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HomeMy WebLinkAboutDWG 538-3; AMEND 2019-0004; CHICK-FIL-A; 01-06"AS BUILT" DATE INSPECTOR DATE REVIEWED BY: P: \ C F A 1 8 0 5 0 \ C A D \ 0 1 - 4 3 0 6 - 1 8 0 5 0 S T . d w g , P U B L I C I M P R T I T L E S H E E T , 9 / 7 / 2 0 2 3 1 2 : 1 3 : 0 2 P M 9-7-2023 NF9/11/2023 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. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION 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 Wl?ITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MA Y 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 THESE PLANS WITHOUT THE Wl?ITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE 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 THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS 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 PRFCQN5TRIICT/QN MFFUNG SHAii BF HFID PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES 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 DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PREC0NSTRUCTI0N MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-H0UR INSPECTION REQUEST LINE AT {760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON ll/E WORK QA Y 80"08[ ll/E WSPFCllQN t'i NFFQFQ 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 TH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING 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 THE HAZARD OF CAVING GROUND DURING THE EXCA VA TI0N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION 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 FXCA VA TIQN IF THE Pl AN VAR/ES FROM THE SHQRWG SY5TFM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS UTLF B 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 16. lfJXl1liJlitfilllbl SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMFDIA TEL Y, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 18. 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 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. {A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING Al ONG THf HAUi ROUTE OR AD,JACFNT STREETS AS A RFSUI T OF THE GRADING OPERATION. 20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RES.ULT OF THE GRADING OPERATION. 21. 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 OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE 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. 22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES { ABOVEGROUND AND UNDERGROUND } WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT JS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (.760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 *CITY OF CARLSBAD(SEWER, WATER & RECLAIME'D WATER) 76(!)438-2722 *SAN DIEGU/TO WATER DISTRICT (760)633-2650 *LEUCADIA WAS.TEWA TER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT 760)744-0460 *0LIVENHAIN WATER DISTRICT (760)753-6466 • BUENA SAN/TA TION DISTRICT {760)726-1340 x/330 • AS APPROPRIATE 24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA TIS.FACTION OF THE CITY ENGINEER. D: \DRA'MNG FILES\TITLE SHEETS\,JMPR0\IEMENT TITLE SHEET.DWG REVISED: 01/05/16 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, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" 3. A't!i'.E. UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET 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 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 VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT 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. 10. STREET LIGHTS SHALL BE 5,500 LUMEN {40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS {LATEST EDITION}, VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION { GREEN BOOK}. 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGN££ 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERM/ T SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CM. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. ALL INSPECTION REQUESTS OTHER THAN FOR PREC0NSTRUCTI0N MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-H0UR INSPECTION REQUEST LINE AT {760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. 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. 4. NO TREES OR STRUCTURES SHALL BE 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 THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA TH0D/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA TER/ALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1 • {UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARM0RCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE 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. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OR SNAPPING OF ASBESTOS CEMENT PIPE {ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-F00T INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTB0X WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INS.ULA TI0N FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE {HMW/PE) INS.ULA TI0N SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INS.ULA TI0N SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. PLAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. VMl i'flg(.Men: 4' Land SUn,eyors 1915 W, ORANGEWOOO AVENUE, SUITE 101 ORANGE. CA 82868 PHONE: (714) 935-0265 TRlJXA.W.COM SIGNING AND STRIPING NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {LA TEST VERSION), THE CAL TRANS STANDARD PLANS AND SPECIF/CATIONS {LA TEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANS.PORTA TI0N DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TI0N FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS 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 PERMANENT S/GNAGE SHALL BE REFLECTIVE PER ASTM 0ESIGNA TION D4956 AND SHALL USE TYPE JV PR/SMA TIC REFLECTIVE SHEETING {HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. Rl-1 "STOP~ Rl-2 "YIELD~ R2-1 "SPEED LIMIT" AND STREET NAME SIGNS SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL 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 APPROVED BY THE TRANSPORTATION 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 LA TEST VERSION OF THE CAL TRANS STENCILS. 11. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL BE HIGH VISIBILITY "CONTINENTAL" STYLE AND SHALL HA VE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. CONTINENTAL CROSSWALK MARKINGS SHALL BE PARALLEL TO THE DIRECTION OF VEHICULAR TRAVEL. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS INCLUDING BIKE LANE LEGENDS AND ARROWS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE. 13. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 4D5 OAK A VENUE 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 19. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW AND RELOCATED SIGN. 20. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 22. NEW "SIGNAL HEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE CITY ENGINEER OR HIS REPRESEN TA Tl VE. 21. ALL BIKE LANE LEGENDS SHALL BE HELMETED BICYCLIST SYMBOL AND ARROW PER CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FIGURE 9C-3 AND PAINTED, UNLESS OTHERWISE SPECIFIED. SHARED PROJECT DRIVEWAY WORKING HOURS PER CONDITION 43 OF THE CONDITIONS OF APPROVAL, CONSTRUCT/ON HOURS OF THE SHARED DRIVEWAY CAN OCCUR BETWEEN THE HOURS OF 2: 30AM AND 9: ODAM FOR A SHORT DURATION OF 1 TO 2 WEEKS WITH APPROVAL FROM THE CITY'S CONSTRUCTION MANAGEMENT INSPECTION DIVISION. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY CONVENTIONAL SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 22, 2018 BY JOSEPH C. TRUXAW & ASSOCIATES, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 210-170-08-00 & 210-170-09-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N: 6232628.290 ~£.~: ~1=9=9=09=9=8~.4=0=6 _____ _ BENCH MARK DESCRIPTION: 2.5" DISK IN THE EAST END OF A DRAINAGE BOX INLET ON THE SOUTH SIDE OF PALOMAR AIRPORT ROAD 61 FT. WEST OF THE BEGINNING OF THE BRIDGE OVER INTERSTATE 5 AND 2 FT. SOUTH OF CURB. LOCATION: ~C~ITY~O~F ~C~AR=L=SB=A=D~B=E=NC=H=M~AR=K~NO=. ~C=LS=B~-~13=8~, ~PT~. ~N=0.~3=8~----- RECORDED: ~C~IT~Y~S=UR-'=VEc=-Y-'c-="C=ON=TR""Oa=L~N=E~TW=O=R~K~&~RE=C=O=RD~OF~SU=R~V~EY~N0=·~1~72=7~1. ___ _ ELEVATION: 74.150 FEET DATUM:~N~G~\ii=D~2=9~------ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: JOSEPH C. TRUXA W & ASSOC/A TES. INC. ADDRESS: 1915 W 0RANGEWO0D A VE .• SUITE 101 CITY. STA TE: ORANG£ CA TELEPHONE· (714) 935-0265 ~ RANDY J. DECK£ R.C.E. N0.: _____ =81=0~7~7 ________ _ REGISTRATION EXP/RATION DA TE: 09-30-2023 LIST OF ABBREVIATIONS AB = AG GREGA TE BASE GB = GRADE BREAK AC = ASPHALT CONCRETE GM = GAS METER BS = BACK OF SIDEWALK GR = TOP OF GRATE CB = CATCH BASIN GV = GAS VALVE CF = CURB FACE HP = HIGH POINT DATE TC = TOP OF CURB TP = TELEPHONE POL£ TRAN = TRANSITION TRANS = TRANSFORMER UP = UTILITY POLE co = CLEANOUT ICV = IRRIGATION CONTROL VALVE 111.t = WATER METER EG = EDGE OF GUTTER INV = INVERT Wv = WATER VALVE EP = EDGE OF PAVEMENT MH = MANHOLE Ir. = PROPERTY LINE FDC = FIRE DEPT. CONNECTION OHW = OVERHEAD WIRE ti. = CENTERLINE FF = FlNISHED FLOOR PB = PULL BOX R/W = RIGHT OF WAY FG = FlNISHED GRADE PCC = CONCRElE FH = FlRE HYDRANT PIV = POST INDICATOR VALVE FL = FLOW LINE SMH = SEl'IER MANHOLE FS = FlNISHED SURFACE SW = SIDEWALK CITY TRAFFIC ENGINEER APPROVAL P.E. __ _ EXP. ___ _ ~#'~ BY:~/~/"_' ______ DATE: I ---- WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE nME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. 5. 6. 7. RESOLUTION NO. -~7~43~4~--DA TED 12 01 2021 THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GILES ENGINEERING ASSOC/A TES, INC. DATED 11-23-2022 & SUPPLEMENTAL LETTERS DATED 3-27-20 & 6-16-22. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED 12-01-2021 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY JNCOMPLI, INC. DATED 12-19-2022 'MJID NO. 9 37C401329, SW NO. PENDING 10. STORM WATER MANAGEMENT PLAN PREPARED BY JOSEPH C. TRUXAW & 11. ASSOCIATES, INC. DATED 9-9-2022 CALIFORNIA STORM WATER QUALITY ASSOC/A TI0N BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. INDEX OF SHEETS 1. ST-1 2. ST-2 3. ST-3 4. IMP-5 5. IMP-6 6. IMP-7 TITLE SHEET STREET IMPROVEMENT PLAN 1 STREET IMPROVEMENT PLAN 2 SIGNING & STRIPING PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL PLAN (CONTINUED) REFERENCE DRAWINGS PROJECT PE 2.84.68 ......... DWG 247-5A PROJECT PE 2.92.013 ........ DWG 328.71 PROJECT PD 378 ................ DWG 314-8 PROJECT PWS 13-40UTIL. .. DWG 467-7 BASIS OF BEARINGS THE BEARING NORTH 21'28'10" WEST FOR A COURSE ALONG THE EASTERLY LINE OF PARCEL MAP NO. 16972, FILE NO. 1992-639420, RECORDS OF SAN DIEGO COUNTY. STA TE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARING FOR THIS SURVEY. DEVELOPER NAME: __ CH_I_CK_-_F:_IL_-_A ____ _ ADDRESS: 5200 BUFFINGTON ROAD ATLANTA, GEORGIA 30349 TELEPHONE NO.: (951) 970-9138 VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 CITY OF VISTA 4-0~ CITY OF RO~~-! MARCOS SAN PACIFIC OCEAN CITY OF ENCINITAS TOTAL DISTURBED AREA = 47. 647 SF ~~~~----- {THIS AREA INCLUDE.S BUT IS NOT LIMITED TO OFF-SJTE WORK INCLUDING PUBLIC IMPROVEMENTS CROSSWALK NOTES 1. CONTINENTAL CROSSWALK MARKINGS SHALL BE ALIGNED PARALLEL TO THE DIRECTION OF VEHICULAR TRAVEL. 2. MARKED CROSSWALK SHOULD BE A MINIMUM OF 10 FEET IN WIDTH, PLACEMENT OF CONTINENTAL CROSSWALKS SHALL COMPLY WITH ACCESSIBILITY REGULATION PER THE MOST RECENT VERSION OF AMERICANS WITH DISABILITY ACT {ADA) STANDARDS. 3. THE CROSSWALK BETWEEN A DUAL RAMP CORNER AND A SINGLE RAMP CORNER SHALL BE AT LEAST 10 FEET WIDE AND SA TIS.FY THE MINIMUM OF 2 FEET BEYOND THE FLARE REQUIREMENT FOR THE SINGLE RAMP. 4. CONTINENTAL CROSSWALK BARS SHALL BE UNIFORM WITHIN THE SAME CROSSING. NO PARTIAL BARS SHALL BE INSTALLED. 5. A CROSSWALK BAR SHALL BE CENTERED IN THE CENTER OF THE CROSSING. 6. CROSSWALK MARKINGS SHALL BE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ( CA MUTCD) RETR0REFLECTIVITY COMPLIANT AND SKID RESISTANT. DESCRIPTION PROPOSED CURB PROPOSED CURB & GUTTER PROPOSED CROSS GUTTER 8.5 PCC OVER 4" AB PAVING 5' AC OVER 13' AB PAVING 8.5" PCC OVER 4" AB PROPOSED 4' CONCRETE SIDEWAU< EXISTING CONCRETE SIDEWALK PROPOSED TRUNCATED DOMES 3" AC GRIND & OVERLAY EXISTING CURB EXISTING CURB & GUTTER EXISTING V-GUTTER EXISTING CABLE TV LINE EXISTING ELECTRICAL LINE EXISTING GAS LINE EXISTING RECLAIMED WATER LINE EXISTING SE\1£R LINE EXISTING STORM DRAIN LINE EXISTING TELEPHONE LINE EXISTING WATER LINE PROPOSED RIDGE LINE EXISTING CONTOUR PROPOSED CONTOUR EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER METER EXISTING WATER VALVE EXISTING PULL BOX EXISTING SEl'IER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING CATCH BASIN EXISTING SIGN PROPOSED SIGN EXISTING STREET LIGHT PROPOSED TRAFFIC SIGNAL EXISTING TREE PROPOSED SAWCUT LINE WORK LIMITS PROPOSED 8.5' PCC OVER 4" AB DRIVEWAY PROPOSED 8' MEDIAN CURB TRENCH RESURFACING PROPOSED PEDESTRIAN RAMPS PROPOSED 6-INCH SE\\£R LATERAL PROPOSED 6-INCH FlRE SERVICE PROPOSED CLEANOUT EXISTING POTABLE WATER SERVICE EXISTING IRRIGATION WATER SERVlCE FlRE WATER SERVlCE PROPOSED 6-INCH DETECTOR CHECK ASSEMBLY EXISTING DOMESTIC BACKFLOW PROPOSED 1-INCH RECLAIMED WATER IRRIGATION BACKFLOW LEGEND DWG.NO. G-01"* G-02"* G-12 (MOOIFlED PER SOILS RECOMMENDATION) G-07, G-09 & G-11"' G-30 W-17*' & W-18" G-14E GS-18* GS-25* & GS-28' G-28, 31 S-7' W-9'* S-6* W-9*' W-6" SYMBOL --CATV-- ---1G:--- ---R·W'--- ---:s:--- ---SDt----- ---T--- ---W--- ---R--- -(427.0)- ---{illQ}-- [ C><J C><J WM □ t PB □ ® ® I!!! 9 9 0----0 _J ---FW-- 0 QUANTITY 260 LF 167 LF 1,813 SF 1,844 SF 1,071 SF 1,243 SF 125 SF 626 SF 1 EA 1 LS 794 LF 425 SF 136 LF 131 SF 8 1 EA 20 lf 1 EA 1 EA 1 EA 1 EA 1 EA AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS. CONSTRUCTION WORKER FOOT TRAmc, SOIL/GRAVEL PILES. unLITY TRENCHES, BACKRLL CUTS, AND SI.OPE KEYWA YS} TOTAL REPLACED IMPERVIOUS AREA = 26 444 SF TOTAL PROPOSED IMPERVIOUS AREA = Z 954 Sf •SEE DWG, 538-3A FOR BMPs ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING *'* SDRSD AS MODIFIED BY CITY OF CARLSBAD 0----+---+----------------+-----+---+----+----' I SHE1ET I CITY OF CARLS BAD I SHE,ETS I ENGINEERING DEPARTMENT ;::::==::'....::::=========:'....=:::=~ IMPROVEMENT PLANS FOR: DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHICK-FIL-A #4306 ROW NO. 2022-0401 TITLE SHEET APPROVED: ENGINEERING MANAGER DWN BY: __ _ CHKD BY: __ _ RVWD BY: JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 PROJECT NO. AMEND2019-0004 DATE DRAWING NO. 538-3 DocuSign Envelope ID: 0F785177-2E3F-43EB-8B05-0C88E87B060D 9/12/2023 NF o ::i~~I t C;;.) =.I u ~u.-d--:~ ~ ~ u _. ~ o u 1-1.&..a •...J 1--1.&..,.....'--U...JCIO u...1 1-o t-1-1.&..tr., _o_ U ....J U ....I U U O J"t LL.= . I-ll.. -I-I.&.. IXJ O O ,.......,_..,N O ~ ~ _: ~ ~.::--=;j ....J 11.. ....J ....,. 1-LL....., 1-I.&.. o 1-o 1-9 ,..;..,,_ ~ NN....; --:::::i....,,-..: --• ~ ci ..... 00 -0 0 co -::;-~ oci ~ ~ ,I .... m+ l.&..cn :::::;1.&..cn_,__ --~ ,......,,,.......,N_ ~o. ..-.o oo,-.. .... ma, COLO NNtr., «>i.n coo~~! Ol()r-,.. ...:+ --+-~J~ e,,J,...:;-..--..C! IO-.-...-o O'ILOr-... cno U-'._ mo "'q"cna, c-J....:+ co-+ <O-lt) c.J+ E ·+ in::0-~N+ U')..- 5'-'r--+-?"'i!'+~_,,,"'.,"''f"---+-c=ic.. ~ ~ i:~ 'ai'o ~ ~ ~-: "! <D -: IO I-I.&..~ ¥ ~ ~ ~ ~ ~~.,,..:~+~_,e~e=<f="''----""'N tN N N ,,"'>c<+><-j--',e'5.~=---+----"~;;,"';...;__~_~,,----j-'~"'"'c.;e;=c.::::=------11---~+----+----+------+----+-----i-----'"ln-------'( i __...... --~-;::~'---+_..,._·_,,..:,_,..,.,,__<'Iii----lO lO tfl LO-.,,-..,""-f--•N-----11---,-...-~.-,o ....... _..., in , ~...... . -~~---·· -., (0.6%) ~-1%)~ ---- :---l---t--=--=-=-4 t..;:..._!;,;;~~~=a:2f'~F-P:::RccO:::PO..::S::..E:::D:..!Tj=O=P=Oe!!F;;;C=ULR:::B-"f"=-=.J!c...::::...c...f-:EX'-'IS::.TI..::N::..G_G_:R=AiD-E=-;;,.....:_~~~:::_.=___:=+::.._::__ __ +-___ --+ ____ + ____ f-----:-E::::;:IS=TI~NG:i:G=R::AD:::-E ----+-------11------1------1-------1---_.,~----- ---+-~ 15+00 14+00 CONSTRUCTION NOTES l6ol SAWCUT & REMOVE INTERFERING SECTIONS OF AC PAVEMENT, CONCRETE DRIVEWAY, CURB & GUTTER, SIDEWALK. (TO NEAREST JOINT). CONSTRUCT DRIVEWAY PER SAN DIEGO REGIONAL STD. G-14E. CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL STD. G-01"'. (TO NEAREST JOINT). CONSTRUCT 6" CURB & GUTTER PER SAN DIEGO REGIONAL STD. G-02'"· (TO NEAREST JOINT). CONSTRUCT SIDEWALK PER SAN DIEGO REGIONAL STD. G-07, G-09, G-11"'· {TO NEAREST JOINT). CONSTRUCT MEDIAN CURB PER SAN DIEGO REGIONAL STD. GS-18'. (TO NEAREST JOINT). SAWCUT AND REMOVE EXISTING CONCRETE RAMP, DRIVEWAY, SIDEWALK, CURB & GUffiR, ETC. NOTE; DEMOLITION CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES ON A PLAN AND IN THE FIELD. ' NOTICE TO CONTRACTOR . • . ~ THE COlfTRACTOR SHAil ASCERTAIN THE TRUE ~ R/W VERTICAL AND HORIZONTAL LOCATION AND SIZE OF All UTILITIES, PIPES, AND/OR STRUCTURES AND SHAil BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE AVENI DA ENCINAS .0 . .00 O .. .oot .0 .DO 0 ... 00 20 •. 00..'........, 20 •. 00..'........, 120' TAPER PER-GS-11 13+00 SCALE X: SCALE Y: 1 "=20' 1"=4' CONSTRUCT CONCRETE SIDEWALK PER SAN DIEGO REGIONAL STD. G-07, G-09 & G-11. PLACE TRUNCATED DOMES PER SAN DIEGO REGIONAL SllD. DRAWING G-30. CONSTRUCT CONCRETE CURB RAMP PER SAN DIEGO REGIONAL STD. G-28. PAVE WITH 5" AC OVER 13" AB {SEE STREET NOTE #1) TRENCH RESURFACING PER CITY OF CARLSBAD DRA~NG GS-25 AND GS-28. MEDIAN TAPER PER CITY OF CARLSBAD GS-11 (SEE PLAN FOR DIMENSIONS). 3" GRIND AND OVERLAY. LANDSCAPE 9.6% 1.8% 3" AC OVER 8 11 AB UTIUTIES, SHOWN OR NOT SHOWN HEREON. IMPOIITANr IIOl1Ct: DISPOSITION NOTES 3" AC :GR:IN;:D~~~·~·~~~~----~· =·=· ;:::::=:=::===Jt2ZT ® = PROTECT IN PL.ACE AND OVERLAY SAWCUTJ Section -4216 of the Government Cade requires a Dig Alert ldenffflcatlon Number be Issued before a "P1rmlt to Excavate" will be YC:1l1d. For your Dig Alert I.D. Number CCIII Underground Service Alert CAil 811 @=REMOVE AND DISPOSE @ ADJUST TO GRADE PROPOSED GUTTER 5" AC OVER 13" AB SECTION C-C u t-o --o cod .,;+ ,n N -- o . .oot 12+00 \ __),,\---\Q.~• \ \ \ 20 10 0 20 40 60 l~~f----1 __ 1---,1 SCALE: 1 "=20' / \ / '(l ' -><" /1\ DATE INITIAL - 10 .00 ·10. 00 ·10 .00 '10 .00' I ' I I · I ' I 20.00' STA:13+19.05 --- -@ 14.00' LT I I -END TAPER I I 0, .... 0 ...., OJ 0 I I' I I 20.00' 10. 00 '10. 00 '10. 00 ·10 .00' I · I · I ' I · · I 0, 0, 0 - ------BASELINE: <O N -0 0 0 0, 14' WEST -<O " I!) 0 Lt) Lt) 0 0 -N Lt) r--OJ OF Ii. 120' MEDIAN TAPER REMOVE EXISTING HYDRANT ASSEMBLY AND CONNECTION TO 8" AC MAIN. NOT TO SCALE PER GS-11 REMOVE ALL 8" AC PIPE EAST OF NEW END CAP CONNECTION. STA: 11+99.05 @ 4.00' LT BEGIN TAPER INSTALL NEW END CAP AND THRUST BLOCK PER W-19, BEARING AREEA OF THRUST BLOCK = 17.5 SF. PROTECT IN PLACE EXISTING 1.-..----;::;r-METERS, SERVICES AND 8" AC MAIN DETAIL A UTILITY CONSTRUCTION NOTES CONSTRUCTION NOTES -SEWER VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, AND CONDITION OF @ EXISTING SEWER 8-INCH MAIN IN A VENIDA ENCINAS. REPORT FINDINGS TO llRUXAW & ASSOCIATES PRIOR TO CONSTRUCTION. / @1 CONNECT TO EXISTING SEWER MAIN ~TH NEW STANDARD WYE FITTING PER / CITY OF CARLSBAD S-8. WYE SADDLE ACCEPTABLE IF TAP LOCATED A 1/ MINIMUM OF 2' FROM NEAREST PIPE COLLAR. Q PLACE 6-INCH SDR-35 PVC SEWER LATERAL PER CITY OF CARLSBAD STD 'c:.51 S-7. CONTRACTOR TO VERIFY 1' MINIMUM VERTICAL SEPARATION BETWEEN SEWER AND WA TIER. @) INSTALL SEWER CLEAN OUT CMWD S-7. SIZE TO MATCH DOWNSTREAM PIPE SIZE. WATER (DOMESTIC & IRRIGATION) , fiD' POTl-lOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MA llEERIAL, SIZE, \ · • \!..V AND CONDITION OF EXISTING RECLAIMED WA TIER METER. REPORT FINDINGS TO llRUXAW & ASSOCIATES PRIOR TO CONSTRUCTION. 'y ' R/W { ~ PLAN PREPARED BY: JOSEPH C. TRIIXAW AND ASSOCIATES, INC. Civil J'nginHrs ,t Land S'ufw!lors 1915 W. ORANGEWOOO AVENUE. SUITE 101 ORANGE. CA 92868 PHONE: (71-4) 935-0265 TRlJXAW.COM ® CONNECT TO EXISTING RECLAIMED WA TIER METER PER CMWD W-9 r-;;;--, PLACE 1-INCH WATER PIPE PER CARLSBAD MUNICIPAL WATER DISTRICT \!.::.J STANDARD DRAWING W-4. THREADED BRASS PIPE AFTER METER PER STD. W-6. Q INSTALL 1-INCH REDUCED PRESSURE BACKFLOW PREVENTOR PER CARLSBAD \!..:Y MUNICIPAL WATER DISTRICT STANDARD DRAWING W-6. (FOR IRRIGATION SERVICE) @ ® @ @ @ @ @ @ PUBLIC WATER (FIRE SERVICE) POTHOLE AND VERIFY THE EXISTENCE, LOCATION, DEPTH, MATERIAL, SIZE, AND CONDITION OF EXISTING 10-INCH WATER MAIN. REPORT FINDINGS llRUXAW & ASSOCIATES PRIOR TO CONSTRUCTION. CONNECT TO EXISTING 10-INCH WA TIER MAIN PER CMWD W-9. CONNECT TO AC PIPE AT NEAREST JOINT. NO CUTTING OF AC PIPE ALLOWED. PLACE 6-INCH FIRE SERVICE PER CMWD W-9. PLACE 6-INCH GATE VALVE PER CMWD W-21. PLACE 10-INCH GATE VALVE PER CMWD W-21. PLACE 10-INCH X 6-INCH DI TEE PER CMWD W-9 & THRUST BLOCK PER CMWD W-19, BEARING AREA = 25.75 SF. INSTALL WILKINS DDCA 350DA-6-INCH DETECTOR CHECK ASSEMBLY WITH POST INDICATOR VALVE PER CMWD W-9. CONNECT TO EXISTING 10-INCH WATER MAIN WITH NEW DI TEE PER CMWD W-17. CONNECT TO AC PIPE AT NEAREST JOINT. NO CUTTING OF AC PIPE ALLOWED. THRUST BLOCK PER CMWD W-19, BEARING AREA = 25. 75 SF. INSTALL FIRE HYDRANT PER CITY OF CARLSBAD STANDARD DRAWING W-17 & W-18. PLACE 10-INCH C900 PVC MINIMUM DR18 PRESSURE RA TING, WITH llRENCHING PER CMWD W-2. I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CHICK-FIL-A #4306 ROW NO. 2022-0401 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DATE INITIAL DATE INITIAL RVWD BY: PROJECT NO. DRAWING NO. Two working days before you dig. @=RELOCATE NOT TO SCALE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: AMEND2019-0004 538-3 D, DRAl'nNG FILES TITLE SHEETS MPROVEMENT TITLE SHEET.DWG RE~SED, 2 23 17 DocuSign Envelope ID: 0F785177-2E3F-43EB-8B05-0C88E87B060D 9/12/2023 NF 7 \' 53 56 FS 6 I--J.,1"--1-----l-----1''53,40}-,e--5-3:-49-T--1 0=0cc4-:.8~6,---+-----+------"I· ~ 10+47.48 EC 10+28.96 53.62 FS \ ____,f-----"-PROFI LE: ____,f-"N=ORTHEAST --· 2 CURB RETURN \----t-,1 0+00.00 BC \ 0.4% 0.5% J 1,"1, 0.5 ~ b-+-~-::::::~~-B~:t~o~.5~%'1>~~~,~=:---Ex1sT1N_G j ~ GRADE '-~ 53.58 TC 2 R0P05E0·-'---H---+-l+--__,,_--,,.._.":"-"'"=-:':~+-----"i· "' TOP OF CURB 10+10.90 53.02 FL, I 53.04 FL 53.44 TC 10-i,22.92---4 lO+lB:-74 53.58 TC 10+38.35 PRC 10+12.62 l --+----+--------t.=~ PROPOSED--" ' ' ''-./-"t--- \\ \ ~ \ \ \ \ \ \ \ \ -\ \ ~~~,-----. ' ----+----PROFILE: l----"'ln--+-----1-----+----:5~3~.9~2':-!'TC~-----:::=---::,.,--:±-----l'---c-T~O~P~O~F--f"CU~R~B,_ _ __....,6 ---.._ ,- 10+36.19 53.81 TC b (53.96) TC . \ ---){ 1 O+c3"3.50 Q,_5! 1 O'F00.00 BC 1,2% 1 :i,'I, l.1~.5~ ~'f. 0.3"_ ~ \ ~ SEE 538-3A FOR _ \. ONSITE IMPROVEMENTS 1 -->-\:---@ ~ ~--i, ~~ "' . --SOUTHEAST ·URB-R&lUR ----2 53.52 TC 4;·· --EXISTING GR·AD 1 \ 10+47.48 EC 53.89 TC . 2 ca3.-9.1-T.,.. --t------.. 53.46 FL_53 _34 FL S _3~ Ott_16 _·_28_,._10_+09.85 RC \ ,$'~'<$'~ ~ t,~ ~NI' \::,~ \ \ \ 10+42.57 10+27.43 10+23.32 --+--\ 7 ------~ r ~-- -c-53.67-r . .,., ------"16 11 !:. ~~-f ~ \(§) ~'<\'r--.,.1-¼'t:~' ~\ ~ '\/ -{§4) ~ / 10+10.30 PRC ~ ~ (53.20) FS 'I --(53.72) TC t, ~ PROFILE: 10 49.91"-,~.0"~ •. ~.,, IQ ~10+00.00 BC 1 ~ ~ - SOUTHWEST 53.27 FS~-+-1 53.24 TC ~~~PgfEgURB @ '; ---:;::-.:;-._ _ _...,. 2 · URB-RETtJRN---..OTI:2-:-s-s~53_64 Tc --: 10+24.81 7lc~t-----+----~· 2 _ ~-L -:;::-.:;--::=::: .. -- --+--10,03·5 57-53.-16 FL EXIS'flNG-GRADE \_. ----= ~~------- / 3 . 10+25.81 _j --c :;..-----53;-31 TC -53. 14 FL -=--=-c..----_ -CURB & R i--,L.:.::.i 10+31.90 PCC 10+29.86 IJTTER --+----+-----r- ,!::::::~"?-°FS ~Cle ~ 53.12 TC 53. 14 TC ·3:25-r --+-DROFI -:--10+39.53 PRC 10+36.29 10+1.8.86-·/--t--PROPOSED TOP OF CURB ----2 NORTHWEST t o~io~Ii ~~ ~ 6.6,t ..... ~.,. 1:3" ®o.s" CURB RETURN ~---· __ ,._2"_' --__ ,__,---'>"~..,_..._..,_._ __ , 53.10 FS 0+00.00 C EXISTING GRADE . __ _ ,---+''-.53.33-TC 52.74 FL 10+13.31 10+30.40 BC 53.27 TC 52.68 FL 52.73-FL 52.73 TC 10+17.83 ecC,-- 10+29.35 10+25.34 10+25.02 C 11+00 10+00 LIN£ DATA SEGMENr L L13 5.29' L14 5.38' SCALE X: 1 "=20' SCALE Y: 1 "=4' TABLE CURVE DATA TABLE BRG SEGMENT L R D s12· oo· 08"£ C6 9.17' 19.00' 27'40'03" NI' 47' 20"£ C9 38.31' 20.00' 109'44'47" C13 37.62' 20.00' 107'46'58" C14 9.85' 20.00' 28'13'43" C15 18.02' 54.00' 19-07'21" C16 7.09' 20.00' 20i8'40" C17 9.21' 20.00' 26'22'51" C18 10.30' 20.00' 29'30'57" C19 17.81' 54.00' 18'53'48" C21 9.13' 20.00' 26'09'32" 6 ' - 1 2 '<I. 4 --- - -- ."I (53.53±) FS ·_ 4 ., ·. ,------......... -V:,,.;\' I',~ '·-...._ / \ \,[) --, ' <\ I \ ' ' "'J _., 64 ~ <\ '°· ~ ~ " <I.. ., - R/W DISPOSITION NOTES '':&~~-;:;: . . GUTTER -·, ~ ,; \ .,p,,.'8t- \\/ / ,,;/ / / WATER VALVE / / 10 5 0 10 I ~ I C22 10.71' 20.00' 30'41'27" ® PROTECT IN PLACE SCALE: 1"=10' ® NOTICE TO CONTRACTOR THE CONTRACTOR SHAU. ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. lll'Olll'ANI' NOTICE Section 4216 of the Government Code nqulns a Dig Alert ldenttfk:allon Number be issued before a •Permit to Excavate" wlll bt valld. f'or your DTg Alert I.D. Number e<1II Underground Service Alert CAIJ. 811 Two working days before you dig. C23 D, DRAl'nNG FILES TITLE SHEETS MPROVEMENT llTLE SHEET.DWG RE~SED, 2 23 17 7.19' 20.00' 20'36'14" REMOVE AND DISPOSE © ADJUST TO GRADE @ RELOCATE NOT£: DEMOLITION CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES ON A PLAN AND IN THE FIELD. * NOT£: DEMOLITION CONTRACTOR TO COORDINATE ANY REMOVAL OF UNDERGROUND UTILITIES AND OVERHEAD SERVICES WITH THE OWNER/AGENCY OF THE UTILITY OR SERVICE. PIAN PREPARED BY: JOSEPH C. TRUXAW AND ASSOCIATES, INC. Civil Bngmerrs I: Land Stm,ayors 1915 W. ORANGEWOOD AVDIUE, SUITE 101 ORANGE, CA 92868 PHONE: (7U,) 93!5-026!1 lRUXAW.COM NOTE: CONTRACTOR TO POTHOLE ALL PROPOSED SIGNAL POLE LOCATIONS TO VERIFY THERE IS NO CONFLICT WITH EXISTING UTILITIES. NOTIFY TRUXA W & ASSOC/A TES OF ANY CONFLICTS. 20 30 I I CURB RAMP R/.W 0.4' _J PROPOSE SIDEWALK VARIES Vf,RIES 6 MIN. IDEWALK 1.5% 5' BIKE LANE ..: ~R/W CONSTRUCTION NOTES ~ SAWCUT & REMOVE INTERFERING SECTIONS OF AC PAVEMENT, CONCRETE DRIVERWAY, CURB & GUTTTER, SIDEWALK. (TO NEAREST JOINT). ~ ~ ~ ~ CONSTRUCT DRIVEWAY PER SAN DIEGO REGIONAL SID. G-14E. CONSTRUCT 6" CURB PER SAN DIEGO REGIONAL SID. G-01 *"· (TO NEAREST JOINT). CONSTRUCT 6" CURB & GUTTER PER REGIONAL SID. G-02*''· (TO NEAREST JOINT). CONSTRUCT SIDEWALK PER SAN DIEGO REGIONAL SID. G-07, G-09 & G-11*"· (TO NEAREST JOINT) CONSTRUCT RETAINING CURB ALONG CURB RAMP. CURB & GUTTER ~ ~ [2] CONSTRUCT MEDIAN CURB PER CITY OF CARLSBAD DWG 538-3. (TO NEAREST JOINT). CONSTRUCT CONCRETE CURB RAMP PER SAN DIEGO REGIONAL STANDARD DRAWING G-31. 3' a:: w C. C. ::::, w 44.5' 38.1' 12' SOUTH BOUND LANE ~ § ~ ~ El §] §] ~ [] 10' LEFT TURN POCKET 2.2% - I 3" AC GRIND L AND OVERLAY CONSTRUCT CONCRETE CURB RAMP PER COUNTY OF SAN DIEGO STANDARD DRAWING G-27. PLACE TRUNCATED DOMES PER SAN DIEGO REGIONAL STANDARD DRAWING G-30. PAVE 1'11TH 5' AC OVER 13" AB. (SEE STREET NOTE #1). TRENCH RESURFACING PER CITY OF CARLSBAD DRAWING GS-25 AND GS-28. CONCRETE CROSS GUTTER PER SAN DIEGO REGIONAL STD. G-12 Willi 8.5" PCC OVER 4' AB. CONSTRUCT CONCRETE CROSS GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING G-12. TRAFFIC SIGNAL UNDER SEPARATE PERMIT PER TRAFFIC ENGINEER. 3" GRIND AND OVERLAY. LANDSCAPE C/L 35' R/W 20· 4' 12' 3' 5' 15' z NORTH a:: BIKE <C w Cl BOUND C. LANE C. w LANE ::::, :::s w SIDEWALK 0.7% 1.7% I .....____ EXISTING SAWCUT MEDIAN CURBS ROPOSED SIDEWALK ROPOSED CURB PROPOSED CURB AND GUTTER AC PAVEMENT SECTION A-A \_SAWCUT 3" AC GRIND AND OVERLAY AND GUTTER AC PAVEMENT 5" AC OVER 13" AB (SEE STREET NOTE #1) R/W I 9.4' 5' SIDEWALK BIKE I LANE ->--1.4' 0.9% - OSEI)--"" WALK CURB PROP SIDE PROPOSED AND G UTTER AC PAVEMENT- 5" AC OVER 13" AB 44.5' 35.0' 3' 12' c,:: SOUTH w C. BOUND C. ::::, LANE w 3.4% - ~3• AC GRIND AND OVERLAY SAWCUT 3.6' z <C Cl w ::;; .,_ EXISTING MEDIAN CURBS (SEE STREET NOTE #1) NOT TO SCALE C/L 21.2' 1 o· I 12' 3' LEFT NORTH c,:: w TURN BOUND C. C. POCKET LANE ::::, CD 1.0% - 35' 5' BIKE LANE - 5" AC OVER 13" AB (SEE STREET NOTE #1) R/W 13.7' I SIDEWALK . I i--1.2' 0.5% -.. I~~,~ ·~ 3" AC GRIND -r' SECTION B-B AND OVERLAY AC PAVEMENT A ROPOSED IDEWALK ROPOSED CURB ND GUTTER 5" AC OVER 13" AB NOT TO SCALE (SEE STREET NOTE #1) l---t---i---------------i-----i---;---;----ilSH3EETl~_CIT_Y_O_F __ cA_R_L_S_B_A_D_lsH~TSI _ ENGINEERING DEPARTMENT u IMPROVEMENT PLANS FOR: CHICK-FIL-A #4306 ROW NO. 2022-0401 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/24 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. DRAWING NO. CHKD BY: AMEND2019-0004 538-3 DocuSign Envelope ID: 0F785177-2E3F-43EB-8B05-0C88E87B060D 9/12/2023 4 4 NF SIGNING & PAVEMENT MARKER CONSTRUCTION NOTES (THIS SHEET ONLY) DJ -THERMOPLASTIC CONTINENTAL CROSSWALK MARKINGS. (2'W x SPACED AT 5 FT O.C.) REF: CITY OF SAN DIEGO STANDARD DRAWING SDM-116. SEE DETAIL "A" BELOW RIGHT. 1 O'L [fil -THERMOPLASTIC TYPE IV (L OR R) ARROW PAVEMENT MARKING PER 2022 CALTRANS STANDARD PLAN A24A (LTA = LEFT TURN ARW, RTA = RIGHT TURN ARW.) [fil -THERMOPLASTIC TYPE VII L ARROW PAVEMENT MARKING PER 2022 CALTRANS STANDARD PLAN A24A. [±] -THERMOPLASTIC PAVEMENT MARKING PER 2022 CALTRANS STANDARD PLANS (A24A THRU A24E) SEE LEGEND ON RIGHT SIDE OF SHEET. BIKE LANE SYMBOLS PER CALIFORNIA MUTCD, REVISION 6, FIGURE 9C-3. [fil -12" SOLID THERMOPLASTIC WHITE LIMIT LINE PER CALTRANS STANDARD PLAN A24G (XX' = NUMBER OF LINEAR FEET) [!] -INSTALL SIGN ON TELSPAR POST WITH TWO PART BREAKAWAY SYSTEM AT LOCATION SHOWN ON PLAN. XX-XX = MUTCD OR CALTRANS SIGN CALLOUT. (REF: SAN DIEGO REGIONAL STANDARD DRAWING M-45) [I] -EXISTING SIGN AT LOCATION SHOWN ON PLAN. xx-xx -MUTCD OR CALTRANS SIGN CALLOUT. [fil -MATCH EXISTING STRIPING ~ -REFRESH OR INSTALL YELLOW PAINT ON MEDIAN NOSE [j] 30" ANGLE 12" WHITE STRIPING SPACED AT 40' O.C. WITHIN THE BUFFER OF THE BIKE LANE. SEE DETAIL "C" BELOW RIGHT. ~ -REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. I I I: I 5.5' 8' I ·• 5' • I SB BIKE I I I I LANE I I ~ AVENIDA ENCINAS ...I -;:,- 79.5' ,!, 14' I 12' 44.5' 5' 12' B I I I SB I F I TRAVEL LANE I F E I ~ I R I I RAISED MEDIAN I I I NB I I TRAVEL LANE I f--------;I I I EX. LANELINE (1YP .) . CURB & GUTTER (1YP .) ~ 5.5' EX. SIDEWALK (lYP.) I . SIDEWALK (lYP.) I SECTION "A-A" EX. CURB & GUTTER (lYP.) EX. LANELINE (lYP.) 10.75' 44.5' SCALE: 1' = 10' AVENIDA ENCINAS ISED MEDIAN 79.5' ' 5' 12' 4 10' 12' 5' ISTING PAVEMENT (IYP.) 35' 14.75' 40' 40' 30' 12• WHITE STRIPE:: I· 71 . 71 SPACED AT 40' O.C. -----------------------5! (IYPICAL) __ y _______________________ ...,,.i 8' ... WORK TO BE DONEQHIS SHEET ONLY) THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: q, C,. L.F. ' "'-. 'Ii' ~ ~ " .... OM1- R7-9A DETAIL 3 140 L.F. DETAIL 39, 2 X 3D LF.DETAIL 39A WITH GREEN CONFLICT PAINT (SEE DETAIL B THIS SHEET), 100 LF. 12" WHITE THERMOPLASTIC 29 L.F. SEE PROJECT NO. CUP2021-0017M, DWG. NO. 538-3 SHEET 2 FOR POP-OUT CORNER ACCESS RAMP DETAILS (lYPICAL) I BIKE LANE GREEN MARKING FOR CONFIJCT AREA 12' WHITE rc, THERMOPLASTIC ~ 17 L.F. WEST DRWY 1. GREEN TRAFFIC PAINT SHALL BE 985216 GREEN STANDARD FAST DRY WATERBORNE 19521' TRAFFIC PAINT, PRODUCT COLOR GREEN (34115) OR APPROVED EQUAL. PAINT TO MEET FEDERAi. SPECIFICATION TT-P-1952F TYPE I & II. -------PERP~------- CURB & ~UTTE:_p .... STANDARD SPECIFICATIONS(THIS SHEET ONLY) 1. CONTRACT DOCUMENTS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST VERSION. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST VERSION. DETAIL "C" -BUFFERED BIKE LANE STRIPING 8CALE:t••· IN N OUT BURGER -------------- SEE PROJECT NO. CUP2021-0017M, DWG. NO. 538-JA FOR POP-OUT CORNER ACCESS RAMP DETAILS {lYPICAL) 5 'WHITE THERMOPLASTIC 29 L.F. . N 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST VERSION. 5. FHWA STANDARD HIGHWAY SIGNS, LATEST ENGLISH UNIT VERSION. 6. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST VERSION. 7. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, LATEST VERSION. LEGEND (THIS SHEET ONLY) :: __ --__ ::{EXISTING STRIPING TO BE REMOVED _{EXISTING STRIPING __ -_f RO POSED STRIPING ---~ <~, • ~ ,> ~ EXISTING ROADSIDE SIGN EXISTING PAVEMENT LEGEND EXISTING PAVEMENT LEGEND TO BE REMOVED INSTALL TYPE IV(L) PAVEMENT ARROW AS INDICATED INSTALL TYPE IV(R) PAVEMENT ARROW AS INDICATED INSTALL TYPE Vll(L) PAVEMENT ARROW AS INDICATED • • II • --- SNS INSTALL 'AHEAD" PAVEMENT LEGEND AS INDICATED INSTALL 'SIGNAL' PAVEMENT LEGEND AS INDICATED INSTALL 'CL.EAR" PAVEMENT LEGEND AS INDICATED INSTALL 'KEEP" PAVEMENT LEGEND AS INDICATED PROPOSED ROADSIDE SIGN REMOVE CONFLICTING EXISTING STRIPING BY GRINDING. ALL DEBRIS SHALL BE REMOVED BY THE END OF EACH WORK DAY. STREET NAME SIGN TRAFFIC SIGNAL RELOCATE R4-7/0M-1 SIGN TO NEW MEDIAN NOSE ---INSTALL WHITE PAINTED 'HELMETED BICYCLIST WITH BIKE ARROW" PAVEMENT MARKING R4-7{0M1-1 ~\- ETAIL 39, 3 X 100 L.F. ----- r 1YP.7 r "N t-3' :[ 1111 Ii r IIIDE WHIIE 'l'EU.0W LIE 1IENIOPUoSl1C llllHIWNOIIPINt PNGt f RAMP mBNEB --.---•. UIII' LIE AT/ '4 C0NIRlllllD A GS l!I I I P!MI RAMP CABNEB ~ A VEN/DA ENCINAS DETAIL 25, 35 L.F. R7-9A TO POLE ON TRAFFIC SIGNAL PLAN ~-- -_@], - ---LTA DETAIL 39A WITH GREEN CONFLICT PAINT (SEE DETAIL B THIS SHEET), 1 00 L.F. □ ----- DETAIL "A" -CONSIRUCll0N LIE ==CURB -GUIIER -t:-1~- -CROSSWALK NOT TO SCALE I I ~ 45" 12" WHITE STRIPE ANGLED HATCHING {lYPICAL) I I STRIPING ohA1L 39A I (lYP.) GREEN PAINT STRIPING DETAIL NUMBERS (THIS SHEET ONLY) PROPOSED SIGNS EXISTING SIGNS ...I PROPOSED LANELi NE (1YP .) "c:;- PR0P0SED POP-OUT CURB AND GUTTER I .__-PROPOSED SIDEWALK & ACCESS RAMPS SECTION "8-8" SCALE: 1 " = 1 0' DETAIL 39A STRIPE (TYPICAL) Ill:: I R0P0SED SIDEWALK & ACCESS RAMPS R0P0SED POP-OUT CURB AND GUTTER PROPOSED LANELINE (lYP.) 4• ..... -i 4• GREEN CONFLICT PAINT ..... -i Tl'P. .....-i 4• Tl'P. _ _,, Tl'P. 'lo 8' 8' 8' 8' GREEN CONFLICT PAINT---' DETAIL 39A STRIPE (TYPICAL) DETAIL "B" -DETAIL 39A WITH GREEN CONFLICT PAINT SCALE: 1 " = 1 O' DECLARATION OF RESPONSIBLE CHARGE m11~¼\11~1:e1t«iiGS l(@)fi~~,J~ll lli~ ;JOA ENGINEER OF WORK 9/8/23 0 15 ~--•• STRIPING DETAIL 39 BUFFER LANE CURB & GUTTER CURB & GUTTER R.C.E. 75023 DATE SCALE: 1 • = 30' I WHITE PAINTED "HELMETED BICYCLIST SYMBOL & BIKE LANE ARROW' PAVEMENT MARKING. SEE NOTE 4 ABOVE LEFT. DETAIL "A" CONFLICT AREA STRIPING WITHOUT DEDICATED RIGHT TURN LANE NOT TO SCALE GREEN PAINT WHITE PAINTED 'HELMETED BICYCLIST SYMBOL & BIKE LANE ARROW' PAVEMENT MARKING. SEE NOTE 4 ABOVE LEFT. 8' CURB & GUTTER CURB & GUTTER DETAIL 22-4• DOUBLE YELLOW CENTERLINE STRIPING WITH TWO-WAY YELLOW RETRO-REFLECTIVE XX L.F. MARKERS; REF: 2014 CAMUTCD REV. 6, FIGURE JA-104(CA) DETAIL 22 {XX L.F. = NUMBER OF LINEAR FEET) DETAIL 25-4• YELLOW MEDIAN STRIPING WITH ONE-WAY YELLOW RETRO-REFLECTIVE MARKERS; XX L.F. REF: 2014 CAMUTCD REV. 6, FIGURE JA-105(CA) DETAIL 25. {XX L.F. = NUMBER OF LINEAR FEET) DETAIL 38-8" WHITE PAINTED CHANNELIZATION STRIPING WITH ONE WAY CLEAR REFLECTIVE XX LF. MARKERS; REF: 2014 CAMUTCD REV. 6, FIGURE JA-112(CA) DETAIL 38. {XX L.F. - NUMBER OF LINEAR FEET) DETAIL 39 XX L.F. -6" WHITE PAINTED BIKE LANE STRIPING; REF: 2014 CAMUTCD REV. 6, FIGURE DETAIL 39A 3A-112(CA) DETAIL 39. (XX L.F. = NUMBER OF LINEAR FEET) XX L.F. -6" WHITE PAINTED TERMINATION BIKE LANE STRIPING; REF: 2014 CAMUTCD REV. 6, FIGURE 3A-112(CA) DETAIL 39A. (XX L.F. = NUMBER OF FEET) W3-3 R7-9A R4-7 R4-7 ~ ~ ~ BIKE LANE OM1-1 OM1-1 MARKER MARKER (SMAil.) (SMALL) "AS BU I LT" P.E. ___ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE PETAi L "B" WHITE THERMOPLASTIC TYPE IV(RT) ARROW PAVEMENT MARKING (TYP.) fSHml CITY OF CARLSBAD I SH~TS I 1----+----t--------------+---+-----,f----+----1 L...!..J ENGINEERING DEPARTMENT u l----+----+--------------+---+----<>----+----- CONFLICT AREA STRIPING WITH DEDICATED RIGHT TURN LANE NOT TO SCALE LINSCOTT LAW & GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 1----+----+--------------+---+----<>----+-----IMPROVEMDT PUN J.l'OR: CHICK-FIL-A #4306 1----+----+--------------+---+----<>----+----' :=::R:::::OW::::::::::N::::0.===20=2=2-=0=4=0=1 ====S=IG=N=IN=G=&=S=l=R1:::::Pl=NG::::::::::::PLAN:::=::::::::: APPROVED: JASON S. GELDERT engineers (858)300-8800 (858)300-881 0 (FX) 1----+----+~-------------+---+----<>----+----' ;:;;EN~Gl~NE::;E;;::RIN;'.::G::'.'.M::::'.:AN:'.:::A::'.:GE".'.:R :;-'R;:'.:CE:'.::6::::'.:3::'.'.::91'.::2:::::'.:EXP:'.::l'.::RES:::::'.9 ::'.'.3::".:'.0 ::'.'.2:::'.:;4 -;:::::::::::::'.DA:'.:'.'.TE:::::::::::; NOTE:QHIS SHEET ONLY) I--D-A-TE--I--INl-llA_L_..,...._ ____________ --1---4----1----1----.1 OWN BY: ---PROJECT NO. DRAWING NO. 1-----,Wl.,.,,.,3-,,...,,111""3""103..,,.,..1 --""'w'"'r;;"":,1""m-atCK,...,,.,=""'F1'"'1A"""1S-,,...,.1l""::JJWG"""',------,,..,,,.,,,,,.-----t DATE INITIAL DATE INITIAL CHKD BY: -- FOR SIGNING AND STRIPING NOTES, t=]!;~!]ri]~=:t=::j~~~t::::1:=~~~ri]~=j l"EN:G:IN:EER::..::o:_F :wo::RJK ___ R:.:_E:_Vl:.:.S=:l..::.0:.:.N:.:.D:.:E:.:S:_:C:.:_R:.:_IP:.:.T:.:.10:.:.N~--_J~oTH:'.'.'.ER~A'.:PP:'.:RO~VAL:'.:..JLc1'.'..:1Y'..:A:P:PR~OV::A'.:._L .l::R::::VWD::::::::::B:::Y::::::::==-=AIE===N=D2==0=19=•=00=0=4::::::==5=3=8== ,3:::::J SEE SHEET 1 • D■lla-1 By: HQL Drawn By: IWI L. DocuSign Envelope ID: 0F785177-2E3F-43EB-8B05-0C88E87B060D 9/12/2023 17 6 1 15 22 21 2625 ɸ2 ɸ5 ɸ1&ɸ6 EVC R10-12(MOD) ɸ2 1 2 ɸ4 4 6 ɸ4P #6 ɸ3 #6 #6 ɸ3 EVD R61-7(CA) ɸ1 ɸ6 ɸ6 ɸ3 ɸ6P 5 6 7 ɸ2&ɸ5 EVA ɸ4 ɸ4 ɸ1 ɸ6 ɸ6 ɸ1 ɸ4 ɸ3 ɸ3 ɸ2 ɸ2 ɸ5 4 6 7 3 4 3 R10-12(MOD)4 3 4 ɸ4 EVB 3 ɸ6P 3 8 16 ɸ3 R7-9A 12 ɸ4P 8 16 13 4 R10-15 RT MOD R10-15 RT MOD R10-15 RT MOD ɸ2P 5 R10-15 RT MOD 13ɸ3P 5 7 4 1414 ɸ5 7 6 5 2 4 ɸ3P ɸ2P 5 #6 1 8 5 R7-9A 12 16 8 16 8 8 16 16#5 17 ɸ4 R10-15 RT MOD R7-9A 12 3ɸ2 19 ɸ6 LEGEND ITEM SYMBOL EMERGENCY VEHICLE DETECTOR CONTROLLER CABINET METER PEDESTAL PULL BOX VIDEO CAMERA VIDEO DETECTION ZONE VEHICULAR TRAFFIC SIGNAL HEAD (3-SECTION BALLS) PEDESTRIAN HEAD MAST ARM MOUNTED SIGN 40020 30 50 SCAL E : 1 " = 2 0 ' 20 NORT H THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY AVENIDA ENCINAS CONSTRUCTION NOTES (CONTINUED)(SHEETS 5 AND 6) 4 3 6 8 DETAIL "B" SCALE: 1"=10' MAST ARM MOUNTED SIGN (THIS SHEET ONLY) MAST ARM MOUNTED INTERNALLY ILLUMINATED STREET NAME SIGN Ø3Ø1 Ø2 Ø5 Ø6 PROPOSED PHASE DIAGRAM LUMINAIRE 5 (THIS SHEET ONLY) 230' TO LIMIT LINE PROPOSED RIGHT OF WAY Ø8Ø7 Ø4 127' SEE DETAIL "B" THIS SHEET 1 3"C, 3#2 (SERVICE) TO SDG&E SERVICE POINT (NOT YET ESTABLISHED)2 4 5 2"C, 2#6(SERVICE) 1#8(GROUND) 2"C, 2#10(LIGHTING) 1#8(GROUND) 2"C / 1DLC 2"C / 1 DLC 2"C / 1 DLC WEST DRIVEW A Y DESIGN SPEED: AVENIDA ENCINAS = 35 MPH DESIGN SPEED: DRIVEWAYS = 15-20 MPH 4 23 0 ' T O LI M I T L I N E FURNISH AND INSTALL TOMAR OSPOCV2-4 FOUR CHANNEL OPTICAL SIGNAL PROCESSOR - 4 CHANNEL PHASE SELECTOR EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT (TOMAR DETOC21-1IC-X PREEMPTION DETECTOR). TOMAR DETOC21-1IC-X PREEMPTION DETECTORS TO BE INSTALLED USING PELCO BRACKET ON MAST ARM. MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY THE CONTRACTOR. INSTALL MAST ARM MOUNTED SIGN PER DETAIL "U" OF THE CALTRANS STANDARD PLAN ES-7N. SIGN TYPE AS NOTED ON PLAN. FURNISH AND INSTALL REFLECTORIZED STREET NAME SIGN (RSNS) PER CALTRANS STANDARD PLAN ES-7P FURNISH AND INSTALL ITERIS VANTAGE NEXT VIDEO DETECTION CAMERA SYSTEM. DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARM WITH RISER AND BRACKET. ITERIS CAMERA VIDEO DETECTION SYSTEM SHALL CONSIST OF VANTAGE EXTENSION MODULES AND CENTRAL CONTROL UNIT. ITERIS VANTAGE NEXT SYSTEM SHALL HAVE A 17" DROP DOWN MONITOR. CONTRACTOR SHALL PULL A SHIELDED CAT 6 PER ITERIS SPECIFICATIONS IN A COMPLETE HOME RUN PULL FROM EACH CAMERA TO CABINET WITH NO SPLICES. CONTRACTOR TO PROGRAM VIDEO CAMERA SYSTEM TO PROVIDE VIDEO DETECTION ZONES SHOWN ON PLAN. THE SIZE OF THE VIDEO DETECTION ZONES TO BE APPROVED BY THE CITY OF CARLSBAD TRAFFIC ENGINEER. FURNISH AND INSTALL 98W LED AND PEC GE EVOLVE 98W LED (OR APPROVED EQUAL) ERLH-0-11-B3-GRAY WITH SUN TECH II EXTRA LONG LIFE SERIES. CONTRACTOR TO FURNISH AND INSTALL POLARA INS 2 WIRE PEDESTRIAN SYSTEM WITH ICCU-S2 SHELF MOUNT CONTROL UNIT FOR ALL CROSSINGS. CUSTOM VOICE MESSAGES TO BE PROVIDED CONTRACTOR TO FURNISH AND INSTALL ALPHA BBU FXM HP 1100 WITH AUTOMATIC TRANSFER SWITCH, 4 - 240XTV BATTERIES, REMOTE MONITORING SYSTEM AND SIDE MOUNT CABINET PER CALTRANS SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE PROGRAMMING, CONFIGURING, AND INSTALLATION OF ALL TRAFFIC SIGNAL RELATED EQUIPMENT. THIS INCLUDES THE TIMING OF THE TRAFFICWARE 2070LX CONTROLLER TO THE TRAFFIC ENGINEER'S SATISFACTION. FYA CONTROLLER OPERATION SHALL BE PROGRAMMED TO ALLOW PERMISSIVE LEFTS ONLY WHEN CONCURRENT PEDESTRIAN PHASE IS NOT ACTIVE. CONTRACTOR TO REMOVE EXISTING STREET LIGHT & FOUNDATION WITH CITY ENGINEER'S DIRECTION. WIRING TO BE SPLICED IN PULL BOX TO MAINTAIN THE CIRCUIT. INSTALL R7-9A SIGN TO POLE C PER CALTRANS STANDARD PLAN RS-4. INSTALL 4-SECTION VEHICULAR SIGNAL HEAD WITH GREEN ARROW WHERE NOTED ON THE PLAN. REF: DETAIL "A" ABOVE LEFT. INSTALL 4-SECTION PROTECTED-PERMISSIVE LEFT TURN VEHICULAR SIGNAL HEAD WITH FLASHING YELLOW ARROW. WHERE NOTED ON THE PLAN. REF: DETAIL "B" ABOVE LEFT. TRAFFIC SIGNAL POLE-TYPE 26-4-100 WITH BASE, & FOUNDATION TRAFFIC SIGNAL POLE-TYPE 24-4-100 WITH BASE, & FOUNDATION FOR TRAFFIC SIGNAL GENERAL NOTES, SEE SHEET 6. FOR TRAFFIC SIGNAL SCHEDULES AND DETAILS, SEE SHEET 6. 2-#6 DOUBLE STACK CHICK FILA' IN N OUT BURGER DRWY 2"C / 1DLC & T9-1 & COM 3 T9-4 & COM 6 DETECTOR ASSIGNMENTS Ø4 PRE 4 PRE 3 J10U J11U DETECTOR J3U 1 Ø6 15 Ø2 I2U PHASE 3 5 6 NUMBER NUMBER SLOT TERMINALS FIELD Ø2+Ø5 21 19 T2-5 & 6 I3L 17 25 T8-5 & COM 6Ø8PI12L8P T9-2 & COM 3 PRE 5 J10L VIDEO - T3-9 & 10 Ø2 26 VIDEO - T2-11 & 12 T8-4 & COM 6Ø6PI12U6P Ø1+Ø6 T8-1 & COM 3Ø2PI11U2P T9-5 & COM 6PRE 6 J11LØ3 J3LØ6 VIDEO - T3-10 & 11 J1UØ1 VIDEO - T3-1 & 2 I7LØ4 VIDEO - T6-1 & 2 T8-2 & COM 3Ø4PI11L4P 22 Ø2 Ø5 I3U VIDEO - T2-9 & 10 VIDEO - T2-1 & 2I1U Ø6 Ø3 J2U J5L VIDEO - T5-7 & 8 Ø3 J5U VIDEO - T5-5 & 6 T3-5 & 6 TRAFFIC SIGNAL PEDESTRIAN PUSH BUTTON POLE WITH BASE, & FOUNDATION CONTRACTOR SHALL FURNISH AND INSTALL NEW McCAIN 352i SIGNAL CABINET WITH ADDITIONAL INPUT FILE AND NEW TRAFFICWARE 2070LX CONTROLLER WITH V 85.3.0 SCOUT SOFTWARE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, PROGRAMMING, CONFIGURATION, SETUP AND TESTING OF THE EQUIPMENT IN AND ATTACHED TO THE SIGNAL CABINET PRIOR TO TURN ON. THIS INCLUDES BENCH TESTING THE CABINET AND CONTROLLER PRIOR TO INSTALLATION IN THE FIELD TO ENSURE PROPER FUNCTIONALITY. CONTRACTOR SHALL CONFIRM ALL CABINET COMPONENTS ARE OPERATIONAL TO MANUFACTURER'S SPECIFICATIONS AND ALL ASSOCIATED ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. CONTRACTOR SHALL FURNISH AND INSTALL SIGNAL CABINET FOUNDATION AND PAD PER 2018 CALTRANS STANDARD PLANS ES-3A THRU ES-3C. FURNISH AND INSTALL TYPE III BF ALUMINUM SIGNAL AND LIGHTING METERED SERVICE ENCLOSURE PER SDG&E REQUIREMENTS. PROVIDE SAFETY LIGHTING 2-POLE BREAKER 30A PEDESTAL TO METERED AND UNMETERED SIDE. PROVIDE 100A-2P MAIN BREAKER, 50A-1P (P.E.U) METERED CIRCUIT BREAKERS. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CALTRANS SPECIFICATIONS, CONTRACTOR SHALL MAKE AN APPOINTMENT WITH SDG&E TO MAKE APPLICATION, AND ASSOCIATED COSTS FOR SERVICE. CONSTRUCTION NOTES 2 (SHEETS 5 AND 6) 9 10 11 9 10 7 2 3"C, SIC TO CONTROLLER AT PALOMAR AIRPORT RD, SEE INTERCONNECT DIAGRAM THIS SHEET. 3"C, INSTALL SIC TO CONTROLLER AT PALOMAR AIRPORT RD 12 1 12 3"C, INSTALL SIC SIGNAL INTERCONNECT. CONTRACTOR TO PROVIDE COMMUNICATIONS EQUIPMENT TO ESTABLISH COMMUNICATION BETWEEN PALOMAR AIRPORT ROAD / AVENIDA ENCINAS & AVENIDA ENCINAS / CHICK FIL'A DRIVEWAY. FURNISH & INSTALL 2 - ACTELIC ML698E WITH RACK MOUNTING BRACKETS ETHERNET OVER COPPER SWITCHES FOR NEW SIC. 13 14 YIELD PPLT PPLT = PROTECTED / PERMISSIVE LEFT TURN WITH FLASHING YELLOW ARROW. (FLASHING OPERATION SHALL BE ALL RED) PPLT 13 14 13 0 ' BBU/C3 LOW BATTERYJ12L 14 14 SEE INTERCONNECT DIAGRAM THIS SHEET.15 15 & 1 VEHICULAR TRAFFIC SIGNAL HEAD (3-SECTION ARROWS) ALL SIGNAL BACKPLATES SHALL BE OUTLINED WITH YELLOW RETROREFLECTIVE MATERIAL FROM THE 16 FACTORY. NO TAPE INSTALLED IN THE FIELD. DURING EQUIPMENT PROCUREMENT. NF ---- - LEFT TURN YIELD ON FIASHING ~~~ ,,-" NO U TURN R10-12(MOD) □ R10-15 RT MOD 1c TURNING r+ VEHICLES Vrol 1 -R61 7(CA) POLE MOUNTED SIGN R7-9A ~ BIKE □ I I I POLES@ @ POLE@ POLES@,@@&@ LANE I POLES@ @ I \V / I I '-. I '-........ l _,.,,,,. "-----------\ CITY OF OCEANSIDE ..... 0 ..... ...... PACIFIC / "-. I ..._ I I I ' A.., ' '. . PROJECT LOCATION CITY OF ENCINITAS VICINITY MAP NOT TO SCALE GENERAL CONSTRUCTION NOJES (SHEET$ !5 AND II) I I I I I I 1. CONTRACTOR SHALL PROVIDE ALL MATERIAL (EXCEPI' FOR MATERIAL PROVIDED BY THE CITY) NEEDED TO CONSTRUCT A FULLY OPERATIONAL TRAFAC SIGNAL 2.CITY WILL BE RESPONSIBLE TO PROVIDE TRAFAC SIGNAL TIMING, PROGRAM CONFUCT MONITOR AND CONFIGURE FIELD NETWORK COMMUNICATION. 3.NEW FOUNDATION LOCATION SHALL BE POTHOLED TO CONFIRM VALIDITY PRIOR TO ORDERING AND INSTALIATION OF LOCATIONS. 4.UNLESS DIRECTED BY CITY TRAFFIC ENGINEER, SIGNALS SHALL BE PLACED IN FULL OPERATION BETWEEN 9:00 A.M. AND 12:00 P.M. (NOON) ON MONDAY THROUGH THURSDAY ONLY. 5.CONTRACTOR MUST NOTIFY THE CITY PROJECT INSPECTOR OR THEIR DESIGNEE AT LEAST ONE WEEK PRIOR TO PLACING THE SIGNAL IN FULL OPERATION. 6.30 DAVS TESTING PERIOD: ONCE THE PERMANENT SIGNALS HAVE BEEN INSTAI I ED AND PLACED IN OPERATION, THE SIGNAL SHALL OPERATE CONTINUOUSLY FOR A MINIMUM OF 30 CALENDAR DAVS IN SATISFACTORY MANNER. DURING THIS TEST PERIOD, THE CONTRACTOR SHALL REPAIR AND REPLACE ANY MALFUNCTIONS TO EQUIPMENT THAT WAS SUPPLIED ON THE PROJECT. ANY FAIWRE DURING THE 30 DAVS PERIOD WILL CAUSE THE TEST PERIOD TO START OVER. ' ' I... ,Cb -....... ' ¾. ........ ---">,~ '"' ..... --......::..:::-,.. ~ ..... , ..... . ' ......... ..... ~ STANDARQ SPEC!FlrATIONSlSHEETS 5 AND §) 1. CONTRACT DOCUMENTS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS. 2.CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST VERSION. 3.CAUFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST VERSION. 4. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST VERSION. 5.FHWA STANDARD HIGHWAY SIGNS, LATEST ENGLISH UNIT VERSION. 6. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST VERSION. 7.SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, LATEST VERSION. 8.CITY OF CARLSBAD SIGNAL AND ELECTRICAL SPECIFICATIONS. 18' DECLARATION OF RESPONSIBLE CHARGE ~1)lll1t:1:e1~ft~t;s ,~~1l~~l~i~l-~'DA ENGINEER OF WORK 9/8/23 R.C.E. 75023 DATE 18' □ DETAIL "A" 4 SECTION VEHICULAR SIGNAL HEAD RQ y 0 G 0 GA~ □ POLES@&@ DETAIL "B" 4 SECTION PROT_EC_I ED--PERMISSIVE LEFT nJRN VEHICULAR SIGNAL HEAD RA @:, □ POLES@&:@ 01 __J ,- - ---·------(lO--·--------· --I I'----------~~_-:._ _______ _ c:::=:1· r - - -1 ..... t,J L ___ J • NOTE: INSTALL TRACER WIRE (/112 GROUND --, c ~ C TRACER WIRE). :a ..... t,J • ..... 0 • c:J---C ► , ~ c:J---C ► i+ I I I NOT USED 1----1--..J - ..... t,J • --..... 0 • ~~ ..... t,J • 01 • 0) • --- t NOT USED A f ), ' □ □ □ □ □ □ □ □ □ □ □ □ □ □ 0 --4 D -D - "AS BU I LT" P.E. __ _ EXP. __ _ REVIEWED BY: DATE INSPECTOR DATE I SH5EET I CITY OF CARLSBAD I SH~TS I 1-----+-----t--------------+----+------<>----+-----1 ENGINEERING DEPARTMENT u l-----+-----+--------------+----+------<>-----+--- 1-----+-----+--------------+----+------<>-----+---DIPROVDINT PLAN JOB: CHICK-FIL-A #4306 LINSCOTT LAW & GREENSPAN LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 1-----+-----+--------------+----+------<>-----+----' :=::R:::::OW::::::::::N::::0.===20=2=2-=0=4=0=1 ======TRAFA==C=S=IG=N=.~===P=IAN==: APPROVED: JASON S. GELDERT San Diego, Ca 92111 engineers (858)300-8800 (858)300-8810 (FX) 1-----+-----+~-------------+----+------<>-----+----' ;:;;EN~Gl~NE::;E;;::RIN;'.::G::'.'.M::::'.:AN:'.:::A::'.:GE".'.:R:;-'R;:'.:CE:'.::6::::'.:3::'.'.::91'.::2:::::'.:EXP:'.::l'.::RES:::::'.9::'.'.3::".:'.0::'.'.2:::'.:;4-;:::::::::::::'.DA:'.:'.'.TE:'.::::::::::; I--D-A-TE---I--INl-llA_L....µ...._ ____________ ---I-_D_ATE-4--INl-llAL-----<>--DA-TE-----<-IN-111_A__.L DWN BY: ---PROJECT NO. DRAWING NO. 1-----,Wl.,.,,..,3-,,...,,111""3""103..,,.,..1 --"""w""'r;;"":,1""m-atCK,....,,.,=""'F1""'1A"""1S-,,...,.11""::JJWG"""",------,..,,,.,,,,,..-----1 REVISION DESCRIPTION CHKD BY: --AIEND2019-0004 538-3 t=]!;~!]ri]~=:t=:]~~~t::::1:=~~~ri]~=j I cEN:G:IN:EER::....::O:_F :WO::RJK ---==~-=-:==~~---1'.'.:0TH:'.'.'.ER~A'.:PP::RO~VAL:'.:_JLCl'.'..:lY'.__:A:P:PR~OV::A'.:..L .l::R::::VWD::::::::::B:::Y:===-=============::::.:======:::::..l D■lli,,ad By: HQL Drawn By: IWI L. DocuSign Envelope ID: 0F785177-2E3F-43EB-8B05-0C88E87B060D 9/12/2023 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SIGNAL MOUNTING AND PLACEMENTSTANDARD MASTARMTYPE LOC. SIG.POLELUM.MASTARM SIGNAL PPB EQUIPMENT SCHEDULE VEHICLE PEDESTRIAN ** A.B. C. PLACEMENT DIMENSIONS REMARKS 35'26-4-100 15' LOC. = RED ARROW, YELLOW ARROW, GREEN ARROW SP-2-T Ø3P Ø6P ALL EQUIPMENT NEW * SEE POLE LOCATION DETAIL THIS SHEET FOR POLE PLACEMENT. ***SEE PUSH BUTTON LOCATION DETAIL * *** 1 2 3 4 5 6 7 8 PUSH BUTTON LOCATION DETAIL EVPA EVPD NO. 14 CABLESC O N D U C T O R 3 12 T R O N C U D C O TOTAL CABLES - 3 CON / 12 CON POLE - Ø3 CONDUIT FILL % 3 4 Ø4 Ø2+Ø5 VIDEO - SHIELDED CAT 6 PER ITERIS SPECIFICATIONS POLE - 1 1 21.7% 16 14.3% 11 21.7% 27 POLE - 5 13.3% 1 6 10 632 - 1 TRAFFIC SIGNAL CONDUCTOR SCHEDULE CONDUIT SIZE AND RUN TOTAL CONDUCTORS / CABLES TOTAL EVP GROUND LUMINAIRES 8 10 CABLE TYPE POLE - POLE OR CIRCUIT POLE - AWG SIZE OR S E A H P 1 2 EVPB 3"3" 3" 3" 2 2 10 Ø3,Ø4P,Ø6,Ø6P,Ø6PPB C D ALL EQUIPMENT NEW POLE - B D2 C1 C2 D1 SP-2-T Ø2P Ø3P Ø1,Ø2P,Ø2PPB,Ø4,Ø4P,Ø4PPB 2 1 EVPCØ1+Ø6 26-4-100 *** 1 2 CONTRACTOR TO POTHOLE LOCATIONS PRIOR TO ORDERING POLES & MAST ARMS. CITY ENGINEER SHALL DETERMINE ACTUAL POLE LOCATION PER POTHOLE RESULTS. ** DLC TYPE B Ø6 Ø2 TOTAL DLCØ3P3 24-4-100 ALL EQUIPMENT NEW 15'35'SV-2-T Ø2 Ø4 MAS Ø5 MAS Ø2 SP-2-T Ø2P Ø4P Ø2PSV-2-T Ø124-4-100 1 Ø6P 5 ALL NEW EQUIPMENT ALL EQUIPMENT NEW Ø2,Ø2P,Ø2PPB,Ø3P,Ø3PPB,Ø4,Ø5 Ø3,Ø3P,Ø5,Ø6P,Ø6PPB 2 1 4 "CHICK-FIL-A' / IN N OUT DRIVEWAY" - RSNS MAST ARM MOUNT 1 4 -- -- 1 1 3 2 1 A TV-2-T Ø3 Ø5 -- -- MAS Ø1 MAS Ø6 6534 7 N/A 11 11 2 1 2 5 3 2 1 1 1 1 2 B 45' 15'MAS Ø3 Ø6P 5 "AVENIDA ENCINAS" - RSNS MAST ARM MOUNT 6534 7 25' 15'Ø4P 3 "AVENIDA ENCINAS" - RSNS MAST ARM MOUNT 653 4 7 9'-111 2" 11 2-4" 12 12 1 1 1 1 1 1 1 1 1 2-3" C2 D1 TYPE-1A TYPE 1-A 10'-- ALL EQUIPMENT NEWSP-2-T Ø4P Ø6P TV-2-T -- -- Ø4P 7 10'-- -- -- -- -- -- -- 2 2 2 Ø1,Ø6,Ø4PPB Ø3,Ø3PPB 1 1 1 = 4-SECTION VEHICULAR SIGNAL HEAD, SEE DETAIL "A" SHEET 5. MAS Ø4 Ø4 8 14 8 "CHICK-FIL-A' / IN N OUT DRIVEWAY" - RSNS MAST ARM MOUNT 2 N/A 6'-71 2" 15'-91 2" 5'-11" 6'-91 4" 5'-9"3'-9"16'-71 4" 2'-6" 3'-7" 15'-91 2"4'-51/2" 7'-101 2" Ø3 Ø6 653 4 7 8 11 1 11 E M P T Y I N C A S E M O R E C O N D U I T S A R E A D D E D 4'-21 2"(E) 0'-8"(S) 1'-10"Ø2P 1 Ø3P 3 E M P T Y F O R F U T U R E U S E 13 12 = 4-SECTION PROTECTED-PERMISSIVE LEFT TURN VEHICULAR SIGNAL HEAD, SEE DETAIL "B" SHEET 5. 14 14 16 8 * 16'-71 4" 8 14 8 13 9. NOT TO SCALE PLAN OR AS SHOWN ON POLE LOCATION DETAIL * 1' POLE 8' CR O S S W A L K 10 ' M I N . DETECTION ZONE 2' TYP.* TY P . 4' MIN. 1.5' MIN. 5' M A X . TY P . TYP. 2' TYP.* TYP. 2' TYP.* 12 A 16 16 16 16 16 8 CONDUIT FILL % SIC (6PR#19) 2 2 2 4% SIGNAL INTERCONNECT CONDUCTOR SCHEDULE CONDUIT SIZE AND RUN TOTAL CONDUCTORS / CABLES CABLE TYPE AWG SIZE OR 2" 2" 2" 2" 2 TRACER WIRE (#12) 1 111 2" 1 2 1 1111 4% 4% 4% 4% NF 0 0 0 0 0 0 • • ■ • - --■ -- -• - - - -------A DETAIL C -ACCESS RAMP DETAIL NORTHEAST CURB RETURN WITH ADA REQUIRED DISTANCE FROM BASE PLATE TO EDGE OF RAMP SCALE: 1 • = 5' DETAIL D -ACCESS RAMP DETAIL SOUTHEAST CURB RETURN WITH ADA REQUIRED DISTANCE FROM BASE PLATE TO EDGE OF RAMP SCALE: 1 • = 5' 0 ■ • • ■ ■ • □ IB4FFIC SIGN4!: GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THIS PLAN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIESl INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDmONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. □□□□□□□□□ 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL". ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET. □□□□□□□□□ 4. ALL PULL BOXES SHALL CONFORM TO LATEST VERSION OF CALTRANS STANDARD PLANS. 5. ALL CONDUIT SHALL BE 3" SCHEDULE 80 UNLESS OTHERWISE SPECIFIED. □□□□□□□□□ 6. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE 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. □□ □□□ 7. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH RETROFLECTIVE BACK PLATES. ALL RED, YELLOW1-GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE CLEAR Lc..D. 8. PEDESTRIAN HOOS AND PUSH BUTTON SIGNS SHALL MEET CALTRANS SPECIFICATIONS. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. PEDESTRIAN MODULES SHALL BE LED COUNTDOWN lYPE. TRAFFIC SIGNAL LIGHTING SHALL CONFORM TO THE MOST CURRENT VERSION OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, AND THE CllY OF CARLSBAD STANDARD SPECIAL PROVISIONS □□□□□□□□ FOR CONSTRUCTION. THE CllY ENGINEER WILL HAVE THE FINAL DECISION ON THE LIGHTING LEVELS THAT WILL BE REQUIRED {I.E. MORE OR LESS LIGHTING) BASED ON STREET CLASSIFICATION, NIGHT-TIME PEDESTRIAN USE, SPECIAL CIRCUMSTANCES, THE CHARACTERISTICS OF THE SURROUNDING AREA, AND THE PROPOSED DEVELOPMENT. WMINAIRES SHALL BE LIGHT-EMITTING DIODES {LED) AND COBRA HOO STYLE • LUMINAIRES SHALL BE lYPE Ill DISTRIBUTION p,s DEFINED BY THE ILWMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA). LUMINAIRES SHALL BE FULL CUTOFF SO THAT LIGHT IS NOT PROJECTED ABOVE THE HORIZONTAL PLANE OF THE FIXTURE. EXTERNAL SHIELDS OR REFLECTORS ARE NOT ALLOWED. WMINAIRES SHALL HAVE AN ANSI C136.41 COMPLIANT NEMA 7 PIN RECEPTACLE FOR USE WITH PHOTO CONTROLS AND SMART LIGHTING APPLICATIONS. \ \ L-----i1. ------ DETAIL E -ACCESS RAMP DETAIL SOUTHWEST CURB RETURN WITH ADA REQUIRED DISTANCE FROM BASE PLATE TO EDGE OF RAMP SCALE: 1 • = 5' A----i 10. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 11. STREET NAME SIGNS SHALL BE NON-ILWMINATED METAL BLADE SIGNS. SIGN PANELS FOR STREET NAME SIGNS SHALL BE FABRICATED USING lYPE IX PRISMATIC, CUBE CORNER, REFLECTING SHEETING (DIAMOND GRADE VIP OR EQUIVALENT) AND SHALL NOT EXCEED 61 (WIDTH) AND 18" (HEIGHT) UNLESS OTHERWISE APPROVED. LETTERING FOR THE STREET NAME SIGNS SHALL BE 8" UPPER CASE AND 6" LOWER CASE IN CLEARVIEW FONT. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF ALL APPLICABLE LOOP DETECTOR~t. TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMvv'AL AND TRAFFIC SIGNING SHOWN ON THIS PLAN. 13. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CllY INSPECTOR OR THEIR DESIGNEE FOR ALL APPLICABLE THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDSb PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALLATI N. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 15. THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE CllY INSPECTOR OR THEIR DESIGNEE. 16. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHl,SES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 17. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 18. EXISTING "STOP" AND "STOP AHOO" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNAL($) ARE OPERATIONAL OR DIRECTED BY THE CllY INSPECTOR OR THEIA 'DESIGNEE. 19. NEW "SIGNAL AHOO" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNAL($) ARE OPERATIONAL OR DIRECTED BY THE CllY INSPECTOR OR THEIR OE!ilGNEE. 0 (D @ @ © @ FOR "A", "B", & "c" DIMENSIONS, PLEASE REFER TO 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AN~?~ BENCH MARKS WHICH ARE DISTURBED OR DESTROYED BY CO UCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CML ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OF SURVEY i.. l>S APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOr1 OR REGISTERED CML ENGINEER />S REQUIRED BY THE LAND SURVEYOR'S ACT. 21. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. THE EQUIPMENT SCHEDULE UNDER PLACEMENT DIMENSIONS 22. ALL STRIPING AT INTERSECTIONS SHALL BE CONSISTENT WITH CllY OF SAN DIEGO HIGH-VISIBILITY CROSSWALK STANDARDS WHERE APPLICABLE. DECLARATION OF RESPONSIBLE CHARGE ~1)lll1t:1:e1~ft~t;s ,~~1l~~l~i~l-~'DA ENGINEER OF WORK 9/8/23 R.C.E. 75023 DATE LINSCOTT LAW & GREENSPAN engineers 23. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACIUTY DESIGNATED BY THE CllY OF CARLSBAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHIPPING, DELIVER AND PICK-UP OF EQUIPMENT. 24. THE CONDUCTOR SCHEDULE IS FURNISHED p,s AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. ENGINEER OF WORK TO IDENTIFY THE CONDUIT SIZES, AND NUMBER AND SIZES OF CONDUCTORS ON THE PLANS. 25. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 26. UNLESS OTHERWISE NOTED,1. ALL SALVAGED EQUIPMENT SHALL BE REMOVED FROM THE PROJc.CT SITE BY THE CONTRACTOR AND DELIVERED TO THE CITY'S SALVAGE YARD FOR FUTURE USE. 27. DETECTION SYSTEM SHALL BE INSTALLED PER SYSTEM SPECIFICATION AND PRODUCT INSTALLATION GUIDELINE. A MANUFACTURER REPRESENTATIVE SHALL CHECK THE DETECTION SYSTEM AND OVERALL SYSTEM OPERATION PRIOR TO SIGNAL TURN-ON. 28. THE CONTRACTOR SHALL PROVIDE PROGRAMMINq. CONFIGURING,._~D INSTALLATION OF ALL TRAFFIC SIGNAL RELATED c.QUIPMENT TO I ME CllY OF CARLSBAD'S TRAFFIC ENGINEER'S SATISFACTION. DETAIL F -ACCESS RAMP DETAIL NORTHWEST CURB RETURN WITH ADA REQUIRED DISTANCE FROM BASE PLATE TO EDGE OF RAMP SCALE: 1 • = 5' "AS BU I LT" P.E. ___ EXP. __ _ REVIEWED BY: DATE INSPECTOR DATE I SHBEET I CITY OF CARLSBAD I SH~TS I 1-----+----t--------------+----+-----,f----+-----1 ENGINEERING DEPARTMENT u LINSCOTT, LAW & GREENSPAN, ENGINEERS 4542 Ruffner Street, Suite 100 San Diego, Ca 92111 (858)300-8800 (858)300-8810 (FX) I----+----+--------------+---+-----<>----+-----< VIMENTPLANFOR: CHICK-FIL-A #4306 1-----+----+--------------+----+----<>----+-----< :=::R:::::OW::::::::::N::::0.:::::::::20=2=2-=0=4=0=1 =======TRAFFl====C=S=IG=N,f.=il..=P=LAN===: APPROVED: JASON S. GELDERT 1-----+----+~-------------+----+----<>----+-----< ;:;;EN~Gl~NE::;E;;::RIN;'.::G::'.'.M::::'.:AN:'.:::A::'.:GE".'.:R:;-'R;:'.:CE:'.::6::::'.:3::'.'.::91'.::2:::::'.:EXP:'.::l'.::RES:::::'.9::'.'.3::".:'.0::'.'.2:::'.:;4-;:::::::::::::'.DA:'.:'.'.TE:'.::::::::::; 1--□-A-TE---I--INl-llA_L....µ...._ ____________ ---l--□-ATE-4--INl-llAL---<>--0A-TE---<-1N-lll_A---,1L OWN BY: ---PROJECT NO. DRAWING NO. 1-----,Wl.,.,,..,3-,,...,,111""3""103..,,.,..1 --""'w""'r;;"":,1""m-atCK,....,,.,=""'F1""'1A"""1S-,,...,.11""::JJWG""""r------,,..,,,.,,,,,..-----1 REVISION DESCRIPTION CHKD BY: --AIEND2019-0004 538-3 t=]!;~!]ri]~=:t=:]~~~t::::1:=~~~ri]~=j I cEN:G:IN:EER::..::O:_F :WO::RJK ---==~--=-:==~~---1'.'.:0TH:'.'.'.ER~A'.:PP::RO~VAL:'.:_JLCl'.'..:lY'..:A:P:PR~OV::A'.:..L .L::R::::VWD::::::::::8:::Y:===-=============::::.:======:::::..l D■lli,,ad By: HQL Drawn By: IWI L. DocuSign Envelope ID: 0F785177-2E3F-43EB-8B05-0C88E87B060D 9/12/2023