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HomeMy WebLinkAboutDWG 476-6; PD 12-02; CALLE BARCELONA DRIVEWAY; 01-05• GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL · REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORREC110N OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF 'A-OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM TH[ CITY AND OTHER APPROPRIATE AGENCIES. 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. NO REVISIONS WILL BE MADE TO 11-iESE PLANS WITHOUT 11-iE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF 11-iE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY 11-iE CITY 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET. (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 11-iE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHAii BE H[I D AT TH£ SIIf PRIOR TO TH[ BEGINNING OF WORK AND SHALL BE A TTEND[D BY ALL REPR[S[NTA TIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER 11-iAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT /760) 4.38-.3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THF DAY BFFORF THF INSPECTION IS N[[QFO INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL 7H STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM 11-iE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE JNSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI ISHFD BY THF CONSTRUCTION SAfFTY ORDFRS Tm F 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK ZONE DURING CONSTRUCTION, OPFRATJONS l'AI I CEA$£ IMMFDIATFI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY 11-iRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY 11-iE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF 011-iER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON 11-iE PLANS. 11-iE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. 11-iE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICl[NTL Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. 11-iE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPR[SENTA TIVE. UNDERGROUND SERVICE ALERT (800)422-41.3.3 SDG&E (800)660-7.343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)4.38-7741 COX COMMUN/CA T/ONS (760)806-9809 CITY OF CARL5BAD(STRE£T5 AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAO(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGUJTO WATER DISTRICT (760)6.33-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECJTOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 * AS APPROPRIATE STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL 77-if "R" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO 1HE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON 7HE5E PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE 15 TO BE ABANDONED IT SHALL BE REMOVED Wl7HJN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SO/LS. IN OTHER AREAS 11-iE PIPE WILL BE PLUGGED Wl7H CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION JV D.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN 11-iE STREET WITHIN 11-iE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS 11-iAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH Tl-IE 'CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES ANO APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES AND 11-iE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EOITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VAT/ON AND SHALL ADHERE TO ALL PROVISIONS OF 11-iE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO 11-iE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760) 438-3891) WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE Wl1H 11-iE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDIT/ON) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM 11-iE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF 11-iE STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM 11-iE C.M. W.D. OFFICE AND MUST BE SIGNED ANO APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY 7HE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT JN5PEC110N MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTURES SHALL 8£ ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM 11-iE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THODJC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SO/LS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA TIV[ FORM OF PROTECTION. 8. 11-iE EXACT HORIZONTAL AND VERTICAL ALIGNMENT ANO TYPE OF MA TER/ALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY 11-iE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. 7H£ TOP OF WATER METER BOXES SHALL BE FLUSH Wl7H 11-iE FINISHED SURFACE GRADE. 1 J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO JH[ "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT 11-iE PIPE JOINTS ARE NOT ALLOl\f:D. 11-iE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE 11-iAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 11-iE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY 11-iE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FUSCO£ ENGINEERING, INC. ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 CITY, STA TE: SAN DIEGO, CALIFORNIA 92122 TELEPHONE: (B58) 554-1500 BY: ~1fcl"'~ W · ~(J GREG y ~ LANG, PE R.C.E. NO.: 6B075 DA TE: _~ll+/-~=.o,,_.lt~Z.~--- REGISTRATION EXPIRATION DATE: JUNE JO, 2013 SIGNING AND STRIPING NOTES 1. THE CONTRACTOR 15 RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO 11-iE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (FHWA 's MUTCD 200.3 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD 5PECIFICA1/0N5 (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROl/1SIDNS. J. ALL SIGNING AND STRIPING IS SUBJECT TO 11-iE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA TI\IE, PRIOR TO JNSTALLA TION. 4. ANY DEV/A TION FROM 7HE5E SIGNING AND STRIPING PLANS SHALL 8£ APPROVED BY 11-iE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw" CONDITION, IN A MANNER MEETING 11-i[ 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 INSTALLA 1/0N. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCA TEO. CROSSWALKS SHALL HA \IE 10' INS/OE 0/MENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PA VEM[NT LEGENDS SHALL BE 7HERMOPLA5TIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO 11-iE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA '5 MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN 11-iE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA '5 MUTCD 200.3 REVISION!, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN 0/EGO REGIONAL STANDARD DRAWING M-45. 16. IW-IEN A SIGN IS A TTACHEO TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNT/NG BRACKET Wl7H STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO 11-iE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON 7HE5E PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHO'M\/ AS EXIST/NG TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND 11-iE OM1-J OBJECT MARKER SHALL BE 12"X12" OWNER/APPLICANT SAN OIEGU/TO UNION HIGH SCHOOL DISTRICT, A CALIFORNIA SCHOOL DISTRICT 710 ENCINITAS BOULEVARD ENCINITAS, CA 92024 (760) 753-6491 ASSESSOR'S PARCEL NUMBER: 255-27.3-08-00 LEGAL DESCRIPTION LOT 483 OF CARLSBAD TRACT NO. 88-03-2, ARROYO LA COSTA, UNIT 2, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1.3.386, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 20, 1996. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL SURVEY AND FIELD SURVEY METHODS FROM INFORMATION GATHERED IN SEPTEMBER, 2012 BY FUSCO£ ENGINEERING, INC.. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT 15 LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 255-27.3-08-00. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: Nl..£Z2. £6 254. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF THE NORTHERLY BOUNDARY OF CARLSBAD TRACT NO. 7.3-18, UNIT NO . .3 AS SHOWN ON MAP NO. 8258 AS REFERENCED BY MAP 13386. (i.e. NB7".30'15"E) BENCHMARK THE BENCHMARK FOR THIS SITE JS A CITY OF CARLSBAD SURVEY CONTROL MONUMENT DESIGNATED "CLSB-014", STAMPED "RCE 22606", FD. WELL MONUMENT MAREKD RC£ 22606 IN THE CENTER OF THE BULB CUL-DE-SAC AT THE EAST END OF VISTA CHAPARRAL AS SHOWN ON RECORD OF SURVEY 17271 FILED FEBRUARY 8, 2002 AS FILE NUMBER 2002-0112862. ELEVATION: 19.3.745 (NGVD-29) REFERENCE DRAWINGS DWG. 323-8: PLANS FOR THE GRADING AND IMPROVEMENT OF CALLE BARCELONA MAP 133B6: ARROYO LA COSTA UNIT 2, CARLSBAD TRACT NO. B8-03-2 Know what's below. Call before you dig. 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ° fox 858.597.0335 www.fuscoe.com ENGINEER OF WORK ~~W-~~ tt(lofr2-GREGOLANG, RC£ DA I REGISTRA Tl N NO. 68075, EXP. 06 30-13 VICINITY CITY OF' OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP CITY OF' ENCINITAS CITY OF' VISTA WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENT.S, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 77-i/S SET OF PLANS 4. RESOLUTION NOs. NIA • 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENOA TIONS BY NIA DA TED ...J:J.iL1. 7. 11-iE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. {,! 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDJT/ONS DA TED NIA . ~Q CITY OF' 9. STORM WATER POLLUTION PREV£NTION PLAN PREPARED BY l:1fA_ DA TED .11it,_. ,~-\Y SAN MARCOS 10. STORM WATER MANAGEMENT PLAN PREPARED BY NIA DATED NIA • 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION LEGEND DWG.NO. SYMBOL QUANTITY RIGHT-OF-WAY/ PROPERTY LIN[ __________ -- EXISTING EASEMENT _______________ -------- EXIST. CONTOUR ________________ ---120--- / EXIST. STORM DRAIN ____________ ~;_,_ - --sv-- - EXIST. WATER MA/N _____________ i __ ----llt--- EXIST. RECLAIMED WATER MAIN ___________ ---RW--- EXIST. SEf\E"R MAIN S--- EXJST. STREET LIGHT _____________ _ CONCRETE DRIVEWAY _______ G-14B••----1 ' f CONCRETE SIDEWALK _____ ,G-7, G-9, G-10, G-11••- CURB & GUTTER, TYPE G ____ G-2, G-9, G-10, G-11**- _W_□_ STREET LIGHT. 5,500 PUPIL LUMEN __ .c.-1**, E-2••, cs-21•_ ~ 690 S.F. 380 5.F. 36 L.F. 1 EA. 36 L.F. ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SORSO) UNLESS NOTED OTHERWISE. • CARLSBAD MUNICIPAL STANDARD DRAWINGS. •• (SDRSO) AS MODIFIED BY CITY OF CARLSBAD NQI£;_ ALL QUANTITIES SHOWN HEREON ARE FOR BONO/NG PURPOSES ONLY; THE CONTRACTOR JS RESPONSIBLE FOR THEIR OWN INDEPENDENT QUANTITY AND MATERIAL TAKE-OFFS TO CONSTRUCT THE IMPROVEMENTS AS IND/CA TED ON THESE DRAWINGS. SHEET INDEX SHEET 1: TITLE SHEET SHEET 2: STREET IMPROVEMENT PLAN SHEET 3: STRIPING PLAN SHEET 4: TRAFFIC CONTROL PLAN SHEET 5: TRAFFIC CONTROL PLAN "AS BUILT" ~::;a-~;:~,?-o~.~;'; REVIEWED BY: ~c.w,, I c,v,, PECTOR DATE fsiiml CITY OF CARLSBAD l---l---+-----------------1----+---+---+---I l____!_J ENGINEERING DEPARTMENT t----t----+-----------------t----+---+----+--- I SH~TSI t----t----+----------------t-----+---+----+---1 IMPROVEMENT PLANS FOR: CALLE BARCELONA OOVEWAY l----t---+--------------+----+---+---1----1 APPROVEDJl/4n X ~ --M.~EN K. l:=-,::--,r::-1-:::=:--+-f'<:--:--=---,;:,;;;:::------------f---t---t---+---I CITY ENGINEER PE 41204 EXP. J/31/13 Ol/2•//3 fi'I /A\ AS• Rlllt.T OWN BY: ~~-1 PROJECT NO. I DRA_WING NO. DA TE IN/11AL DA TE IN/11AL DA TE IN/11AL .c .i<tJ ENGINITR OF WORK REVISION DESCRIPTTON OTHER APPROVAL CJTY APPROVAL ~~ ~~ ~ PD 12-02 4'16-6 010913 C .... :e 0 Ci) .,, .,:;., U1~ I 0\ LA COSTA L[l.<::,,n I A CALLE BARCELONA & PASEO ALISO = STA. 17+J5 CALLE BARCELONA = STA. ID+DO PASEO ALISO (SOUTH) = STA. 1 +DD PA SEO ALISO (NORTH) AVFN.£ a.1VfWAIN VICINITY r.1AP N.T.S. -- KEY IAAP SCALE: 1 • = 200' 0 ----- -SD---S ---SD------------------- ------------ RW---W---RW- ---------- ------ ---w--w- ------ I \ '- ~------'------------------R/W - ----, -0 EXIST. 36. RCP STORM DRAIN PER DWG 323-8 w-Fi7 -SD~-~-~SD ~-~-~s□-=-----=-s□-=-----so-=---=---=-s ---= =-SD ___ i SD--=--=-=. -----------------------------------------~ --~ -1---------. RECLAIMED WATER MAIN I PER DWG 323-8. _____ _ I ---- CALLE BARCELONA EXIST. 12• PVC "' w --- IMPROVEMENT PLAN -CALLE BARCELONA 0 0 Know what's below. Call before you dig. SCALE: 1• = 10' Mi l".''<"',le", --?-orEss,% -• • FUSCOE (v<::, :( w :1( --,3'~. '% h .... ..:: &1£ <i\ w "" I! fl 0 I fl E E n I rs 0 * No. RCE 68075 : 6390 Greenwich Drive, Suite 170 XP. 06-30-13 '5'"1.>. CM\ r1-~"' Son Diego, California 92122 t: or c~u<fi tel 858.554.1500 ° lax 858.597.0335 www.fuscoe.com ENGINEER OF WORK ~~.(i_w.'bf'~ GREGOR9\v. ANG, RCE 11/3.,!Jz_ iF • DATE REGISTRATION NO. 68075, EXP. 06-30-13 , '' ' ~ u) • C'-1~ ,o c: 1 .. ~ 10' 5' 0 10' 20' ~c'c • C t f' ::.;,2.-:1 t .· ;;t . -::..... ··~ GRAPHIC SCALE IN FEET . Ol/?A//3 FE/ /A\ AS-81111..T DATE /NlnAL DATE /NlnAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL -~ --' DATE NOTES= 1. CENTERLINE STATIONING PER DWG 323-8, IMPROVEMENT PLANS FOR CALLE BARCELONA: STA. 17+35 OF CALLE BARCELONA EQUALS 10+00 PASEO ALISO SOUTH AND 1+00 PASEO ALISO NORTH AT THE INTERSECTION OF SAID CENTERLINES. 2. F7NISHED PAVEMENT SURFACE /S s• BELOW TOP OF CURB (TC) ELEVATIONS UNLESS OTHERWISE NOTED. IN THE CASE OF CURB & GUTTER. LIP ELEV.= TC-0.37'. 3. ALL PAVEMENT TO GUTTER TRANSITIONS SHALL HAVE A 3/8-INCH LIP FROM ASPHALT ELEVATION TO LIP ELEVATION OF GUTTER PER GS-9. 4. ALL CONCRETE REMOVALS SHALL BE TO THE NEAREST WEAKENED PLANE JOINT PER SDRSD G-11. 5. REMOVE CURB & GUTTER AND/OR SIDEWALK FROM SCORE-MARK TO SCORE-MARK OR FROM JOINT-TO-JOINT OR APPROVED COMB/NATION THEREOF BY PUBLIC WORKS INSPECTOR. CONSTRUCTION NOTES (D REMOVE EXISTING SHRUBS AND LANDSCAPING AS REQUIRED. REPAIR EXISTING /RR/GA TION SYSTEM AS NECESSARY. {I) REMOVE EXISTING STREET TREE AS REQUIRED. @ REMOVE EXISTING STREET LIGHT AND PULLBOX. @ REMOVE AND RELOCATE RECLAIMED WATER WARNING SIGN. @ REMOVE EXISTING SIDEWALK PER SDRSD G-11 AND NOTE 5 ABOVE. @ REMOVE EXISTING CURB &: GUTTER PER SDRSD G-11 AND NOTE 5 ABOVE. (j) EXISTING STREET TREE TO REMAIN, PROTECT IN PLACE @ EXISTING GA TE VAL VE TO REMAIN, PROTECT IN PLACE. ® EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE. @) EXISTING TELECOM RISER TO REMAIN, PROTECT IN PLACE. @ EXISTING TELECOM SPLICE BOX TO REMAIN, PROTECT IN PLACE. @ EXISTING ELECTRIC METER TO REMAIN, PROTECT IN PLACE. @EXISTING WATER METER AND BACKFLOW PREVENTER TO REMAIN, PROTECT IN PLACE. @ EXISTING /RR/GA TION CONTROLLER TO REMAIN, PROTECT IN PLACE. @) EXISTING IRRIGATION VALVES TO REMAIN, PROTECT IN PLACE. @ PROVIDE SMOOTH TRANSITION TO EXIST. SIDEWALK, TYP. @ NEW CONCRETE DRIVEWAY PER SDRSD G-14B. @) NEW 6-INCH CURB & GUTTER, TYPE G, PER SDRSD G-2. @) NEW CONC. SIDEWALK PER SDRSD G-7; THICKNESS = 7.5". @) PROPOSED SAWCUT LINE. CONTRACTOR SHALL ADJUST SAWCUT LINE/LIMITS OF REMOVAL AS NECESSARY TO CONSTRUCT IMPROVEMENT SHOWN ON THESE PLANS, TO COMPLY WITH SDRSD G-11 AND NOTE 5 ABOVE, AND AS DIRECTED BY THE CITY PUBLIC WORKS INSPECTOR. @TRENCH REPAIR PER GS-25; WIDTH = 1' MIN. @STREET LIGHT PULL BOX PER GS-21. @tu CoNovrr @)211 SLEE'lr: @ R_Elo CATEb Q1J1c./< C.ovP LER.. "AS BUILT" 30' ~1:;"Q lJ. ~J!: ©!to/15 RCE S EXP. l;J,,/,5 DATE .,J REVIEWED BY: <:'."1.... • D ~-~-l,(,' //\(SPECTOR DATE I S~ETI I SH~TSI CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CALLE BARCELONA O'll\lEWAY APPROVEDj/lu, X Vt2A /ltLLEN K. v;N Pl~~, CITY ENGINEER PE 41204 EXP. 3/31/13 ~~ OWN BY: /NlnAL CHKD BY. 'f,/M PROJECT NO. CITY APPROVAL RVWD BY: I PD 12-02 I DRAWING NO. 476-6 --__ L_ ---___ [ __ _ 1 \, \-\ \ -ll;-! ~!\ U J ;~ii b~fA1f ftLLE BARCELONA I \ ~ 7.·, I ------------------- -/ -b \; / -"-:PLACE TYPEIV (LT) ARROW - ----/~i~-J#,tgoE~1'f if:1~f:coNA lL ----~32 -_· ~-7..:.PER CALTRANS sm. PLANS - -BEGIN DETAIL 38 STA. 43+60 CALLE BARCELONA --. - ----~-:::: -~· -=----_ -----=--=--=--=---_9ALLE BARCELONA_ ---_(THERMOPLASTIC)__ --~ =-=-------=:-' ! --: --= - -BEGIN GRIND £XJST. STRIPING -\he~~-==----------------...,_ ---~ t~·=--"'"--------------.39+oo--_-:_::-_-.._.,,ii--4otoo ___ ___, '·P ,_ --------------------- -;".:::-----\ \. ------=-=-r: _.3atoo---=--_-__ :......-=------'\-1+00-;_ _ --42;00 ----"'-4.3 o -------~------- - - - - ---_:-_11-.:::1:-i"~o-~·:::-_::-,_ -=----=-=-=-----------------. ....,,...---:-~-'"-...\. -----------=== ~--1~------------- --__. i--_ _..1_ ,----___ --,-----==-~:;:::;::;;:;;;:::;:;;;;:::;::;::;:;;-?==:= _ / -w;;::: > ..,. , y _ _ _ -_ _ _ ---__ =::_-:_ --44+00-_ -----_ _ ---::::::: ----I L --------./ ;:z-----------!::. - ------ ---, --__ --:.. --t,, -co.{-==-------____ - -'\ ---+-"'<------STA. 40+60 CALLE BARCELONA -----_ _ ---_ _ ---._:• -::: -_ -~ ~ / _ } PLACE 40' OF DETAIL 29 -----\ --_ _ --_ _ --_ ~5:f:_oo - • GRIND CONFUCTING EXISTING ----4-.-____ ---_ --_ --_-..::::: ~---J -- / STRIPING, TYP. I \ -------------- -, ' PLAC£ TYPE IV (LTT ARROW ---------• ----PLACE.BIKE LANE PAV£M£NT STA. 38+00 CALLE BARCELONA PLACE BIKE LANE PAVEMENT PER CALTRANS sm. PLANS --------- LEGEND PER CALTRANS sm. £ND OF DETAIL 39A LEG£ND PER CALTRANS sm. (THERMOPLASTIC) -----_ PLANS (A24E) GRIND OF EXISTING PLANS (A24E) ----- 1 1 CONFUCTING STRIPING \ -_ STA. 38+00 CALLE BARCELONA -- BEGIN 200' OF DETAIL 39A BEGIN GRIND OF EXISTING CONFUCTING STRIPING TRAFFIC CONTROL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL, OR MOOTFICA TfON OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPL/CATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM ffiAFFIC CONffiOL DEVICES (LA TEST VERSION). J. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) FOR THE SELECTION OF THE MOST APPROPRTA TE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T10 AND T17 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (2010 EDITION) SHALL BE APPLIED IN Sf TUA TIONAL REQUIRING LANE CLOSURES OR DETOURING OF V£HICLES IN VARIOUS STAGES OF CONSffiUCTION. 4. THE LOCATIONS OF ffiAFFIC CONffiOL DEVICES ARE APPROX/MA TE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEV£R, ANY ADJUSTMENT MUST MEET THE REQUIREMENTS OF THE ABOVE: REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE CITY TRAFFIC ENGINEER'S APPROVAL. \ \ STRIPING PLAN -CALLE BARCELONA SCALE: 1° = 40' ,..Qr--._, 40' , 87RIPING AND SIGNING NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR /NSTALLA TION OF ALL S/GNAGE AND STRIPING. 2. ALL SIGNING, STRIPING, AND PA V£MENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (LA TEST EDITION), THE CALTRANS STANDARD SPECIFICATIONS (2006 OR LATEST V£RSION THEREOF), THESE PLANS, AND THE SPECIAL PROVISIONS. J. ALL SIGNING ANO STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTA TIV£, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROV£D BY THE ENGIEER OF WORK AND THE TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE: PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. 6. ALL SIGNAGE SHALL BE REFLECTIVE: PER AS7M DESTGNA TION 04956 AND SHALL USE TYPE IV PRISMATIC REFLECTIVE: SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHER'MSE SPECIFIED. 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROV£MENTS, ALL STREET STRIPING AND SIGNING AND MARKINGS 'MTHIN A 500 FT PERIMETER OF THE CONSTRUCTION PROJECT 'MLL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROV£D BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO /NSTALLA TION. 9. CONTRACTOR SHALL REMOVE: ALL CONFLICTING PAINTED LINES, MARKINGS, AND PA V£MENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTI. Y REMOV£0 BY THE CONTRACTOR. 10. ALL PA V£MENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA V£ 10 FT INSIDE DIMENSION UNLESS OTHER'MSE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAV£MENT ARROWS AND PA V£MENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER'MSE SPECIFIED. 13. FIRE HYDRANT PAV£MENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) AND THE SAN OTEGO REGIONAL STANDARD ORA 'MNG M-19. 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST V£RSION) UNLESS OTHER'MSE SPECIFIED. 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WTTH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA'MNG M-45. 17. 'M-IEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROV£D MOUNTING BRACKET 'MTH STRAPS. 18. EXISTING SIGNS REMOV£0 BY THE CONTRACTOR SHALL BE DELIV£RED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AV£NUE. 19. ALL SIGNS SHOWN ON THESE PLANS HALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONffiACTOR EXCEPT THOSE SIGNS SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. BO' 120' --. . t i "AS BUILT" r}u. ':,{1-,w. ~ ct, o(.()ft.,/ts RCE ~--S EXP. _ /go/(5 DA TE REVIEWED BY: <J.~c.. •· I 5. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) AND BE CONS/'.:TENT 'MTH FIELD CONDITIONS DURING CONSTRUCTION. lffii! FUSCOE GRAPHIC SCALE IN FEET II\ SPECTOR c./tt,,/15:: DATE 6. CONTRACTOR SHALL PROVIDE SECURE COV£RINGS OVER CONFLICTING SIGNS DURING CONSTRUCTION. 7. ANY DELAY TN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES TN GOVERNMENTAL REQUIREMENTS, STANDARD, OR FIELD CONDITIONS. 8. CONTRACTOR SHALL REMOVE: AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PA V£MENT MARKERS, AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 9. CONTRACTOR TO COORDINATE 'MTH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION AS REQUIRED. NOTE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH GENERALLY ACCEPTED CONSffiUCTION PRACTICES, CONSTRUCTION CONTRACTOR 'MLL BE REQUIRED TO ASSUME THE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONffiACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, TN CONNECTION 'MTH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. - Know what's below. Call before you dig. E H O I ~ E E n I H 0 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° lax 858.597.0335 www.fvscoe.com ENGINEER OF WORK DATE I REGISTRATION NO. 68075, EXP. 06 30 1.3 1---+----1------------+---+---+---+----tl SH,;ETI CITY OF CARLSBAD I SHE5ETSI :==="'=:::..,'.=:::::::::EN=G=l=NE=E::::R=fN=G=D=EP=A=R=T.=M=E=N=T==::'....':===: IMPROVEMENT PLANS FOR: oZ/-U/13 F~ I /A\ AS-BV 1L T DA TE IN/1/AL DA TE fN/1/AL DATE fN/1/AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CALLE BARCELONA S/CNNG AfD STRIPING APPROVED: .J/j_,_ y -,/,. . -IJ~J "t,EN K. . , CITY ENGINEER OWN BY:-~- CHKD BY: 11ft: R\1\\1) BY: PE 41204 EXP. J/31/13 PROJECT NO. PD 12-02 VAN p ,sKr ,.,..!,., ,, z. DATE DRAWING NO. 476-6 0 w :e 0~ 'Tl.,::.. u, "' en I en NOT TO SCALE TYPICAL LANE AND SHOULDER CLOSURE :4 Y" ZONE -(])TEMPORARY "NO PARKING/TOW A - -- SIDEWALK • 'i G20-2 WORK Af?EA :,,I • ~r,'LI ·tJ ~!"20 1 PARKING OR BIKE LANE • • • • . ,, • 1 TAPER ,, I 1 L3 I ,3 12' Min. <= CLEAR I (SEE TABLE 1) ADVANCE WARNING SIGNS (SEE TABLE 3) <= STREET NAME __ ADVANCE WARNING SIGNS (SEE TAB/£ 3),_-1-- L L L 1/L w20-1"r3 W20-5(RTf W4-2(RT}r3 • • TAPER L1 (SEE TABLE 1) • L2 BUFFER • • • • r 0 CA • • • PARKING OR BIKE LAN[ SIDEWALK R-0-W LINE • • • • 1 TEMPORARY NO PARKING TOW AWA ZONE • • • • • • • R O W LINE -- CURB <= G20-2 CURB TYPICAL CLOSING OF HALF ROADWAY R-0-W LINE SIDEWALK W4-2(L T) W20-5(L T) W20-1 CURB=~~======================;::=:======:=:==;=======;;=;=§,~~;;:=;=~==========r====~r===::::::::::~ G20-2 TAPER L SEE TABLE 1 PARKING OR BIKE LAN[ STREET NAME L • ADVANCE WARNING SIGNS ~ L L3 (SEf TABLE 3} ½L • • R9-11a • • • • • ---t-~. • • • • • • ·----·-- r'W1-4(LT) R9-9 SEE TABLE 1 L L3 3 L3 ADVANCE WARNING SIGNS (SEE TABLE 3) <= • • • • • • • • • • • • C:O(CA)~ <= • • • • • • • • • • • • • • • • • PARKING OR BIKE LAN[ G20-2 R9-9 SIDEWALK R-0-W LINE (J) IF OUTSIDE LANE IS A PARKING LANE 71-f[N TEMPORARY "NO PARKING/TOW AWA y" SIGNS ARE TO 8£ POSTED PER TRAFFIC CONTROL NOTE 4. NOT TO SCALE • (J) IF OUTSIDE LAN[ IS A PARKING LANE 71-IEN TEMPORARY "NO PARKING/TOW AWA y'' SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. TYPICAL LANE CLOSURE ON TWO-LANE ROAD USING FLAGGERS TRAFFIC CONTROL NOTES 1, WORK HOURS TO 8[ RESTRICTED TO 8:30 AM TO 3:30 PM UNL[SS W3-4 APPROV[D OTHERl\1S[, 2, PED[STRIAN CONTROLS l\1LL · 8[ PROVIDED AS SHOl\1'/, (OPTIONAL) CURB =================================""F======'t""=~~~=::::::::;~mr==~wi;;2i?fo_:=:4;===~w20-1 G20-2 ~ 12' Min. • • 3. PED[STRIANS SHALL 8[ PROTECTED FROM ENTERING THE EXCAVA DON BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SADSFACDON OF THE CITY ENGINEER. NOT TO SCALE <= STREET NAME CLEAR <= L3 L3 L3 BUFFER, L MAX. -,--+--__ ADVANCE WARNING SIGNS (SEE TABLE 3l_ • • • • • • • • • • • • • • TEMPORARY "NO PARKING/TOW AWAY" ZONE(TYP) • • • • • • • TYPICAL SIDETf ALK CLOSURE R9-9 WORK AREA R9-9 SIDEWALK NOT TO SCALE &:.0-410 LEGEND ~ DIRECTION OF TRAVEL r PORTABLE SIGN • TRAFFIC CONE/DELINEATOR :j: TYPE JI BARRICADE F FLAGGER y FLAG TREE (« FLASHING ARROW SIGN 7¥'.-PORTABLE FLASHING BEACON I' (SEE SIGNAGE NOTE #3) K-RAIL (TYPE 50 CONCRETE BARRIER) DETAIL OA" " I+-,.... 7• 2' 3" 3" t· 7" ✓ 5"R (t I • N ~O"R "' - • \ 0 -!,I' 1"R • "' 4. TEMPORARY "NO PARKING/TOW AWAY° SIGNS STADNG THE DATE AND TIM[ OF PROH/8/DON l\1LL 8£ POSTED 72 HOURS PRIOR TO COMMENCING WORK, CALL CARLSBAD POUGE DISPATCH AT (760)931-2197 TO VALIDATE POSTING. 5. ACCESS l\1LL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MAD£, 6. TRENCHES MUST 8£ BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS AR£ PROVIDED. K-RAIL IS APPROVED ONLY ~EN SP[CfRCALL Y SHOl\1'/ ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HA V[ CLEA TS AND COLD MIX AT THE EDGES AS APPROV[D BY TH[ CITY INSPECTOR. 7. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR l\1THIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAmc SIGNAL DMING OPERATIONS SHALL BE COORDINATED WITH TH£ CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK, 9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTH[RWIS[ APPROVED BY TH[ CITY [NG/NEER OR HIS REPR[SENTA nVE. IF TRAFFIC SIGNAL LOOP DETECTORS AR[ RENDERED /NOPERA TIVE BY THE PROPOSED WORK, VIDEO DETECllON SHALL 8[ USED TO PROVIDE ACTUA noN. 10. FLAGGERS SHALL BE EQUIPPED 111TH A ~/T[ HARD HAT, AN ORANGE VEST, AND A "STOP /SLOW' PADDLE ON A 5 FOOT STAFF. 11, ALL TRAmc CONTROL DEVICES MUST 8[ MAINTAINED 24 HOURS A DAY, 7 DAYS P[R WED<, BY TH[ CONTRACTOR. 12. ALL TRAmc CONTROL SHALL 8[ IN ACCORDANCE 111TH TH[ CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, LA TEST ED/DON}. 13. TRAFRC CONTROL PLAN SUBMITTAL$ ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SH££T. 14. ALL TRAmc CONTROL D[VIC[S SHALL 8[ R[MOV[D FROM Vl[W OR COVERED WEN NOT IN USE. 15. THE CITY ENG/NffR OR HIS R£PRESENTADV[ HAS THE AUTHORITY TO /NIDA TE RELD CHANGES TO INSURE PUBLIC SAFETY. 16, ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT, CONTRACTOR SHALL CALL NCW AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL B[ USED IN ADVANCE OF TRAmc CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROV[D. THESE SIGNS SHALL BE SHOl\1'/ ON THE TRAFRC CONTROL PLAN, , ,, TABLE 1· TAPER LENGTHS L MINIMUM MINIMUM MAXIMUM MAXIMUM APPROACH TAPER LENGTH NUMBER OF SPACING OF SPACING OF SPEED CONES FOR CONES ALONG CONES ALONG (M.P.H.) L • TAPER * TAPER TANGENT 1 (FEET) ± (FEET) ± 25 125 6 25 50 30 180 7 30 60 35 245 B 35 70 40 320 9 40 BO 45 540 13 45 90 50 600 13 50 100 55 660 13 55 110 60 720 13 60 120 ICMSI CHANGEABLE MESSAGE SIGN K-RAIL (CONCRETE BARRIER TYPE 50) • BASED ON 12 FOOT W7DE LAN[. THIS COLUMN rs ALSO APPROPRIATE FOR LAN[ WIDTHS LESS THAN 12 FEET. •• ~-·-- \"?-QFESS1o,,✓, ■ ~,S fUSCOE ,f~'1' W, '1<~ I& ~\ h .... -_.: I! l3 G I n I! E I! I fl G w "' i No. RCE 68075 * 6390 Greenwich Drive, Suite 170 XP, 06-30-1 Son Diego, California 92122 "'" c· II # -1?, IV il' tel 858.554.1500 ° lox 858.597 .0335 f' OF c~\f" www.fuscoe.com ENGINEER OF WORK tt/'3ohz.. DATE INITIAL SIGNAGE NOTES 1. AT LEAST ON[ PERSON SHALL BE ASSIGNED TO FULL TIM[ MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2, ALL WARNING SIGNS FOR NIGHT LAN[ CLOSURES SHALL 8£ ILLUMINATED OR REFl.ECTORIZED AS SP[CIRED IN THE SPEC/RCA TIONS. J. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL 8£ EQUIPPED 111TH FLAGS FOR DA YnME CLOSURES OF ALL MAJOR AND PRIM[ ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LAN[ CLOSURES. 4. A G20-2 "END ROAD WORK' SIGN SHALL 8£ PLACED AT THE END OF THE LAN[ CLOSURE UNLESS THE END OF TH[ WORK AREA IS OBVIOUS, OR ENDS ITTTHIN A LARGER PROJ[CT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL B[ /LLUMINA TED TRAmc CONES OR RTTED WITH 13" R[FLECllV[ SLEEV[S. 6. FLASHING ARROW SIGNS SHALL BE USED PER TH£ CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL D[VICES (CALIFORNIA MUTCD, LATEST ED/DON), SILENT TYPE SHALL BE USED IN RESIDENDAL AREAS. 7, THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROX/MA fil Y AS SHOl\1'/ IN TABLE 1, 8. ADD/DONAL ADVANCE FLAGGERS SHALL BE REQUIRED ~[N TRAmc QU[U[S D[V[LOP, FLAGGER STA RONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECDON 6G.20 OF THE MUTCD. 9. PLACE CJD (CA) "LAN[ CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL 8£ POST MOUNTED USING SQUARE PERFORATED STEEL TUBING 111TH BREAKAWAY BAS£ PER SDRSD M-45, 11, CONSTRUCDON AREA TRAmc CONTROL DEVICES SHALL MffT TH£ PROv1SfONS OF S[CDON 12 OF THE MOST RECENT EDtnON OF THE CAL TRANS STANDARD SPEC/RCA TIONS, TABLE 2· BUFFER SPACE L2 -., APPROACH LONGITUDINAL SPEED BUFFER SPACE {M.P.H.) L2 (FEET)±* 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 SIGNS W20-2 ~ W1-3(LT) ~ [AO W20-5(RT) l~P~.I W13-1 ~ W20-5(L T) ENO G20-2 ROAD WORK EAD SIDEWALK R9-9 W20-1 CLOSED ,~o:: tt:D I R9-11 a ~ W20-4 EAD R9-10 SHOULDER W21-5 WORK ~ R4-7a W3-4 T <G> W4-2(RT) ~ C9A(CA) ~ ~ W1-4(L T) C30(CA) ED ~ C30A(CA) 0 W1-4(RT) TABLE 3· SIGN SPACING L ' --~ APPROACH MINIMUM DISTANCE IN FEET L3 SPEED BET'M:EN FROM LAST • { M.P.H.) SIGNS• SIGN TO TAPER LESS THAN 25 100' 100' 25 TO 40 350' 350' GREATER THAN 40 500' 500' 'EXACT SPACING MAY VARY DU[ TO FJELD CONDtnONS * S££ CA MUTCD TABLE 6£-101(CA) FOR SUSTAINED DOWNGRADES STEEPER THAN 3% AND LONGER THAN 1 MIL£ • I S4[TI CITY OF CARLSBAD I SH~TSI ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CALLE BARCELONA 7RAFRC CONTROL APPROVE~ ")(_ ~GLEN K • VAN PESK/ . V.J.... . ' 'fflt' z. CITY £NG/NEER PE 4-1204 EXP, 3/31 /13 DATE INITIAL DATE INITIAL OWN BY: PROJECT NO, DRAWING NO, G~A<:;,·Rff~ CHKD Bl'.· ,ITK DATE 7 REVISION DES CR I PT/ON PD 12-02 476-6 REGISTRATION NO. 68075, EXP, 06 .30 1.3 ENGINffR OF WORK 071/[R APPROVAL CITY APPROVAL R\/\,1,V BY: 0 a I I I I ,CO□• [ LL flLJOc:, - -~ -... .,. 4 .. _!§ :::t1 N n□o I <= <= , ----!.LI C -----------------------------------------------------------------------------~ <= <= ---------------_io -27t00----=..:;:-_-_-...:----281:00:::--_---=...::-_~ =--_-_-29fJ?O---_::--+----= ::-.Jotoo--:.---=..::::;::_-_-:: -.JltOO-_-:_;::-_~:::-~--.32fOO-=---=--=---;=. ----·.3.3..fOO---;::-,;::-_-_= .J4tOO· ----, -= -·.J5t00-:_--____ -35 O _ -..J (b -- ------------------------- ------------------ --------- ---------- - - --- ------- - -----=--+--t -9: --_::c: (") ~ ~ --------,0 . ----- ----·-------- ---- - - --- - - ---- - - - - - --- - ---- - --- - - - - - - - - - - - - - - ------- --- - - --------~ :<:( c:>: ..... _ .... .. 1.-1120-1 ~-"" ...-----..... .:20-5 {'!3!!J_ ~ ,c JO (CA) (MOO.)-------~ ~ ;_~::::=l:::;:ls;;:;;._:,,:-~~,;:::: ... .. ·_ ·_ . r.cc --- -..!. -I I - -500' ADVl--:;CE WARNING -- -- -□ -L.J --5;' ADVANCE ~A;N:.' - -, I I -~--: .------------------, APPROACH SPEED 45MPH . .. ~ 0 0 APPROACH SPEED 45MPH ... I NOTE: CONTRACTOR SHALL PROVIDE WORK Bl<E ROAD / ~-. R9-11 (L) SIGN AT sou TH EAST CORNER AHEAD i~ I OF CALL£ BARCELONA AT PAS£0 ALISO ~DEWALK CLOSED • AHEAD i'Rr'\C'C' HERE R9-11(L) 36•x35• 36.x36• 36 x36• I -W20-5 {MOD.) C 30 {CA) ~u ~ TRAFFIC CONTROL PLAN -CALLE BARCELONA SCALE: 1" = 40' 36"x18" I / / --r1 I ----- - .., '°LJ n - ------ I I_ I :-: _____ ---CALLE BARCELONA <= I ----=>-__ _ ----------~~ y -----<= ---~ I -::::. _ ::.'::3"-1_~ -___ ----____ ·.39+00-----· 7)~ 40fOO ___ __, _,---41+00--_ _ _ _ _ _ ---__ _ ---00-------l+r----__ ,:__ _ · _ I-----, ___ 42-tOO-_ _ --~ ~----~ -~-,): 38+ TYPE Ill BARRICADES WITH --_. /PROVIDE 12' CLEAR, --~ -----· ------4 ~ -., __ 37+00----:::;.. _:::-r ..:....-----PORTABLE FLASHING BEACON~ ----- --.:,:1_-✓ --MINIMUM. _ _ _ _ _ _ ------__ -_ 31oo--- ..J (b--_J..--\-::~--:..t~ ___ -AND R9-9 SIGN (TYP.) :i:1~ ->, G20-2 ----_ --::c: ........... ---__..,_ - -----. --__. • .--..... _,,._,,. _,,. ~ ·---• =f - - --, =,, ---- -~----:=;A + ·--- -I' .· ---) ---==--=-..--, '-I . ---- --,._, -· ---C JO (CA) {t.l_OD,. ----~='9Q-o L.--J ' - - -a ' ---~ ~-----~--~. :· -... - -- -' ', (I .. -~-. ---• . I --- ::!!:IC/) ---/ ---~ ,80' TAP \_ --• ..,,_ ---=----=.....,,-,_-.;; --WARNING 4 TABLE 1 " ---= ----_l2QJ•' ADVANCE -·,,; 45MPH 1/3 L1 PER SHEET ' 45 MPH) WORK AREA TYPE /II BARRICADES WITH -I ~-e-APPROACH SPEED (POSTED SPEED UMIT PORTABLE FLASHl(NG B)EACON ---------------------.. \ \ AND R9-9 SIGN TYP. I U TEMPORARY •No PARKING/TOW AWAY" ZONE 36'x1a• NOTE: CONTRACTOR SHALL PROVIDE I ,KE,,.. I s~~~~ J R9-11(R) SIGN AT SOUTH WEST CORNER I . , OF CALL£ BARCELONA AT PASEO CLOS,O R9-9 35•)(35• I C 30 (CA) (MOO) I \ \ TRAFFIC CONTROL PLAN -CALLE BARCELONA $CAL£: 1" = 40' AVELLANO 40' E SIDEWALK CLOSED AHEAD CROSS HERE R9-11{R) 80' t GRAPHIC SCALE IN FEET I TRAFFIC CONTROL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING TH£ INSTALLA 110N, REMOVAL, OR MOD/FICA 110N OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. TH£ APPL/CA 110N OF THE TRAmc CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (LA TEST VERSION). J. IN ADDITION TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) FOR TH£ S£LEC110N OF THE MOST APPROPRIA T£ DEVICES AND THEIR PLACEMENT, THE TRAmC CONTROL DETAILS DESCRIBED IN SHEETS NO. TIO AND T17 OF TH£ CALIFORNIA DEPARTMENT OF TRANSPORTA 110N STANDARD PLANS (2010 ED/110N) SHALL 8£ APPLIED IN $/TUA 110NAL REQUIRING LAN£ CLOSURES OR DETOURING OF VEHICLES IN VARIOUS STAGES OF CONSTRUC110N. 4. TH£ LOCA 110NS OF TRAmc CONTROL DEVICES AR£ APPROX/MA TE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET THE REQUIREMENTS OF TH£ ABO\/£ REFERENCED MANUAL ON UNIFORM TRAmc CONTROL DEVICES (MUTCD) AND TH£ CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZA 110N TYPE SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LA TEST VERSION) AND BE CONSISTENT 'MTH FIELD CONDITIONS DURING CONSTRUC110N. 6. CONTRACTOR SHALL PROVIDE SECURE COVERINGS OVER CONFl.lC11NG SIGNS DURING CONSTRUC110N. 7. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUC110N OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS, STANDARD, OR FIELD CONDITIONS. 8. CONTRACTOR SHALL REMO\/£ AND SALVAGE ALL £XIS11NG CONFLIC11NG SIGNS, PA \IEMENT MARKERS, AND GRIND ALL CONFl.lC11NG EXIS11NG STRIPING AND PAVEMENT MARKINGS. 9. CONTRACTOR TO COORDINA T£ wrTH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINA 110N AS REQUIRED. 120' -l lm!E FUS(OE 1--+-----i1------------1---t---+---+-~ I SH5££T I CITY OF CARLSBAD I $HE5ETS I £NG/NEERING DEPARTMENT ~IMP~R::=O::;VE::::,;:M:::::E::;NT~P:::::L=AN:::::S~F:::::O:::::R:======='..::::==:::; NOTE: CONSTRUC110N CONTRACTOR AGREES THAT IN ACCORDANCE wrTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUC110N CONTRACTOR WfLL BE REQUIRED TO ASSUM£ THE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SIT£ COND/110NS DURING TH£ COURSE OF CONSTRUC110N OF TH£ PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL 8£ MAD£ TO APPLY CON11NUOUSL Y AND NOT 8£ LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT LIABILITY ARISING FROM THE SOL£ NEGLIGENCE OF THE DESIGN PROFESSIONAL - - Know what's below. Call before you dig. E H O I H E E n I H G 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ° fox 858.597.0335 www.fuscoe.com ENGINEER OF WORK ~--. /,).'77,A GREGOfi(:;1 w.UANG, RC£ ( I REGISTRA 170N NO. 68075, EXP. 06 30 1.J II /3 "'lrz __ I DATE DA TE IN/11AL DA TE IN/11AL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CALLE BARCELONA TRAfflC CONTROL APPROVE'},½A, )!_ Vb? -r?uL-GLEN K. ~ PESK/ CITY ENG'(J{6f' PE 41204 EXP. 3/31/13 ~ DWN BY:~~- CHKD BY: ..JTg RVWD BY: PROJECT NO. PD 12-02 DRAWING NO. 476-6