja.~:Jc·· i ........ L J. : ; ; i--_:__L.... . . . "-1,J~; + _.!-RE, oi mp CAP:W/1B ✓-ii: AM CONN£CT to·•e· W7R 13+00 SCALE: 1 • = 40' -~=z--..: 20 40 80 120 ,--·-·-·. Tp#6PJLE~ TOP/ARY STRl=ST .. '.SCALE; HORIZ;t" 'PA .. 1,'1:RT.L.,.)4'. 14+00 15+00 19 PLAN: TOPIARY STREET SCALE 1 = 40 BENCHMARK O[SCRIPnON: BRASS DISK IN CONCRE7E IN A STANDARD SURVEY ~LL ON CENTf:RUNE OF EL CAMINO REAL 16+00 16 00 LOCA nON: COUNTY OF SAN DIEGO BENCHMARK DESIGNA rrDN NO. R/800 288+89EC ElEVAnON: 311.407 M.S.L DA TUM: N.G. V.D. 29 ---------- 17+00 /\ P DrfG. No, 400-8 " i I · l11' . r • I ' ,, , . i l. ' .11 i I . ~· 1 REl,/0 QJD PLUv AND , ,.! CONN T TO 8' Sl!Rj PER D NO. '400-8 ~ <1 . I ""' : ----~ {@ ~2 % 8' PVC 17 it R/W ig 63 ~ ON 'RI' & TREET NAME FOR DRIVEWAY OPENING DETAIL SEE SHEET 3 PR.amerDFSiaNCoNSULTAN'IS PlANNNJ • .l!N\IJlllNMBN' • ~ • StDm!YIOl'S 70 l B Street, Suite 800, San Diego, CA 92 l O I 619-235-6471 FAX 619-234-0:\49 GREGfflY M. SHIELDS. R.C.E. 42951 DA1E REQS'IRATION DESIGNED PM ~ OORES 03-31-04-BY, ~ ~ 2.-, 0-0<f SURVEY 111'.'MW: T; \t.rrgr\2407\PA6\,imp \2A07.6icnp06.dwg 0:/26/200·1 QC, 46: 22 AM ?ST I. NO. DEL TA OR BRG. 1 90'00'00" 2 N00'1J'or·w NO. DELTA OR BRG. 1 NOOiJ'OT W 2 NOOiJ'OT"W NO. DELTA OR BRG. G N89'46'59"E 2 N45iJ'or·w ·" NOOiJ'01"W 36 PROF/LI=: KNUKCLI= SCALE: HORIZ. 1 ",.40' VERT. 1"=4' ; ; 2i1.54' i i ,ll.19' CENTER LINE DATA CURB DATA RADIUS(ft LENGTH(ft) REMARKS NO. DELTA OR BRG. RADIUS(ft LENGTH(ft} 50.00 78.54 CL DISCO!,'!:RY ROAD 1 N89'46'59"E -----2.J5 -----471.00 CL TOPIARY S7REET 2 TJ'57'07' 37.00 9.01 J 41'J1'JJ" Jl.00 26.82 4 N001J'01"W -----11.20 SEWER DATA 5 NOOiJ'01"W -----4.4J RADIUS(ft LENGTH(ft} REMARKS -----J2J.48 6" PVC C-900 -- -145.58 8" PVC C-900 6 N001J'Ot"W 45.67 ----- 7 NOOiJ'Ot"W -----41.77 8 N001J'o1·w 46.27 ----- 9 N00'1 J'01 "W 45.94 ----- 10 NOOiJ'o1·w -----45.80 11 N29'46'59"£ -----19.24 WATER DATA 12 NOJ'0242'W -----15.47 RADIUS(ft LENGTH(ft} REMARKS -----13.57 8" PVC CLASS 150 • 61.42 • • ----------440.57 8" PVC CLASS 150 • IJ 84'21'10" 4J.DO 6J.J1 14 84i8'J6' 4J.OO 6J.27 15 N02'J8'4J"E 15.50 ----- 16 NJ0'1 J'01 "W 1J.5J ----- I L ·-- -__ _J __ REMARKS 6" TYPE 'G' C&G • • • • • - • • • • - • • • • • • PRESSURE ZONE 550 17 NOOiJ'ot"W -----85.27 N29'46'59"E • 18 -----IJ.60 19 NOJ'04'46"W -----JJ.J4 . 20 84'16'J1" 4J.OO 6J.25 • 21 84'16'J1" 4J.OO 6J.25 . i N02'J8'4J'£ J7.J8 • ----- NOOiJ'Ot"W 99.00 • ----- 1241 70'J1'44" 60.00 lJ.86 6" TYPE 'G' C&G "AS BUILT" RCE 42951 EXP. 0!J· }l·OtJ EWED BY: INSPECTOR e-ft-Or PDC t.S-l?L/ILT ~ rn i-----1,-----t------------t---+--+--t----i SH6EET CITY OF CARLSBAD SHE7ETS ENGINEERING DEPARTMENT ;:===::...:::::================:::::.::====: DATE INITIAL GINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL 01HER APPROVA CITY APPROVAL PLANS FOR lHE IMPROVEMENT OF: TOPIARY SIRt=ET BRESSI RANCH PLANNING AREA 6 DWN BY: CHKD BY-: ...,Al;.....,18..-I RVWD BY: PROJECT NO. CT 02-14(1) EXPIRES 12-31-051 ~I/ DRAWING NO. 411-3 C == C) .,::i. ...... ...... I (II) .. r) -,o.c; 1-"i ..... ------... 8----~- 1+00 2+00 T: \[ngr\2407\PA6\_trnp\2407.61mpC7.dwq Ol/2!/2004 CB:07:'5 AM ?5T NUc 3+00 4+00 5+oo PLAN: INGLETON A VENUE SCALI::: 1 • =40' BENCHMARK DESCRIPnON: BRASS DISK IN CONCRETE' IN ,1 STANDARD SURVEY ~LL_ ON.~--- CENTERLINf OF EL CAMINO REAL. LOCAnON: COUNTY OF SAN DIEGO BENCHMARK DESIGNAnON ND. R/800 288+89 fC ELEVAnON: 311.407 M.S.L. DA TUM: N. G. V.D. 29 ----~~-····---~-~-------- . --P;l!I STAt"' i+~ P\ll EIJ.EV i= $7.66 iA.ci =i-2195 i 1d= 10.i-f·• ,---, sb,oo· vc · e+oo 7+00 ~ FOR DRIVEWAY OPENING DETAIL SEE SHEET 3 PR.amcrDPSioN CoNSULTANIS PlANNIIG • ~ • Bl«m ERii-«l • SmMWIGfS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY 1111. SHIEI..DS. R.C.E. 42951 DAlE REGSTRA TION DESIGN£]) PM ~ EXPIRES 03-31-04-BY: RE'AEVt ~ z. -1 O -o<f - SUll'IEY RE'AEVt : II i--- ---------+- +1 -'~148f---'----+-+-++-+-+-~----+-+--------------+--'--+-+-+--+--+----;---+--t---+-!--'-!-,----+-----+--+--~----;--------++-+-----++ - 330 a+oo l ' -- CENTER UNE DATA NO. DELTA OR BRG. RADIUS(ft. LENG71i(ft) REMARKS (I N89'46'59"E -----679.00 CJ. INGLETON A VENUE SEWER DATA NO. DEL TA OR BRG. RADIUS(ft LENG71i(ft) REMARKS CD N89'46'59"E -----295.00 8" PVC C-900 CD N89"47'04"E -----290.00 6" PVC C-900 WATER DATA NO. DELTA OR BRG. RADIUS(ft LENG71i(ft) REMARKS er, N89'46'59"E -----679.00 8" PVC CJ.ASS 150* • PRESSURE ZONE 550 }. ~-~-R-----; w: '~--·'i""- . ' . : ! --+-- CURB DATA NO. DELTA OR BRG. RADIUS(ft, LENGTll(ft) REMARKS t N87'21'17"W 2 N89"46'59"E :, N89'46'59"E 4 N89'46 59"E 5 N89'46'59"E 6 N89'46'59"E 7 N89'46'59"E B N89'46'59"E 9 N89"46'59"E IQ N89'46'59"E 11 N86'5514"£ 12 N87'21'17"W I N89'46'59"E 14 N89'46'59"E 15 N89'46'59"E 16 N89"46 59"E I, N89"46'59"E 18 N89'46 59"£ 19 N89'46'59"£ ITTo1 N89'46 59"£ 21 N89'46'59"£ "'' N86'55'14"£ 14.29 J4.10 33.98 34.02 3J.90 J4.10 33.90 J4.08 3J.92 5.81 11.09 11.18 5.65 3J.98 34.10 JJ.90 J4.30 J3.92 33.98 34.10 33.92 14.17 RCE i2'f5! INSPECTOR 6" TYPE 'G' C&:G • • • • • • • • • • . • • . • • • • 6" TYPE G C&G "AS BUILT" ?>-1',b 47 DATE EXP. 03 -J/·08 f-2.--1-z-_01+-pp,_c.--+-A-s_-w_,L_T _________ +---+---+--;----11 SH7EET I CITY Of CARLSBAD ISHE7ETS I ENGINEERING DEPARTMENT :::P=L=AN::S~FOR:::::::_:::lH:::E:=IM::::PR::O::VE:::::ME;:N:::T=O:::F::: ====:::'....':==::: INGI.ETON A VENUE BRESSI RANCH PLANNING AREA 6 1----+---+-----------------+---+---+----11----i !APPROVED: LLOYD B. HUBBsg,. Jfidg:-r !/~E, EXPIRES 12-31-051 'thff11 DATE INITIAL GINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL DWN BY:-~-1 CHKD BY: IJ.4i? RVWD BY: PROJECT NO. CT 02-14(1) DRAWING NO. 411-3 JN. 24U/.OC 042904 .,::. ..... ..... I w