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HomeMy WebLinkAboutDWG 452-9; CT 06-24; BRESSI RANCH VILLAGE CENTER; 01-14I I i ' ' I I ' ' ' I I ' I : \ ----L __ VICINITY CITY Of' , OCEANSIDE PACIFIC OCEAN 7!j MAP CITY OF' ENCINITAS REFERENCE DRAWINGS: I SOP 06-17 TVITATIV! MAP FOR 1SITF.: DOOOPMENT 400-81! EL FUERTE: STREET IMPROVEMENTS 400-8 RESIDENT/AL BACKBONE ' , , 400-89 INDUSTRIAL BACKf/ONE 421-J PLANNING AREA'S l-5 , , 415-JA BRESSI RANCH 11LLAGB' ~A/?E! 415-J BRESSI RANCH AfF,ORDABL£ H<?USING (IMP) 415-JC BRESSI RANCH .AFfORDABL£ Ho/;SING (CRD) 42J-4A £/RESS/ RANCH WElCOM HOME CENTER . 411-4 PLANNING AREA 7 GRADING ct EROSION CONTROL 411-4A PLANNING AREA 7 IMPROVEMENT Pl.ANS 400-BA MASS GRADING ct EROSION CPNJTRPL PLANS CITY Of' VISTA ~o~ CITY Of' ,_--.u SAN MARCOS 41J0-8r El. FUERTE: GRADING PLANS ; 415-JB PLANNING AREA 15 IMPROVEMEN,T PLANS (INCLUDES ANN/LA PLACF: AND TOWN GARDEN ROAD) PROJECT LOCA 110N ' -1, ' THIS PROJECT IS LOCATfO WITHIN ~S¥5$0R$ PARCEL NVMBER(S) 21J-191-02 ' THE CAUFORNIA COORDINA TF.: IN()£X OFj', THIS PRO£CT IS: 1990-6252 (LAMBERf COORDINATES J46-1696) SOURCE OF TOPOGRAPHY T~OGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY: PHOTOGRAMMETRY METHODS FROM INFOR~AT/ON GATHERED ON, MAY 11, 1998 BY SAN'-LO AERIAL SURl£YS AND THE MASS GRADING CONTOVRS PEit D 111'.1. NO. 400-BA. TOPOGRAPHY SHOWN HEREON CONFORM$ TO NA T/ONAL MAP ACCURACY STANDARDS. IMPORTANT NOTICE SECTION 4216/4217 OF ll/E GOl/fRNMENT ~ REQUIRES A DIG ALERT IOENT/ACA TION NUMBER Bf ISSUED BEFORE A 'PERMIT TO EXCAVATE• WILL BE VAUD. FOR YOUR DIG ALERT I.I),· NUMBER, CALL UNDERGROUND SERVICE ALERT: TOLL FRff 1-800-422-4/JJ; TI\Q WORKING DA }S 8£FORE YOU DIG. BENCHMARK DESCRIPTION: ..,BR=.,,ASS=..,Dl""Sl(""-'l,.,_N__,,CON=CRE=T£,.._,,JN.,_,_,A..,SceTAN"'-"'VA'-"R"'D'-'SU"""'R""l£YcL.!WEl"="L'--'O""N'------ ON CENTERUNI: Of EL , CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO, R1800 288+89EC El.EVA T/ON: Jlt.407 M.S.L DATUM: N.G.V.D. 29 -~~=.-~---- IMPROVEMENT PLANS: WORK TO BE DONE= BRESSI RANCH· VILLAGE CENTER THE IMPROVEMENT l10RI< SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THI: CITY ENGINEER BASISOFBEAAINGS 11/E BASIS OF' BCARINGS F08, THIS TfNTA T/VE MAP IS 111£ CAUFORMA COORDINA 1E' SYS7DI, NAO BJ; ZONE 6 ANO WAS ESTA81JSHED BCTYPf£N STATION NO. V-2002 P£R R.IJ.S. 1402J ANO STATION NO. SDGPS-41 ESTAEJUSHED BY THE COIJNTlf OF' SAN D/£GO P£R SAN DIEGO COUNTY HORIZONTAL CONTROi. BOqK, I.E., N88'/54'05"w 111£ <;CMB!NfD SCALE FACTOR AT STATION V-2002 IS 0.999!}44419, GRID DISTANC£=GROUNO DISTANCF: X COMBINED ~L£ FACTOR. ALL MEASURED DISTANCES SHOWN HEREON AR£ GROUfJO DISTANC£S. TH£ MAPPING ANGLE AT STATION V-2002 IS -0'J2'5t.,88t' QUOTfD B£ARINGS FROM REJfRENC£ MAPS/DEEDS MAY OR MAY N()T 8£ IN TfRMS OF SAID srsm.,. DECLARATION OF RESPONSIBLE CHAlklE I I HEREBY OECLARI: THA,T I AM THI: £NG/NEER OF WORK FOR THIS PROJECT, THAT I HA~ l:XERC/S£D R£SPONSIBLq CHARGE O~R THI: DESIGN OF THI: PROJECT AS DEFINED IN S£CnON 670J OF THI: BUSINESS AND PROFESSIONS CODI:, ANO THAT 7111: OESIGN IS CONSISTENT WITH CURRfNT STANDARDS. I UNDERSTAND THAT TH/; CHECK OF PROJ£CT DRAWINGS AND SPECIFICAnONS; BY THI: CITY OF CARLSBAD DOES NOT RELIE~ Ml:, AS ENGINEER OF WORK, OF MY RfSPONSIBtLJnES FOR PROJECT OESIGN. FIRM: PROJECT ()ESIGN CONSULTANTS ADDRESS: 701 8 STREt:T, SUITE: 800 CITY, STA TE: SAN Dlt:G6, CALIFORNIA' TELEPHONE: (619) 2z 6471 BY: ?~~-=O 1,_.._ NORMAN L. SAKARA R.C.t:. N0. ____ ---'46-'-'-'16c::6 ________ _ REGISTRAnON EXPIRAnON DATE: 12/J1/08 ---<--<.~----DATl::_l~~=---'-'-'-7'-•=e>'--7..___ 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTIONS NO. 6J10, 6J11, 6Jl2 ct 6J1J DA TEO JUN/: 20, 2W7. 5. THE STANDARD SPEC/RCA TIONS FOR PUBUC WORKS CONSTRUCnON (GREEN BOOK) CARLSBAD TRACT CT 00-06 6. THE SOILS REPORT TIT/LO 'GEOTECHNICAL PREUM/NARY INVEST/GA T/ON, BRESSI RANCH VILLAGE CENTER, A PORTION OF PLANNING AREA PA-15' PREPARED BY LEIGHTON ANO ASSOC1ATES SHEET INDEX SHEET 1 SHEET 2 SHEET J Till.£ SHEET. KEY MAP ANO NOTES NOTF.:S SHEETS 4 TO 12-------- DETAILS ct CROSS-SECTIONS WATER ct SE'WER, PLAN ct PROF7L£ CURB RETURN PROF7L£S SHEET IJ _________ _ SHEET 14 L SIGNING AND STRIPING PLAN OWNER I DEVELOPER NAME: ADDRESS: PHONE: LNR CPI BRESSI AETAIL, LLC CONTACT: JEFF WIWAMS 4275 EXECUTIVE SQUARE, SUITE 210 LA JOU.A, CA 920J7 (858) 410-9765 BY: __________ _ JEFF WIWAMS ITS: ___________ _ SITF.: ADDRESS: DIRECTOR OF DEVELOPMENT-SAN DIEGO SIGNA'IU7! >L-11.1,.,,07 GATEWAY );1PARAOISE RO/EL FUERTE: RD CARLSBAD, CA PROJECT DESIGN CONSULTANTS Planning ( landscape Architectl,lre I Environmental I Engineering I Survey 701 13 Street, Suite 800 619.235.6471 Tel R.l:.f. 4&160 San Diego, CA 92101 619.234.o:349 Fax PII REViEWI ~s MAP14600 DA TEO JANUARY 25, 2007. N 7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALJFONIA COASTAL COMMIS/ON DEVELOPMENT PERMIT CONDITIONS DA TEO N/A 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY PDC, DATED JUNE 2007. IID!O NO. 9J7CJ49082 10. STORM WATF.:R MANAGEMENT PLAN PREPARED BY PDC, DATED SEPTEMBER 2oo*r,,Po1.,~ 11. CAUFORNIA STORM WATER QUAUTY ASSOC/A TION BMP CONSTRUCT/ON HANDBOOK ANO CALTRANS CONSTRUCTION SITE BMP MANUAL LEGEND DESCRIPTION OWG.NO. SYMBOL QUANnTY 'f CONSTRUCTION OF 12• PVC WATER, CLASS NOTED ON PLANS icoNSTRUCTION OF a· PVC WATER, CLASS NOTED ON PLANS CONSTRUCT/ON OF 6' PVC WATER, CLASS NOTED ON PLANS CONSTRUCTION OF 2• COPPER WATER WATER SERl1CF: CONSTRUCTION OF 12• STEEL WATER CONSTRUCT/ON OF MANUAL AIR REI.EASE CONSTRUCT/ON OF 2• BLOW-OFF ASSEMBLY J CONSTRUCT/ON OF 12• GATF.: VALVE ASSEMBLY :!/.,CONSTRUCT/ON OF 8' GA TE VAL \,f' ASSEMBLY CONSTRUCTION OF 6' GATF.: VALVE ASSEMBLY CONSTRUCT/ON OF £NOCAP AND THRUST BLOCK ASSEMBLY CONSTRUCT/ON OF ARE HYDRANT ASSEMBLY CONSTRUCT/ON OF 6' PVC SEl\£R, CLASS NOTED ON PLANS CMIW 21 • CMIW 21 CMIW 21 STD. W-4 CMIW 21 CMIW 116 ... _., ..... CMIW 116 CMIID W16 CMIW wt6 CMIIO W16 CMIW W15 CMIW W12 CMIW S5 CMIIO S5 _ W --'1.;;;.2• Pl'.£_ 8' PVC -W--'-- 6' PVC -w-...;:... - ---® _ W _...,:1.:.2' STEEL M.A.R, -w--a■i---- -w _B_.O-a·e1----- -w ---- -W--®-- -W--®-- -3<1 1-@I 9f--◄I F.H. 6' PVC _....,, __ 8' PVC --,-- 1,680 If 799 If 46 I.F 11 /4() I.F 8 ; 8 2J 8 10 2 8 ---w--WATER MAIN STORM DRAIN LOT UNE j CONSTRUCT/ON OF 8' PVC SEllf'R, CLASS NOTED ON PLANS CONSTRUCT/ON OF SEY,fR ACCESSHOLES CMIIO SI -v-0- 998 I.F 662 I.F 10 ===.50'== CONSTRUCT/ON OF 6' SEOCR LATERAL STD. S-7 --~ 12 SUR;tY REViEWI STREET UGHT PER OIM1 NO. 400-8 ARE HYDRANT ARE HYDRANT PER OIM1 NO. 400-8 SHEET UM/TS SHEET NUMBER LOT NUMBtR CONSTRUCT/ON OF SEOCR CLEANOU T STD. S-6 CONSTRUCTION OF GREASE INTERCEPTOR -, CONSTRUCTION OF 2• WATER SERl1CE W/ METER STD. W-4 CONSTRUCTION OF DOUBLE CHECK VAL\£ OETECTER ASSEMBLY (OOCV) STD. W-22 ,· CONSTRUCTION OF PEDESTRIAN RAMP CONSTRUCT/ON OF PEDESTRIAN RAMP D<IST/NG STORM DRAIN D<IST/NG WA TER MAIN D<IST/NG SEl'l[R MAIN EXISTING CURB ANO GUTTER LOT UNE RIGHT-OF-WAY STREET CENTERUNE PROPOSED V.SEM£NT MOO/RED TYPE-D SVRSO G-JI TYP!-0 SDRSO G-JI l PROPOSED /RR/GA T/ON SERl1CF: W/1,IETER STD. W-4 STD. W-21 \ PROPOSED BACl<FLOW PREVENTER NOTF.:: THE ABO\£ QUANTITIES ARE FOR BONDING PURPOSES ONLY ANO SHOULD NOT BE USED FOR ANAL PAY QUANTITIES. SEE EMRA FOR ENCROACHMENT Of PRIVATE FACIUTIES INTO PUBUC EASEMENTS. CITY OF CARLSBAD FIR£ DEPARTMENT REQIJIREMENTS NO. OF F.H.(S)_Lf.FLOW 1500 G.P.M. our OF _J,_F.H.(S). ..------------------1 BLDG 'RINKLEO@'NO ••• F.FLOW 3tirJO G.P.M. CARLSBAD MUNICIPAL W%-.. i WATER DISTRICT z.j,/oi DA 110 A. HAUSER DATE DEPUTY CITY £NG/NEER R. C.E. JJDBI EXP. 6/J0/08 REVIEWED BY: $ I -@- -w--ca --liii;J fl /Fj\ -----(j) "AS BUILT" 15 10 11 ,o 10 18 2 ,, OAT! /0·/'(-ift DATE 1----+--+------------+---l----t--+-~ I SH1EET. I CITY OF CARLSBAD ~4 !:::==-==::::E::N::::Gl:::N:::EE::R::IN::::G=D::E::P:::AR:::TM::::::::EN::::::T==:::'.~l_!±j==~ DA TE INITIAL GINE£R OF WORK " REVISION DESCRIPTION PLANS f'OR lliE IMPROVEMENTS OF: c:....i rt ? ll BRESSI RANCH VILLAGE CENTER DA TE INITIAL DA TE INITIAL OWN BY: ~ I-"-"""''-'-'~~+-'-~"--""""'=, CRHVWOKO B8YY: •. · OTHER APPROVAL CHY APPROVAL PROJECT NO. CT 06-24 ORAWINO NO. 452-9 J.N. 3219 \Oi07i0 I I GENERAL NOTES I. 71-f/S PLAN SUPERSEDES ALL 071-fER PLANS PREVIOUS/.~ APPROVED BY 71-fE CITY OF CARLSBAD REGARDIN() IMPRO'vrMENTS SHOWN ON 71-f/SI SET OF PLANS. • I 2· ff:'J~~ f/fuN,1l!J,~(~Df:~fJ_Jf,W ?: wt~n~~L po:i~~ovJf. Clmfr STANDARDS OR 011-fER ADDITIONAL DOCUMENTS LJST[D HEREON AS 71-fEY MAY PERTAIN TO 71-f/S PROJECr. 71-fE ENGINEER IN RESl'ONSIBLE CHARGE SHALL REVISE 71-fESE PLANS 'MIEN NON-CONFORMANCE IS DISCOfRED. J; CITY APPROVAL OF PLANS DOES NOT RELIE'vc 11-fF: Df'vrLOPER OR ENGINEER- OF-WORK FROM RESPONSIBILJTY FOR TI/E CORRECTION OF ERRORS AND OMISSIONS DISCO'vrREO DURING CONSTRUCTION. AL~ PLAN REVISIONS SHALL 8€ PROMPT!. Y SUBMITT[D TO 71-fE CITY ENGINEER FOR APPf?OVAL 4. A RIGHT-OF-WAY PERMIT FROM 71-fE CITY ENGINEER 111iL BE R£QIJ/R£D FOR ANY WORK IN 71-fE PUBLJC RIGHT OF WAY. PRIOR TO i PERMIT ISSUANCE. A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE: CITY OF CARLSBAD AS AN ADDITIONAL INSUR£D ON TIIE PERM/TT[E'S POUCY IN TIIE MINIMUM AMOUNT OF 11,000,000.00' FOR. EACH OCCURRENCE OF LJABILJTY. TI/E INSURANCE COMPANY WR/71NG TI/E POI.ICY MUST HAVI[ A RATING OF 'A-" OR BETT[R AND A SIZE CA T[GORY OF CLASS V OR BEmR AS ESTABLISHED BY "8£STS" KEY RA TING GUIDE. S. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA vE" BEEN OBTAINED FROM n-lE CITY AND On-lER APPROPRIATE: AGENCl£S. . .· j' '· 6, REVISION OF n-lESE PLANS MAY _ BE _ . R£QIJIREO IF n-lE PROPOSED IMPROV£MENTS ARE NOT CONSIRUCT[O PR/0/J JO n-lE DEADLINE DA TE OF n-lE IMPRO'vcMENT AGREEMENT. ' 7. NO REVISIONS l\1LL Bf MADE TO 71-fESE PLANS Wln-10/./T n-lE WRITTEN APPROVAL OF n-lE CITY ENGINEER, NOT[O W/71-f/N n-lE REVISION BLOCK, ON 11-fE APPROPR/A TE SHE£T OF n-fE PLANS AND TITLE SHEET. i 8. ORIGINAL ORA l\1NGS Sf/ALL 8£COME TIIE PROPERTY OF TIIE CITY UPON BEING SIGNED BY n-rE CITY ENGINEER. I 9. 71-fE ORIGINAL DRAl\1NG SHALL BE REVISED TO REF1,£CT AS-BUILT CONDITIONS BY n-,,r ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF n-lE WORK BY 11-fE CITY. I 10, ACCESS FOR FIRE ANO 071-fER EMERGENCY VfJ//CLES 5!1ALL BE MAINTAINED TO n-lE PROJECT SITE AT ALL TIMES DURING CONS/RUCTION. , II. 'Mf£RF: IRENCHES ARE: Wln-1/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CUR'vcS, SHALL . BE SUBMITT[O BY A PROFESSIONAL EN(,/NEER OF n-lE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN n-lE F/EI.D OF APPLIED SOILS MECHANICS. 71-fE SOILS REPORT l\1LL BE SUBM/TT[O ro 71-fE CITY ENGINE[R/NG INSPECTOR Wln-t/N TWO WORKING DA~ OF COMPLETION OF FIELD TESTS. n-tE WRITTEN FIELD COMPACTION REPORT{S) SHALL BE IMl,fEDIA TEL Y SUBM/71[0 TO n-lE CITY ENGINEERING INSP£CTOR UPON COMPLETION OF /I-IE FIELD TESTS. 12, A PRECONSTRUCTION MEEUNG SHALL BE HELD AT UfE SITE PRIOR TO UfE BEGINNING OF WORK AND SHALL BE A TTENOEO BY ALL REPRESENTA Tl'vcS RESPONS18LI[ FOR CONSTRUCTI~ INSPECTION, SUPERVISION, T[ST/NG AND ALL On-lER ASPECTS OF n-lE fl{)RK. n-r CONIRACTOR SHALL . SCHEDULE n-tE MEETIN() BY CALLING n-tE INSPECTION LINE: AT {760) 4J8-J891 A~ LEAST FIVE: (5) WORKING DAYS. PRIOR TO STARTING CONSTRUCTION. APPRO'vrD DRAiNGS MUST BE AVAILABL£ PRIOR TO SCH£DULJNG. . tJ; ALL INSPECTION REQUESTS 071-fER n-lAN FOR PR£CONSIRUCTION MEETING l\1LL BE MADE BY CALLING 11-11!: ENGINEERING 24-HOUR INSPECTION REQIJEST LINE AT ~60;{; 438-3891. INSPECTION REQIJESTS MUST BE RECEl'vrD PRIOR TO 2:00 P.M. NE DAY BEFORE THE INSPECT/Of,/ IS NEEDED, INSPECTIONS MLL BE MADE n-lE NEXT WORK DAY UNLESS YOU REQIJEST 011-IERMSE. : REQIJESTS MADE AFTER 2: 00 P.M. l\1LL BE SCHEDULED FOR TWO FULL WORK DA 1 .LATER. 14. n-lE OWNER ANO/OR APPLICANT Tl/ROUGH n-lE DEVELOPER ANO/OR CONIRACTOR SHALL DESIGN, CONSIRUCT AND MAINTAIN ALL SAFE:TY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL n-, STANDARDS, LA,~ ANO REGULATIONS. 15. n-tE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO n-lE CITY ENGINEER AND/DR CONCf:RNEO AGENCY SHOl\1NG mtr DESIGN OF SHORING, BRACING SI.OPE OR on-rER PROVISIONS TO BE MADE ~c~:i~ p~T[w~ ~ffCH ~ ::tttls g: o'f/;;(jfaG mr:!:t ?:f/1fLA !!'Ji 11-IEREIN, 11-/IS PLAN MUST Bir PREPAR£0 FOR ALL TR~NCHES FIVE FEET (51 OR . MORE IN DEPTli ANO APPRO'vcO BY n-lE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF n-lE PLAN VARIES FROM n-tE SHORING SYST[M STANDARDS ESTABI ISl:/ED BY THE CONSTRUCllQN $AFETY ORDERS, Ull.E 8 CAUFORNIA ADMINISTRATIVE CODE. 11-IE PLAN SHALL BE PREPARED BY A REG/ST[REO ENGINEER AT n-tE CONIRACTORS EXPEN~ A COPY OF 71-fE OSHA EXCAVATION PERMIT MUST BE SUBMJTT[D TO n-tE INSPECTOR PRIOR TO EXCAVATION. I 16, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'Mn-1/N ANY WORK ZONE OUR/NG CONSTRUCTION, QPERA TJONS WIIL CEASE" 1 /MMEmA m Y, ANO 11-IE PERM/TT[/!: 111LL NOllFY n-,,r CITY ENGINEER. OPERATIONS l\1LL NOT RESTART UNTIL n-1£ PERM/TT[E • HAS RECEIVED WRITTEN AUT/:IORITY FROM n-lE CITY ENGINEER TO DO SO. 17. ALL OPERA T/ONS CONOUCT[O ON 11-IE SITI! OR ADJACENT n-lERETO, INCI.UO/NG WARMING UP, REPAIR, ARRIVAL, OEPARTUR!r OR ,OP£RA T/ON OF TRUCKS, · EART/-IMOVING EQIJ/PMEN}. CONSTRUCTION EQIJIPMENT AND ANY On-lER ASSOC/AT[O GRADING EQIJIPMENT /:it/ALL BE UM/1[0 TO n-lE PERIOD BETW£EN 7: 00 A.M. ANO SUNSET EACH DAY, MONDAY n-lRU FRIDAY ANO NO EAl/n-lMOVING OR GRADING OPERATIONS SHALL Bf. CONOUCT[O ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE Ar n-rt: ENGINEER/NG OEPARruENf COUNT[/?.) . . I 18. ALL OFF-SITE HAUL ROUTES SHALL 81! SUBM/TT[O BY n-ff CONIRACTOR TO 11-1£ car ENGINEER FOR APPROVAL 1W FULL WORKl/>J.G /JA 5s PRIOR TO BEGINNING OF WORK. n-lE CONIRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTlf OR ADJACENT STREETS AS A RESULT OF 71-IE GRADING OPERATION, . 19. NO BLASTING SHALL 81! · COMMENCED 11171-fOUT A 9TY•. ENGINEER APPRO'vrD BLASTING PROGRAM ANO.BLASTING PERMIT. I 20 •. n-rE EXISTENCE ANO LOCATION OF UTILJTY STRUCTURES ANO FACILJTIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A .SEA/?CH OF 71-f£ AVAILABLE: RECORDS. ATTENTION IS CALLED TO TIIE POSSIBLE EXISTENCE OF 011-IER unLITY FACILITIES OR SIRUCTURES NOT SHOWN OR If./ A LOCAnON DIFFERENT FROM 11-IA T SHOWN ON n-lE PLANS. n-lE CONIRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROT[Cf n-lE UTIUTIES SHOWN ON TI/E PLANS AND . ANY On-tER EXISTING FACILITIES OR STRUCTURES NOT SHO"!,N, 21, 71-fE CONTRACTOR . SHALL 'vcRIFY n-lE LOCATION OF iL EXISTING FACILITIES 1, ABO'vcGROUNO ANO UNDERGROUND ) 11111-1/N 11-fo PRQJECT SITE SUfflCIENTL Y HEAD OF 11-IE CONSTRUCT/ON TO PERMIT 71-fE REVISIO/'IS OF n-1£ CONSTRUCTION PLANS IF IT IS FOUND 71-fAT n-lE ACTUAL LOCATIONS ARE IN CONFLICT l+ITli me PROPOSED WORK. I 22. n-rr CONTRACTOR SHALL NOnFY AFfECT[D UTILITY co,bANIES (SEE BEi.OW} AT LEAST TWO FULL WORKING DA rs PRIOR . TO STARTING cq"fsmucnoN NEAR n-lE/R FACILJTIES AND SHALL COORDINA Tl! WORK l\111f A COMPANlr REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-41JJ SOG&eE . (800)660-7J4J AT&eT (8/XJ)892-0,2J TIMI! WARN£R CABLE {760)4J8-7741 COX COMMUN/CATIONS (7602806-9809 CITY OF. CARLSBAO(STREETS ANO STORM DRAIN) (760)434-2980 'CITY OF CARLSl3AD(SEWER, WA T[R &, RECI.A/MED WA T[R) (760)438-2722 'SAN OIEGUITO WA TtR OISIRICT (76d)6JJ-2650 'LEUCADIA WASTEWAT[R DISTRICT (76d)75J-0155 'VALLECITOS WA lf:R DISTRICT (760)744-0460 'OUVENHAIN WA T[R 0/SIRICT (760)75J-6461/ •BUENA SANITATION 0/SIR/CT (760)726-1340 •AS APPROPRIATE STREET NOTES I. ACTUAL SIRUCTURAL SECTIONS l\1LL BE DETERMINED AFTER 'R' VALUE T[STS HA VE: BEEN CONOUCT[O BY A PROFESSIONAL ENGINEER OF n-lE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN 71-fE FIELD OF APPLIED SOIL MECHANICS, ON n-lE PREPARED BASEMENT SOIL. n-lE 'R' VALUE T[STS AND THE ENGINEERED SIRUCTURAL SECTION MUST BE SUBMITTED TO mrr ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE n-tE WORK 0EG/NS. 2, STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON n-f£SE PLANi, UNO£RGROUND CONDUIT RUNS, SERVICE POINTS ANO HAND-HOl..£S SHALL BE ;:,nQWN ON n-lE 'AS-BUILT' PLANS. NO DIRECT BURIAL STREET UGHT FOUNOA TIONS l\1LL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF' m>E. J; ALL UNDERGROUND UTILJTIES ANO LA T[RALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GLJTT[RS OR SURF.ACING OF SIREETS. 4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'MTI/ A MINIMUM {)-LOAD OF l,JSO. FOR PR/VA TE STORM DRAIN P/PEs, UP TO rs· P\li MA y BE UTILIZ£0 PROVIDED DEPT/-/ IS LESS n-tAN 15 FE£T AND BACKFILLED W/Tli J/4' ROCK PER SORSO S-4 m:>E •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIPE. 5. 'MIER£ AN EXISTING PIPE LJNE IS TO BE ABANDONED IT SHALL BE REMO'vrD 1+111-1/N TW£NTY FEET OF BUILDING OR SIREET AREAS ANO Rf,.PLACED W/71-f PROPERLY COMPACT[D SOILS. IN 011-IER AREAS n-tE PIP! W,LL BE PLUGGED 'Mll-f CONCRETI! OR REMO'vcD AS APPRO'vrD BY n-lE CITY ENGINEER. 6. 'MIEELCHAIR RAMPS SHALL BE INSTALLED PER REQIJIREMENTS OF TITLE 24, CALJFORNIA ADMINISTRATIVE CODE. 7. SIREET TREES SHALL BE INSTALLED PER SECTION IV O.J OF n-lE CITY OF CARLSBAD LANDSCAPE MANUAL . 8, RRF: HYDRANT MARKERS SHALL BE PLACED IN n-lE STREET Mn-1/N n-lE LIMITS OF WORK OF 11-/IS PLAN PER SORSO M19. 9, ALL SURVE:Y MONUMENTS ANO POINTS 71-fA T ARE: DISTURBED BY n-t/S WORK SHALL BF: REESTABLISH£0, PERPETUA 1[0, ANO OOCUMEN 1[0 PER 11-11! PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SUR'vcY (CUT) SH£ETS SHALL BE PROV/OED TO TIIE CITY ENGINEtRING INSPECTOR. SEWER NOTES I. SEWER MAIN AND APPURT[NANCES SHALL BE CONSTRUCT[D IN ACCOR/JANCE 'Mll-f n-lE 'CITY OF CARLSBAD ENGINEERING STANDARDS (LA T[ST E0/710N), VOLUME: 1- GENERAL DESIGN STANDARDS, CHAPTl!R 6-DESIGN CRITl!RIA FOR GRAVITY SEM:R LINES AND APPURT[NANCES, ANO VOLUME J -STANDARD ORAl\1NGS AND NOT[S AND n-lE STANDARD SPEC/FICA TIONS FOR PUBLJC WORKS CONSTRUCTION, LA T[ST EDITION {GREEN BOOK), 2. n-tE CONIRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM n-11! DIVISION OF /NOUS/RIAL SAFETY B£FORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF 71-fE STA TE CONS/RUCTION SAFETY ORDERS. J. 8£FORE ANY CONNECTION TO n-tE 0/SIR/Crs .EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM 11-ff DISTRICT. IT MUST Btr SIGNED ANO APPRO'vrO BY n-lE DISTRIC1S ENG/N£ER ANO SUPERINTENDENT. 4, BEFORE CONS/RUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQIJIREO. 5, THE CONIRACTOR SHALL NOnFY n-lE CITY OF CARLSBAD ENGINEERING INSP£CTION 48 HOURS PRIOR TO n-lE BEGINNING OF CONSTRUCTION. (T[LEPHONE NO. {760] 4J8-J891) SIGNING AND STRIPING NOTES 1. n-lE CONIRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGN/NG.l STRIPING AND PA '-f:MENT MARKINGS SHALL CONFORM TO 71-fE CALIFORNIA MANUA ON UNIFORM TRAmc CONTROL DEVICES {FHWA'S MUTCO 200J REVISION1, AS AM£ND£0 FOR USE IN CALIFQRNIA), CAL /RANS STANDARD SPEC/RCA TIONS { JJLY 2006 OR LA T[ST VERSION n-lEREOFJ, n-rtse: PLANS AND n-lE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO 71-fE APPROVAL OF n-,,r PUBLIC WORKS DIRECTOR OR HIS REPRESENTA T/VE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM n-t£SE SIGNING AND SIR/PING PLANS SHALL BE APPRO'vrO BY n-lE ENG/N£ER OF WORK ANO PUBLJC WORKS DIRECTOR PRIOR TO ANY CHANGE IN n-lE FIELD, 5, ALL SIGNING ANO SIR/PING SHALL BE REFIECTIVE PER CAL /RANS SP£C/F1CA TIONS. STRIPING $HALL BE REPAINTl!O TWO WEEKS AFTl!R IN/71AL PAINTING. SIGNING SHALL USE ENCAPSULA T[D LENS REFI.ECTIVE SHEETING {HIGH /NT[NSITY OR EQIJAL). II, PRIOR TO FINAL ACCEPTANqf; OF SIREET IMPROVEMENTS. ALL SIREET SIR/PING ANO ANO MARKINGS Wln-1/N A 500 P£RIMETER OF n-lE CONSTRUCTION PROJ£CT l\1LL BE RESTORED TO A "LIKE NEW' COND/710N, IN A MANNER MEETING n-lE APPROVAL OF n-rE CITY INSP£CTOR. 7. EXACT LOCATION OF SIR/PING ANO STOP LIMIT LINES SHALL BE APPRO'vrO BY 11-IE PUBLJC WORKS DIRECTOR OR HIS REPRESENTA Tl'-f: PRIOR TO INSTALLA T/ON. 8. CONIRACTOR SHALL REMOVE ALL CONFLICTING PA/NT[O LINES. MARKINGS ANO PAV£MENT LEGENDS BY GR/NO/NG. DEBRIS SHALL BE PROMPTLY REMO'vrD BY n-lE CONIRACTOR. 9. ALL PA V£MEN T LEGENDS SHALL BE THE LA TEST VERSION OFn-lE CAL /RANS ME/RIC ST[NC/LS. 10. LIMIT LINES AND CROSSWALKS SHALL 81£ FIELD LOCA 1[0. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS On-tERWISE SPEC/F/£0. 1'. ALL CROSSWALKS. LIMIT LINES, STOP BARS. PA'vrMENT ARRO~ AND PA'vrMENT LEGENDS SHALL BE n-lERMOPLASTIC UNLESS On-lER'MSE SPECIFIED. 12. FIRE HYDRANT PAV£MENT MARKERS SHALL CONFORM TO n-tE CALIFORNIA MANUAL ON UNIFORM · IRAmc CONIROL DEVICES {FHWA ·s MUTCD 200J REVISION, AS AMENDED FOR USE IN CALIFf)f?NIA) AND SAN DIEGO REGIONAL STANDARD ORA l\1NG M-19. 1J. ALL MEO/AN NOSES ANO FLARES SHALL BE PA/NT[{) YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN 71-fE CALIFORNIA MANUAL ON UNIFORM TRAmc CONIROL DEVIC[S (FHWA ·s MUTCD 200J REVISION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS On-tERMSE SPECIFIED. 15. SIGN POSIS SHALL BE SQlJARE PERFORATED STEEL TUBING l+ITli BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA l\1NG M-45. 1/J. 'MIEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNT[O USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMO'vrO BY n-lE CONTRACTOR SHALL BE: DELl'vcRED BY n-lE CONTRACTOR TO n-lE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A'vrNUE. 18. ALL SIGNS SHOWN ON n-lES£ PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY TIIE CONTRACTOR EXCEPT n-rosE SIGNS SPECIFICALL y SHOWN AS EXISTING TO BE REI.OCA T[Q OR TO REMAIN. 19. (IF NECESSARY) 'MIER£ R4-7 SIGN AND OMt-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT 1110£ MEDIAN NOSE, n-lE R4-7 SIGN SHALL BE 18'X24' AND n-lE OM1-J OBJ£C T MARKER SHALL BE 12'X12• SPECIAL NOTES CARLSBAD MUNICIPAL WATER DISTRICT NOTES 1. WA T[R &, RECYCI..ED WATER MAIN AND APPURT[NANCES SHALL BE CONSTRUCT[O IN ACCORDANCE wtn-r n-rE 'CITY OF CARLSBAD ENGIN£ERING srANDAROS' (LA T[ST EDITION) VOLUMES 2 &, J. 2. n-lE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 11-IE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VAT/ON AND SHALL PROV/OE PROOF OF OSHA NOTIFICATION ANO SHALL ADHERE TO ALL PROVISIONS OF n-lE STA TE CONSTRUCT/ON SAFETY ORO£RS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL 'vcS ON EXISTING C.M. W.0, LINES, A PERMIT SHALL BE OBTAINED FROM n-lE C.M.W.O. OFFICE ANO MUSTBE S/GN£0 AND APPROVE:D BY 11-IE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND n-lE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSIRUCTION CONFERENCI! MEETING SHALL BE HELO A MINIMUM OF 7 DA )S 8£FORE CONS/RUCTION BEGINS. n-1£ CONTRACTOR SHALL NOTIFY n-lE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONS/RUCTION, TELEPHONE: NO. (760) 4J8-J891 FOR SCH£DULING. 5. n-lE CONTRACTOR SHALL NOTIFY n-lE CITY OF CARLSBAD ENGINEERING /NSP£CTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO Tl/AT INSPECTION MAY BE PROV/OED -TELEPHONE: NO. (760) 4J8-J891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN n-tE WATER LIN£ EASEMENT, ALL EXISTING TREES ANO SIRUCTURES SHALL BE REMO'vrO PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM n-lE DISIRICT ENGINEER 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL 8£ PROT[CT[D BY MEANS OF CAll-fOD/C PROT[CT/ON, IF DE'vrLOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSIRAT[S 11-IAT PROT[CT/ON CAN BE PERFORMED IN ANOn-tER MANNER, me DISTRICT ENGINEER l\1LL CONSIDER AN AL TERNA Tl',£ FORM OF PROTECTION 8. THE EXACT HORIZONTAL ANO VERTICAL AUGNMENT ANO m:>E OF MA T[R/ALS OF 71-f£ FIR! UNI LOCAT[{) BETW£EN n-tl! OfT[CTOR CHECK VALVE ANO BIJILOING SHALL BE DET[RMINEO 8Y 71-fE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WA T[R ANO RECYCI.E/J WATER SERVICES SHALL BE 1 • ANO ALL MET[RS SHALL 81! j" {UNLESS 011-/ERWISE NOT[O ON PLANS). 10. ALL WAT[R MET[R BOXES SHALL BE 17' X JO' x12· POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQIJAL 1'. MINIMUM SPACING 8ETW£EN POTABL£ WATER LA T[RALS AND SEWER SERVICES SHALL Bo 10 FEET. 12. n-lE TOP OF WA T[R MET[R BOXES SHALL BE FLUSH 'Mll-f THI! FINISHED SURFACE GRADE. 1J; CONSTRUCTION OF WATER MAINS AND RtCYCl.£0 WATER MAINS SHALL AOHER£ TO 71-fl! 'CRIT[R/A FOR TIii! SEPARATION OF WAT[R MAINS ANO SANITARY SEWER' PUBLISHED BY n-11! srATE OF CALIFORNIA'S DEPARTMENT OF HEALn-1 SERVICES 14. AXIAL DEFLECTION AT n-tE PIPE: JOINTS ARE: NOT ALLOWED. 11-IE USE OF A HIGH OF;FLECllON COUPLING AT A PIPE JOINT MAY BE PERM/TT[D BY n-lE INSPECTOR ON A CASE BY CASE 0ASIS NOT TO EXC£EO 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGR££S/EACH GASKET). USE CERTA/NT[EO 'VIN't1. -IRON' H.D. FOR C900. n-lE FOLLOl\1NG NOTES ARE PROV/D£0 TO GIVE DIRECTIONS TO n-lE CONTRACTOR BY TIIE ENGINEER OF WORK. n-lE CITY ENGINEER'S SIGNATURE ON 71-fESE PLANS DOES NOT CONST/TUTI! APPROVAL OF ANY OF n-lESE NQT[S ANO n-lE CITY MLL NOT BE RESPONSIBLE FOR TIIE/R ENFORCEMENr. I, n-lE LOCATION OF EXISTING UTILITIES ARE /JASE ON AVAILA/JLE R£CORO INFORMATION, CONTRACTOR SHALL VERIFY n-lE: LOCATION ANO ELEVA T/ON OF ALL EXISTING FACILJTIES {ABOVE GROUND AND UNDER GROUND) WIT/-1/N TIIE PROJECT SITE. 11-/IS WORK SHALL BE P£RFORMED SUfflCIENTI. Y AHEAD OF CONSTRUCTION TO PERMIT CITY APPRD'vrD R£VISIONS TO n-lE CONSTRUCTION PLANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONFLICT 'Mll-f n-lE PROPOSED WORK. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTIIER UllLITIES ENCOLJNT[RED PRIOR TO PROCEtO/NG MTli CONSTRUCTION. 2. ATTENTION IS CALLED TO n-lE POSSIBLE EXISTENCE OF On-lER UTILITY FACILJTIES OR SIRUCTURES NOT SHOWN OR IN A LOCA T/ON 0/ITTRENT FROM 11-fAT SHOWN ON n-11! PLANS. CONIRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROT[CT n-tE UTILITY LINES, FACILITIES, OR STRUCTURES, SHOWN AND ANY 071/ER LINES. FACIUTIES, OR STRUCTURES, NOT OF RECORD OR NOT SHOWN ON n-tESE PLANS, ANY PAVEMENT OR On-lER EXISTING SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE: REPLACED AS REQIJIREO BY n-lE CITY OF CARLSBAD ENGINEERING DEPARTMENT. J. SAFl!TY PRECAUTIONS ANO ADEQUATE BARRICADING TO BE IN FORCE BY n-tE CONTRACTOR AT ALL TIMES. NE/11-IER n-lE OWNER NOR n-lE ENGINEER OF WORK l\1LL ENFORCE SAFl!TY MEASURES OR REGULATIONS n-lE OWNER ANO/OR APPLJCANT 71-fROUGH n-lE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICEs, INCI.UOING SHORING, AND SHALL BE SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY ANO HEAL 71-f STANDARDS. LA~ AND REGULA T/ONS. 4, ALL LENGll-fS ANO DISTANCES FOR IMPRO'vcMENTS SHOWN ON 11-IESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. 5. n-lE DISPOSAL OF ANY AS/JESTOS CEMENT PIPE SHALL BE IN COMPLIANCE WITli ALL CURRENT LOCAL, STAT[ ANO FEO£RAL REGULATIONS. 6. n-lE WORK TO BE DONE SECTION ON 71-flS SH£ET LISTS n-lE STANDARD SP£CIF1CA TIONS ANO ORAl\1NGS USED DURING n-lE IMPROV£MENT PLAN/GRADING PLAN DESIGN, 71-fESE PLANS HA VE: BEEN PREPAR£0 IN ACCORDANCE Win-I n-lE CURRENT ED/710NS OF n-tE STANDARD SPEC/RCA TIONS ANO DRAl\1NGS IN EFFECr ON n-lE OA TE OF 11-IE SIGNATURE 13Y 11-IE ENGIN£ER OF WORK. . I "AS BUil T" DATE EXP. lD·W· 11 RE~EWED BY: Q 1. J. (Z J /o-/'fo1 PRIVATE CONTRACT ~croR ( DATE .--r--,---------r---ir--r---r-,-;:::::==~~===========~===:-, PROJECT DESIGN CONSULTANTS Planning I Land~cape Architecture I Environmental I Engineering I Survey 701 B Street, Suite 800 619.235.6471 Tel San Diego, CA 92101 619.234.0349 fax i----i-----i------------i---t--~--+---t I SH2EET I CITY OF CARLSBAD ~4 ~==--===E=N=Gl=NE::E::R::IN::G=D::E::P::::AR::TM::::::::EN::T:::::=:::'.-=Ll±_J==::::! PLANS FOR 11-IE IMPROVEMENTS OF': BRE88I RANCH VILLAGE CENTER t----+---+----------------+---1----lf----+----l I;::~::~: DA~-1tp:~ENGINEER INliNORMmillANII~:SSAKWWAR~~RR.l:.ic.'"c4646'1i6iss.----,oiiiATii:,EREi<r.QmS1RAiimiiT10Nil-r.,~;a;GNEDr.iii'ii-rl'lipwr-rssuiiiiR11EYiiN"""i---,-\J:?.:.!•17:':'•V~/A'-'-'A""!:>-'-'•11,1_.,i.,,,iJ1;..,;r_.,_4 __________ +-::-,-:c=-+~~-1-:,..,..,,=-1.,.,.,,,~-1 ~ 17 EXPIRES 12-'1-08 a~ RE,1EW, RE',!E\t. DA TE INITIAL DATE INITIAL DA TE INITIAL g:D BJ~~ PROJECT NO. DRAWING NO. ~l'f ~ 1' «, tt-1 ro7 ;11Jf rJS CNG1NEER o,:-woRK REVISION DESCRIPTION OTHER APPROVAL ciJY APPROVAL RVl'ID BY;~-CT 06-24 452-9 J.N. 3219 · . i ' . I R/W IJ' to' : . I. -- Cf / ' \ ._ . I c, • f, . • • ... J2' 19' 12' ARK/ .J1 64' J2' 19' ,2· EX. STRUCTURAL SECllON PER 000 NO. 415-JB R/W 1J' 7' 12' UNDERCUT PER fl(; i:..S-W1?.!...._EX-.-!-., W-TR_y,_~ SOILS ENGINEER'S (C-gOQ) RECOMMENDAnON EX/811NG RNNILA PLACE EX/SllNG PER DHG NO. 415-JB FROM STA 1+75.85 TO STA 4+86.25 M~fflJ flfllfl'·,Niixsc.,A~~o JO' zq I 60' 80' 20' OERC/Jr ,,,...,_ SOlt.S £ii¥;/!(_,_ s R£a!NHEN~rtc,i EXJ$TING BP.ESSI RANCH WAY 'f)<ISTf/,l&PER CNIQ. Na 400-84 4011-tc Fl?CH 67A. 14+20 "kJ 1814!) N<n n, SCAL6 7'' ' R/W 10' R/W ,f' cPNTl<iU<>US P.C.C. · 5{()6WAJ.Jt-(T(p.) 2.:t 411 f!C.C. 51 (,0' JO' 30' 131 11' 11' S' 7.S' 7' ' f()' VEI. ~(. 1fl/JC7U~ HYOAA>lr SEC7/0II ~ PW' Pl.NJ ii 2% ~ ~ iJ\ ~ -"'I "' 7' 71 101 71.' 3(/ 10' ~· R/W S.5' _.,,,,nUCTURAL. SEL710NPER PtNI 2% =-- 11 ,,, o' 'l' 1' 51<>RM 5E1MR ltEcfCIJD ~ '{>AAIH W.QE,ll. (ow-.H.,4IJO-IO) l~) '"' EXISTING GA7EWAY ROAD e'J(/S1(/J6 .¥k ~'%~ i 4CC-Br> MINIMUM TPl<,FF(e. /HOEX = 1.0 47' 31' IRE HYDRANT PMPl>N .. -8'1' 3]' 5T/1El:7 Lll!,l1r- PER~ i1, zf,, -=--, m R/W 101 5.S' R!W s' R/fl 4.S' STREET LIGHT PGRFl,4,11 ti''m , " T"f PII "Gl CU tf GIJ17ffl a' MEIWDl5PJIJ(i, P.~. TRAIi. --EXISTING EL FUER1E S7RE'1 t#STI/IG PER Pl'(;. }10. 4«J-8& ~ ffES/ ~L. S c:, ">~ Y- -% 3 No. 46166 ~ xp. 12-31-08 FROM S1A-(6-100 TO tl-100 ~ fflOH Sl'J\. 47tOII TO SH~ NOT TO SGliio HIIIIMVH ~FFIC. IH{Jef;:6.0 PROJECT DESIGN CONSULTANTS Planning J Landscape Architecture I Environmental I Enginoering J Survey 701 a Street, Suits 800 613.235.6471 Tel San Diego, CA 92101 619.234.0343 Fax . . .. I . - c<.\'3 J. t ~ No. 59,8 Ex.I) (£·20; I, OFc . "AS BUil T" EXP. ,. 'f•Of DATE lp•e,!)-11 l-----l---+---------~-+---4-----1---1----11 SH3EET I CITY OF CARLSBAD ~ :==='---===E=N=Gl=N=EE=R=IN=G=D=E=P=A=RTM=E=N=T =='--.'.:LJ.±_J===; PLAN$ FOR THE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER c,v1'- R.C.E. 3jo81 ENGINEER EwJ'i0/08 nioimiilLSAKiiRA;ltcr~r-7iAJERf<iim'iioN1DEliGNEiiTPi1njiivo,f---::c7c;c;;;-l-:~~-~D:;,· (,,~. µ.2~~5~-'...'l?,!2':\l\!.'1'::1·;'(i:,'3!,_ ________ ---l--=-c~---l---,,..~--,---J.~~-k~c-l ::re-'=-,-:=-=....=---=---=-=-=-=-=.:;";=::::::::::::::::::==::;-;:=::::::::====; NOR L ARA. .c. -u;,s DATE Rl:GISlRAllON DE~GNED PY SURVEY OWN BY PROJECT NO DR () ,I EXPIRES 12-J1-0ll BY: RE',!EW: REIM:\\\ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:L,_ • AWING NO. -?.tor.--✓ A.F:fA«-., 1-!l+ r,J.f ENGINEER or WORK REVISION DESCRIPTION omm APPROVA ciTY APPROVAL RWID BY:~ CT 06-24 452-9 J.N. 3219 . }010110 r \ EX 8" OWG. N m I I I PROJECT DESIGN CONSULTANTS Phmning I Landscape Architecture, 11::nvironrnental I Engineering I Survey +-+-+--+-t--t--l--l--1--l--l--l--l--li.......-j--l-J-··l--t--t--t--l-l--,_._,__1----,1----,---1c----,c----,--1--1-1-m,• .. -·+-+--,__t--1--1--1--1--l---1--.,. . .i.-_,___,_ +-t--t--t--t--f---l--1---,l---,r-lr-lJ--...... . +-t--+-+-l---1--l---1--1--1--1--.......... +·--1--1--1--............ .. f-+-+-+-+-l-l-l-l-l--l--HHH--l--l--l--+--1--1--1--1--1--1-+-+-+-+-+--+--+-+-+-+-+--·--+-+-+--J--1-----1---1 .. -• .. ~ -····· ···· ,_.)..__.)..__.)..__'--......... . J--1--l---l-""'"" .......... . l-t----11--t---t-f---+-+-+-+-+--+---1--+---l -+-+-+-+-+-+-+-t--t--l--l--l--1--1--1-•l---1----I•-··· · ... ... """j l--+----1--l--l--l----+---+---+---+---+---+--'---+--.... ,, .. l------1-·+-+-+-+-+-+--+--+--1--1--1-..... . +-+--+--1--1--l--••-.-· {-+-+-+-+-t--t--+--1-rnn••••• ·l-t----1-1----+--t--t--+--+--+--+--+--I--I--I---I---I-......... , ... ,---+--+---+---+---+--+--1--'-.1---1--+--_j__+--'--'--'--'---' i I !-. -+--+--+--+--+--+--+--+--+--l--l--l-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-1--1--1--1--l--1-l---l-.. I , i l-->--l---+-·>--1-·l--1--l--1--1--l---l>--l>--l>--l--l--l--l--1--<-· .. ····· '"'"'"'·'-'--L-.J .......... . W1 N85'40'J8'W -----10.86 8" PVC CL4SS 200 550 CAUTTON: N85'46'52"E -----139.57 6" PVC Cl.ASS 200 550 TH! LOCA nON OF EXISTING unUTIES ARE W2 S;WJ~_:N~48--_'::40~•1~r=w--+_-_-_--_-_+-_:2::· 8~.1=-J -~8~"_:P_:VC".__::Cl.A:'.'.:'.:SS~200'.'.'.-f _ _:5:::5:_0 ----j~ BASED ON A VAILABI.E RECORD INFORMATION. r; CONTRACTOR SHALL VERIFY THE LOCATION W4 N86'52'JJ'! -----9.57 6" PVC CLASS 200 550 ANO UEVA TION OF ALL EXISTING FACIUTIES (ABOj'EGROUNO ANO UNDERGROUND) WITHIN W5 NOJ'07'27"W -----90.52 8" PVC CL4SS 200 550 THE PROJECT SITE THIS 'NORK SHALL BE ~ N19''B'41 ,.,. 4 2a 8• PVC ''"SS 200 .,,, PERFORMED S/JfflCIEN IL Y AHEAD OF ,., ~ -----,.,_ v "'-"' ,.;,.;v CONSTRUCT/ON TO PERMIT CITY APPROVED W7 N70'2l '/g"w . •, 6J • VC . REVISIONS TO THE CONSTRUCnON PLANS IF' ,, -----,,.,,, 8_ P Cl.ASS 200 A 550 ACIUAL LOCATIONS AR£ FOUND TO 8£ IN f\a N19'J8'41"1! _____ 1Z10 2•.b.1<r}1Afl,.~ tp::,550 CONAJCT WITH THE PROPOSED KORI<. ._~~-CONTRACTOR SHALL NOnFY ENG/NffR OF N70'21'20"W _ 2 00 2• .,, ... ftp 550 'NORK OF' ANY CONAJCTS OR ANY OTHER '. . ' ununES ENCOUNTERED PRIOR TO N19'J8'41"E -----14.95 6" PVC CV.SS 200 !$50 PROCEEDING WITH CONSTRUCTION. w•1 N70'21'2J"W -8JB 6" PVC Cl.ASS 200 550 PR/VAT£ WAT£R DATA NO. DU TA OR BRG. RADIUS (F'T) LENGTH (FT) REMARKS WATER ZONI! N70'22'JJ"W 19.64 2" PVC CU$$ 200 550 N19'J8'41"£ J1.9J 2' PVC CLASS 200 550 NOJ'07'J4"W 4.D9 8" PVC CLASS 200 550 -PR/VAT!! SE'M:R DATA NO. DUTA OR BRG. RADiUS (FT) LENGTH (FT) START /NV. ENO /NV. SLOP£ START COVER ENO COVER REMARKS @ N21'J8'22"W ® N66'J8'22"W ~2 NOJ'07'J4"W ~ 47.44 f00.4& 51.J7 J99.J9 4.09 J92.10 4~A{9 J.~ <., •. '1<.i -v ~ ,l~t}' 6" PVC (SOR-JS) . 6' PVC (SDR-35) 400,42 2.00% 10.11 ~ IL 8,ol , 6" PVC (SDR-J5) J92.22 2.97% 9.94 9.B!J 8" PVC (SDR-J5) "AS BUILT" A.:A RCE tzl 2-ef.> REVIEWED BY: DATE EXP. <.i-be· II ~· 0 11 /J.I PRIVATE CONTRACT'· ~CTOR ,,J-~--lo 11l'fii DATE ! ' l-----t--t-----------~-+-----t-----l----ll SH4EET I CITY OF CARLSBAD ~4 :===-===E=N=G=IN=EE=R=IN=O=D=E=P=A=RTM=E=N=T =::=...:L!,±_J==::::; PLANS FOR n-ui: IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER . ~A~P~P~RO~V~E~D~: D~A~V~ID(~tJ~H~A~,~~ .. ~~~~~~EXP~2.~IR5~~~°7~~~3;~/'~06~ n iioiiiii;NCS:WiRA;lm:;lm.----,im"Rffiru~1niriilii'iilT--.,,--rsiioo'7-I--=-..,.-=-~-j...:l-:_,r,j"if,='tf;;fa::i'e~f~~~~~~~~~~~~~~~~~~~~1~~~~1~~~~t~~~~t~~~j _K_· .• c_ .. • __ "___ ---"---~ foAJf-NORMAN ~ SAK.IRA, R.C.E, 16161 DATE REGJSTRATION DESIGNED PM SURIO ?,n,c, /A ~ • ~l.,1':, . r /'H ./ JJ I EJG''"'' ,2-JH>a al! ....,EW: RE',1EW: DATE INITIAL DATE INITIAL DATE INITIAL 8m<'oBJ¾-~ PROJECT No. DRAWING No. 701 8 Street, Suile 800 619.235.6471 Tel San Diego, CA 82101 619.234.0349 Fax -/vCl,,,,_7' .,.,Jtk/1«...._ IZ-/7·tJ7 (11-1-NS NGINEER OF WORK REVISION DESCRIPTION Oll-lER APPROVAL cirr APPROVAL RW/0 BY:~ CT 06-24 452-9 J.N. 3219, . ,. -t---i-1--f--t--+--,, i ·I--+--+--+--·t---+---+--+---+-·-- --+-f--+--+--+--t•· o,,, .. f--+-+---+--+--+ -+---l-f---1----+--+-------i I . 1--1-+--+--+--+--if--f-+--j--+--f--i-l--f--t--+--+--i--l-f--t-- -+--+--1·· ... ··-··· ... ,., .. , ..... , ... ,,, i I· -.. ·f-+--1 i --,,--+-+---+---+--+-- . t \ l-+--4 ·--·+---+-~--+--+-t--+--t-~ +·· . _ I --1-1--1--t--1 , i .. t·· ''' · .. ----1--------.. •-'•• --1----------•-'•• ----+-+--+--·· 1 I i >--+--+--+--+--+--ti--~·-..... ,. 1-f-+--+--+--+-t---+--+-+---+---t-... , -· ,.+--+--+--+-+ ·····""" '' ... , .... ., -.. , ... ,., ..... i ..... . .. ---.. ,. 1--+---t-.... -, f, .. , .. , .. , ·I--·-·· --l-l--f--t--+--+--+-l-f-+--+--+--i---11-+-+-+--+--t---i-l-+--t--+---+-+-f--+--+--+-. . . , ..... -"., .. --·--· - . ·-·f--+--1--+--+--+---lf--~-t---+--+--+--t-+--+--+--+--tM""-t--t---+--t· ··-· 1--f--t--+--+--+--·-. _,I·-----·--·-.. i .. -· ....... -............ , ->--+-+--+--t p \ SEESHEETB WATER DATA S£1ID1 DATA 16,900 SF FF= 407.0G . PAD = 406.25 I . , t·. --+--+--+---,,--+--., , . I ' . i "" . : i .. ,, ... ,.. i ' . -+--+---I-...... . PR/VA TE SD'rfR DA TA • I i i f--+--+--+--+--+---lf--+--t---+--+--+---1-l--+-+--+--+--+-f--+--+--<········· l--+--+---+--4· -+---11--t---t---l . ---l--+--+--+--+--+-f--+--+--+--+--+---11--+--t---+--+--+- +--+--+--+-+--+---1 ... --·f---f-+----+-+--if--f-+--t--+--1---J·--+-+--t--+--+- ,8 ; PVC -9hn .58.15 L, , 0 1? 0,.,. ' ! I jt;., ..,. .' .... ·--1 SEESHEET12 I \ GRAPHICAL SCAL[ SCAL[: 1" = 20' .. .... -· .. . ........ ---,.t----t--+-- 'J90 NO. DU TA OR BRG. RADIUS (FT) LENGTH (FT) REMARKS WATER ZONE NO. DU TA OR BRG. RADIUS (FT} LENGTH (FT} REMARKS NO. DU TA OR BRG. RADIUS (FT} LENGTH (FT} START /NV. END /NV. SLOPE START COV£R END COVER REMARKS .,, NB6'52'54"E 177.52 12• PVC CLASS 200 ••J N41'52'54"E 25.46 12• PVC CLASS 200 ~ N86'52'54"[ 25.87 12• PVC CLASS 200 W,5 N86'52'54"[ 247.44 12" PVC CLASS 200 . . ' CAUnON: THE LOCATION OF EXISTING UTILJTl[S ARE BASED ON AVAILABLE R[CORD INFORMATION. CONTRACTOR SHALL VfRIFY THE LOCATION AND ELEVATION OF AU EXISTING FAC/LJTl[S (ABOV£GROUND AND UNDERGROUND} 'N/111/N Tl/[ PROJECT SITE. THIS WORK SHAU BE PERFORMED SLJmC/ENTL y AHEAD OF CONSTRUCTION ro PERMIT CITY APPROV£D REIAS/ONS ro THE CONSTRUCTION PLANS IF ACTUAL LOCA TIDNS AR[ FOUND TV BE IN COIIFL/CT 'MTH THE PROPOS[D WORK. CONTRACTVR SHAU NOTIFY ENGINEER OF WORK OF ANY 7:0NFUCTS OR ANY OTHER UTIL/TltS ENCOUNTERED PRIOR TO PROCEEDING 'N/111 CONSTRUCTION. • 550 N86'52'54"E 180.50 550 N86'52'54"E 77.19 550 11)6"J() 'I I'£ 58.15 550 .. 8" PVC (SDR-J5) 8" PVC (C-900} ti' PYC {C ·JOO) PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Environmental I Engineering I Survey 701 B Street, Suite 800 619.235.6471 Tel San Diego, CA 92101 619.234,0349 fllX 21.61 J98.15' J90.59' 35.00% 6.96 14.91 6" PVC (SDR-J5} "AS BUILT" .lie. kA 't-1-Pf RCE ~ZS!:> EXP. <c·?>o· II DATE REVIEWED BY: PRIVATE CONTRACT I ECTORU ~ 1J. g,.1_ Lo·&·rli DATE t------+--+------------+--+-----il----+---1lsH5EETl~c-1_TY_o_F_c_A_RL_s_s_A_o~fsHEml4 __ ENGINEERING DEPARlMENT L..!ij p.D. e, /2 ft.DD MA~.f(J:,HD\/1:, f l:J:-!>r..Rl/1 CE I, 000//FQC. ~/Zflt6 t'.,v,,/ 1/7!0' ~ti!· DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ·CITY APPROVAL PLANS FOR THE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENJER OWN BY:~. 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CONTRACTOR SHALL NOnFY ENGINEER OF WQRK OF ANY CONFLICTS OR ANY OniE:R ununES ENCOUNlfRE:O PRIOR TO PROCEEQING Wini CONSTRUCllON. . , . . 10 f--,-., ..... !'l1 ' i-bAN ~I Tl 1,J / ..... , i ~ .. ·········· ·••·. ·1---1--11---l-1· .. .... . ... 1----1----+-l---+-1--+--1·· ....... ········1--11--l ·, , ·., ~;--~.r: f"' .G . . . .••.. ! ~:,-.... -+. :.:-:;:_:_-··➔-···_·· ,_·_,_· ~:-=-.~-_:___, _,___.,___,__--1--_,__,__., ....... . 1--J--f--•. . .. l .\!a. ·····••·'4--+-+-t---'-1,"-'-+-+-J ·-+-+--!----f-----1--i--+-+--i--+-+-~ -I ... z··· ,._ . .·~ ... +-,--+--l--1>--+-➔- =·~·: =:=:=:=:=:=:=:=-'-j .... ·~··-'--c-.. '---'---·•_· ,_··~·-L-_,,·:=:~--'-· .. :. __ -'--"--'······.·.:• =-•~j_ .. ,-_,_· ___j__L__ ~ ·-'---1 ·- 16+00 20 ·40 60 ' . PROJECT DESIGN CONSULTANTS GRAPHICAL SCALE: SCAL[: 1 • ~ 20' WAlfR OATA NO. DEL TA OR BRG. RAO/US (FT) LENGni (FT) REMARKS WA lfR ZONE: ( W19) NJ6"J0'11"E: ( W20) N5J'29'49"W NJ6 'JO'tl "E: N5J'29'49"W NJ6 'J0'11 "E: (W24) NJ6 'J0'11 'E: N48'49'44"1! NJ9'J4'44"E: cwm NJ079'44°E: N20'47'05"E: 195.65 8-28 2.00 -1.00 2J.90 6J.85 10.00 8.9J 57.JO 12' PVC CLASS 200 550 2'(f ~•a, I • " 550 "'. -~ ~ 2''. J ~-550 6' PVC CLASS 200 550 6' PVC Ct.ASS 200 550 12• PVC CLASS 200 550 12• SlfU• 550 12• SlfU• 550 550 550 'AWWA C200 W/ Ml.OED JOINTS PER W-J4 PRIVAlf WAlfR DATA NO. DEL TA OR BRG. RADIUS (FT) LENGni (FT) REMARKS WAlfR ZONE: , NJ6 'J0'11 'E: J.JJ 2' PVC CLASS ZOO 550 N5J'J2'06'W 1J.26 fl> 2• PVC CLASS 200 550 NJ6 'J0'11 'E: 45.66 f ./o f}c CLAS$ 200 550 (.W6) N5J'J2'06'W Jl.00 t b_J'VCCLASS ,100 550 SCl'rf:R DA TA NO. OEl TA OR BR(J. RADIUS (FT) LENGni (FT) Rl:MARKS NJ6 'JO'II 'I( -----{EID 8' PVC (C-900) N8778'25"W -----ffi 43.111 8' PVC (C-900) 71.511 8' PVC (C-900) N20'49'26"[ 44.50 8' PVC (SOR-~) > ,., ft/ P~ l-t,\~S '}.O"Jj . ~ . . "AS 8Ull l'1 EXP. 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CONTRACTOR SHALL NOTIFY £NGIN££R OF WORK OF ANY CONFI.ICTS OR ANY OTl-l[R UTIUTl£S £NCOUNT[R£D PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 10 20 40 GRAPHICAL SCAL£ SCALE: 1" = 20' I 1 -·--·---L~------~--,.,. __ --~ ---~· ~-. .__ __ ~.,~~-~-~ ---· '--- WATfR DATA PR/VA 7f: WA J'ER DATA _, 1-8" RfC. W7R, PfR NO. Da TA OR BRG. RADIUS (FT) LfNGTI-I (FT) REMARKS WATfR ZON£ NO. oa TA OR BRG. RADIUS (FT) L[NGTI-I (FT) REMARKS WATfR ZONF: --..... ,,,-Dl+U No. 400-88 .. , JO" RfC. W7R. PfR DWG. No. 4-05-88 12• PVC W7R. PfR D WG, No, 400-88 ( W31) cw N86-S2'54"£ N3'07'06"W N3'07'06"W N48'07'33"W NOJ'07'06"W N86-S2'27"£ N03'07'J3"W N86-S2'27"E N03'07'J3"W N20'02'4-5"E 194.93 8" PVC CLASS 200 550 39.50 2• COPPfR 550 39.50 2• COPP£R 550 8.63 8" PVC CLASS 200 550 41.80 8" PVC CLASS 200 550 8.28 5• PVC CLASS 200 550 2.00 6" PVC Cl.ASS 200 550 8.28 6' PVC CLASS 200 550 2.00 6 • PVC CLASS 200 550 32.82 2• COPP£R 550 61.86 8" PVC CLASS 200 550 N86'49'J8"F: 13.05 2" l'VC U45S JOO 550 (ft) N03'07'J4"W Jao1 2" PVl (LASS 200 550 N20'02'4-5'! 13.90 Z' PVC CLASS 200 550 Q!w N67"22'0J'W 49,26 2' PVC CLASS 200 550 / ~ .... ,_ -v---.----.---~~-----j ,-----, P.«1V.-r11 SEl+ER DA TA I NO. oa TA OR BRG. RADIUS (FT) LENGTH (FT) REMARKS ., l---+-----+--------+-------1--------1 ~ ® N20'02'4-5"F: -----2/J.1/l 6" PVC (SOR-35) ) l--------''-+-----+-----+-----1-------1 I ( W40) N69-S7'15"W 7.66 2" COPP[R 550 ;f: @) N3'07'06"W -----611.32 6" PVC (SDR-35) f--'-t-------+----+--------1--------1 ' ' SEESHEETB 13+08.06 W1R-D 13+07.61 W1R-C 12" X 12" X 8" FI.G 7f:F: & T.8 2-12" FI.G X PJ GV 1-8" FI.G X PJ GV W/2-2" MAR 12+96.61 17.44' R W7R-D = 12+90.62 11.00' L W7R-C S~ MH NO. 6 (PVC L/NfD) RIM 406.6/l ------ ( W41) NO. PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Environmental I Engineering J SuNey 701 B Street, Suite 800 619.235.6471 Tai San Diego, CA 92101 619 234.0349 Fax NORMAN L SAKARA, R.C.t 46168 DATI! REGIS"IRATION DESGNW /"1,,/ _ J I} J EXPIRES 12-31-08 iY: . ,r yCJI-,.._ ;e ~ I l.-1 '1-07 ,(1 U- PM RE\1EW: f<) s N20'02'4-5"E 2.05 2• COPPfR 550 fl' @) N86-S2'26"E -----197.79 6" PVC (SOR-35) - PR/VA TE SEl+ER DATA D£LTA OR BRO. RADIUS (FT) L[NGTI-I (FT) START !NV. £ND /NV. SLOP[ START COV[R £ND COV£R ' REMARKS N69-S7'15'W 32.29 405,35' 4-02.75' 8.00:f 5.09 5.97 6" PVC (SOR-35) N86-S2'27"E 34.50 402.58' • 401.87' 2.00:f J.95 4.4/J 6" P\.C (SOR-JS) N86-S2'27'£ 34.50 402,07' 401.JB' 2.00% 3.74 4.96 6' PVC (SOR-35) N86-S2'27'£ 34.50 401.63' 400.94' 2.00:f J.80 5.Sl 8" PVC (SOR-35) NJ'07'12"W 26.02 402,80' 4-00.72' 8.00:f 4.94 /l.85 8" PVC (SOR-JS) "AS BUil T" NJ'07'12"W 21.02 402.21' 400.5J' 8.00:f 4.9J 11,10 NJ'Ol'12"W 21.02 401.89' 398.11' 18.00% 5.10 8.42 6" PVC (SOR-35) RCE '?"l2fh REVIEWED BY: PRIVATE CONTRACT 1~c!~• fJ•'-lo•~!-: t-------+------lf--------------+-----1------1---l-----l I SH7EET I CITY OF CARLSBAD ~4 ENGINEERING DEPARTMENT L.!_±_J ;=:==::'.--========:::::::::::::::::::::::::::::::::=====~~ SUIMY RE\1EW: PLANS FOR THE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER APPROVED: DAVID A,,.tfAU,SE 1/ EXPIRES oe/J0/08 "t:,ef,UkX'10~f!fl.'"''A" Ld , ,.1,111 ~w ri.Fil11 <5vo JA..;'?r---7-/7/oa i-----+0-=--.--::--0.~--.+'';Jvr7,."',."'.,,."",,"'11,-."'f<."-"<.__....iii>en., ...... .llE~-l !5'~---l-.!.!~.!L.ll.£]!:!._--1--!!:l...!/.J!_.j__Sl3cl!J:.__j R.r.,P VII ~Nlic:....==~!iiJ::::~,:J DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL g~DBJ~~ QTI,ER Af'PR0VAI OiY APPROVAL RVWO BY:~ PROJECT NO. DRAVv1NG NO. CT 06-24 452-9 J.N. 3219 I • • ID+67.J5 157. 48' L CONNECT PER PLUMBING PLAN :;p; t"::::::=:j-~ -1:J-"'1--,1-''-"',.-,;-1. ---r• ~·-;j'.;'', +~lo+lfJJ6~. 1~J)_1~5Z~. 48~' Ll.c!!;WlRIB.;!C~ • " SIii? CO NO. 5 (PVC UNED) ~jl, :. RIM 407.11 IE J99.85 ,,p,:_ ,-----,_-,,. . ~ . . "'"-~ ,· ~ ~-·, :]·.,. . . . --. ; ~~ SHOP "D" 8,540 SF FF = 408.20 PAD = 407.45 10+J6.1J 91.98' L wm-c S111? CO NO. 4 (PVC LINED) RIM 407.01 IE J98.57 m WATER DATA NO. DEL TA OR BRG. RADIUS {F1) lENG1H (FT) REMARKS W42l NOJ'07'06'W 49.99 12• PVC CLASS 200 NJ'07'06"W IJ0.99 12• PVC CLASS 200 NJ'07'06"W 12' PVC CLASS 200 N86'52'27"E -- --JJ.86 2" COPPER W46 N86'52'27'E 2• COPPER W4n S86'52'27"W 25.00 6" PVC CLASS 200 W48) NJ'07'JJ•w 2.00 6" PVC CLASS 200 w49 12" PVC CIA$ W 12• PVC CLASS 200 SfWER DATA WATfR ZONE NO. DEL TA OR BRG. RADIUS (FT) LENG1H (FT) 550 NOJTJ7'06'E 119.55 550 NOJ'07'06"W 124.94 550 550 550 550 550 550 550 PROJECT DESIGN CONSULTANTS Planni'1g I Landscape Architecture I Environmental 1 Engineering I Survey ' i· . _·_ .•• __ i _: ·/· t ' , ...... t--+--+·, .. t :1 ___ ·..JIL··_··:+--.-··:=·:· _·_·+·+-···_,_-!+---=-·:·_··+--·-·· +---·+··=:=::::~.;..l1-=-:-=-:1·_···-+-·····~l=:l-... --.. :::=~=~·-=··~---f-·_·_··~·-l··:•V_·-I··+-,_-__ ++----·-+·+-~- ,, r~ ------1 ---,. ____ -··--~ ----~·-····· ····-r-· --------~ -·" t--<f--1---o•• •• ------·~· ---·"· .. ---· -------··--•-,. "-t--<f--1----1--<+-•--+-+--+----+--- ,. "'·-----. --+--+-+-+-+ ., r'~·· ,--+-+-+·'"-""'"''"·-+-+--I-·----:-,,--~ -+-+--t-·t--+--+-+-+-·+--+--+--+--+--1-t--+--+-+--+---t---+--+---+-+----l-··· L --------! REMARKS 6' PVC (SDR-J5) 6" PVC (SDR-J5) / / PRIVATf ScllfR DATA NO. DEL TA OR BRG. RADIUS (FT) lENG1H (FT) START /NV. END /NV. S/.OPE START COVER END COVER REMARKS P1 NB6"52'54"E 64.00 iP1 NB6'52'54"£ 77.7J NOJ'07'06"W J7.JO 45.28 N86'52'54"E 19.10 - J99.85' J98.57' 2.00% J98.57' J97.02' 2.00% 401.54' J99.89' 401.11' 400.05' 4.00% J96.72' 7. 00% J95A4' 29.69% PtlYATE. FIIZ.E DATA 012-/l,wlti., LS!J&11-I ~MAfJCJS I I • ~ N =• o7' ,.,:w ® N~<S:z'9-1'e - (ffi (F-r) - ,,: P1iv CvM!h = } (J' P\lv c.t,p,;;,;; zoo I <, •. f\k,, c,/.,IJs, ZOo ( A • PRIVATE CONTRACT 6.81 7.91 6.0J ps 6.00 7.91 8.94 6.81 9.82 I0.6J REVIEWED BY: 6" PVC (SDR-J5) 6" PVC (SDR-J5) 6" PVC (SDR-35) ] • I . . . 6" PVC (SDR-35) 6" PVC (SDR-JS) •As BUILT" EXP. lo • i,o..-II DATE ~ 'l), ~ I ECTOR} /O ·/'t-o1 DATE ---------------<>----+-----+-----+--415iifEr7 CITY OF CARLSBAD JSHEETSl4 ~ ENGINEERING DEPARTMENT L...!i_J ::====--================='--===~• PLANS FOR TI-iE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER -~~ii~j~p·~0~·0E·=~/ .. ~~u..i~-~e,~~\)i'/;i1'.7i~~i~ii~i~~~~;~ii~~~~~j;~~~~t~~z=i;~~iitii~~ ~::::::::::::::======:::::;=======::;:::========~ 701 B Street, Suite 800 San Diego, CA 9210, 1--~t,.!oA M~ If l('.Ev'ISECUl<B. BtJILDI'14FooTPK!fJT. Sf()fi(J-1 Dl¼ltJ, /,1 --~ e,,,,J 7rr,·t: ' I APPROVED: DAVID a,s~ 7 EXP..Ff~1/;ros I ~ 619235.6471 ~I 61923403~~ Fax ... ~~~~:.:~~~~~~KESf'lt\/lCl: · _ · R.c.t. 33081 otPOTY a il'ENGINtffi ~.L _ rlimi ...... U:,ANif'LLSAKl>MAM.iRA:"R.RJC.:I~:l .. isl16666--, .. ;;;1EiEiREiiiQ;;,iiii,oiiA TiiiiON<liiiOEsii~GN><iEDrnl-,.....-,,1URmVEY'Yl1--,,D~A"'TE,,..+.,,.IN"'ITI,::.A:.,L+=.!::'..''.=..!==~:.Y.';==~!....!!:~L.---+...,D,...A,.,,TE~I-IN_I_TI_A_L+-,,D-,A __ TE......JI-IN-I TI~AL-1 DWN BY:i~· PROJECT NO. DRAWING No. • /"'>?_ _ 17 ~ OORES 12·3Hll! l't. IIM:W: 11E10, CHKD BY /~.✓.ddu.•-. ft.-11-07 1'1H-NS. NGINEEROFWORK REVISION DESCRIPTION OlHERAPPROVAI CllYAPPROVAL RWIDBY: CT06-24 452-9 • J,N_ 3219. :011708 I i ! ! . •I/ . 1: 'i: ,. \ I , ' , ............. --+--+--""""""l"'-:'· ..... , .... --I-+-+--+-+--, .... , ..... I·······•·•" ... +--+--+--+--+---+--+--......... ,,.. ...... . " ...... . -+--+--t--J-i1"""'I" .f--t--t-+--"''"'"' "'" "'"' ......... , ... _ -+--+--,,, . .,, l--+--+---1--+--.f.--, ,., ,.,., , ,,. ., , ""'""', --+--+-+--+---t-+--t--+--+--+--+--+-, .................... ,., .. , ......... ,._,-+--+---+---+--+--+---+---', ....... , .. ,_-+-+--+--I-1-+--+--+--+--~ +--<e-+·•·· ... ·· ,,. ·· ····+--i---1--J-l--ll--ll--l----l----1----1----1---!...... ,, ...... 1--1----1 ........ Jl--1--1 .... , .... J-J-J-t---it---it---it---i""'''"''i--1--t---it---i--1······""" ......... " .... J. ,.., .. ·-+-+-----1----+----I--1-----1----+---l--4---f---1--1----'I----' 13+89.51 1<-6' PVC FIRE CONNECnON 1;.,6' GAi!" VALVE" , 13+89.51 11.97' R 6' PVC 90' BEJID 13+87.51 11.97' R Docv I roe 0 10 20 40 GRAPHICAL SCALE: SCALE: 1' ~ 20' l +--+-+--+--t---i ... ,. ....... ' ..... ···••I--1---1 --l---4--1-----l---i -..... , ...... , • • •• • • • •. ,!., .... ,. ' t--+---+----+----+--t--1---1---1----'l----'f---.. ··•·•· I---1---4---1••· ...... ......... .. ...... 1----1---1---1---1--1--1 .................... 1---1---4- •l-+--+--l---1---1--l----'l----'l----'l----'--1--I--I--I-+-+-+-+-< ...................... . .1--4-----' ""'"'" " •I•-" ··+-+--1--1" '"'' ""'"""""""'"' • .......... 1--4-4--1---1--,___ ..... '"'""'''" f-+---t--t--t--t--t-+--......... . •·l--1---1---1---1--l--1---l---l--i---l--l .......... ·······••I---1---4- l--+--t--t--t--t--t---1--t---it---i . ·+--+--1--+---t--!--l---t---t---l---1······ I .\~-l---l---l---l--l---i---i---i---l--l--ll---i----1----1----1----I-I---!---!----l-----l-----l---l---l--\.-\.---+--+-+--+--+-< ............ ,. .... · ••l---"1---1---. ., .. ,... l--+-+-+--'----' .............. ... 16+79.11 22.60' L CONN/::CT PER PLUMBING PLANS . ..... , .... ! . .... ......... .. ............................... C--<--. t--+-t--••""· .. •· ...... 1----1---l-+--•l----+--1---'--'-1 .. , ....... . 1----1--l--l--1---I • -· .... .. . ........ -+---t----+---+--+---+-+-+--+--+-I l--t--t--t--t--1---1--l----ll----'1----11----'--l--l---+--1---+-1-----i-----l----'"·••···· .... t-+--+--+--+--+-- l--t--1---1-----1 ... . __J___J___j____J_ -+ -· -+--+-+---1-----1. -·-· . ---1------1-------+-+-+-+----1-----1-----1-----+ ---·-1---···---_ _j____j____j_ _ _j_ __ l---+--+-. ---+----1---1---1--1----l---l--- ' .. 1---1--1---1----'l----'I----'-.......... +·--+---'-, --'---1 1----1----1---+--I --1-----+-..\.--i---<••-1---'---l----'---'---'---'---'---'-....l --.f---!---1----1---l---l---l---t---+--+----+----+----+----+--+--+--+--1 ·····""· · ···· .............. · -l--+-+---+----f···""'·· l-l---1---l---l--ll----'l----'--l--l--l-+-+-+---1--+-I ••········ .. . . . .. 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St.OPE START COl![R ENO COVeR jGul sJv1·12·E -----,( .30.0~ 401.29• ljj9!:>~' 1-==--+--------1----+1-----4-l----- 11.13 lG15I SJV7'12"E -----26,1'P • 401.44' I G/61 S3'07'.12"E -----2a1'P . 401.47' >J96.2.()' 1-==-+-------'------l----+-'>----~--- 5.95 1 Gill SJV7'12'E ------p:11,, 401.34' ,'39,_5, • t7.'IB7, I' 6.08 > 10.4'1> ~,~ N3v1·12·w -----?P:1i;, 400.09' 1.~395-.t,I • f--'",,L__.J--------+---1------JJ ........ __ ___jJ. __ _ I G/81 S53'29'49"E -----> ;18:1'1 . 401.44' > 39Z24' 6.16 /4 45?-" I 6. 04 17 r,_.10 > 9.14 ~1ey S53'29'49"E -----~ 2$.,, . ., 401.46' j G/9 I S5J'29' 49"! 401.49' • 398-'11' IID-~I, 6.00 REMARKS 6' PVC (SDR-35) 6' PVC (SDR-35) 6' PVC (SDR-35) 6' PVC (SDR-35) 6' PVC (SDR-35) 6' PVC (SOR-35) 6' PVC (SOR-35) 6" PVC (SDR-35) WATER DATA NO. DELTA OR BRG. RADIUS (FT) LENGrn (FT) REMARKS WATER ZONE N86"52'54"E 162.98 12• PVC CLASS 200 550 N03'07'06"W 20.66 2• COPPER 550 SJV7'06"E 11.97 6" PVC CLASS 200 550 S86"52'26"W 2.00 6" P\-C CLASS 200 550 NJ6'30'11 "E 150.78 12' PVC CLASS 200 550 ( W56) N5J'29' 49"W 14.16 2• COPPER 550 2.00 2• COPPER 550 S53'29'49"1! 15.12 6' PVC CLASS 200 550 (W59) NJ6'27'55"! 2.00 /J' PVC CLASS 200 550 PRIVATE: WA/ER DATA NO. DEL TA OR BRG. RAO/US (FT) LENGrn (FT) Ra/ARKS WA/ER ZONE N3'08'09"W 2.00 2' PVC CLASS Z 00 550 illm N86"51 '51 "£ J0.59 2: PVC CLASS 200 550 NJ'Ol'JJ"W 12.60 2" PYC CLASS ZOO 550 N36'28'56"! J. 10.:fa ' 2" PVC CLAS$ 200 550 !WW N53'J0'07"W 2" PVC CL,1$S 200 550 NJ6'29'53"£ 2" PVC CL~SS ZOO 550 N5J'30'01·w 2' PVC CLASS 200 550 ---. . . . "AS BUil T" PROJECT DESIGN CONSULTANTS Plannin9 I Landscape Architecture I Environmental I Engineering I Sun.iey 701 B Street, Suite 800 619.235.6471 Tel San Oiego, CA 92101 619.234.0349 Fax I'll REVIEW: NS REVIEWED BY: .r 1J. ('JI I ,, ltECTOR/~ lo•l't·o1 DATE 1---+--+-----~------1---1----i--+--~lsH9EETl. __ c_1TY_o_F----'-c-A_R_Ls_s_A_o__JfsHEfrsl4 _ ENGINEERING DEPARTMENT l_!±j PLANS FOR 11-IE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER ,,. u 1---1--_j,!,l?.J: Cdll.liC-T'e" u~,,.. ,•-· -,-_J,I,, -··• 1-,.1-,/11 6VI' APPROVED: DAVIO ~ HAjJ:,W,,..._ _ p_p.G 17..\ u..,2JJ11,,1c.. M,-r -- 1-:~c--.,/c:.: ,. 1()8-.¥~ M u:"--l'iA\,F-!'A=':' 11n,~ .. c!!e,,~uz.,.,..1roi,7.,-,-,-_.n17:1,-,, IA""'I'-;:. 1111!.-:-l-f-:-:--:: Al{,-.. it-=. M,.,-----+~-:c,/t-;,_ .. -._,---,+-W---,---l-1-,' 17c:-r:-/,l)-=-+-c1~-n. R.c.~. ::~ DATE INITIAL DATE INITIAL DATE INITIAL OWN BY:~ NGIN~ER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CllY APPROVAL ~~ ~{~ PROJECT NO. CT 06-24 EXPIRE3,,~~/08 2.frfr!!• DRAWING NO. 452-9 J.N. 3219 010710 071703 ......... , .... .l. ...... -·1····· •• -...... . +-+--+-+-+--··· .. ••' -- -I··· .. , ........ .. +--+--+--+-~+---+---i ---+--+-1----+--'-+-+----J.K v . 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RADIUS (Fl) LENGTH (FT) REMARKS @ NOJ'Ol'OB"E 173.61 6" PVC (SOR-J5) "AS BUILT" EXP. <o-"20-l l DATE PRIVATE CONTRACT DATE 1----+--+-----------+----+--+-------+e-------1 ~O CITY OF CARLSBAD ['SHEETSj4 ~ ENGINEERING DEPARTMENT L.!.±_j PROJECT DESIGN CONSULTANTS Pla.nning I Landscape Architecture J Environmenta,I I Engineering I Survey 701 B Street Suite 800 619.235.6471 Tel San Diego, CA 92101 619.234.0349 Fax OOIGNED BY, ,.t,1-U- SUR\EY RE>1(',i, 7/7~ I urll#f DA TE INITIAL DATE INITIAL DA TE INITIAL NGINEER OF WORK • REVISION DESCRIPTION OTHER APPROVAi Cl1Y APPROVAL ~===-.:::::=================::...'::::====: PLANS FOR THE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER APPROVED: DAVID A. H~SER.-d • ./___./ ~ If ~ R.c.c. :§:1 :m &IL:. DWN BY: CHKD BY~ RVWD BY~ PROJECT NO. 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CT 06-24 --:-:-- - -w ----1-- ◊ ◊ WATER DATA . ' . rn ◊ NO. DEl TA DR BRG. RADIUS (FT) LENGTH (FT) REMARKS (~O) N5J'29'49"W 228.40 12• PVO CLASS 200 PR/VA Tlf SEM:R DA TA ◊ ◊ WATER ZONE 550 NO. DELTA OR BRG. RADIUS (FT) LENGTH (FT) STMT /NV. END /NV. SLOPE START COVER ENO COVER . ' REMARKS N5J'29' 49"W -----84.75 J96.21' J94.51' 2.00% 4.J9 6" PVC (SDR-J5) 6' PVC (C--900) SP1 1 NJ7'57'28"W NJ6"30'11"E 16.02 > J9S.C/f;/ J96. rs,o' 4. 00% 4-1 ~ ' 6' PVC (SDR---JS} I NJ6'30'f1"E ---,--18.52 39~,fll' 2.00!'t (p. t,~ 6' PW (SDR---35) . 0 10 20 40 ~~1 I GRAPHICAL SCALE: SCALE: 1" ~ 20' 60 I PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Environmental I Engineering I Survey 701 B Street, Suite 800 619.235.6471 Tel San Diego, CA 92101 619.234.0349 Fax Nvnfll,'\R t. ~RA. R.C.E. 46168 DATE REGISTRATION DESl~EO Phf EXPIRES 12--31--09 8~ Rf"EW, ~c,,,, • .,, .. )(' ~◄-IZ-tT-tr>7 Mtf NS 1---+-l---+--+---1--< ,. ....... ,__-,f----< ..... ,.... . ........ 1-t---1----+l----+l----+--l--t--t--t--+--+·----t---t-! -+-+-+-+-+----+----+---+--+--+--!--t---i--1---1----+I--!·--"·"·· .......... ·~·- '-----'-----'--''--''--''--''--''--''--'--'I--'----' -.~_.__.L......,____'---'·----'----'--'----'----'--'--'~ _..___..___..___..___..___..___,_____. -~·-~---"----'-.....L... PRIVATE CONTRACT "AS BUILT" ~ ~ ?•t•01 RCE '5~2'"i'5 EXP. Co•to-ll DATE RE~EWED BY: () 11 (11. ~ECTORU ~ CITY OF CARLSBAD ~ t------t---t-------------------+--+--~--+--~L!.!_j,_____ __ EN_G_IN_E_E_RI_N_G_D_E_PA_R_™_EN_T_~L2±J DA TE INITIAL ~NGINEER OF WORK REVISION DESCRIPTION PLANS FOR TI-IE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER DA TE INITIAL DA TE INITIAL g~O BJ~~ OTHER APPROVAL CITY APPROVAL RVWO BY:~ PROJECT NO. CT 06-24 DRAWING NO. 452-9 J.N. 3219 > V'Tll·IMI ~ .. j 1: ! .. i 1 I . • 1 ·f-·-----. . .. ,. . .. , .. , ........ ·····-··--·+······ ·········I ............... . ·····I"··· --- J-+---1---t--,· ........ -···•• I--- -.............. , .. ---------------.,. --.. ,. . ... , .. -+---+---1-t---+-.. i·"'"''" ......... 1--------- ...... . ,. -···f····"'"""'"" ·-·••'-• 1--,--,--, Jt---,f-t-+----"----t---t----t-t-+--+---+---1-'---+-~--+--+--t-f-+--+---+-+---+---l-t---+--+--+--+--t-f-+--+---+--+--+---lf-t---+---+--+---+--t --·········+--'I --+---t---------·· -+--+--t--......... ········ ..... ···f-t---+-- --· •-' ·-... . . ............ ---+---+-- , ......• WAID? DATA NO. DEi. TA OR 8RG. RADIUS (FT) WIGTH (FT) REMARKS ~ NOJi6'22"W ~ NOJ'04'4fi"W <H'§D N86'52'54"E 00) S3'07'J4 "E N86'52'54"E -----/: 68.52 8" PVC CLASS 200 2• COPPER -------9'1-.43 8" PVC CLASS 200 24.14 6" PVC CLASS 200 2.00 6" PVC CLASS 200 101.55 8" PVC CLASS 200 {ID MAJOR ''B" 16,900 SF FF = 407.00 PAD = 406.25 ' 7 ~--- 1 _JL __ = r . -- 1 - ! .. .... j ' -;;;, -;;:-J_◄ GRAPHICAL SCALE SCALE: I" = 20' 60 I WAID? ZONE .. 550 550 550 550 550 550 SHOP ''E" 5,020 SF FF= 406.00 PAD = 405.25 . -·I ..... .. SEE SHEETS t-===•i=~~~~' ~~" ~~~~i"'~t::=:::_.,_,1r:~5=:~•r::-IJ+oo __ _ :.. -•r /ii 1i2· P' : WA7ER -,;c: ~ / / "'~00 00 IUT •• r.~ 12· PVC I 11· 12+55:44 WT-8 WA m? 1 12·x,2"x8" Fl.G TEE ' I 1 2-12" Fl.G X PJ CV -·----·--· ' -.. 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San Diego, CA 92101 619.234.0349 F2x nun;l,IAN L SAKARA, R.C.E. 46166 DATE REGISTRATION DE9GNED BY, DPIRES 12-31-08 ll..-17•&7 Mff .. SURVEY """"' I "AS BUILT" RCE ?92-fb DATE REVIEWED BY: PRIVATE CONTRACT lnRECTOR(J (1 1 ,_ 11, DATE 1---+--+-----------+-----+----1-------1---1 ~2 CITY OF CARLSBAD fsHEusl4 ~ ENGINEERING DEPARTMENT l_!_±__J DA TE INlllAL ~GINEER OF WORK • DATF INlllAL DATE INlllAL 1--"-'-'-'-'=-L=.:=+":.:..:..:."--'-"-".'-=:...j REVISION DESCRIPTION O1HER APPROVAi CITY APPROVAL ~:::::::.======================='....::::==::; PLANS FOR THE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER APPROVED: DAVID A;JAU~~ OWN BY: CHKD BY::;;;ey-- RVWD BY~~ PROJECT NO. CT 06-24 EXPIRE~S 05/J0/08 Z. ;,/01 " DRAWING NO. 452-9 J.N. 3219 i\~11i~i ' ' -' ~<;. '2':. .. . -- 1--~ -~ -f-f---+---+--f-+-+--i --··-+·--!---'f--,---+-·+--+-•·-J.--,+-+-+-+--+--+--+--+--+-4--+-. ...... . .. I: .......... ._ •-•·-~. . .. 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L[NG11-/ RADIUS oa TA REMARKS Cl 7.80 6.98 64'01'J4" 6" TYPE 'G' CURB C24 21.97 IJ.00 96"50'49" 6" TYPF: 'G' CURB C51 Jl. 71 25.00 86'25'J2" 6" TYPE 'G' CURB C9J 36.08 25.00 82'41'.26" 6" TYPE 'G' CURB C15J 44,27 16.00 158"J1'46" 6" TYPE 'G' CURB . C567 45.lJ J5.00 74"52'04" 6" TYPE 'G' CURB 0 10 20 40 GRAPHICAL SCALE SCAL[: 1" = 20' PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Environmental I E'ngineering I SuNey 701 18 Street, Suite 800 619.235.6471 Tai San Diego, CA 92101 619,234.0349 Fax NVO<MMI L SAKAsa, R.C,E. 46165 OAlE REQSlRA~ON DESIGNED BY: N REW:V!! ~~ ,t, Li¼◄• EXPIRES 12.-31-0BI f1H-/QJ S\JR\tY RE\'1EW: (fil P.o., · DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION [fil 40 PLANS FOR THE IMPROVEMENTS OF: BRESSI RANCH VILLAGE CENTER APPROVED: DAVID A. 'Y'}J.:, d__ EXPl~!W~~08 R.C,E. 33061 DEPli'iYa1v ~ER ---.oiT'1'JE..;+, ...J:L. DATE INlllAL DATE INlllAL g~DB~~~ OTHER APPROVA1 CITY APPROVAL RVWO BY~ PROJECT NO. CT 06-24 DRAWING NO. 452-9 J.N. J219 l l r Jj '~ ' . . ! l i f : I <, : "' .' . if:· . 'I . -.•.1·.·{ . . , ... , _ l i , ...•... , •.. t· ' . ' ' . ' ' . 'i J ! ' ' ' ' - ' I :H Ii I ' SIGNING AND STRIPING KEY MAP SCALE: 1•~150' := '====~]:-1-------) \'----___ _, I , • . I .-, ., I 'j .• ' ··• ·.t... .• , STRIPING PLAN: SECTION 1 R1-1 -·~-·-·---· ·--'--- SCALE: 1 •~20• "-.\---',.\----\-TYPE IV (R) THE:RMOPLASTIC PAVEMENT MARKING STRIPING PLAN: SECTION 2 I : ',; . < ' .. . . . < . SCALI!: 1 20 , . ' . ,. Rl-1 STRIPING PLAN= SECTION 0 SCALE:: 1"=20' IE t?/4 IE KEY MAP LEGEND I I SECTION LIMITS 0 SECTION NO. I .--···-·Lcj. -·· I 1·"~~ I, ·•.')':,,..__,.,.,, ___ . \ I L .... , l----r777m/ 0"'11 .. ~ .... _,.'//./ ;;,J. Rt-1 _/• _,,;; 00 /' )'l '1 e,-1-1,9 /~ 40"· 1/' I I I I I \ I ...--- ----1 ~ --,.--~ ·. ~~~~~;_-~ _,.~, ·--a.;~r, -~-----' 7.-< • ----< '<"J""< ,...,-:·~-- 11+00 J96.51 STRIPING PLAN: SECTION 4 SCALE:: 1"=20' , ~f,J. ru~ I ~:'f ~~ i CJ N·J. SS285 ~ ... ~ Exp !i>'¾I:'' \. ~-•c~!. SIGNING AND STRIP/NO LEGEND STOP --------Rt-1 (' ONLY --------R3-5R --------RED CURB CONSTRUCTION NOTES SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALL/NG ALL SIGNING AND STRIPING. 2. SIGNINGl. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUA ON UNIFORM TRAFFIC CONTROL DE\1/CfS (FHWA 'S MUTCD 2003 REVISION1, AS AME:NDED FOR US£ IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2008 OR LA TEST VERSION THE:REOF), THtS£ PLANS ANO THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC OORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DH!A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF OORK ANO PUBLIC WRKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE RfRECTIWi PE:R CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED Tl+u f\£EKS AFTER INITIAL PAINTING. SIGNING SHALL US! ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EOOAL). 5• ~~gRMJ~K,{JtfL V:THCfif~T1~CJ P~Ml1fifE1;jMPWjEVEM&tv1ffrrfviniffE%rJ:JfN:JLfNei RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONRJCTING PAINTED LINES. MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTl Y REMOVED BY TH! CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS. (D INSTALL 12" SOLID WHITE: THERMO PLAS77C LIMIT LINE AND "STOP" PAVEMENT LEGEND. NOTE: ALL SIGNING ANO STRIPING STANDARDS ARE PER C/1.LIFQRNl,1 MVTCO UNLESS OTHER'MS£ SPECIFIED. s,~1f1N6 PLAN: sec77oN 5 i i i \' ili'1 ; , I I 11 I I i'~'l I i RED CURB LOCATION PLAN SCALE: 1"=80' 10. LIMIT LINES AND CROSSWALKS SHALL 8£ FIELD LOCATED, CROSSWALKS SHALL HAVE 101 INSIDE DIMENSION UNLESS OTHER'MSE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THE:RMOPLASTIC UNLESS OTHERMS£ SPECIFIED. 12. FIRE H'rVRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (FHWA ·s MUTCD 2003 REVISION, AS AMENDED FOR US£ IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES ANO FLARES SHALL Bl! PAINTED mLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAmC CONTROL DEVICfS (FHWA ·s MUTCD 2003 REVISION, AS AMENDED FOR US£ IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL Bl! SQl,JARE PE:RFORATEO STEEL /VB/NG MTII BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-.,_,, 16. WHEN A SIGN IS ATTACHED TO A POI.I!, IT SHALL Bl! MOUNTED USING A STANDARD CITY OF' CARLSBAD MOUNTING BRACKET MTII STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL Bl! DELIVERED BY THE CONTRACTOR TO THI! CITY OF' CARLSBAO PUBLIC I\ORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSI! SIGNS SPECIF/CALLY SHOW/'I AS EXISTING TO Bl! RELOCA TEO OR ro REMAIN, 19. (IF NECESSARY). WHE:Re: R4-7 SIGN ANO OMI-J . OBJECT MARKE:R ARI! ro Be:. INSTALLED IN A 2-FOOT 'MDC MEDIAN NO~ me: R4-l SIGN SHALL BE 1a·x2-1· AND THE OMI-J OBJECT MARKE:R SHALL Bl 12•x12 0 40 80 160 2 0 "AS BUILT" Nm!: S(ANOARD C'URBS BORP[KtNG f/Rc ACCE:SS ROADS SHALL HAW: lrlE WRDS ''NO PAr;K/111} FtRt I.ANE" PAINTfO UP/JI{ THf/1! f/ORtlOl'irAL Ah/I> \/EF/nCAL SURFACfS 4T INTf//VAIJJ OF tlOT MOl<i Tl/AN TWfNTY-FIVi: fff(. LfTTfRS SHALL Bf Of ['JlOCK STYLE; MINIMUM F/VE (5) INCJ~ES IN HEl(J1T WITH A ~ L. S-1 ~ ~"' Q c,;,- ;z No. 46168 l> ~ Exp, 12-31-08 !,J CIVIi- PROJECT DESIGN CONSULTANTS . Planning I Landscape Architecture, I Environmental I Engineering I Survey 701 B Street, Suite 800 619.235.6471 Tel San Diego, CA 92101 619.234.0349 Fax RMAN L AJI.AAJ,, R.C.~ 46\S OAll REGISlRATION DESIGNED PM STROK€ OF NOT USS THAN ¾ /IIK'f1 AND SHAU 8€ WH/Tf (),J A ~U) 8ACJ<GROUNJ), THE BACKGKOIJNO SH,l.!L f:XTefl? AT LEAST SIX INCHE-, BEYON/1 THf flRST AND /AST ll77f.RS OF TIIE TEllT. REVIEWED BY: fs8EEil CITY OF CARLSBAD ~ 1----+---t----~----,-----------+---t---r--i----1 LJ.i_J ENGINEERING DEPARTMENT L..!±J ::=:===-..:::::::==============:'....'.::::===: PLANS FOR THE IMPROVEME~TS OF: BRESSI RANCH VILLAGE CENTER APPROVED: DAVID A-~~- R.C.E. 33061 DEP EER PROJECT NO, DRAWING NO. , ( // EXPIRES 12-31-08 Bl> ?;t'~..,_~,..._t4.,.. ll-f7-07 AU- RE'IIE\t. 'REVISION DESCRIPTION DATE INITIAL DATE INITIAL g~D BJ~·-.~- OTIJER Af'PROVA CllY APPROVAL RVWO B , CT 06-24 452-9 J.N. 3219 _; I i ' 010710 . ,-,1.,: •.• ! :: i •• ' 'd . : I \ iij .'.·'t ., : j