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HomeMy WebLinkAboutDWG 428-7B; MS 04-04; LOKER BUSINESS CENTER; 01-07LOKER BUSINESS M.S. 04-04 CENTER GENERAL NOTES /. TH/.5 PLAN SUPERSEDES ALL OTHER PLANS PREII/OUSLY APPROVED BY THE CITY 0£ CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN DOES NOT LESSE"N OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION 0£ CONO/l/ONAL APPROVAL, CITY STANDARDS OR OTHER ADDl!IONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE /HES£ PLANS WHEN NON CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL 0£ PLANS DOES NOT R£L![l,f THE DEVELOPER OR FNC!NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION 0£ ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVl5YONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED £OR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST 8£ FILED NAM/NC THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE's POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FDR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA Tll:f.C 0£ 'A " OR BETTER ANO A SiZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY 'BESTS" KEY RA11NG GU/0£ 5. NO WORK SHALL 8£ COMMENCED UNTIL All PERMITS HA VE BEEN OBTAINED £ROM THE CITY AND OTHER APPROPRIA TE A GFNCIES. 6. REVISION OF THESE PLANS MAY BE .REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. ND REVISIONS WILL BE MADE TD THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN 11-/E REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO 11 TL£ SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY [HE Cl TY ENGYNEF/c g_ THE ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT COND/l/ONS BY !HE ENGINEER-OE-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. JO. ACCLSS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED 10 17-iE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OP (A} SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C} COMPACllON CURVES, Sf/ALL Bt SUBMITTED BY A PROFESSIONAL ENGJ,VEER DE THE STA TE 0£ CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. THE SOILS REPORT WIil BF SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITH!,V TWO WORKING DAYS OF COMPL£110N OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTtO TO THE CITY FNCINFFRINC INSPECTOR UPON COMPLEllON OE !HE flELD /ES!S: 12. A PR£CONSTRU(:_1}_0N M£E1JNG__SHALL BE HELD AT THE srrt;_PR!Q!L[Q.THE BEGINNING OF WORK AND SHALL BE A !7l;J'/i2J;p_.BY ALL RFPRFSENTA TIVES RESPON5IBL.£ FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTiNG AND ALL OTHER ASPECTS OF TF!f' WORK THE CONTl?ACTOR SHALL SCHEDULE THE MEETING THROUGH 11-/F PERMIT CLERK -f/38-3891) AT LEAST FIVE (5) WORKING DAJ<S' PRIOR TO STARTING CONSTRUCTION. APPROVE. DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL !NSP£C11QN REQUESTS OTHER THAN FOR PRECONSTRUCllON MEETING WILL 8£ MAO£ BY CALLING THE ENGINEERING 2_ 4 __ -_ HOUR INSPECIION REQUEST LINE AT q'6D) 438-3891. INSPECTION REQ!Jf;STS MUST BE RFCE/ilED PRIOR TO 2:00 P.M. ON HE DAY BEFORE THE INSPECTION IS NEE!JEiJ. .. ifi!,p{(.;110NS WILL BE MADE THE Pi£X1WORK7JA Y UNLESS YOU REQUEST OTHERWISE. REOUESTS MADE AF/ER 2:00 P.M. WILL BE SCHEDULED FOR TWO TWO f'ULL WORK DAYS LATER 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SI/ALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DFVICFS, INCLUDING SHORING, AND SHAU BE SOLFL Y RESPONSIBLE £OR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA TIONS: 15. THE CON/RAC TOR SHALL CONFORM TO LABOR CODE SECllON 6105 BY SUBMITIING A DETAIL PLAN TO 11-/£ CITY ENC/NEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN Of 5HORING, STREET NOTES I. ACTUAL ST/?UCTURAL SECTIONS WILL BE OFT[RMINEO AFTER 'R' VALUE TESTS HA VF. BEEN CONDUCTED BY A PROEFSS!ONAL ENGINEER OF 11-/£ STA TE OF CALIFORNIA, Pf/INC/PALLY DOING BUSINESS IN Tl/£ RELD DE APPL/FD SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE 'R' VALUE TESTS AND THE ENC!NFFRFD STRUCTURAL SEC770N MUST BE S/IBMITTl:.D 10 THE ENGYNEFR!NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM Of TWO (2) CITY WORKING DA J<5' BEFORE THE IWJRK BEGINS 2. ST/?EET LIGH!S SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT' PLANS NO DIRECT BURIAL STREET UCHT EOUNDA l/ONS Will BE ALLOWED. AIL UJMINAIRFS SHALL BE ·cur DEF" TYPE 3. ALL UNDERGROUND UllL!TIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCIION 0£ CURBS, CROSS CUTTERS OR SURFACING 0£ STREETS. 4. STORM DRAIN PIPE SHALL 8£ frEINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. £Oil PRIVATE STORM DRAIN PIPES, UP TO 15' PVC MAY BE IJT!UZED PROVIDED DEPTH IS LESS THAN 15 FEFT AND BACKALLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY EFET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED 8 Y THE Cl TY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BF INSTALLED PER REQUIREMEN/S OE TITZE 24, CALIFORNIA ADMINISTRA 1/VE CODE. 7. STREET Tl?FCS Sf/ALL BF INSTALLED PER SECTION IV 0.3 0£ TIIF CITY OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RFSIDFNTIAL STREET STANDARDS: 8. flRE H)'1)RANT MARKERS SHALL BE PLAlffl IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9. ALL SURVEY MON/JMFNTS ANO POINTS THAT ARE DISTURBED BY THIS IWJRK SHALL BC RF-ESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PRDEFSSIDNAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BF PROII/DED TO THE CITY ENGINEER/NC INSPECTOR. NCTO NOTES i. BUS STOPS SHALL. BE LOCATED BY THE NCID ENC/NEER AND IN ACCORDANCE WITH THE DIRECTION OF Till COUNTY DE SAN DIEGO AND Tl![ LOCAL AUTIIORITY HAVING JIJR!SOICT/ON. 2. SAWCUT EXISTING PA VINC AS IND/CA TEO ON TlfE PLANS AND AS REOUIRED BY FXISTiNG CONDITIONS: 3. ALL PA VINC SHALL 8£ RtPLACFD TD MATCH THE EXISTING FULL DEPT// SECTION FOR MATERIALS AND THICKNESSES OR AS INDICATED ON THE DRAWINGS. 4. SUR-BASE AND BASE SHALi BE COMPACTED 10 95% MAXIMUM DRY DENSITY PER CALTRANS STANDARDS 5. WHERE BUS S/-IEL TERS ANO/OR BENCHES ARE SPECIFIED, REFER TO THE MANUEACTURER's SPEC!flCAT!ONS AND REOUIREMENIS AS PROVIDED BY THE NC/V ENGINEER. 6. WHERE IMPACTED BY THE !NS TAU.A TION OF 11-/E BUS STOP, THE CONTRACTOR SHALL /?£STORE LANDSCAPING AND !RR/GA TION TO FUNC110N WITH THE NEW IA YO/IT, WHEi?E NO OTHER LANDSCAPING EXISTS, GRADE SIDE APPROACHES DE BUS STOP PLA .TEORMS AND WALKWAYS MINIMUM 3'-0" EACH NON-STl?FFT SIDE WITH 3-COMPACTED DECOMPOSm Gi?AN!TF, SLOPED TO MEET THE EXISTING SURFACE 7. ALL CONCRETE SHAU BE ,J, 000 PSI MIN!M/JM AT 28 DA )5, FINISH SHALL BE UGH T BROOM. 8. ALL RFINEORCINC STEFL SHALL CONFORM TO ASll,I A65 AND SHALL BF DEFORMED UNLESS NOTED OTHERWISE. BRACING SLOPING OR OTHER PROII/SIONS TO BF MADE OF WORKER PROTECTION FROM THE 9. All BUS PLA /FORM EOUIPMFNT SHALL BF INSTALLEU IN ACCORDANCE WITH ADA REGULATIONS ~f/!r?!l f!Ir ~tJ.Nftvf'!f!f.1~t!fR!f/kg: 01£1v11~°!f ttsrir l"/Jf/fff!tt1-l!tr171~iEi~ES AND THE CALIFORNIA BUILDING CODE, LA TEST ADDIT/Of✓• FIVE FEIT (5J OR MORE IN DEPTH AND APPROVF.D BY THE CITY ENG/NEE.R AND/OR CONCLRNED 1 , ACiNCY PRIOR TO FXCAVAllON. IF THE PLAN VARIES £ROM 11-1£ SHORING SYSTEM STANDARDS 10. Wl1HrE CURB AND GUTT[R DOES NOT EXIST, CONTRACTOR SHALL CONSTRUCT NEW CURB AND ESTABLISHED BY Tl/£ CONSTRUCT!?Jfi SAfFTY ORDERS. llTlF 8 CALIFORNIA ADMINISTRATIVE COD[. GUTT£,? PER APWA STANDARD PLAN 120-1, A2-J50{6) FOR EULL WIDTH OF SPElYf/ED THE PLAN SHAU BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. IMPROVEMENTS. AT RAMP CONDITION, CURB FACE SHALL TAPER TO FOLLOW RAMP A COPY OF l/-lE OSHA FXCAVAllON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO FXCA VA T/ON 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCT/ON, OPERATIONS !!ILL CEASE IMMEOIA TEL 'r'. AND TIIF PERM!TTEF WILL NOIIEY TH£ CITY £NG/NEER OPERATIONS WILL NOT RFS/"ART UNTIL THE PFRM!TTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY E}/GINFER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE DR OPERA T!ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 1: 00 A.M AND SUNSET EACH DAY, MONDAY 11-/RU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS: (A LIST Of CITY f/OL!OA YS IS AVAILABLE A 1 THE ENGINEERING DEPARTMENT COIJN !ER) 18. ALL OfF-SITE HAUL ROUTES SHALL BE SUBM!TlED BY THE CONTRACTOR JO /HE CITY ENGINEER FOR APPROVAL TWO FULL. WORKING DA ts PRIOR TO BEGINNING OF WQRIC THE CONTRACTOR SHALL BE RESPO!i.5iflL£[0R.ANY DEBRIS OR DAMAGE OCCURR!NG_!;ILONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRAD/NC OPtfl,,JJ]ON. -- /9. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENC/NEER APPROVED BLASTING PROGRAM. 20. THE EXISTENu AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAl'IED BY A SEARCH OF THE AVAILABLE RECORDS. A TTENIION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER IJT!l/TY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU!IONARY MEASURES TO PROTECT TIIF UTILITIES SHOWN ON THE PLANS AND ANY DTHFR EXISTING f'ACIL/1/tS DR S/RUCTIJRES NOT SHOWN. 21. THE CONTl?ACTOR SHALL VERIFY THE LOCA 7/0N OF ALL EXISTING FAC/Ui/ES (ABOVEGROUND AND UNDERGRQIJND) WITIIIN THE PROJECT SIT[ SUFF!C/ENTL Y AHEAD DE THE CO/vSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND Tl/AT THE ACT/JAL L OCA T/ONS ARE IN CONFL!C T WI TH THE PROPOSED WORK 22 THE CONTl?ACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (ScE BELOW) AT LEAST TWO EULL WORKING DAYS PRIOR TO STARTING CONSTRIJCl/ON NEAR THEIR FAC/1 ITIFS AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTA llVF. UNDERGROUND SERVICE ALERT SOG&E SBC ADELPHIA COMMUN/CA TIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) Cl/"Y OF CARLSBAD (SEWER, WATER &: RECLAIMED WA T[R) (800) 422-4133 (800) 660-7343 (800) 892-0123 (760) 438 7741 (160) 434-2980 (760} 438-2722 II. WHERE RETA/NACE IS REOUIRED, CONTRACTOR SHALL CONST/?UCT RETAINING WALL PER APWA STANDARD PLAN 618-1, TYPE A WALL. UNDER NO CIRCUMSTANCE SHALL ANY PAR/ OF THE RCTAINING WALL AND/DR FOOTING ENCROACH ON PR/VA TE PROPERTY. CONTRACTOR SI/ALI PROVIDE SPECIFIC £NCINFFRING FOR RETAINING WALL THA r EXCEEDS 4'-8" IN HFICHr 12. EXACT PLACEMENT OF BUSS/DP SIGN AND FURN/SINGS SHALL BE VERIFIED WlfH NC/V ENGINEER. I 3 BEYOND THE AREA OF NEW BUS SIOP CONSTRUCTION, TO THE FOG£ OF THE OEMOL!T!ON LIMNS. CONTRACTOR Sf/All PATCH TO MATCH EXISTING MATERIALS AND MEET EXISllNG GRADES. 14. CONTl?ACTOR SHALL EXERCISE BEST MANAGEMENT PRACTICES WITH RESPECT TO ALL CONSTRUCT/ON ACT/fl/TIES INCL/JO/NG BUT NOT LIMITED TO THE FOLLOWING ISSUES.· (A) STOCKPILES OF EARTH ANO OTI/ER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED £ROM BE/NC TRANSPORTED FR0/4 THE SITE BY THE fORCFS OF WINO OR WATER, (B) EXCESS OR WASTE CONCRETE MAY NOT BF WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM, (C) PROVISIONS SHALL BF MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WAST!:; (0) TRASH AND CONSTRUCTION RFLA TED WASTES MUST BF DFPOS!TCO INTO A COVERED RECEPTACLE TO PREVF.NT CONTAMINA T/ON OF RAINWATER AND DISPERSAL BY WIND 15. NCTD SHALL BF RESPONSIBLE FOR THE PA YMFivT 0£ ALL PERMITS ANO FEES tlTHER D!RECTl Y OR BY RF!MBUSEMFNT TO THE CONTl?ACTOR. 16. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW & APP.ROVAL TO THE NCTO ENGINEER, IF REQUIRED BY THE PERMITTING AGENCY, PRIOR TO IMPLFMENTAIION. 17. CONT/?ACTOR SHALL PROVIDE CONSTRUCTION BARRICADES, PLATING AND TRAFFIC CONTROL AS NECESSARY TOR CONSTl?IJC//ON. PROJECT LOCATION THE CAL/fORNIA COORDINATE INDEX DE THIS PROJECT IS N 1992 £ 6252 APN 209-081-0/ SOIJRCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON TliESF PLANS WAS GENERA FED BY FIELD SURVEY BY ODAY CONSULTANTS, INC. ON JUNE 19, 2003. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TiONAL MAP ACCURACY S/ANDARDS. NOTE!! ELEClRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE //SEO FOR HORIZONTAL OR VERTICAL SURVEY CONlROl CITY OF OCEANSIDE 7& ITY OF VISTA , STA CITY OF ENCINITAS VICINITY MAP NO SCALE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE Tl/AT I AM TIIF ENGINEER 0£ WORK 1·0R Tl/IS PROJECT, !HAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THF PROJECT AS DEJ7NHJ IN SECTION 6703 OF /HE B/JS!NESS ANO PROFESSIONS COOE, AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CA TiONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE MF, AS ENGINEER OF WORK, Of MY RESPONSIBIL!T!CS FOR PROJECT DESIGN. ODAY CONSULTANTS, INC. 21!0 LOKER A VENUE WEST. ST£ /DO CARLSBAD, CALIFORNIA 92008-13!1 (160) 931-7700 ---c -:;:;:· .... ..d/' TIMOTHY 0. CARROLL, Jfl. R.C.£ NO. 55381 EXP 12/31/06 OWNER/SlJBOIVIOER FRANZ LOKER, LLC 8199 BALBOA A VENUE; SU/IE 210 SAN DIEGO, CALIFORNIA 92123 PHONE: {8.58} 268-8901 LEGAL DESCRIPTION LOT I Of' CARLSBAD TRACT No. 14-21, IN THE arr OF CARLSBAD, COUNTY DE SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP 71-/FREDE No. 10372, flLEO IN THE DEF/CF 0£ THF COUNTY RECORDER Of- SAN lJIFGO COUNTY, APRIL 13, 1982. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS S/JRVEY IS THE CALIFORNIA COORDINATE SJ<S'IFM NADBJ, ZONE 6, BASElJ UPON THE GRID BEARING BETWEEN PT. NO. 96 AND PT. NO. 98 AS DESCRIBED IN RECORD OF SURVEY NO. 11211, IE N58'02'35'W REFERENCES (j) f/)'1)ROLOGY AND HYDRAULICS BY ODAY CONSULTANTS, INC. DATED 1/2005. (i) STORM WATER MANAGEMENT PIAN BY OVA Y CONSULTANT.5, l'IC., DATED .J/2004. Q) GFOTECf/N!CAL REPORT BY GEOCON, INC. DATED 12/11/2003. REFERENCE PLANS CITY OF CARLSBAD DRAWING NO.s 405-7, 361-3, 392-8, 218-.5, 218-5A, 428·7 REVISED JULY 2005 REVISED MARCH 2005 "AS 2710 Loker Avenue West Suite 100 Carlsbo!l, Coliforniti 92010 760-931-7700 Fax: 760--931 -8680 www.odoycorrsultants.com BUILT" V1/4z DATE Civil Engineering Plorrning Pn.:icessing Surveying DESIGNED BY: ~A=.B~-__ DRAWN BY: T.G. G.M. PROJECT MGR.: T.0.C. ENGINEER OF WORK: ,----,:----,..,.e;;_ TIMOTHY 0. CARROLL, JR. BENCHMARK: DATE: NOVEMBER 2004 SCALE: AS SHOWN JOB N0.:03-1071 DESCRIPTION: 2• ALUMINUM DISC STAMPED CPS CONTROL PT 2002 LO(ATiON: IN SIDEWALK NOR 1H SIDE OF PAI OMAR AIRPORT ROAD, 300 FEET WEST OF MELROSE DRIVE RECORD FROM: R.O.S NO 11211 (PT. NO. 7!) ELEVATION: 444.00 M.SL DATUM: NCVO 1929 ---------- ,, ______ ,, _________ ,, ---- -s.-• . -· ---·----- /J\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION i:\03107!\03711.!D'.)1,d-..·9 J.y 03, 2Cl06 1'.:32w, Xrd~; 0371MD; 0371VIC; 0.371fl.l\ WORK TO BE DON£ THC IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRE'IT AT THE TIME Of CONSTRUCT!ON, AS DIRECTED BY 11-/E CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY o.r CARLSBAD STANDARDS 3. .THIS SET OF PLA'IS 4. RFSOLUTiON NOs. 5801, 5802, AND 5803, DATED DECEMBER 15, 2004. ,5. THE STANDARD SPElYFICA TIONS FOR PUBLIC WORKS CONST/?IJCT/ON {GREEN BOOK} 6. SOILS REPORTS ANO RECOMMtNDATIONS BY GEQCON. INCORPORATED DA TEO DECEMBER 17, 2003 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THt· CITY OF CARLSBAD STANDARDS. 8. CARLSBAD M. W.D. RULES &: REGULATIONS FOR CONSTRUCTION OF POTABLE, RECLAIMED AND SEWER SYSTEMS LA ![ST REVISION OF STANDARDS ANO SPECIF/CA 7/0NS. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TtO DECEMBER 15, 2004, RFSOL/JllON NO. 5801. 10. STORM WA.7ER MANAGEMENT PLAN (SWMP) £OR MS 04-04 PREPARED BY Oi:JAY CONSULTANTS, INC. DA TED MARCH 4, 2004 EXIST/NC STORM DRAIN ..................................................... . £)(/SllNG STORM DRAIN C. 0 ..••••.••••• , ..................................... . EXISTING STORM DRAIN CURB INLEI •................................ , •....•.. EXISTING WATER LINE •••••••••••••••••••••.••••••••••••••••••••••••••••••.•.• EXISTING RECLAIMED WATERLINE ............................................. . £)(/STING SEWER LINE. .............•••• , .................................... . EXIS77NG SEWER ACCESS HO/£. ••..••••....•..•.............................. EXISTING CAS LINE •....•..•.••...••••.•.•.•••....••.••.•.•.••...••••...••••• EXISTING ELECTRICAL LINE .................................................. . EXIST!NG S.D.G.£ VAULT •.......................................... , ...•..•.. EXISTING CABLE TELEVISION U"IE. ........................................... . lX/51/NC STREET SIGN •...................................................... PROPOSED 8" MlVIAN CURB ......................... i:ARLSBAO CS-18 •••••• PROPOSlD TYPE %'' CURB & GOITER ................ .'C--2' ................ . PROPOSED 6" A. C. OVER 2 I• A.B. .••......................................... (SEE STREET NOTE 1) PROPOSED MEO/AN PAVEMENT ............................................... . PROPOSED CONTIC/JOUS SIDEWALK .•.•....•••....••••.. t-7' ................ . PROPOSED CONCRETE PAVEMENT ............................................ . REMOVE £)(!STING S/OlWALK .••••••................................. _ ••••••••• REMOVE EXISTING CURB & CUTTER .......................................... . PROPOSED S4W cur ........................... , ........................... . PROPOSED STREET SIGN .................................................... . SYMBOL --sv------lQI f2:= ---w-- ---- 5--- -5---0- 9 r5<X'X'xXxX'.xl v· , · '·" . · ·. -·::-z;i QUANTITY 960 LE 164 LF 12,135 Sf' 6,040 SF 820 SF 1,530 Sf" 810 SE 162 SF 1,120 IF 13 EA NOTE: l>m,. //0.' REFERS TO S4N OIECO REGIONAL STANDARD DRAWING UNLESS NOTED OTHERWISE I SH/ET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT IMPHOVEM£HT Pl.AN FON: PALOMAR AIRPORT ROAD £OKEN BUSINESS CENTER t.f.S. (]4-fM. APPROVEDJ§r d<= i-?~. , ,, GLENN PRUIM J/.?ffat,, -------------- CITY ENGINE!:: -PE 5111"274 EXPIRES 9-30-07 DATE ····--- DWN BY: PROJECT NO. DRAWING NO. DATE INlTiAL DATE INITIAL CHKD BY:,;,,,,_., OTHER APPROVAL CITY APPROVAL RVWD BY: ~ M.S. 04-04 428-78 ) 3 5 6 I I o' 1 50' 25T SCALE: 1. ~ 50' FXISTING £OGE OF PAVFMEJIT (SAWCUT LINE)- 100' 2% 2% ----.= _ +~~-::.~-===·=·~~~L::J.·1,,l4j~-qf,\" I ,?., ,l,," _______ t:-~1. PCC (7" MIN.) OVF/i' CONCRETE __ / T'fPE ~~. CURB \..._NEW 6' THICK CONCRETE SLAB OVER 6" CMB BASE. TR[A TEO BAS[ (5" MIN.) (err er • • OR AS R[COMM£N0£D CIJNTINUOUS S/0£WALK xc JcCTION 73-8 BELOW FOR ADDITIONAL BY SOILS ENGINEER. PER OW(,'. G·l JO!NT!NG INFORMA 1/0N) SECTION ".4-A' NO SCALE NEW CONCRETE SLAB WITH /3 BARS@ /8' OC. EACH WAY, MID-DEPTH 6' CLASS II OR CMB BASE NEW SIOEWALK· 7 ' " II I KEY MAP SCALE· i" = 50' !< I,....: ""~ ~ t; l.t) ~ l,J "' "' 0-. ~ ts Fl.~.--,.--/0' i-·~ I.;:: i-'"" tc, f-5 ~ ~~~ es -c.: JO' 10' c:;, " '-':ii-_ ;:~ l!;«i ·-C'6 (5 -"" -· KEY LEGEND SEWER ............... ·---5--· ACCESS Cl£4NOUT. • • • • • • • o WATER. • • • • • • • • . • • • • • • -If-· -- SEWER (EXIST.). • • • • • • • . • -S-- WAIE'R (EXIST}. .•••.•.•• -W-- GA rt· v'Al VFS. • • • • • • • • • • • ----0---- f/RE HYDRA/v7. • • • • • • • • • • STORM DRAIN (PV!} ••••••• ----SD- STREET SIGN.. .. .. • .. • .. 9 (j) FACE OF CURB (SEE SHEET 3)-.....,. j j &s ;zi "' " " ~ 'i /0' 10' l ~ <ti -· 1-.----,.---------------.... 20' ... ·---------------·- 40' 40' SHEET INDEX SH££T NO. 20· I 2 J 4 5 Ii 7 . --··-·------·--·----. ~ c· i10' DESCRIPTION 1/TZE SHEET KEY MAP, STREET SECTIONS &: DETAILS, NOTES PALOMAR AIRPORT ROAD IMPROVEMENT PLAN TEMPORARY CON/li'OL OD.4ILS & NOTES TEMPORARY CONTROL PLAN 5/CN!NC & STRIP/NC PLAN TRAFFIC SIGNAL & SAFETY LIGHTING PLAN ~ . l " ~ i;5 I --c,J ~ ., I '"' -'"' -- ""es '<SC( "' "' 10' /0' 10' ....._k. _...,._ ____ ~-·----'-·---~ ... 40' ~;1! -c.i 120' TAPER-13' WIDE NO SCALE 4 -~R 10' 10' 20' 20' fO' 10' !O' 10' c:;, cc c.:; ~~~ (5 (5 ~ ~ "' ~~~--~Q~ <ti "'i " <:;j "' 40' 40' o' l!; " iS I f " <:;j "' PR014D£ SAWCUT CONTRACTION JO/NT AT I: 1 ASPECT TO GENERALLY MATCH EXISTING. cur JOINT MIN 1/3 OF SLAB l/1/CKNESS AS SOON AS CONC. iliLl SUPPORT EQUIPMENT. SECTION 'B-B' PLATFORM & JOINTING DEA TIL NO SCALE ~ ----,_ -, 7 FACE OF CURB (SEE SHEET J) (j) 120' TAPER-12' WIDE NOT£!! El£CTRONIC DA TA RIES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SlJR'tfY CONTROi. 40' BUS STOP SIGN (RELOCATED FROM PREVIOUS LOCA 1/0N) \ < ,. 4 ' " " ' 4 ~ ~ LL.I ~ = 4 < • A • 4 l8' B 60' -PASSENGER BENCH (INSTALl£D BY OTHERS} BENCH BUS STOP PLAN VIEW NO SCALE NO SCALE 60' --,----------'R,-.EVIS=ED""--"MARC"-"-""'H__.2.,.0~05•.-------------,,----~ "AS-BUILT 0 ~ ,.-!!I DESIGNED BY: ..LA"".8"-. __ DATE: NOVEMBER 2004 ,/ Q~ DRAWN BY f.G. G.M. SCALE, AS SHOWN _..-:,;-: ~ 'ff N----PROJECT MGR.· T.O.C. JOB NO.: 03-1071 /4 C O N S U~T N T S i------------------1 P.E. SS-38( EXP. 1:rp~ 1'18, 2710 Loker Avenue West Civil Engineering Suite 1 00 Planning ENGINEER OF WORK, Corlsbod, California 92010 Processing 760-931-7700 Surveying ,,,.--;-- DArE: l BENCHMARK: DlSCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORJH SIDE OF PALOMAR AIRPORT ROAD, ,JOO FEET WEST OF MEll?OSE DRIVE RECORD FROM, R.O.S. NO 11211 (PT. NO. 71) .. ... --~- DATE -·--·-· ·--· lNITIAl Fo>i:: 760-931-8680 www.odoyconsultcnts.com ~ TIMOTHY 0. CA RCE1 ENG!NEER OF WORK ELEVATION, 444.00 M.S.L. DATUM: NCJtD I 929 11\ 70' 6.5 1-- 2% -_._ r::---:n /0' 5.5' -- 2% ---- -·--. -·------------ 126' 92' 10' 44' 6' ' 12' ' 44' 5.5' ! 9' I J:._i I I REPAVE W/ STAMPED CONCRE![ -, I I REMOVE EXIST T'fPE '13-/" 2% TO MATCH PROPOSED CURB 0 I (r MEOW/ CURB &: IMP/IOVFMFNTS ELEVATION -2%_ _ _ 7t -,J%.-L ' _ ,,2£,. ---:---···-~--====-. -~"' -----.----~ ---·---------l EXIST. A.C. PAVEMEJIT AND BASE PROPOSED 6' A. C. PAVEMENT OVER 2 /' CLASS II A.B. OR AS l?ECOMMENDEIJ BY SOILS EN(J/NEDI (SEE STREET NOTE I) EXISTING PALOMAR AIRPORT ROAD -PUBLIC WITH PROPOSED LEFT TURN LANE {WESTBOUND} NO SCALE 126' 92' 44' . 5' I IJ' 44' i , . ' 4--' g• I i.--.,---------, I I I I /?£MOVE EX/SI: TYPE "B· I' TO MATCH PIIOPOSEIJ CURB I , ' MEmAN CU/?8 & 1/JPROVEMENTS ELEVATION .,;;..LI 2% 10' 5. r.' " 2% L.- RE.PAM: IY/ STAMPED CONCRETE -f) . .J.'L I' ~ ----= -----·· ---~c:J --~ EXIST. A.:.:A~MENT ANO ;;£= Pf/OPOS[[) 6' A.C. PAVEJ./ENT OVEN 21' CLASS II A.B. OR AS RECOMMENO£lJ BY SOILS ENC/NEER {SEE STREET NOTE i) EXISTING PALOMAR AIRPORT ROAD -PUBLIC WITH PROPOSED LEFT TURN LANE {EASTBOUND} NO SCALE 126' 44' 5.5' EXISTING PALOMAR AIRPORT ROAD PUBLIC NO SCALE 12' ROW /0' 26' 26'' I 10' 55' 1£ I 2L ~ ----,_ EXISTING LOKER A VENUE WEST -PUBLIC NO SCALE TYPICAL SECTIONS NO SCALE I S2ET I CITY OF CARLSBAD ENGINEERING OEPARlMENT -------···--·-------.... ---···-----------+----... ----·---~----------IIIPINJ'IEll[l(f PLAN FOR: PALOMAR .4IHPOHT ROAD LOKER 8f/SIN£SS CfNTfH I SHJTS I M.S. 04-04 APPROVED !Jr /4 1 -• --' ::, GLENN PRUIM iL1/idb --· -~·-------·-----""--•------L. ... 'c!TY ENG~R PE~274 EXPIRES 9-30 07 OWN BY: -------~ PROJECT NO. DRAWING NO. DATE INITIAL DATE !NITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: M.S. 04-04 428-18 :\'.).~IJ7"\C371M002.dwg Jo~ 03, 2006 l1:3&!m >:iefa; Ct:i71f.iGRD; 0~11 o\M>'l.0; 03717:JTL 0.3717"01: TP _coa,k Tf>Sc-:101; 037IALHL; 03"/1MC; 0371AN; 0371MDL Y: (t371A$Tl< ) \ j ' ·····-·-~·-··-. -----t------ .... +-···-·---_ _, _, ---... --···-..::.:.:. ~~­----, - ,, __ ,_ --+ --: ;.;."..;:: ·::: .... '' .· '..' ...... ' --- -··-·· -··- --t··- •. a ...... .. -····-·+---· ---·-·-· .•. -----..... -~---· --__ . .--· .. :."·. - -... -----.. -----,------.-.. . ___ ,,_ ------- --_J ·-·_·---... - ...... """" ., .... , ............. . - -.,. -. .. __ L ·-·-··- •_-·.:·.-.:-. :.. .. -r ... .. - ---'.:·:-. - 1c-.,--~-=-=, ·'=-=i==t:·--=--=-11==t-= ·-=-.i·=-=t=·--=t --·= ---=t=-cJ: _-_:_ -·· --.-.:-.. ---:·.-·:_ --.~ !,.:~.----~-·-------+------ .. ----: ·::::.. ..•.... , ; .. -. -... _ .·.---:_ - --· -... -·-··- --··-- .. ···--.... --1 ··- -. ·-.•. ··-.. - 117 ---- NOT£!! ELECTRONIC DATA FllES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vERllCAL SURVEY CON71?0l " "' I -• -- -"--•--• --- . .. -·!-- ··-7-l rr -w-- C ·---f"'.' ..... . !18 ' -···-- ... _j_-_···_ ------·:::"· '::"· -__ .) .. ..... :~::.~71iff .LV:. !'..V. _·-: .. ;-:-.. -__ ~:·_-_---:·:.:: :: .... c .• - '° ... ,., .. . . ..... . ...... , :·--·--· : .. ~:::.. ...... ' .. _ .. ~ ..... ----·-··--- · ---~~ I --:.t,cc,.t-:--·--·-cc±-:.c_,L ... : . -·· ': -.::.-_· -::-::::: .... :: .. --···-+····-- - - -y ~ - !·. - -·-··_ ;._-" -···· f· ·- ---·+---:-.::.±.~·---. ---.-.J.:~ ... .:: . ··-··L : .. __ - o' 10' 119 40' 20· 80' SCALE: 1" ~ 40' 2710 Loker Avenue West Suite 100 Corlsbod, Cc!ifornio 9201 O 760-931-TlOO Fmc 760--931-8680 www.odayconsultonts.com Civil E::ngineering Planning Processing Surveying 120 121 122 PLAN PALOMAR AIRPORT ROAD IMPROVEMENTS DESIGNED BY _A.8. _______ _ DRAWN BY: T.G. G.M. PROJECl MGR.: T.0.C. REVISED MARCH 2005 DATE, .NOVEMBER 2004 SCALE: 1 " ~ 4()' JOB NO.: 03-1071 "AS-BUILT ~~ ENGINEER OF WORK: ~ilWED BY: ~~~~-DR_A_CT_,fE_::-. L~5l-5'18/._~' ,_; s~ :ELCTO'" n-::3 TIMOTHY 0. CARROLL, JR. Zlii I~ , '" -----~----------- " DATE 123 ~---_-4"--+-·+-., .. --··• ' -----_.t,_ ___ :,:: __ ;:. _::_ ----"'t' .• ' ... .. -----·-~-•. ---· -------- --.. ; ...... --·· -··--- - --··· ' .. -I•• - • ::: ·.: ::.:.: ·• -• ·-I··· ---·--· .,. • -... --;:-: I-: ---· , ::::--.~ '0:::.:: -_;_;::. . _ . -i··- 124 125 MEDIAN NOTES I. l?EMOVt EXISTING TREES, STAMPED CONCRETE, LANDSCAPING AND /RR/GA T/ON REPLACE WITH 4' STAMPED CONCRETE OVtR £Ii/TIRE OF MEDIAN IN KIND. 2 MODIFY EXISTING !RR/CAT/ON AS NECESSARY TO MAINTAIN IN TECRITY OF SYSTEM INSTALL SLE[VtS AS RE()IJIREO SEE t7i'IG. 400-BH, SHEETS lcJ, 14, 18-21. 126 127 ~ ---·· - ---··· - -·---··- ---- ,-·· .. ·-----··· ' --·- . ...... ~------·------------------- -··-{--··--~··_: ... - ----::'·-·-- ' : · .. _ :_-f-_-·· _----.. ----····--· - - -···-·· . ----+ -· .. - -··· ( .... --·-·- .. ----·· ---·· :·.-·1: ... ,. -.. - --· ··----···· :· ~ -+-·-- · ··· ---. -·· -. ..• ... -· ·- ___ ---- ---·· -' --·· _-···- -··---·.:::t·· -···- -.. ·~ ---!••-····:-- I_-· --· --------_. . ----··-- ·---... " --+--- : ..... -:· ---·t ·.-~ --- ·. ··_ -,,ZiC#TiT' ;_c: ~ L:· ---. -----. --- MEDIAN CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS I 120' TAPER 02' W/0£J-SEE DETAIL SHT. 2 a• MEDIAN Cl/RB N 85'0l'l3" £ 349.99' • • 6.=180'00'00" 2.50' J.85' " , 6.=180'00'0o" 3.00' 9.42' 5 N 85'01'13" £ !39.58' 6 6-= 02'06'.!9" 2997.00' 210.2!' • 7 120' TAPER (12' WlfJ£J-SEE DETAIL SHT. 2 •• • TRANSl!lON 8" Cl/RB TO £)(!ST/NC 6" Cl/RB •• TRANSITION 8" Cl/RB TO EXISTING 6" Cl/RB AT THE EASTERLY 10 FEET 1 I N 85'0I '13" E 57.94' • 12 6-= 09•27'44• 10.00' 1.55' • • 13 N85'J!'02"W 59.17' • • 14 6-= 09"27'44" 10.00' /,65' • • CON71?ACTOR TO VERIFY THE EXACT LOCATION OF EXIST/NC UTILITIES IN THE flELD PRIOR TO CONSTRUCT/ON! 1----f-----+-------------+l---+--+---+-----i I SHJEET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT :=='..==========-==~ IAIPNOVFM£NT PW/ FON: BENCHMARK: DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL PT 2002 LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF Mf/ROSE DRIVE RECORD FROM: ROS. NO. 17271 (Pl. NO. 71} ELEVATION: 444.00 M.S.L. DATUM: NGVD 1929 /1\ DA TE IN/TlAL DATE INITIAL - • .. ··~ ..... ------- EN CINEER OF WORK REVISION DESCRIPTION f,, ~·-" ----- OIHER APPROVAL I \_U310!1\0,}11\lllD_< dwg .!on -:.1, l.U06 \'I· ~.J<J<r X:re-fs ()371MD; 037't,J1L, C371AM,\P: 0371ASTR: 0371TPO!; 037 71/!l: OJ71BGH en y APPROVAL PAlOMAH AIRPORT ROAO APPROVED d" • , ~~ _,, ,,,. ,;:;, . --• _,,,..,,,,. ... JI' ,.,.,(Z,.. "'"'.J,!_~'4-&:.~L.',,GL<:,E!"NNl'l_rP"'.RUl!ll"'_M CITY ENGINEE PE 51~4 EXPIRES 9-30-07 ATE ---·~· ·~---·-~-· --~------. -~. _,.,.,._ . DWN BY: CHKD BY:GY!l__ RVWD BY:.M:- PROJECT NO. M.S 04-04 DRAWING NO. 428-78 (])TEMPORARY "NO PARKJNG/!OW A' AY" ZONE ' TYPICAL !JANE AND SHOUI,DER Cl,OS[JRE R O W LINE SIDEWALK CURB "1 G20-2 • • • [ WO~K, Afi'EA :;,j . "1 !I' ·<I <J ~r20-1 • PARKING OR BIKE LANE • • • -' , TAPER ,, I 1 I L3 ~ 12' Min. L .... I (SEE TABLE 1) AD0ANCE WARNING SIGNS (SEE TABLE 3) .... CLEAR .... STREET NAME ... TAPER Li L2 ... (SEE TABLE 1) BUFFER _.A/lVANCE WAR111NC-S/GNS{SEE_J,4BL£~l-------·------~ --~-----------------------__ ,. __ ----... ----- L., ½L1 ;r. • • • • • • • • • • • • • • L., L3 • ~ ... ' + «'fRf~E0 • ... • + • • • C30(CA) • W20-i°~ W20-5(Rl}~ W4-2(RT]~ -~' ! 1///////h • ~ G20--2 • ,, PARKING OR BIKE LANE+ • SIDEWALK CURB R-0-W LINE -------·--··· -----· -----• -.. --------------------,r-------·---,.-~-~--, = NOT TO SCALE C[5 TEMPORARY NO PARKINGjlOW AWAY ZONE (]) IF OUTSIDE IANE IS A PARKING LANE THEN TEMPORARY "NO PARKiNG/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONffiOL NOTE 4. 1'YPICAL LANE CLOSURE WITII REVERSIBLE c~O1V1'ROL ... ~- TYPICAJ_, Cl,OSING OF HALF ROADWAY STREET NAME • • • • • • • • • 12' Min ... CLEAR • • • • • • (]) IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. TRAFFIC CONTROL NOTES 1. WORK HOURS TO Bf REST/lfCTED TO 8: JO_ AM TO 3:J{l PM UNLESS APPROVED OTHERWISE. 2. l'EDESTRIAN CONIROLS WILL BE PROVIDED AS SHOWN, SIGNAGE NOTES i. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TTME MAINTfNANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. R-0-W LINE L3 3 L 3 ADVANCE WARNING SIGNS (SEE TABLE 3) .... ... SIGNS DETOUR AHEAD W20-2 .... NOT TO SCA/I W1-3(LT) G20-2~ 12' Min. • ... • ,,1C9ATlA) 1· ~f/20-4 CUl?B W20-1 ~-3. PEDESTRIANS SHALL B£ PROTECTED FROM ENTERING THE EXCAVATION BY Pr/YS/CAL BARRIERS D[SIGN[D, INSTALLED. AND MAINTAINED TO T/-1[ SA nsFACnON OF T/-IE CITY ENG/NffR. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTOR/l[D AS SPECIFIED IN T/-IE SPEC/RCA T/ONS. .... STREET NAME 1nn' , MAX. I ADVANCE .WARNING SIGNS (SEE TABLE 3) • • L, , L 3 , L3 • • I-W20-1 .~ W20-4 I -~' • -~-I •• • •! C9A(CA ' ) NOT TO SCALE R9-11a NOT TO SCALE NOT£!! ELEClRON/C OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ //SEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROL BUFFER, L, CLEAR • • • • • • • • • • • • • • :t ~/,~ ~ C30(CA) 1/z}, )'?A~ t 7rMPO,'?ARY "NO PARKING/TOW AWAY" ZONE(TYP) TYPICAL SIDEWALK CLOSURE R9-9 ' N V) WORK AREA DETAIL 24• 'b K-R/-1IL I O"R \ R9-9 (CONCRETE BARRIER TYPE 50) • • fq~~ DESIGNED BY: ABL~----·-~ DRAWN BY: T.G. G.M. PROJECT MGR.· T.O.C. ~ s I 2710 Loker Avenue Wsst Civil Engim:iering ENGINEER OF WORK: Suite 100 Planning Cnrlsbod, Colifomio 9201 O Processing ~~ 7£0-931-7700 Surveying 11 Fox: 760-931-6680 www.odayconsu!tonts.com TIMOTHY 0. CARROLL,' JR. ' I .... L3 L3 L3 ADVANCE WARNING SIGNS (SEE TABLE 3) • • • • ... • G20-2 -❖-~-❖-❖ CURB LEGEND ... DIRECTION OF TRAVEL ~ PORTABLE SIGN • TRAFFIC CONE/DELINEATOR t TYPE :IT BARRICADE ~ FLAGGER y FLAG TREE ! «-< FLASHING ARROW SIGN I PORTABLE FLASHING BE.~,CON ¥- (SEE SIGNAGE NOTE #3) K-RAIL (TYPE 50 CONCRETE BARRIER) !CMSI CHANGEABLE MESSAGE SIGN "AS-BUILT " DATE: MARCH .2005_~--- SCALE: AS SHOWN -~ t: 4 'J/..,t+lo? JOB NO.: 03-1071 EXP.dJt/P.E • P.E. S'S~BI DATE a.ED BY: DATEl2i2.'//a, ~ oi11l"M%)1 ~ RCE: ' 55181 INSPECTOR . ATE 4. TEMPORARY "NO PARK/NG/TOW AWAY" SIGNS STAnNG Tri[ DATE AND nME OF PROr/lB/TION WILL BE POSTED 72 HOURS PR/OR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDA/£ POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTH[R ARRANGEMENTS ARE MADE. 6. IRENCHES MUST BE BACKFllLED OR PLATED OUR/NG NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED, K-RAIL IS APPROVED ONLY WHEN SPECIF/GAU Y SHOWN ON JHf APPROVED IRAFFIC CONIROL Pl.AN. PLATES SHAU HA VE ClEA 1S ANO COLD MIX AT T/-lf' EDGES AS APPROVED BY JHE CITY INSPECTOR. 7. STRIPING WILL BE REPLACED BY THE CON!RACTOR WI/HIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL IRAFFIC SIGNAL 71MING OPERA noNS SHALL BE COORDINATED WITH JH[ CITY or CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. .9. TRAFRC SIGNAIS SHAU REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OT/-IERWISE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTA /lVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERA TI\IE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. 1D. Fl.AGGERS SHAil BE EQUIPPED WITH A WHJTF HARD HAT, AN GRANGE VEST, ANO A "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONIROL DEVICES MUST BE MAINTAINED 24 r/OURS A DAY, 7 DAYS PER W[[K, BY T/1[ CONIRACTOR. 12. ALL TRAFFIC CONTROL SHALL Bf IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MU/CD) 2003 EDinON AS AMENDED BY THE MUTCO 2003 CAUFORN/A SUPPlEME/ff 13. TRAFFIC CONIROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF TH[ WORK IN THE DETAIi., FORMAT, AND QUAUTY ILLUSTRATW ON THIS SHffT. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED Wf-lEN NG I IN USE.. 15. JHE CITY ENGINEER OR HIS REPR[S[NTA T/VE HAS JH[ AUTNOR/TY TO INITIATE FIE.LO CHANGES TO INSURE PUBLIC SAFEIY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORO!NA TED WITH NORTH COUNTY IRANSIT DISIRICT. CON/RACTOR SHALL CALL NCTO AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STA-9T!NG WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME. ARTERIALS, UNLESS OTHERWISE APPROVED. JHE.SE. SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN, TABLE 1 TAPER LENGTHS L ' MINIMUM MINIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPEED L * CONES FOR CONES ALONG (M.P.H.) TAPER * TAPER 1 (FEE!) ± 25 125 6 25 -.. ---------·-··----~-·------,,_ --·-·--" ----------~ --.. ~,._., __ ~ -~~--·------- 30 180 7 30 35 245 8 35 40 320 9 40 4o 540 13 45 oO 600 13 50 55 660 13 55 60 720 1.3 60 * BASED ON 12 FOOT WIO[ LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FFET. BENCHMARK: DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL PT 2002 LOCAT!ON: IN 5/DEWALK NOR /H SIDE OF PAL OMAR A/RP ORT ROAD, JOO FEET WEST OF MELROSE DRIVE RECORD FROM: R.O.S. NO. 17271 (PT NO. 71) ELEVATION: 444,00 M.S.L DATUM: NCVD 1929 _.,_, ______ . ~----r------------------ ----------·----~·- /1\ -·------·------DATE !N!TiAL FNGINEER OE WORK J. ALL ADVANCE. WARNING SIGN INSTALLA llONS SHALL BE EQUIPPED WIJH FLAGS FOR DAYflME CLOSURES OF ALL MAJ0/1 ANO PRIME ARTERIALS. fl.ASHING BEACONS SHALL Bf USED DURING NIGHT LANE CLOSURES 4. A G20-2 "END ROAD WORK' SIGN SHALL BE PLACED AT TNE [ND OF JH[ LANE CLOSURE UNLESS TN[ END OF T.YE WORK AREA IS OBVIOUS, OR ENOS WITHIN A LARGER PROJECT LIMITS, 5. ALL CONES usrn FOR NIGHT LAN[ CLOSU.R[S SHALL BE ILLUM/NA ifD TRAFFIC CONES OR FITTED W1 TH 13' REFLECnVE SLEEVES. 6. D_AS/-1/NG ARROW SIGNS SHALL BE USED PER Fl/WA MUTCD 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENr SILENT TYPE SHALL BE USED IN RES/DENI/AL AREAS. 7. T.YE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL Bf APPROX/MA )[LY AS Sr/OWN IN TABLE 1. 8. ADDITIONAL ADVANCE FLAGGERS SHALL BE FIEQUIF/ED WHEN IRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT S/JALL BE /LLUMINA TfO AS NOT[D IN srcnoN 6G.20 OF THE MUTCO. 9, PLACE C30 (CA) "LAN£ CLOSED" SIGN AT soo'--1000' INTERVALS IHROUGHOUl EX/ENDED WORK AREAS. 10. ALL REQUIRED SIGNS /HA r ARE TV BE LEFT IN PLACE OVER A WEEKEND Of/ HOUDA Y SHAU BE' POST MOUNTED. 11. CONS/RUCTION AREA TRAFFIC CONTROL DEVICES Sr/ALL MEET THE PROVISIONS OF SECI/ON 12 OF THE MOST REGENT [DIT/ON or !HE CAL!RANS STANDARD SPECIF/CA llONS. GUT L'" Cl.OSEO AHEAO ROAD WORK .111-iEAD ON£ LAME ROAO AflEAO SHOULDER WORK BE REP ARE ro STOP <D> <S> W20-5(RT) W20-5(L T) \li/20-1 1/1/20-4 'W21-5 W3-4 VV4-2(RT) W1 --4(LT) 0 W1-4(RT) I ENO 1 ROAD WORK SIDEWAL~ CLOSED SIDEWALK CLOSED CROSS H I SIIJfWALK CLOSED! USE OTHER SIDE KEEP ➔ RIGHT LANE CLOSED BIKE LAN£ CLOSED SHOULDER CLOSED W13······ 1 G20-2 R9--9 R9-11 a R9-10 R4-7a C9A(CA) C30(CA) C30(Bike) C30A( CA) TABLE 2: BUFFER SPACE, L2 TABLE 3: SIGN SPACING, L3 MAXIMUM : SPACING OF CONES ALONG TANGENT (FEET) ± 50 --·--~---------~ ----··- 60 70 80 90 100 110 120 ··~' ,. ______ ------·---- APPROACH LONGITUDINAL SPEED BUFFER SPACE (MP.H.) L2 (FEET)±* 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 * SEE MUTCD /ABLE 6E-10/ FOR SUS/A/NED DOWNGRADES STEEPER 1HAN 3% AND LONGER T/JAN I MIL£. APPROACH MINIMUM DISTANCE IN FEET L3 SPEED BETWEEN FROM LAST • ( MP.H.) SIGNS• SIGN TO TAPER LESS THAN 25 100· 100' 25 TO 40 350' 350' GREATER THAN 40 500· 500' * EXACT SPACING MAY VARY DUE TO FIELD CONDITIONS CITY OF CARLSBAD APPROVED for TRAFnc ENGINEER DATE . -·------ I SH4T I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT TEMPORARY TRAfflC CONTROi. PLAN FOR: --·-------·----------------------- ---------·-·· PALOMAR AIRPORT ROAD LOKEN BfJSINESS C£NTEH U.S. 04-04 ~RSVEDd~,,,? , ,,, .,, : •# GLENN PRUIM ~fl-"---CITY ENGINE~ PE 51#;4 EXPIRES 9-30-07 DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITlAL ' CHKD BY: REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: .. ,(£ M.S. 04-04 428-78 . -- - 1:\03107!\037'.\Wll-4.dwg lklc 2:l. 2005 10 146"1 Xre'I$: CJ71MD ) ·022206 I I I I I i ;::::::::;::::::::;::::::::;;;;;;:;;;;;;::;;::;;;;;;;;:::;::::;;;:::-;;---;;-;::::::::--;;;--;;;--;;;--;:;--;:;-;;;·;:::··;:::·--;::··;··;:: .. ;·-;···;::··:::--;::···;--;·•;:::··;::·•;:: ..... -;:;--;::;:::;:::;:;-:::-;::-;::-;::-;::--;;i;::--~;:;-;:;~~ .. ;:;···;:;· .. ·;:;··;;;·;;; .... ; .. ,·-;;;·--·-;.-··;;;··--·~-----.............. _ ... _ .... __________ ·-------~----TE,-'~;;:rn::".""J II II ii ._. II d ti· W20-! ~i 11 !<.,• ' ~i ji ! I ~! 'I . 1 '. I ; j I I ?j """' ' I ~I l1 ~ ~I 11 l " ) --i, / ' x •. ·, '{ '""' ~ ~ ' -- JOO' TAPER •::i;-~~ (P/101/10£ O~NING FOR "'"'' :.. 0 , .. • LOKER AW . TRAERC) ·· · - NOT£!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER17CAL SURvEY CONTROL 2710 lck<;;r Avenu'cl W':lsf. Suit€ IGO Cad.shad, Colifc~nia 92010 750-92-1-7700 fox· 76~1-931--8680 www.odaycon-sultonts.c,:;n Civ"I t:ngin1oerhg Plonninq Processing Surveyin9 TURN-OUT CONST.'?UCl/ON ADVANCE WARNING SICNS (5lYJA8l£ J, SHEET 4) DESIGNED BY: _A.B. DRAWN BY: T.G. G.M. PROJECT MGR.: T.0.C. ENGINEER or ·woRK: TIMOTHY 0. DATE: MARCH2.0Jl.5 SCALE• 1" = 40' JOB NO.: 03-1071 G20-2 TRAFFIC CONTROL -PALOMAR AIRPORT ROAD "AS-BUILT ~~/ DftTE SCALE: 1' ~ 40' BENCHMARK: DCSCRIP'I0N: 2" ALUM/NU.Y DISC STAMPED CPS CONTROL Pr 2002 L0CATI0H: lN SIDEWALK NOR/H SIDE OE PALOMAR AIRPORT ROAD, JOO .FEET WEST OF MELROSE DRIVE klCOkJ fkOM: ROS: NO. 17271 (PT. NO. 17) D.,TUM: NGVD 1929 L_ 7 !65' TURN-OUT WORK AREA • MEDIAN WORK AREA .. i I I . fl\ DATE INITIAL ENGiNEER OF WORK REVISION I \QJll.l/l\~•.!IH,l'.JIJ'.>cl·11g [)~c 29, 200~ 3:4,lam X:CcfJ: 0371M:). 0371/l!h\P; 037;/,STR CJO {CA} • • DATE INITIAL DATE INITIAL DESCRIPTION OfHER APPROVAL C!TY APPROVAL ' I I I ) I o· 10· 40' 5 20 80' SCALE: 1" ,. 40' I SsET I CITY OF CARLSBAD I SH,TS I ENGINEERING DEPARTMENT TlltlPORARY TRAff/C CONTROL Pl.AN FOR: PALOMAR AIRPORT ROAD lOKER BUSINESS CENTER -M.S. /)4-/)4 APPROVED (ly' /l -rl,,. -ee;:~ ~✓c.,;(GIENNPRUIM J{f6/M4,, CITY ENG NC~R rE 5127. -EXrlRES 9-30-07 ATE DWN BY: PRO,JFCT MO. flRAW'N(; NO. Cr'KD BY r M.S. 04-04 428-18 FVW,• l:lY: ''"··--···--...... __________ ,, -________ ,, __ ------,. ---__ ., ___ -··-~-. STRIPING AND SIGNING: 1. The contractor is responsible for instollotlon of all elgning and striping. 2. All signing, striping and pavement markings shall conform to the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control devices (MUTCO) 2003 Edition as amended by the MUTCD 2003 California Supplement, the Coltrons Standard Specifications (2002 or latest version thereof), these plans and the Special Provisions. 3. All signing and striping Is subject to the approval of the public Works Director or his representative. prior to installation. 4. Any deviation from these signing and striping plans shall be approved by the Engineer of Work and Public Works Director prior ta any change in the field. 5. All striping shall be reflective per Caltrans specification. Striping shall be repainted two weeks ofter initial pointing. 6. All slgnoge shall be reflective per Coltrans specif,cations and shall use encapsulated lens reflective sheeting (High intensity or equal). 7. Prior to final acceptance of street improvements, all street striping and markings within a 500' perimeter of the construction project wnt be restored ta a "like new" condition, in manner meeting the approval of the City Inspector. 8. Exact location of striping and stop limit lines shall be approved by the Public Works Director or his representative prior to installation. 9. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. 10. All pavement legends shall be the latest version af the Coltrans stencns. 11. Limit lines and crosswalks shall be field located. Crosswalks shall hove 10' Inside dirnenelon unless otherwise specified. 12. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. 13. Fire hydrant pavement markers shall conform to the MUTCO 2003 Editions as amended by the 2003 California Supplement and Son Diego Regional standard Drawing M-19. 14. All median noses and flares shall be pointed yellow. 15. All signs shall be standard size as shown in the MUTCD 2003 Editions as amended by the 2003 California Supplement unless otherwise specified. 16. Sign posts shall be square perforated steel tubing with breakaway base per San Diego Regional standard Drawing M-45. 17. 'Mien a sign is attached to a pole, It shall be mounted using a standard City of Carlsbad approved mounting bracket with straps. 18. Existing elgns removed by the contractor shall be delivered by the contractor to the City of Carlsbad Public Works Yard at 405 Oak Avenue. 19. All signs shown an these plans shall be new signs provided and Installed by the contractor except those signs speclflcolly shown as existing to be relocated or to remain. CONSlRUCTION CONlRACTOR AGREES 11-tAT IN ACCORDANCE "111-t GENERAU.. Y ACCEPTED CONSlRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WII..L BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J08 SITE CONDITIONS DURING lHE COURSE OF CONSTRUCTION OF TiiE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, TiiAT 11-IIS REQUIREMENT SHAU.. BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONlRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOID DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AUEGED, IN CONNECTION "111-t PERFORMANCE OF WORK ON lHIS PROJECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: lHE ENGINEER PREPARING THESE PLANS "11.L NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO 11-tE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER OF TiiESE PLANS. 12·x1s· ® BIKE LANE (R7-9a) 24 x30" ~ R 7 (R4-7) 18"X18" TYPE N-1 (OM1-3) YELLOW REFLECTIVE SHEETING GRIND ALL EXISTING CONFLICTING STRIPING EXISTING IRS! "'N ,--..., PARK!NG ANY TIME R 26(S) l~EI R 81 ...... ---. 30" R 1 (R1-1) SNS 36"X36" W 41 (W3-3) 24"X30" NO PARKJNG Alf'/ 1lME MATCH LINE, ~E RIGHT SIDE " rRW " 21' !)' 21' -+--=H'll...C....-J " " BUS STOP CURB ~ RW--J \ GRIND EXISTING-t-+--11 PAVEMENT MARKING EXISTING e~ R 17 (R3-2) " " s V " " " " " " " " " " " " " " " ,, " " \i " " " " " " CURB GRIND EXISTING --CONFLICTING STRIPING 24"X30" NO PARKING ANY TIME R 26A(CA) a·xs· I END I R 81B(CA) l'';.Jl...--\\-t+--TYPE IV(L T) ARROW " " " " " " " " " " " " " " " " " " (TYPICAL) 36"X36" RIGHT LINE MUST RIGHT RlGHT R 18-2 (R3-7) 24"X30" R 26A(CA) ~ EXISTING 8 R 1 (R1-1) SNS TYPE IV(RT) ARROW (TYPICAL) 11 'ii ~ 0 o. R 26A(CA} 12·xs" I BEGIN I R 81A(CA) [XISTING STRIPING GRIND ALL EXISTING CONFLICTING STRIPING ( ) CURB TYPE IV LT ARR_o_w ____ R-=W~'.::--==--.=s~~t::==:;:i--:::: (TYPICAL) -_:..-------=- BUS SToP ___ -_-_-_:s~ - 12· 12' -12' 12' - L=35 ' '13' 11 • ---~--,., r _. R1 (R1-1) ADD SNS 12·x18" ® 11' ---1 ,...-::-:--:. --2oo• TRANSITION --- - MATCH EXISTING LEGEND : - ~ -300' TRANSITION 9 200' MATCH EXISTING W 41 (W3-3) (/) ):> 500' TO )(-WALK 200' • BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 11-IROUGH A20D). = END DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). 36"X36" RIGHT LINE MUST RIGHT RIGHT -- \PAL~::~ GENERAL STRIPING UTILITY EASEMENT CURB REMOVE ANO SALVAGE ALL EXISTING SIGNS FROM EXISTING MEDIAN. (R17, R10. R45 AND R96) --C-- EXISTING R 26D ~I.ml R 81 R 18-2 (R3-7) MATCH EXISTING DRAWING NO. 400- MATCH UNE, SEE RIGHT SIDE o ' 0 EXISTING IRS! RIGHT TURN ONLY I • 200' 36"X36" 36"X36" 15° EXISTING R 26D ~ R 81 ' fl ' ' I " ' I' '11"11 I ' rl- GRIND ALL EXISTING CONFLICTING STRIPING tl~~A::-N:::D~PAVEMENT MARKING \ RW 36"X36" RIGHT LINE MUST RIGHT RIGHT R 18-2 , \ (R3-7) IU-' -r---GRINO EXISTING BIKE LANE STRIPING CURB 12"X18" ® BIKE LANE (R7-9o) 24"X30" .., ....... NIY TIME R 26A(CA) I I ,, " ' " " " ,, I I ;, I /t I RW GRIND EXISTING CONFLICTING STRIPING NOTES: 1. lHE CONTRACTOR IS RESPONSIBLE FOR lRAFFIC CONTROL DURING lHE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOVtlll ON THESE PLANS. 2. THE APPLICATION OF lHE TRAFFIC CONlROL DEVICES AND THElR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONlROI. DEVICES (MUTCD) 2003 EDITION AS AMENDED BY lHE MUTCD 2003 CALlfORNlA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) 2003 EDITION ANO CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONlROI. DETAILS DESCRIBED IN SHEETS NO. TIA THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2004 SHAU.. BE USED IN Sll\JATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. lHE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FlELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF lHE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONlROI. DEVICES (MUTCD) AND CITY lRAFFlC ENGINEER'S APPROVAL 5. CHANNEUZA TION TYPE SHAU.. CONFORM TO "FEDERAL HIGHWAY ADMINISlRA TION (FHWA} MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCO 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT Willi FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, ANO/OR CONSTRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS. PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COOROINA TE WITH NORlH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. 36"X36" " MATCH UNE, SEE LEFT SIDE MATCH EXISTING E!J9}\l200' ----- EXISTING STRIPING 12· 12' 12· ------12· MATCH EXISTING TYPE IV(L T) ARROW (TYPICAL) CURB EXISTING STRIPING GRIND ALL EXISTING ,...:"----:-c~c=r.--..::.C:.::ONFLI CTING STRIPING 24"x30" ~ R 7 126 ,- (R4-7) 18"X18" I@= SIGNALIZED INTERSECTION 1 "'~ 20 12 _, 500' TO X-WALK < (/) < (/) < (/) W 41 (W3-3) , , - SCALE: 1"=40' o 20 40 ' TYPE N-1 (OM1-3) YELLOW REFLECTIVE B SHEETING NDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REV~BY:(JJ BY:1~~-@±. INSPECTOR = 12" SOLID WHITE LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). • DETAIL XX PER CALlRANS STANDARD PLANS. m •--= BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A240. (11-IERMOPLASTIC). 00 R 26D W 41 (W3-3) 24"X30" ~ MATCH UNE. SEE LEFT SIDE l----+--+----------+--~-4---1---1[:::JICITY~NGC~~AD IW = SIGNAL AHEAD PER CALlRANS STANOARD PLANS A24D. (THERMOPLASTIC). • TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). RS i ' • REMOVE AND SALVAGE EXISTING SIGN (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). DRAWING FILE NAME: 5303-PD-01_E U.S.A. I. 005303 12-28-05 AT, MV MP: 12-28-05 r~l ~ R 81 200· R 26A(CA) 12•x5• PROVIDED BY: O'DAY CONSULTANTS BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAO, SUIT£ 106 SAN DIEGO, CA 9212J, (858) 560-4911 © I ' 1/.} I ni:; DREW P. SCHLAEFLI -.E. #930 7iiii: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR: PALOMAR AIIPOAT ROAD AND LOKER AYENlE WEST/ N40VATION WAY APPROVED:8>" GLF:NIV Pl?/Jl/11 PROJECT NO. DRAWING NO. M.S. 04-04 428-7B PHASE DIAGRAM POLE SCHEDULE LOKER A VE. WEST WORK TO BE DONE: The improvements consist of the following wori< ta be done according to this plan and: STANDARD PLACEMENT SIGNAL MOUNTING LUMINAIRE NO. TYPE HGT. SIG. M.A. LUM. M.A. C□-HPS A/B C VEHICLE 'A" i..:::,; 24-4-129 30' 35' 15' 25011 15' 6' 2-MAS ® 1-A 10' ---15' 6' - © 29-5-129 30' 55' 15' 25011 14' 6' 3-MAS ® 1-A 10' ---14' 6' - ,...E' ~ 24-4-129 30' 35' 15' 25011 14' 6' 2-MAS ® 1-A 10' - - - 14' 6' - ® 61-5-129 30' 60' 15' 25011 14' 6' 3-MAS ® I-A 10' ---14' 6' - I. INSTALL 2' ADA PEDESTRIAN PUSH BUTTON PER CITY OF' CARLSBAD SPECirICATICIN. 2. CONTRACTOR SHALL POTHOLE POLE rauNDATIDNS PRIOR TD ORDERING POLES AND MAST ARMS. GENERAL NOTES: 1. The location of all underground utilities on these plans is approximate. The contractor shall determine the depth of all utllties, including those not shown on this plan, and verify all job site conditions. 2. The contractor shall obtain all necaesory permits and notify all utulty agencies at least 48 hours In advance of construction. 3. All new f)l!ll boxes and covers shall be concrete unless otherwise shown. Pull box covers shall be mori<ed with TRAFFIC SIGNAL • All pull boxes shall be No. 5 unless otherwise specified. Puff boxe spacing shall be 200 ft. SV-I-T TV-1-T SV-1-T TV-1-T SV-1-T TV-2-T SV-1-T TV-I-T PEDESTRIAN SIGNAL PUSH BUTTON TYPE PHASE QUAD SP-1-T SP-1-T SP-1-T SP-1-T SP-I-T SP-1-T SP-1-T SP-1-T 0 0 0 ADA ADA ADA ADA ADA ADA ADA ADA R y G e YA e GA 1116 s ,a II !08 II !02 N !02 N !04 E 114 E !06 s IISNS REMARKS . Pnlol'IO.I" Airport Rd. - -Loker Ave Vest lnnovnt I on llny - - Pnlol'IO.I" Airport Rd. - Loker Ave \lest - -Innovntlon llny - - - - - - - - - ~-- X ~ I 00 ,,; "! l> Ss cl RW CURB EXISrlNG TRANSFORMER D101827 ~3 2'C, PER SDG&E REQUIREMENTS 2"C, 2/16 (SIGNAL), 2#10 (VIDEO SERVICE), ~---~ 36"X36" 1#8 (GROUND) 36"X36" 11 R73-2 ' NO U TURN R73-3 re, 2(/8 (LIGHTING)., -=5====1:t~:~ 2#10 (IISNS), >- 1(/8 (GROUND) I I 4. All conduit shall be 3" unless otherwise specified. 5. All trofflc signal pale foundations shall hove a 3• conduit Installed to the adjacent No. 5 pull box. The controller foundation shall have a spare 3• conduit stubbed out to the adjacent No. 6 pull box for future use. DETAIL !62 + 3 5 SECTION HEADS l ........ ..__.,__ CURB ®1 6. All new loop detectors to be Type E . Loop detectors shall be 6' diameter and positioned In the center of lane unless otherwise shown. Loops shall be seold using hot-melt rubberized asphalt sealant per Caltrons specificotians. See Coltrons Standard Plans ES-SA and ES-58 for detector legends ond detaUs. 7. All signal heads shall be 12" In diameter with bock plates. All red, }'ellow, green and pedestrian signal Indications shall be LE.O. 8. Pedestrian heads and push button signs shall be international S}Tllbols. Pedestrian signals shall be Type A , LE.O. Pedestrian push buttons shall be 2• AOA. 9. Luminalre and 1.1.SN.S. shall have Type IV P.E.C. 10. Anchor bolt nut covers shall be provided for all standards. 11. Sign panels for the internally Uluminoted street name signs shall be fabricated using prismatic lens sheeting (Diamond-grade or equivalent) and shall be 6' wide. 12. The controctor shall be responsible for the layout and installation of loop detectors, traffic striping, pavement mori<lngs and legends, pori<ing removal and traffic signing shown on these plans. All traffic striping and mar1dngs within an 500 foot perimeter of construction project shall be restored to a "like new• condition, in a manner meeting the approval of the City inspector. 13. The contractor shall obtain approval of the Public Works Director or his representative for the loop detector locations prior to cutting ond the locotlons of the striping, pavement mori<fngs and legends, parking removal and signing prior to pointing and lnstollat!an. 14. The contractor shall be responsible for the removal of all conflicting striping and pavement mori<ings by grinding. 15. The contractor shall not erect any signal stondord more thon two weeks prior to the scheduled traffic signal tum-on unless approved by the Public Works Director or his repreeentotlve. 16. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during flashing operations. 17. All trofflc signal improvements shall be installed In coordination with the signing and striping contractor. 18. Existing STOP and STOP AHEAD l!fgns and pavement legends shall not be removed until traffic signals are operational or untU directed by Public Work Director or his representative. 19. The contractor shall be responsible for ony monumentotlan and/or benchmarks which are disturbed or destroyed by construction. Such paints shalt be referenced and replaced with appropriate monumentatlon by a licensed land surveyor or registered civil engineer authorized to practice land surveying. A comer record or record of sur,ey, os appropriate, shall be filed by the licensed land surveyor or registered civil engineer os required by the Land Surveyor's Act. 20. Limit lines and crosswalks lhall be field located. 21. Testing of control equipment and cabinet wiring shall be accompllshed at a facfflty designated by the City of Carlsbad. The contractor shall deliver and pick-up equipment. 22. The conductor schedule is furnished os an instollotlon guide only. It shall be the contractor's responsl>lity to provide the correct conductors required for Intended operation. 23. The contractor shall coordinate service detoffs ond scheduling with SDG&E ond pay the required fees for service connections. f "/ , - 405' TO X-AU< 8' 12' 12' 12· 5' 11' 11' -5' 12' --. --------- {!!) !62 !62 !62 _ __, __ _ --A✓ V} ---.---·- VIDEO CAMERA 5 J,----..+4 #4 L -----:'j--t. ---------- Z1-2 I Z3-,,2 ---+-~--"".'_---1 I Z4-2 --)-----~. ---------.. GENERAL • UTILITY CURB 3 C, 1DLC, 1SIC 14' EASEMENT ® ,1 24. All salvaged equipment shall become the property of the controctor. CONSTRUCTION NOTES: INSTALL 3"C, WITH 6 PAIR (120 INTERCONNECT CABLE TO CONTROLLER CABINET AT EL CAMINO REAL ANO PALOMAR AIRPORT RO. APPROXIMATELY 2280 FT. (PULL BOXES 200' APART) ©;; I ~---------------I! IT] Install Type 170E Controller In Madel 332 aluminum cabinet including the neceseory occess01ies to provide the phasing and operation shown on this pion. The cabinet shall have a pull-out document troy. The controller unit shall be equipped with one Model 412C Program Module, one Madel 404 Modem, one blank Madel 27256 EPROM Progromming Chip, two Madel 752 Dual Priority Discriminator Carda, Type 200SA Locol Intersection Control Program and EDI 2010ECL Conflict Monitor Unit. An unlnterruptible power system (UPS) shall be Installed in the controller cabinet usln~ a swing-away mounting._ The UPS shall provide a minimum of B hours red flash operation intersections using red l£D signol in~catlons and provide power conditioning ta controller Clary SP 1000 -ies or approve<! "'l!Jal • Batteries for UPS shall be housed ill a NEMA-3R rated cabinet mounted to the side of model 332 cabinet per Caltrons Specifications. Battery cabinet door shall be equipped with o Best Campany lock cover and lock. IIJ Install T)i)e Ill-Br Signal and lighting Service Enclosure per SDG&E requirements. Provide 50-1P, 120V SIGNAL metered circuit break•, 15A-1P, 120V 1.LS.N.S. metered circuit breaker, 15A-1A ond 30A-2P, 240V LIGHTING unmetered circuit breaker, Service cabinet shall be fabricated from anodized aluminum sheet per Caltrons Specifications. @J Contractor to verify service location with SAN DIEGO GAS & ELEClRIC CO. II] Install Single Channel E. V.P.E. Detector Unit (3M Opticom Model 711 or approved equal). Contractor shall furnish and Install E. V.P.E. equipment, mounting hordwora, coble and all other hardware necessary. See Detail this sheet. DETAIL 'B' STREET NAME SIGNS LOCATIIJNi @ .. ® IPo.lorio.r Airport Rcl.J LOCATIIINt @ -Loker Ave \./est Innovo. tion \./o.y- LOCATIIJN1 @) Loker Ave \./est- -Innovo. tion \./o.y DETAIL "A" POLE LOCATION ECR1---~ u CD CURB ! !22 i ' , I '6 R73- I : I I : : I I I I : I ,. I : I ' ' " " " " I . ' ' ' ' -' "' ! I ,_ i 20· : 03 : !68 ' ' I 11 I 1 2 i ir ~ ,-------- 5 6 7 8 ___I ------l I l -- Fl.ASHING OPERATION SHAI.L BE RED IN AI.L PHASES. ,1 ,L 6P --------6 112------2P PHASE SEQUENCE Wnt--CURB RW CROSSWALK t t 1~1 10' ',~h 15 ~12'',,,l...i B.C.R. ', -....:______CURB', CROSSWALK LAYOUT R X-WALK Z5-4ri · !::'Lo~-.. .. ---. ------8 --,·---------------·----Z4-4 I .. • !66 12' ------=---,.f------------------ 1. The City of Carlsbad Special Provisions. 2. Callfornla Dept. of Tronsportotlon Standard Specifications ( July 2002 or latest revision thereof). 3. Californlo Dept. of Transportation Standard Plans {July 2002 or latest revision thereof). 4. "Federal Highway Admlnlstrotlon (rHWA) Monuol on Uniform Traffic <?9ntrol Devices (MUTCO) 2003 Edition os amended by the MUTCO 2003 Colifomlo Supplement 5. Standard Specifications for Public Works Construction (2000 Edition or latest revision thereof). 6. San Diego County Regional Standard Drawing (2003 Edition or lotest revision thereof). NOTE: If' THIS lRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR Of CITY APPROVAL. PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE or BEGIN CONSlRUCTION DA TE. NO WORK SHALL BEGIN ON THE lRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE CITY ENGINEER. CONDUCTOR SCHEDULE COND CONDUIT RUN & &. £ & &,. & SIZE THW CONDUIT SIZE 3• 3• 3• 2-3' 3• 3• LOCATION A 1/-1/-1/-1/-1/-1/- LOCATION B 1/-1/-1/-1/-/-Y, LOCATION C ½ ½ 1/. ½ 1/-1/-f:I LOCATION D 1/-1/1 1/-1/1 /-/-/;Jo LOCATION (E /-/-½ ½ /-/-t1 <I/ LOCATION F 1/-1/-1/-Yt 1/-1/-... LOCATION G :;/... /-/-:;/... Y2 1/_ LOCATION H /-/-/-/-/-/- TOTAL ½ ½ ½ ½ ½ Yt VIDEO CAMERA #1 - ----- VIDEO CAMERA #2 1 1 -1 --COAX VIDEO CAMERA #3 1 CABLE - -1 -- • VIDEO CAMERA #4 ----1 - TOTAL 1 1 1 2 1 - VIDEO CAMERA #1 ------ POWER VIDEO CAMERA #2 1 1 -1 -- 3/#16 VIDEO CAMERA #3 --1 1 --CABLE VIDEO CAMERA #4 ----1 - TOTAL 1 1 1 2 1 - LOOP DLC 912 ---1 -- b:,. 3• ½ 1/, 1/. 1/- 1/_ 1/- /- /- ½ 1 - - -- 1 - ---- .&. 3-4" ½ Y, ½ ¾ ½ Yt ½ 1/1 ¾ 1 1 1 1 4 1 1 1 1 4 1 Z3-4 I I( !66 12' !66 LOOP DLC 914 - --- ----DLC 112+-t'+-f _.,---,-CURB RW ~ --------- Z2-4 Z1-4 1 I -+--12,_'J _ _,_I ,_!6_1-+- :· r·-L --- 14•1--~--i SCALE: 1"=20' 0 10 20 12' 12' 12· 12' 12' 8' E.V.P.E. DETECTOR MOUNTING DETAIL NO SCALE TYPE LOOP DLC 916 -----1 1 1 B LOOP DLC !08 -------- TOTAL ---1 -1 1 2 E. V.P.E. -------- #8 LIGHTING 1 1 1 3 1 --4 #10 STREET NAME SIGN 2 2 2 2 2 -2 - #8 GROUND 1 1 1 1 1 1 1 1 #4 SERVICE -------- #10 VIDEO SERVICE -------- ••1NTERCONNECT CABLE (SIC ---1 --1 2 MAST ARM §ft~L~~ND • BELDEN 8281 (VIDEO DETECTION) OR APPROVED EQUAL • • 6 PAIR #2D INTERCONNECT CABLE (SIC) DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM ENGINEER or WORK FOR lRAFFIC SIGNAL PLANS FOR THIS PROJECT THAT I HA \'E EXERaSED RESPONSIBLE CHARGE OVER DESIGN or PROJECT AS DEFINED IN SECTION 6703 Of THE BUSINESS AND PROFESS10NS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND lHAT THE CHECK or PRo.ECT DRAWINGS AND SPECIFICATIONS BY THE CITY or CARLSBAD IS CONFINED TO A REVIEW ONLY ANO OOES NOT RELIEVE ME AS ENGINEER OF WORK or MY RESPONSIBILITIES FOR PRo.ECT DESIGN. ENGINEER EXP. ~-3'0-07 R.C.E. 115964 LICENSE NO. DATE "AS"' J}l!IJ. T;_' BY:~~'M ANDREW P. SCHLAEFU R.C.E. 15964 DATE REGISTRATION EXPIRES: 8-30-07 REfflBY: BY-~~ <£ Df&i.ob) • INSPECT A TE I!] Install video detection system (lteris Vantage Edge or approved equol} to provide vehicle and bicycle detection for all approaches, including video detection processors ond video monitor in the controller cabinet, video detection cameros mounted on lumlnalre most anms and all wiring and ancillory equ!Pfflent. Video cameras far approaches on Palomar Airport Road shall be mounted on signal mast anms using monufacturer approve r1-. Video detection softwore shall be latest version. I DETECTOR ASSIGNMENT I EXACT LOCATION BY ENGINEER IN THE FIELD INNOVATION WAY [I] Install Mast Arm-Mounted Sign per Caltrans Standard Plan ES-7N, Detail •u•. Sign type as noted on plan. Ii] rumiah and install type •A• internolly-Hluminoted dual face Most anm mounted street name signs as follows: ( see detail "B") Locotion ® Palomar Airport Rd Locotlon (c) and @ Loker Ave West / Innovation Way. Slgn panel for llSNS shall be 6' wide. (I] Remove and salvage existing atr. eet light luminolre ofter signal energized. Install pull box aver foundation ond splice conductors In pull box. !THIS PLAN SHEET ACCURATE FOR ELECTRICAL WORK ONLY! DRAWING FILE NAME: 5303-E-01_[ U.S.A. I. 005303 12-28-05 AT, MV MP: 12-28-05 I DET. IPHASEI SLOT I FIELD TERMINAL I PPB OVIDED BY: O'DA Y CONSULTANTS TRAFFIC SIGNAL DESIGN BY: 'AN SYSTEMS ASSOCIATES, INC. e, \ 4540 KEARNY VILLA ROAO, SUITE 106 ;z;.: SAN DIEGO. CA 9212J, (858) 560-4911 © ' ~:/.Lt'J~~-1/1. lot, fW P. SCHLAEFLI -R.C.£ /15964 ~ DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION TRAFFIC SIGNAL AND SAFETY LIGHTING SYSTEM PALOMAR AIRPORT ROAD AND LOKER AVENlE WEST/ Nt<>VATION WAY APPROVED: GLENN PRlllM AT: OWN BY:~~- DA lE INITIAL DA lE INITIAL CHKD BY: PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: M.S. 04-04 428-7B