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HomeMy WebLinkAboutDWG 543-4; PD 2023-0013; AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION; 01-1221.70 FS W 167 S SD AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION GENERAL NOTES 23.(CONT.) THE CONlRACTOR SHAU. NOTIFY AFFECTED UTILITY COMPANIES SEWER NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY (SEE BELOW) AT LEAST lWO FULL WORKING DAYS PRIOR TO STARTING 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT OF CARLSBAD REGARDING IMPROVEMENTS SHOWN DN THIS SET OF PLANS. CONSlRUCTION NEAR THEIR FAaUTIES AND SHALL COORDINATE WORK WITH A SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED COMPANY REPRESENTATIVE. INDEX OF SHEETS 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PDRTION OF THE CITY DF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 BY THE CITY ENGINEER OR DESIGNEE. WORK TO BE DONE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY 3. BEFORE CONSlRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT SHEET 1 -TITLE SHEET STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY 24. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS OF WAY PERMIT SHALL BE REQUIRED. SHEET 2 -NOTES PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL CONSlRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT SHEET 3 -KEY MAP THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REVISE THESE PLANS 'M-IEN NON-CONFORMANCE IS DISCOVERED. WASTE DISCHARGE DOWNSlREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION SIGNING AND STRIPING NOTES SHEET 4 -DEMOLITION PLAN FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSlRUCTION, AS DIRECTED OF THE aTY ENGINEER. SHEET 5 -DEMOLITION PLAN BY THE CITY ENGINEER. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-1. THE CONlRACTOR IS RESPONSIBLE FOR INSTALLING All. SIGNING AND SlRIPING. SHEET 6 -DEMOLITION PLAN OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND STREET NOTES SHEET 7 -PUBLIC IMPROVEMENT PLAN 1. CARLSBAD MUNICIPAL CODE OMISSIONS DISCOVERED DURING CONSlRUCTION. ALL PLAN REVISIONS SHALL 2. SIGNING, SlRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST SHEET 8 -PUBLIC IMPROVEMENT PLAN BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1. ACTUAL SlRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE VERSION OF THE CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES 2. CITY OF CARLSBAD ENGINEERING STANDARDS 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE (FHWA'S MUTCD, AS AMENDED FOR USE IN CALIFORNIA), CALlRANS STANDARD SHEET 9 -PUBLIC IMPROVEMENT PLAN SHEET 10 -SIGNAGE AND STRIPING PLAN 3. THIS SET OF PLANS WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SPECIFICATIONS (LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE 'R" VALUE TESTS SHEET 11 -SIGNAGE AND STRIPING PLAN 4. RESOLUTION NO. N/A DATED N/A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS 3. ALL SIGNING AND SlRIPING IS SUBJECT TO THE APPROVAL OF THE lRANSPORTATION SHEET 12 -SIGNAGE AND STRIPING PLAN AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT AND THE ENGINEERED SlRUCTURAL SECTION MUST BE SUBMITTED TO THE DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF lWO (2) 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION (GREEN COMPANY WRITING THE POLICY MUST HA VE A RATING OF "A-" OR BETTER CITY WORKING DAYS BEFORE THE WORK BEGINS. 4. ANY DEVIATION FROM THESE SIGNING AND SlRIPING PLANS SHALL BE APPROVED BY THE BOOK). 2. SlREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND ENGINEER OF WORK AND lRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. At:Ul A SIZE QAIEGQRY QE QI.ASS ll!I QB llE I IER AS ESIAllUSt:IEO llY "llESIS" KEY 6. SOILS REPORT AND RECOMMENDATIONS BY NOVA SERVICES, INC. RATING GUIDE CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE 5. ALL SIGNING AND SlRIPING SHALL BE REFLECTIVE PER CAL lRANS SPECIFICATIONS. DATED 02-08-2023 "AS-BUILT" PLANS. NO DIRECT BURIAL SlREET LIGHT FOUNDATIONS WILL BE SlRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). REFERENCE DRAWINGS 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO 6. PRIOR TO FINAL ACCEPTANCE OF SlREET IMPROVEMENTS, ALL SlREET SlRIPING AND DWG NO. 302-8 PUBLIC STORM DRAIN BY THE CITY OF CARLSBAD STANDARDS. IMPROVEMENTS ARE NOT CONSlRUCTED PRIOR TO THE DEADLINE DATE OF THE CONSlRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF SlREETS. AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSlRUCTION PROJECT WILL BE DWG NO. 1989-04-52004 ALGA ROAD K-8 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS IMPROVEMENT AGREEMENT. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED RESTORED TO A 'LIKE NEW° CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DWG NO. 292-2A CARLSBAD TRACT NO 85-35 DATED N/A 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL WITHIN TWENTY FEET OF BUILDING OR SlREET AREAS AND REPLACED WITH CITY INSPECTOR. DWG NO. 311-2 PUBLIC WATER MAIN ALGA SCHOOL SITE OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED DWG NO. 543-4A AVIARA OAKS ELEMENTARY SCHOOL 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CROSS CIVIL ENGINEERING 7. EXACT LOCATION OF SlRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. lRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. MODERNIZATION DATED 05-22-23 WDID NO. 937C401787 , SW NO. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, 8. CONlRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT SIGNED BY THE CITY ENGINEER. CALIFORNIA ADMINISlRA TIVE CODE. 10. STORM 8lt-Tfil< ~~GEMENT PLAN PREPARED BY TORY R. WALKER ENGINEERING LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONlRACTOR. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS 6. SlREET lREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD 9. ALL PAVEMENT LEGENDS SHAU. BE THE LA TEST VERSION OFTHE CAL lRANS MElRIC BASIS OF BEARINGS DATED --, SWMP NO. . BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE LANDSCAPE MANUAL. STENCILS. CITY. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE SlREET WITHIN THE LIMITS THE BASIS OF BEARINGS FOR THESE PLANS 11. CALIFORNIA STORM WA TIER QUALITY ASSOCIATION BMP CONSlRUCTION HANDBOOK 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO OF WORK OF THIS PLAN PER SDRS DWG M19. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE IS A PORTION OF THE EASTERLY LINE OF AND CAL lRANS CONSlRUCTION SITE BMP MANUAL. THE PROJECT SITE AT ALL TIMES DURING CONSlRUCTION. 1 O' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. SECTION 27, T 12 S, R 4 W, S.B.M., AS 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT ROWS SHOWN ON R OF S 10774 N00'42'22"W. LEGEND 11. WHERE lRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE AND PAVEMENT SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PREFORMED (A) SUMMARY SHEET, (B) LA BORA TORY WORK SHEETS AND (C) COMPACTION PROFESSIONAL LAND SURVEYORS ACT. THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE. CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF 9. lWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS ENGINEERING INSPECTOR. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LA TEST VERSION OF THE MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE aTY ENGINEERING CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (FHWA'S MUTCD, AS DESCRIPTION DWG. NO. SYMBOL QUANTITY INSPECTOR WITHIN lWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE 10. SlREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. DEVELOPER CONCRETE SIDEWALK REPORT(S) (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SDRSD G-7 I-= ·-• :·:. t ·:· 1:·· I 853 S.F. WRITTIEN FIELD COMPACTION SHALL BE IMMEDIATELY SUBMITTED TO 13. ALL BIKE LANE LEGENDS SHALL BE HELMETED BICYCLIST SYMBOL AND ARROW PER THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. WATER NOTES CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES FIGURE 9C-3 AND PAINTIED, NAME: CARLSBAD UNIFIED SCHOOL DISlRICT ASPHALT PER DETAIL 4, SHT 2 I I 20 S.F. 12. A PRECONSTRUCTION MEETING SHAii BE HEID PRIOR m JHE BEGINNING OF UNLESS OTHERWISE SPECIFIED. GRIND AND OVERLAY PER DETAIL 4, SHT 2 czz17J WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSlRUCTED IN ADDRESS: 6225 EL CAMINO REAL, CARLSBAD 446 S.F. CONSlRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST 14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. THE WQRK THE CONlRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE EDITION) VOLUMES 2 & 3. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE LATEST VERSION OF THE SPOT ELEVATION PUBLIC '-INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. CALIFORNIA MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (FHWA'S MUTCD, AS PHONE NO.: {760)331-5000 EX. FIRE HYDRANT -STARTING CONSlRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFIFICE AND MUST AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. SCHEDULING. BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY 16. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER PROPOSED CONTOUR 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSlRUCTION MEETING WILL BE ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. SAN DIEGO REGIONAL STANDARD DRAWING M-45. MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT 3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSlRUCTION MEETING WILL BE CONCRETE CURB SDRSD G-01 21 L.F. (Z!ill) ~ Jl!lll INSPECTION REQUESIS MUSI BE RECEIVED PRIOR m 2· oo PM 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT CURB AND GUTTER SDRSD G-02 166 L.F. ON IHE WORK DAY BEFORE IHE INSPECTION IS NEEDED INSPECTIONS WILL BE (Z!iQ) ~!!-J!!!ll, INSPEQTION REQL!ESIS MUSI llE REQEIVE[! PRIOR m 2; QQ P,M. OF CARLSBAD MOUNTING BRACKET WITH SlRAPS. MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE 18. EXISTING SIGNS REMOVED BY THE CONlRACTOR SHALL BE DELIVERED BY THE CONlRACTOR CURB RAMP SDRSD G-27/G-31 ~ 3 EA. AFTIER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONlRACTOR AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY N PROPERTY LINE AND RW -R/W- SHALL DESIGN, CONSlRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 4. NO lREES OR SlRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, THE CONlRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE VICINITY MAP EXISTING BUILDING vrzv J SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ALL EXISTING lREES AND SlRUCTURES SHALL BE REMOVED PRIOR TO RELOCATED OR TO REMAIN. ! STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN EXISTING STORM DRAIN --20. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED CITY OF OCEANSIDE 15. THE CONlRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING PERMISSION FROM THE DISlRICT ENGINEER. ?e A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 HIGHWAY -EXISTING WATER MAIN -- --5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY OBJECT MARKER SHALL BE 12'X12" ' -m THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS ' i_Y ir EXISTING CONTOUR ---{JOO}--- OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE 21. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY .• 'i-TEST REPORT AND DEMONSlRA TES THAT PROTECTION CAN BE PERFORMED IN '~ ·:-:: ~ y EXCAVATION OF SUCH lRENCH OR lRENCHES OR DURING THE PIPE INSTALLATION ANOTHER MANNER, THE DISlRICT ENGINEER WILL CONSIDER AN ALTERNATIVE OBSlRUCTIONS. THE CONTRACTOR IS RESPONSIBLE TO lRIM OR REMOVE ANY VEGETATION EXISTING SEWER MAIN -- THEREIN. THIS PLAN MUST BE PREPARED FOR ALL lRENCHES FIVE FEET (5') OR FORM OF PROTECTION. BLOCKING THE NEW OR RELOCATED SIGNS. y y VJ... MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF ~ • I f LCtJWNOTTO DRIVEWAY GS-12*/ J .• •• .. l 553 S.F. SOURCE OF TOPOGRAPHY • SCALE AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING .,. /;> SDRSD G-14E SIAt:il□6B□S ESI6BI ISl::IE□ BY Il:IE CCblSIBl IC]Cbl SAEEIY DB□EBS Ilil E B SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TIED BY FIELD ;f ~--•_.i..P CJ._ q,.<:>· ~~,,..o IP CALIFORNIA ADMINISTRATIVE CP□E JHE PLAN SHALL BE PREPARED BY h 7. ALL POTABLE WATER SERVICES SHALL BE 1' AND ALL METERS SHALL BE 1" SURVEY METHODS FROM INFORMATION GATHERED ON MAY 3RD REMOVE EXISTING STRIPING REGISTERED ENGINEER AT THE CONlRACTORS EXPENSE. A COPY OF THE OSHA ~--.-?----I (UNLESS OTHERWISE NOTED ON PLANS). • BY GRINDING EXCAVATION PERMIT MUST BE SUBt.llTTED TO THE INSPECTOR PRIOR TO 20.1!._ B"!'. JL SURVEYING CITY OF VISTA EXCAVATION. 8. ALL WATER METER BOXES SHALL BE 17' X 30' X 12" POLYMER CONCRETE AS TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ~ iAN C) o :· ~ R0,1.n SHEET .... 16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED MANUFACTURED BY ARMORCAST OR EQUAL. ACCURACY STANDARDS. " ,~/>JI. ~~c:F-/ DETAIL CALLOUT /"'x '\. BLASTING PROGRAM AND BLASTING PERt.llT. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS ~o~ ~o 17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE SHALL BE 10 FEET. PROJECT LOCATION l\ ~ DURING CONSTRUCTION, OPERATIONS WILL QEASE IMME□IAIELY AND THE 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE 1,, <1:-o/ CITY PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART GRADE. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S), y :-t_ OF DETAIL UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY 11. CONSlRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO 215-050-74 ~ f'.O~ \ MARCOS ENGINEER TO DO SO. THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS '°-ti.;; ~LGA SAN 18. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. N 1983006 E 6246847 . PROJECT L6ciTION • ~ WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF lRUCKS, 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-\' ~ .•:,_:-·.";x:,: . .-·,:,···•·. ,• ..•• ?::-./: ~ EARTHMOVING EQUIPMENT, CONSlRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON BENCH MARK ~ GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER PACIFIC --~ \ COsr~ AVE~q 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR DESCRIPTION: CITY OF CARLSBAD SURVEY CONlROL NETWORK POINT ~9 OCEAN '1}, ! ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOIUDA YS. (A UST OF CITY C900. LOCATION: SET 2.5" DISK IN CURB, WEST SIDE OF At.lBROSIA LANE, 0.2 Ml. I • CITY OF CARLSBAD STANDARD HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTIER.) 13. BEFORE CONSlRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT NORTH OF CONOSO WAY AT THE END OF A HEDGE. c...r--... •• CARLSBAD MUINICIPAL WATER DISlRICT STANDARD DRAl'l1NG 19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONlRACTOR TO THE OF WAY PERMIT SHALL BE REQUIRED. RECORDED: BY HUNSAKER & ASSOCIATES 5/18/2001 L\. ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD QIIY lt:!SP!;;QIQR EQR APPRQ~L lWO E!JLL WQRKING OAYS PRIQR IQ l;!EGINNING QE 14. NO CUTTING OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONlRACTOR ELEVATION: 247.56 DATUM: NGYI> 29 CITY OF ENCINITAS ~-WORK. THE CONlRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND QCCL!RRING ALQNG JHE HAUL ROL!If QR ADJACENI STR!;;EIS AS A RESULI QE JHE THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. "DECLARATION OF RESPONSIBLE CHARGE" (SHEET 1-9) GRADING OPERATION. 15. PRIOR TO BACKFILL, INSTALL lRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE CITY TRAFFIC ENGINEER APPROVAL WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I 20. IMPORT MA TERI AL SHALL BE OBTAINED FROM, AND WASTE MA TERI AL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. JHE CQNTRACIDR TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN lRACER DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT ROUTES OR ADJACENT SlREETS AS A RESULT OF THE GRADING OPERATION. WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXES FOR THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN 21. THE EXISTENCE AND LOCATION OF UTILITY SlRUCTURES AND FACILITIES SHOWN ELEClRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY ON THE CONSlRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY JOHN KIM DATE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED RESPONSIBILITIES FOR PROJECT DESIGN. UTILITY FACILITIES OR SlRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT USING THE lRACER WIRE. PROTIECT WIRE INSULATION FROM DAMAGE DURING FIRM: LATITUDE 33 PLANNING AND ENGINEERING TOTAL DISTURBED AREA = 2,800 S.F. FROM THAT SHOWN ON THE PLANS. THE CONlRACTOR IS REQUIRED TO TAKE DUE INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND SHALL BE REPLACED. ADDRESS: 10731 lREENA SlREET (THIS AREA INCLUDES BUT IS NOT LIMITED TO ~ESS/~ "AS BUil T" ANY OTHER EXISTING FACILITIES OR SlRUCTURES NOT SHOWN. lRACER WIRE SHALL BE AWG NO. 8 SlRANDED COPPER WIRE WITH HIGH MOLECULAR OFF-SITIE WORK INCLUDING PUBLIC IMPROVEMENTS AND 22. THE CONlRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY DESIGNED FOR DIRECT CITY, ST.: SAN DIEGO, CA 92131 TEMPORARY DISTURBANCE SUCH AS VEHICLE AND ~~0-~~ ~ ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO (858)751-0633 EQUIPMENT STAGING AREAS, CONSlRUCTION WORKER TIELEPHONE: FOOT lRAFFIC, SOIL/GRAVEL PILES, UTILITY lRENCHES. !! C79243 -HEAD OF THE CONSlRUCTION TO PERMIT THE REVISIONS OF THE CONSlRUCTION ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BY: SEAN D. DRAKE DATE: BACKFILL CUTS, AND SLOPE KEYWA YS) C. P.E. EXP. DATE THE PROPOSED WORK. BE REQUIRED AT THE CONlRACTOR'S EXPENSE. (NAME OF ENGINEER) TOTAL REPLACED IMPERVIOUS AREA = 1,600 S.F. * 23. THE CONlRACTOR SHALL NOTIFY AFFECTIED UTILITY COMPANIES (SEE BELOW) AT REVIEWED BY: 16. CONlRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED R.C.E. NO.: 79243 TOTAL PROPOSED IMPERVIOUS AREA -500 S.F. "''If-CIV\\. (t_"t-LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSlRUCTION NEAR THEIR WA TIER SHUTDOWN. <,'rA-,~ FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. REGISTRATION EXPIRATION DATIE: 03/31/2026 SEWER NOTES INSPECTOR DATE UNDERGROUND SERVICE ALERT 800 422-4133 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSlRUCTED IN ACCORDANCE WITH SDG&E 800 411-7343 POST-CONSTRUCTION BMP TABLE I SH~ET I ~ AT&T 800 892-0123 THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-CITY OF CARLSBAD TIME WARNER CABLE 760 438-7741 GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM ENGINEERING DEPARTMENT 2 COX COMMUNICATIONS 619 262-1122 LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES TRASH CAPTURE? HYDROMODIFICA TTON? CITY OF CARLSBAD(SlREETS AND STORM DRAIN) 760 434-2980 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION, LA TEST ~ STANDARD STORMWATER REQUIREMENTS ~ YES ~ YES IMPROVEMENT PLANS FOR: EDITION (GREEN BOOK). DI~ RT PRIORITY PROJECT REQUIREMENTS NO NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE ., AGREEMENT FREQUENCY IMP2024-0003 TITLE SHEET DIG ALERT latitude ~ 13 OF APPROVED: JASON S. GELDERT BIO-FIL lRA TION EAST BASIN CUSD YES, SEE SWQMP SEMI-ANNUALLY I DWG 543-4A VERIFY THE LOCA TTONS OF ALL ABOVE AND BELOW GROUND ununES PRIOR TO ENGINEERING t.1ANAGER RCE 63912 EXPIRES 9 /30 /26 DATE CONSTRUCTTON, LOCA TTONS OF UNDERGROUND ununES\STRUCTURES MA y VARY 16 OF PLANNING & ENGINEERING BIO-FIL lRA TION WEST BASIN CUSD YES, SEE SWQMP DWG 543-4A SEMI-ANNUALLY FROM LOCA TTONS SHOWN HEREON. ADDITTONAL BURIED unLmES\STRUCTURES MAY DWN BY: PROJECT NO. DRAWING NO. 811 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: BE ENCOUNTERED. CALL DIG-ALERT (811} AT LEAST 2 WORKING DAYS PRIOR TO ANY Tel 858.751.0633 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD2023-0013 543-4 EXCAVA TTON. H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PlANS\IMPROVEMENl\1955.10 01 Till.E SHEET.DWG REVISED: 3/27/2025 11:15 AM NOT APPROVED NOT APPROVED NOT APPROVED JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION 4" ASPHALT CONCRETE 15.5" CLASS 2 AGGREGATE BASE COMPACTED @ 95% 12" SCARIFY & SUBGRADE COMPACTED @ 95% NOTE: PER D102.1 ACCESS AND LOADING: FACILITIES, BUILDINGS, OR PORTIONS HEREAFTER CONSTRUCTED SHALL BE ACCESSIBLE TO FIRE DEPARTMENT APPARATUS BY WAY OF AN APPROVED FIRE APPARATUS ACCESS ROAD WITH ASPHALT, CONCRETE OR OTHER APPROVED DRIVING SURFACE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHING UP TO 75,000 POUNDS (34,050 KG.). R/W ¢_ R/W I ,-----------60'R/W __________ _, I -10' ---------40' ---------10' --i -4.8'-5.4•,---19.8' ------20.4• ---s.s•1-4.1• - EXISTING AC [ O',fR BASE 2% -- I EX. 6" CURB & GUTTER REMOVAL OF SIDEWALK AND CURB & GUTTER EX. AMBROSIA LANE NTS SHEET4 0 R/W R/W I i------------60'R/W -----------1 I -10' ---------40' ---------10' --i -4.8'-5.4'1---19.B' ----i---20.4' ---is.s'1-4.1' - EX. 6" CURB & GUTTER 2% - EXISTING AC [ O',fR BASE 2% --1------- I PROP. AMBROSIA LANE NTS DIG ALERT VERIFY 11-/E LOCATIONS OF ALL ABOVE AND BELOW GROUND ununES PRIOR TO CONSTRUCTION. LOCA 110NS OF UNDERGROUND U11L/11ES\STRUCTURES MAY VARY FROM LOCATIONS ~OWN HEREON. ADD/110NAL BURIED UTIL/11ES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT {811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVA 110N. PROPOSED CURB RAMP SHEET70 DI~ 811 RT H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PlANS\IMPROVEMENl\1955.10 02 NOlES.DWG REVISED: 5/20/2025 2:33 PM R/W R/W I ,_ __________ 60' R/W __________ _, I 1--10· ---------40' -------t--10' - ~ 4.2'-5.5'i---20.J' ---i---19.7'---i5.5'!-4.8' - EX. 6' CURB _J & GUTTER - EXISTING AC [ O',fR BASE 2% ------ t EX. 6" CURB & GUTTER EX. AMBROSIA LANE r::;\ -NTS ____________________ SH-EE_T_5-;0 R/W R/W I i------------60' R/W -----------1 I 1--10· ---------40' -------1--10· - ~ 4.2·-5.5'1---20.J' ---1---19.7' ---i5.5'1-4.8' - EX. 6" CURB _j & GUTTER 2% - EXISTING AC [ O',fR BASE 2% -------- l EX. 6" CURB & GUTTER PROP. AMBROSIA LANE r,;;\ -NTS ____________________ SH-EE_T_B_,~ latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 - R/W R/W t--J' /,1/N - 2' MIN ,- ~ COLD PLANE AND OVERLAY (2" MIN. DEPTH) TO PROVIDE SMOOTH TRANS/110N I ~ ,_ __________ 60' R/W ~s'.o:_-s-.s-1·=====-=--2-0-· ====~-40_,'_· ====.::::.-2_0_· ====-=:.:t--5.-s-·1 10~.s· ,_ _ _,_ 7.J'-9.7' SAWCUT EXISTING AC I [ O',fR BASE ~ ;:'. -_ j_EXIS-TIN-G 1 Ac PAVEMENT EXTEND BASE 6"'\ '-' ~ BEHIND CURB i;\ ~ ~-.C:::::1!!!11!~~ <!-r ~ 1it'l EX. 6" CURB_ & GUTTER -2% -~ -• REMOVAL OF SIDEWALK, ~ CURB & GUTTER OR DRIVEWAY EX. AMBROSIA LANE (";;\ N -TS--------------------~-E_U_6_\..V R/W "-R/W i------------60'R/W ------------1 I ~ ~5'.o:_-5.-5-i' ----20-· ===~~-40-+ 1 -· ---20' ---is.5•~_5' EX. 6" CURB & GUTTER EXIS11NG AC 7.J'-9.7' SAWCUT [ OVER BASE I 2X 2% ---1-----------. ' -I \._..-.:::;::: > PROPOSED SIDEWALK, CURB SEE DETAIL@ THIS SHEET. NEW 8" PVC PIPE EX. 12" ACP WATER MAIN PER DWG 292-2 CONNECTED TO EX. 8" GA TE VAL VE PER DWG 311-2 CONST. CHANGE If/ PROP. AMBROSIA LANE 0 N -TS--------------------~-E_U_9_ 7 \'.NSTALL 6" TYPE~.STRUCTURAL SECTION 4• AC O',fR 15.5" <t> G PCC C&G PER CLASS II AB OVER NATIVE SIJBGRADE ,.: SDRDG G-2 COMPACTED TO 9SX RELA11VE COMPAC110N t, ,r,; -(SEE SHEET NOTt: NO. 1, SHT. 1) GRIND AND OVERLAY 0 ----4 NTS \ ffiJJffiillffiillni~~~fi J~illmillmillmillm~mll!n VEHICULAR ASPHALT PAVING SECTION© NTS "AS BU I LT" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ 1-----+--+----------------+----+---1----+-----1 ENGINEERING DEPARTMENT ~ l-----+--+----------------+----+--1-----+----I BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R'-IT CONTROL NETWORK POINT /39. LOCATION: SET 25" DISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOC/A TES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 IMPROVEMENT PLANS FOR: IMP2O24-OOO3 l-----+--+----------------+----+--1-----+----I NOTES APPROVED: JASON S. GELDERT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 1-----+--+----------------+----+---1----+-----1 ~EN:::G::::IN::EE:::RIN:::G:::::t.1::A::::NA:::GE::R~RC::E::::6:::39::::1::::2=E::X::::::PIR::E'::S:=9/:::::3::::o:::::/:2:::6;;:::::::::::D:':::ATE:::::::::::::! DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: __ RVWD BY: PD2O23-OO13 543-4 NOT APPROVED NOT APPROVED JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 VAN VAN VAN EXISTING BLDG. 300 EXISTING BLDG. 700 EXISTING BLDG. 800 EXISTING BLDG. 600 NEW MODULAR CLASSROOM BLDG. 900N NEW MODULAR CLASSROOM BLDG. 900S EXISTING BLDG. 500 EXISTING BLDG. 400 EXISTING LIBRARY BLDG EXISTING ADMIN BLDG EXISTING KITCHEN/MPR BLDG EXISTING LOUNGE BLDG AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION DIG ALERT I I I L AVENUE VERIFY n-lE LOCATIONS OF ALL ABOVE AND BELOW GROUND UTILITIES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTIL/TIES\STRUCTURES MAY I BE ENCOUNTERED. CALL DIG-ALERT (811} AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. 7 l 811 H:\1900\1955.00 -RC ARQillECTS -AVIARA OAKS\ENGINEERING\PlANS\IMPROVEMENl\1955,10 03 KEY MAP.DWG REVISED: 3/27/2025 11:18 AM r 1 I ✓ _o ~--.:_ ,) APN: 215-050-74-00 PLAN PER SEPARATE PERMIT r -~ latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 / / 0 40 80 160 240 ( IN FEET ) 1 inch = BO ft. I LEGEND 6,9 ----R/W---- SHEET LIMIT SHEET NUMBER RIGHT-OF-WAY ----------- BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /39. - LOCATION: SET 25• OISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOC/A TES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 "AS BU I LT" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 IMPROVEMENT PLANS FOR: l----+---+--------------+---+----1----l----l IMP2024-0003 KEY MAP APPROVED: JASON S. GELDERT 1----+----+---------------1----+-----1----I---.I ENGINEERING t.1ANAGER RCE 63912 EXPIRES9 30 26 DATE 1----,D,..,.ATE=-+-1""'N1=11•~L--l---------------+--+----l-----+-----.I DWN BY: ---PROJECT NO. DRAWING NO. ~ 1--DA_TE_L..,IN_lll_A_L +-D_ATE_...L,_IN_lll_AL---1 CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD2023-0013 543-4 NO T A P P R O V E D JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 W W W W W W W W W W W W W W W W W AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION ---- - -P\L - ---------------- ----- ,. ----------\ AMBROSIA LANB - ,,ITT] --T --------- 27+00 27+35 / uJ b :z 0 -- :5 c:i -- i ~ ----~ + "" <O <°" 7 GENERAL SURFACE DEMO NOTES= 1. SEE SHEETS 4-6 FOR UTILJTY DEI.IOL/110N PLANS. 2. ALL DEI.IOL/110N, WASIE, DEBRIS, AND UNSATISFACTORY I.IA TERIALS 1./UST BE DISPOSED OF OFF-SITE PER THE REQUIREMENTS OF THE CITY OF CARLSBAD. J. BUILDINGS ARE REPRES£NTA TED PER TOPOGRAPHIC SURVEY AS GROUND LEVEL LIi.i/TS AND I.IA Y NOT REPRESENT BELOW-GRADE ELEMENTS SUCH AS BASEMENTS, FOUNDATIONS. ETC. DEI.IOl./110N OF THE BU/WING AND ANY BELOW-GRADE ELEMENTS SHOULD BE PERFORMED TO THE SATISFACTION OF THE CITY OF CARLSBAD AND PER RECOl./1./ENDA TIONS OF THE GEOTECHNICAL AND/OR STRUCTURAL ENGINEER. 4. UNLESS OTHERWISE NOTED ON LANDSCAPE PLANS, PRESERVE EXISTING NATIVE TREES AND VEGETATION 11'//ENEVER PRACTICAL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION. EXISTING NATIVE VEGETATION AND FAC/LJTIES 11'//ICH ARE NOT INDICATED TO BE REMOVED SHALL BE PROTECTED FROM DEI.IOLJTION OR OTHER CONSTRUCTION ACTIVITIES TO THE 1./AXII.IUI.I EXTENT POSSIBLE. 5. UNLESS OTHERWISE NOTED ON LANDSCAPE PLANS, CLEAR AND GRUB ALL NON-NATIVE VEGETATION WITHIN THE PROJECT LJI./ITS. DI~ DIG ALERT - VERIFY THE LOCATIONS OF ALL ABOVE AND BELOW GROUND UTILITIES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTIL/TIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTIL/TIES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT (811} AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. 811 26+00 lo I - RT H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PlANS\IMPROVEMENl\1955.10 04 DEMOLITION PLAN.DWG REVISED: 3/27/2025 11:16 AM latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 60 ' I APN: 215-050-74-00 PLAN PER SEPARATE PERMIT BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /39. LOCATION: SET 25• OISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOCIATES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 I I I I I I I I I PROTECT IN PLACE NOTES [I] PROTECT IN PLACE EXISTING LIGHT POST [I] PROTECT IN PLACE EXISTING VAL VE W PROTECT IN PLACE EXISTING WATER LINE [±J PROTECT IN PLACE EXISTING SIDEWALK [fil PROTECT IN PLACE EXISTING 6" CURB AND GUTTER [gj PROTECT IN PLACE EXISTING ASPHALT CONCRETE [j] PROTECT IN PLACE EXISTING STRIPING DEMOLITION NOTES (D REMOVE EXISTING 6" CURB AND GUTTER TO THE NEAREST JOINT @ REMOVE EXIS11NG CONCRETE SIDEWALK TO THE NEAREST JOINT G) REMOVE EXISTING SIGN, POST & FOOTING @ CLEAR AND GRUB @ REMOVE EXISTING CURB RAMP (J) REMOVE EXISTING STRIPING BY GRINDING @ REMOVE EXISTING O" CURB AND GUTTER NOTE= 1. STATIONS ALONG AMBROSIA LANE ARE FOR REFERENCE ONLY. "AS BU I LT" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t--------i---+------------+---+-----+----+-----< I SH!ET I CITY OF CARLS BAD ~ ENGINEERING DEPARTMENT ~ ::==:'....:::::::========='....::::::==: IMPROVEMENT PLANS FOR: IMP2024-0003 1----1----+----------------+-------t---+--+------I APPROVED: ENGINEERING t.1ANAGER DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: DEMOLITION PLAN JASON S. GELDERT RCE 63912 EXPIRES 9 /30 /26 DA TE PROJECT NO. DRAWING NO. PD2023-0013 543-4 SHE E T 4 N O T A P P R O V E D JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S SSSSSSSS AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION -, w z -_J I _(.l ~ I I I I I I I I I ~1 I I I I I I I I I ,, -'-c--.....:._ ' ,, DIG ALERT ~ - 22+00 I I • .. APN: 215-050-74-00 PLAN PER SEPARATE PERMIT ) J I t <c a; ... • ~ . , ·, ' . . 2/ VERIFY THE LOCATIONS OF ALL ABOVE AND BELOW GROUND UT/UT/ES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UT/L/TIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT (811} AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. 811 00 • H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PLANS\JMPROVEMENl\1955,10 04 DEMOl.lllON PLAN.DWG REVISED: 3/27/2025 11:16 AM latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 -- APN: 215-050-7 4-00 PLAN PER SEP ARA TE PERM/ T \ \ 0 \ - \ EX 8" PV MAIN PER ' I SEWER WG. 292-2 I ' • 10 20 40 ( IN FEET ) 1 inch = 20 ft. 60 ~ .... /'f/ ; /// / / , PROTECT IN PLACE NOTES [j] PROTECT IN PLACE EXISTING ASPHALT CONCRETE [j] PROTECT IN PLACE EXISTING STRIPING ,, / ~ / ' ;,,,L //A'. / DEMOLITION NOTES / 4 / (j) REMOVE EXISTING STRIPING BY GR/NO/NG -_.....-l~ __.-;; ~ /.', / f/ "" \ ~ ...... .,, .,, BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /39. \ LOCATION: SET 25• OISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOC/A TES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 '¾, "" \ \ \ \ ,,. : ; 1/ / / / / NOTE: 1. FOR GENERAL DEMOLITION AND PROTECT IN PLACE NOTES. SEE SHEET 4. 2. STATIONS ALONG AMBROSIA LANE ARE FOR REFERENCE ONLY. "AS BU I LT" P.E. __ _ EXP, __ _ DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~====:===1============================:====:===~====1===~ ENGINEERING DEPARTMENT 1----+--+--------------+---+---1---1----1 IMPROVEMENT PLANS FOR: l----+--+--------------+---+---1---1----1 IMP2024-0003 DEMOLITION PLAN APPROVED: JASON S. GELDERT 1----+---+---------------l----+---I----I--....I ENGINEERING t.1ANAGER RCE 63912 EXPIRES9 30 26 DATE 1--,D,..,.ATE=-+-1""'N1=11•~L-l---------------+--+---I------I------I DWN BY: ---PROJECT NO. DRAWING NO. ~ 1--DA_TE_'-IN_lll_A_L +-D_ATE_...L.,_IN_lll_AL--1 CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD2O23-0O13 543-4 JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 G G S W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSS S S S S AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION I I I DIG ALERT \IERIFY THE LOCATIONS OF ALL ABO\IE AND BELOW GROUND UTILITIES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT (811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. DI~ RT 811 H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PLANS\IMPROVEMENl\1955.10 04 DEMOLITION PLAN.DWG REVISED: 3/27/2025 11:16 AM ' I I I I I I I I I I I I I 15'+00 I I I I ·1 I I I I I I ' '\_ , "': \ ~\ latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 10 20 40 60 . I ( IN FEET ) 1 inch = 20 ft. I I ;I J ~ I I I I ·," . ""' BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /39. LOCATION: SET 25• OISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOC/A TES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 PROTECT IN PLACE NOTES [I] PROTECT IN PLACE EXISTING VAL \IE W PROTECT IN PLACE EXISTING WATER LINE [I] PROTECT IN PLACE EXISTING SIDEWALK [fil PROTECT IN PLACE EXISTING 6" CURB AND GUTTER [TI PROTECT IN PLACE EXISTING GAS LINE [ID PROTECT IN PLACE EXISTING SEWER LINE (ID PROTECT IN PLACE EXISTING TELECOM EQUIPMENT [ill PROTECT IN PLACE UTILITY MANHOLE [ill PROTECT IN PLACE EXISTING FIRE HYDRANT ~ PROTECT IN PLACE EXISTING ASPHALT CONCRETE D1] PROTECT IN PLACE EXISTING STRIPING DEMOLITION NOTES (i) REMO\IE EXISTING 6" CURB ANO GUTTER TO THE NEAREST JOINT @ REMO\IE EXISTING CONCRETE SIDEWALK TO THE NEAREST JOINT @ CLEAR AND GRUB (J) REMO\IE EXISTING STRIPING BY GRINDING @ REMO\IE EXISTING O" CURB AND GUTTER @ REMO\IE EXISTING CONCRETE DRI\IEWA Y APRON @) REMO\IE AND RELOCATE EXISTING TELECOM EQUIPMENT PER DRY UTILITY CONSUL TANT NOTE: 1. FOR GENERAL DEMOLITION AND PROTECT IN PLACE NOTES. SEE SHEET 4. 2. STATIONS ALONG AMBROSIA LANE ARE FOR REFERENCE ONLY. "AS BU I LT" P.E. __ _ EXP.____ DATE REVIEWED BY: INSPECTOR DATE I SH!ET I CITY OF CARLSBAD ~ ~====:====~=============================~====~===~~====~===~ ENGINEERING DEPARTMENT ~ 1----+--1----------------1----+----11-----I-----I IMPROVEMENT PLANS FOR: l----+--1----------------1----+----11-----I-----I ::=IM=P=20=2=4=-=00=0=3====D=E=MO=L=IT=IO=N=PL=A=N======~ APPROVED: JASON S. GELDERT 1----+--I----------------I------I-----II-----I-----I ;::EN:::G:::INE::E:::RIN:::G:::::t.1::A::::NA:::GE::R=':RC:::E:::6:::39:::::12:::::::::E::X::::PIR::E:::S9:=/:::3·::o1::::,2=:6:=:::::::D:::ATE::::::::::::: DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY: __ RVWD BY: PD2O23-0O13 543-4 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION ~ :a: ..... ~ ::!; ~ "' i c:c, a cl,: "" ~ ~~~ "' "' ;,: ~ ..... ~ CJ ;!: ::ti ~ -0.9' \, X SURF1CE 21! (>+8(J 1+00 SE TC CURB RETURN PROFILE -------- - DIG ALERT HORZ SCALE 1• = 10' VERT. SCALE 1 • = 2' DETAIL B SCALE 1• = 10' 1+47.29 VERIFY THE LOCATIONS OF ALL ABOVE AND BELOW GROUND UTIUTIES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT (811} AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. 811 I 1+50 II P's ~ ~ - :> ~ ~ ~f2 ,..: -+-co ;!;;;; , 217.82 FS 1+54.48 CR= 215 1+70 218.02 n:ro"\ 17.52 Fl.p --- 24+n.20 AMBROSIA LN H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PlANS\IMPROVEMENl\1955,10 07 PUBLIC IMP PLAN.DWG REVISED: 3/V/20'C5 11:17 AM -- . . {,! l I NOTES= 1. THIS PLAN WAS COMPILED AND PREPARED BY: LATITUDE 33 PLANNING AND ENGINEERING 10731 TREENA STREET SAN DIEGO, CA 921 JI PHONE: 858-751-0633 2. ACCESS/BL£ PA TH OF TRAVEL DESIGN IS NOT INCLUDED IN THE SCOPE OF WORK. J. ALL SIGNAG£ AND STRIPING PER SHEETS 10-12. latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 3 .. APN: 215-050-74-00 PLAN PER SEPARATE PERMIT 24+00 -----/ ... \ co - .9' ... ,..____ • ~ ' • V • ltj . V • ., • GENERAL NOTES= 1. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND £LEVA TION OF EXISTING GRADES, SIT£ IMPROVEMENTS AND UTILITIES PRIOR TO CONSTRUCTION. IF ANY CONFLICTS OR DEV/A TIONS FROM THIS PLAN ARE IDENTIFIED, THE CONTRACTOR SHALL NOTIFY ANO COORDINA T£ WITH THE ENGINEER OF WORK PRIOR TO CONSTRUCTION. 2. CONTRACTOR TO PERFORM UTILITY LOCATING AND POTHOLING AS REQUIRED, AND PROTECT IN PLACE ALL EXISTING UTILITIES. IF SHUTOFFS ARE REQUIRED, CONTRACTOR TO COORDINA T£ WITH UTILITY PROVIDER BEFOREHAND. J. CONTRACTOR TO MATCH EXISTING PAVEMENT GRADES AND ELEVATIONS ALONG LIMITS OF WORK UNLESS OTHERWISE NOTED. 4. ALL CONTOUR LABELS AND ELEVATION CALLOUTS ARE IN UNITS "FEET". 5. WHERE NOTED AS "MATCH", NEW PAVEMENTS, SIDEWALKS, AND GRADES SHALL MA ll:H EXISTING GRADE ELEVATIONS AND PROVIDE SMOOTH TRANSITIONS TO EXISTING. 6. ANY UTILITY RIMS, TOPS OF GRATES, AND/OR LIDS (EXISTING OR PROPOSED) WITHIN THE AREA OF WORK SHALL BE ADJUSTED TO GRADE IN THE FIELD WHETHER DEPICTED ON THESE PLANS OR OTHERWISE. 7. CONTRACTOR TO VERIFY ELEVATIONS AT TIE-IN AND/OR MATCH POINTS PRIOR TO CONSTRUCTION. 8. ALL COORDINATES AND DIMENSIONS ARE TO EOG£ OF PAVEMENT AND AR£ IN FEET UNLESS NOTED OTHERWISE. 9. THE WORKS/TE SHALL BE KEPT CLEAN OF DEBRIS AND WAS1E DEBRIS AND WAST£ SHALL BE DISPOSED OF AT APPROVED SITES. 10. CONTRACTOR TO PROTECT IN PLACE ALL ITEMS NOT SPEC/FICALLT CALLED OUT FOR DEMOUTION OR IMPROVEMENT. 11. CONTRACTOR TO PROVIDE ENGINEER OF WORK sumCIENT NOTICE OF ANY FIELD CONFLICTS IN ORDER TO PREPARE FOR DESIGN RESOLUTION. I I I I I I I I I Cl.JI El CATA TAEI E ~ BEARING/DEL TA RADIUS LENGTH NOT£ 0 S89'J5'50"W --0.21' 6" CURB 0 l:,.=29'04'51" R=25.00' 12.69' 6" CURB 0 !:,.= 11 '27'JJ" R=25.00' 5.00' CURB TRANSITION 0 !:,-9'10'38" R-25.00' 4.00' o-CURB & I 0 1:,.-11 '27'JJ" R=25.00' 5.00' CURB TRANSITION 0 !:,-29'04'51 • R-25.00' 12.69' 6 CURB & I ~ SO'J9'J6"£ --14.89' 6" CURB & I ~ SO'J9'J6"£ --8.90' 6" CURB & I CONSTRUCTION NOTES (D PROPOSED CONCRETE SIDEWALK PER SDRSD G-7 CT) PROPOSED 6" CURB AND GUTTER PER SDRSD G-2 ~ PROPOSED TYPE A CURB RAMP PER SDRSD G-27 G) PROPOSED 4" ASPHALT PAVING OVER 15.5" CLASS 2 AGGREGATE BASE PER DETAIL B TYPE A, SHEET 2 (j) PROPOSED O" CURB @ MATCH EXISTING W/ SMOOTH TRANSJnON @ MATCH EXISTING TO NEAREST JOINT W/ SMOOTH TRANSITION @) PROPOSED GRIND AND OVERLAY PER DETAIL 4, SHEET 2 @ PROPOSED 6" CURB PER SDRSD G-1 @) PROPOSED TRUNCATED DOMES PER SDRSD G-JO @ EXISTING VAL VE CAN RESTORED FLUSH WITH PAVEMENT IF PIP, OR REPLACED PER W-23 IF DAMAGED. NOTE= 1. STATIONS ALONG AMBROSIA LANE ARE FOR REFERENCE ONLY. "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t-------i---+------------+---+-----+----+----< I SH~ET I CITY OF CARLS BAD ~ ENGINEERING DEPARTMENT ~ ::==:'....:::::::========='....::::::==: 60 BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /39. LOCATION: SET 25" OISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOCIATES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVO 29 IMPROVEMENT PLANS FOR: 1-----t--+----------------1----+--+----t---1 IMP2024-0003PUBLIC IMPROVEMENT PLAN APPROVED: JASON S. GELDERT ENGINEERING t.1ANAGER RCE 63912 EXPIRES 9 30 26 DA TE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. PD2O23-0O13 543-4 SHE E T 7 N O T A P P R O V E D JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S SSSSSSSS AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION I I I I I I I I I DIG ALERT l!jj .. fil ' ' . . ' ' ' VERIFY THE LOCATIONS OF ALL ABOVE AND BELOW GROUND UT/UT/ES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UT/L/TIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT (811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. I '1 ' ➔ I \ 1 I I 811 H:\1900\1955.00 -RC ARQillECTS -AVIARA OAKS\ENGINEERING\PLANS\IMPROVEMENl\1955.10 07 PUBLIC IMP PLAN.DWG REVISED: 3/V/20'C5 11:17 AM I I I . • I &1/. ·• :6. I , . 4 I / .• ◄ • " . "' . " .. · . •· •. .. "' -, -, APN: 215-050-74-00 PLAN PER SEPARATE PERMIT latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 60 A BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /39. LOCATION: SET 25• OISK IN C/JRB, WEST S/0£ OF AMBROSIA LANE, a2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOC/A TES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 \ \ / : ; 1/ / / CONSTRUCTION NOTES @ PROPOSED STRIPING, SEE SHEETS 10-12 FOR ADDITIONAL INFORMATION @) PROPOSED SIGN, SEE SHEETS 10-12 FOR ADDITIONAL INFORMATION NOTE: 1. FOR GENERAL IMPROVEMENT AND GRADING NOTES. SEE SHEET 7. 2. STATIONS ALONG AMBROSIA LANE ARE FOR REFERENCE ONLY. "AS BU I LT" P.E. __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~====:===1============================:====:===~====1===~ ENGINEERING DEPARTMENT 1----+---+--------------+---+----1----l----l IMPROVEMENT PLANS FOR: l----+---+--------------+---+----1----l----l IMP2024-0003PUBLIC IMPROVEMENT PLAN APPROVED: JASON S. GELDERT 1----+----+---------------l----+-----I-----I-----.I ENGINEERING t.1ANAGER RCE 63912 EXPIRES9 30 26 DATE 1----,D,..,.ATE=-+-1""'N1=11.~L--l---------------+--+----I-----I-----.I DWN BY: ---PROJECT NO. DRAWING NO. ~ 1--DA_TE_'--IN_lll_A_L +-D_ATE _ _.__IN_lll_AL--1 CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PD2023-0013 543-4 JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 A#1 1 4 4 7 7 (201 6 ) PAR K I N G LOT A G G S W W W W W W W W W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSSSSSS S S S S W W W W W W W W W W W W W SSSSSSSSSSSSS AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION • oj oj y I --i--1 I I I fBf-+--1 I \--+--\ I -+-, -++--~ ~ i • ~ ,. i " " " " I ti i ~ I ~ r1:-1;--f-:,~1.;.:k·L-~--~-~, li1 _il~✓~J_j__i1 ~1~1-l_~~1 _11 L~1dJ-~ L J---L + ----/'. -t-1-~ + -1 !J 1 1 ~ ; \ \ ~ ~\ I / / II I / / / I / / / / 16/oo / / ~ ;----/ .....,..-s:-----,-------,l-1---n5:+-oo-/1-~--t-/ -/-'------/-------,1-L----+-l,rif-,__-/1--_J/1----/-'------~-'-d ---414+•00+!-: i ---,li'--f-r1-----__,r-: ~-/ I I ~ i -+---\ >( \ /J+OO / / ---/ -----;7 --+-/~~---- / / I ii ~ I L__ L -- CURB DATA TAEII E ~ BEARING/DELTA RADIUS LENGTH NOTE ◊) S55"5J'51 "E --14.13' 6" CURB ct r.lJTTER (8) S55"5J'51 "E --10. 71' 6" CURB ct r.lJTTER 0 /:,,= 58'18'54 • R=10.57' 10. 76' 6" CURB ,1,t., /:,,=28'2J'04" R=10.57' 5.24' o• CURB '-, 19 /:,,=J'48'12· R=10.57' 0.78' CURB TRANSITION 4} /:,,=3'44'51" R=10.50' 0.95' 6" CURB A~ !:,,-J5'07'1 J" R=10.82' 6.6J' o• CURB ,~ ~ l:,,•49'J7'J1. R=10.J1' 8.9J' 6" CURB ~ N55"58'1J"W --12.99' 6" CURB ct l'I/TT,R 4§> N55"59'J7"W --47.10' 6" CURB ct l'!/TT,R <ft> N56'22'JO"W --12.55' (,'(J/(/J TRANSITION ~ S55"56'00"E 8.67' CURB --TRANSITION ,, S55"59'41"E 6.43' (,'(J/(/J --TRANSITION 'v CONSTRUCTION NOTES (D PROPOSED CONCRETE SIDEWALK PER SDRSD G-7 @ PROPOSED 6" CURB AND GUTTER PER SDRSD G-2 @ PROPOSED TYPE A CURB RAMP PER SDRSD G-27 @ PROPOSED TYPE 0-2 CURB RAMP PER SDRSD G-J1 (J) PROPOSED o• CURB @ MATCH EXISTING TO NEAREST JOINT W/ SMOOTH TRANSITION @) PROPOSED GRIND AND OVERLAY PER DETAIL 4, SHEET 2 @PROPOSED CONCRETE DRIVEWAY PER MODIFIED SDRSD G-14E AND CITY OF CARLSBAD r, ~ -....!...:._ r, " p ~ ~-~---~-~ --~-lfl\__ '~---'-----~----'----'-~-~-'------~-'--"-------'------'--_,._,.._'-'--+-'---------'------'--~------'--------'---~--~-------'-----------~~ ~i--~i-r---GS-12 @) PROPOSED TRUNCATED DOMES PER SDRSD G-JO @PROPOSED 4" CURB 1 <o ~ ""' vi V) II ~ ~--u~ 0 "' ""' "' ~o,'i:,-'< "-I ICC d ~le) C ,-.-.:: ... <o<o --~ ' --~ ' 1 -- 1 I --t+bo o+90 ~ I!,;! ""' !,;! ~ ___, 1-i! "'< "< I~ §e :la >-"< &'! 8-'i ~ ~ ~ ;s ~~ vi Cl:: a I ,:): • "' _, "--~ ~ ~~ ~ a :'3:~ c:s 'O ti2:::, -~ r--..: t,,-j :;i ~ -· 0:, ,__ J "'( ,.. <>ci ~6-:, /Tl <>ci " ~ r-..: C, l r-..: i.'s ... 'O C!i I ::f I~~ ... 'O "' :'2 q_s ,;j----"" .... --~ a:: I~~ ,~ ~ ... 'O 'O ti; "' "' ... ' ---1!-... ~ 'O I•-- ' ~ \ '--'""'-l -, 6% '\ \ /2.it / ' "' l '-... .:6% r------~ -------- "-EX . URFACJ. 1+'50 NW CURB RETURN PROFILE HORZ. SCALE 1• = 10' VERT. SCALE 1• = 2' .:,J .:,J 1.1% / g 161.74FS) DIG ALERT VERIFY THE LOCATIONS OF ALL ABOVE AND BELOW GROUND UTILITIES PRIOR TO CONSTRUCTION. LOCATIONS OF UNDERGROUND UTILITIES\STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES\STRUCTURES MAY BE ENCOUNTERED. CALL DIG-ALERT (811) AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION. 811 v ,,-- H:\1900\1955.00 -RC ARQillECTS -AVIARA OAl<S\ENGINEERING\PlANS\IMPROVEMENl\1955,10 07 PUBLIC IMP PLAN.DWG REVISED: 3/V/20'C5 11:17 AM 1E ~ 1-i! Cl:: ~~ ~ u ·r-... ~ ~ ... lei -r-- c:, Lil ----- / .:,J .:,J .:,J ~~ ~-~-"'<- • . 60 . 10 I+ 56 \"J t> \ \ ( \ 1+41.61 NW ECR \ c,. \ "J. . I - .65FS I 7 I 2' "" f I I TC/Fl. latitude ~ PLANNING & ENGINEERING 9968 Hibert Street 2'1d Floor, San Diego, CA 9.2131 Tel 858.751.0633 I I I 109.52' 1{5+00 DETAIL A SCALE 1. = 10' 1+32.94 NE BCR \ \ \ l I 155--1- /:,,/~ / // .::,J , - /...:J ,J 14:" o+85 riiffiil'IT' -\ 150.84TC/FS .:,J "<v \150.84 FS ,.;,,.;;:::;;;.::~-/-.V ...c;;; 1-/ ~,c,J:" _ • ~ /6.9 1 (149.11 FS} g .78 FS _, -- 149.0J FS) BENCHMARK DESCRIPTION: CITY OF CARLSBAD S1/R"ff CONTROL NETWORK POINT /J9. LOCATION: SET 25" OISK IN Cl/RB, WEST S/0£ OF AMBROSIA LANE, 0.2 All NORTH OF CONOSO WAY AT THE ENO OF A HEOCE. RECORD FROM: HUNSAKER ,t ASSOC/A TES 5/18/2001 ELEVATION: 247.56 A/SL DA TUM: NGVD 29 0 10 20 40 60 @ PROTECT IN PLACE WATER VAL VE LID 1+00 ( IN FEET ) I inch = 20 ft. 1+'50 NE CURB RETURN PROFILE HORZ. SCALE 1• = 10' VERT. SCALE 1• = 2' NOTE: 1. FOR GENERAL IMPROVEMENT AND GRADING NOTES. SEE SHEET 7. 2. STATIONS ALONG AMBROSIA LANE ARE FOR REFERENCE ONLY. "AS BU I LT" P.E. __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE t-----i---+------------+---+----+----+----< I SH!ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ::==:'...:::::::========='...::::::==: IMPROVEMENT PLANS FOR: 1----1----+----------------+-----t---+--+----1 IMP2024-0003PUBLIC IMPROVEMENT PLAN DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL APPROVED: JASON S. GELDERT ENGINEERING t.1ANAGER RCE 63912 EXPIRES 9 30 26 DA lE DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: PD2023-0013 543-4 JS JS Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 No. 59563 GRAPHIC SCALE SHARED LANE MARKING DETAIL 1 SIGN LEGEND CONSTRUCTION NOTES: CONTINENTAL CROSSWALK MARKING DETAILS 2 DECLARATION OF RESPONSIBLE CHARGE MJ MJ MATCHLINE -SEE SHEET 35 (GRADING PLAN SET) REMOVE EXISTING R5-1 AND DETAIL 39A PAINT GREEN FOR BICYCLE LANE~- ENHANCEMENT PER DETAIL 3 ON SHEET 11 R/W REMOVE EXISTING R5-1 AND R6-1 SIGNS; REPLACE ____ WITH R1-1 SIGN AND __ ADD •ALL WAY- R1-3P SIGN BELOW 10' 3 I DETAIL 21 (RESTRIPE AND MEET WITH EXISTING CENTERLINE) STRIPE 12• SOLID WHITE--~---==~E4'~~-· TYPE IV (L) 26+6 .3 2 THERMO. STOP BARS PER CAL TRANS STD. PLAN A42 DETAIL 38A INSTALL R4-11 AND R26(S) CA SIGNS 0 20' 40' ----SCALE: 1 • = 20' G) STRIPE SHARED LANE MARKING AS SHOWN. SEE DETAIL 1. @ PAVEMENT MARKING ARROWS AS SHOWN PER CAL TRANS STANDARD PLAN A24A @ PAVEMENT MARKING WORDS AS SHOWN PER CAL TRANS STANDARD PLAN A24D REMOVE EXISTING STRIPING REFRESH ALL EXISTING RED CURBS AT INTERSECTION. RED CURB SHALL EXTEND TO TOP OF CURB RAMPS. NOTES: ;.. I . a, I--3' -4" --I • 0 I . «> 1 1. CONSISTENT WITH CA MUTCD FIGURE 9C-9. SHARED LANE STOP R1-1 NO STOPPING ANY TIME R26(S) (CA) MARKING R3-1 [( ALL WAY ]] R1-3P NOTES: 7/l~ MAY USE FULL LANE R4-11 1. BOTTOM OF SIGN SHALL BE 7' ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISE. 0 RIGHT LANE MUST TURN RIGHT R3-7 REMOVE EXISTING R1-1 SIGN R5-1A SIGNS PROTECT IN PLACE EXISTING R1-1 SIGN WITH R1-3P RELOCATE PEDESTRIAN BARRICADE AND •No PEDESTRIAN CROSSING" SIGN TO NEW CURB PROTECT IN PLACE ~-EXISTING LIGHT POST AND REMOVE EXISTING SIGN (R3-1) ~ INSTALL R3-7 F SIGN 23+40.80/ ----,,-EXTEND RED CURB TO STA 23+40.80 AND INSTALL R26(S) (CA) SIGN R/W STA 22+81.02 , T""" T""" I--w w :I: en w w <~ en w z ~> ::J :I: ~ ' <( :::E i--------PROTECT IN PLACE SR4-1 (CA) SIGN DETAIL 21 BEGINNING OF STRIPING TRANSITION PROTECT IN PLACE PEDESTRIAN BARRICADE WITH "NO PEDESTRIAN CROSSING -USE CROSSWALK" SIGN INSTALL YELLOW CONTINENTAL-STYLE CROSSWALK PER DETAIL 2, THIS SHEET (THERMOPLASTIC) PROTECT IN PLACE EXISTING R1-1 SIGN WITH R1-3P INSTALL NEW 12" SOLID WHITE THERMO. STOP BAR STRIPING PER CAL TRANS STD. PLAN A42G 2' 3' STA 23+90.66 (EXTEND TO MEET WITH EXISTING CENTERLINE) END OF STRIPING TRANSITION 1 1 r 1 r -RAMPTYP. SCHOOL SPEED LIMIT 25 WHEN CHILDREN ARE PRESENT ;-111111 i[ FLARE TYP. 1- 6~ ~ Ll:LINEAT 0~ CONTROLLED w 1-CROSSINGS 0:: LL DO TYPICAL CONTINENTAL CROSSWALK MARKINGS SINGLE RAMP CORNER 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 THE 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 SATISFY 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 RETROREFLECTIVITY COMPLIANT AND SKID RESISTANT PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 0 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 IS 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: DUDEK ADDRESS· 605 3RD STREET CITY, ST.: ENCINITAS, CA 92024 TELEPHONE· (760) 942-5147 BY: --~~~~~('/\._~'Ir-'-:;;._~-----DATE: 3-27-2025 ARMAND crMAGANA R.C.E. NO.: 59563 REGISTRATION EXPIRATION DATE: 12-31-2025 "AS BUILT" RCE EXP. DATE REVIEWED BY• INSPECTOR DATE ~ CITY OF CARLSBAD I SH:TS I 0 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SR4-1 (CA) SCHOOL SPEED LIMIT ASSEMBLY C (CA) 1---+---+--------------+---t--t--+----t IMP2024-0003 SIGNING AND STRIPING PLAN APPROVED: JASON S. GELDERT DUDEK DA1E N11AL ENGINEER OF WORK ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATE REVISION DESCRIPTION DA1E INl'IIM. DA1E INl'IIM. I RVWD BY: --11 01HER APPROVAL QTY N'PRCNAL CHKD BY: .. PROJECT NO. II DRAWING NO, SHE E T 1 0 N O T A P P R O V E D Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 No. 59563 GRAPHIC SCALE SHARED LANE MARKING DETAIL 1 CONSTRUCTION NOTES: SIGN LEGEND DECLARATION OF RESPONSIBLE CHARGE CONFLICT ZONE STRIPING WITHOUT DEDICATED RIGHT-TURN LANE 3 MJ MJ 0 1------..... 1-w w :::c (/) w w (/) R/W AMBROSIA LANE I w z ::J :::c 21+00 20+00 ~ <( :::E INSTALL R10-7 SIGN o 20· 40• ----SCALE: 1" = 20' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 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 AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: DUDEK ADDRESS· 605 3RD STIREET CITY, ST.: ENCINITAS, CA 92024 TELEPHONE: (760) 942-5147 BY: --~~-~~-[Y\.,____,~""',;::,._ ______ DA TE: __ 3_-_2_7_-_2_0_25 __ ARMANDOMAGANA R.C.E. NO.: ~5=9~56~3~ __ REGISTRA110N EXPIRATION DATE: 12-31-2025 MATCHLINE -SEE SHEET 12 INSTALL R4-11 SIGN ' INSTALL R10-7 SIGN R/W ---- --.d: f7 ■ .. l ~ J; ,0+oO INSTALL R4-11 SIGN '--' ON EXISTING LIGHT POLE i"' -i f. 2: ►, . _; ::JO i---~~---":: __ _'_~::::~'-STRIPE 12" SOLID WHITE THERMO. STOP BARS PER 1 CAL TIRANS STD. PLAN A42G BIKE LANE GREE.N PAINT FOR CONFLICT AREA. 1. Green traffic paint shall be Ennis-Flint 985216 Green Standard Fast Dry Waterborne 1952F ½ Traffic Paint, Product Color Green (34115) or approved equal . Paint lo meet federal spec TT-P-1952F Type I & IL WHITE PAINT all<E LAffE S't'MIIOt ANO AAR/;1(tl Pll~t,l!aN'l "'1\fllmlG$ PER CP. M\/TCO ~IGURE 9C-3 Of'nON 6-ti EI.METfO BJCYOJSJ SYMBI:\. I ANGLE 1'I,\ TCH l'l'V?.) S" lr'l'Hllf l!ll(E LANE UN!: OETN"-:li ~VfF!a!I la CUTTER FACE OF CURB 1----------....,ERPLAJ,.._ ________ -t Ir' W►UtE BIKE l.,>.N!; OET AIL 39A. ffVP.) GREEN P!JNT NOTES: (D STRIPE SHARED LANE MARKING AS SHOWN. SEE DETAIL 1. @ PAVEMENT MARKING WORDS AS SHOWN PER CALTRANS STANDARD PLAN A24E . 0) f--3' -4" --j 0 1. CONSISTENT WITH CA MUTCD FIGURE 9C-9. SHARED LANE MARKING DO NOT BLOCK INTERSECTION R10-7 NOTES: MAY USE FULL LANE R4-11 1. BOTTOM OF SIGN SHALL BE 7' ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISE. NOT TO SCALE 0 "AS BUILT" RCE ___ EXP. ---DATE REVIEWED BY• INSPECTOR DATE t---+--t--------------t----i-----t'""--;-~ ~1 CITY OF CARLSBAD I SH:TS I ~ ENGINEERING DEPARTMENT ;;;IM;:;;P;;:;:RO;:;;V:;E;:_;ME~N;:T ;;;:PLA::;:;N:;;;S::;FO;;R;:: ==========:::::; IMP2024-0003 SIGNING AND STRIPING PLAN APPROVED: JASON S. GELDERT DUDEK DA1E N11AL ENGINEER OF WORK REVISION DESCRIPTION ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATE DA1E INl'IIM. DA1E INl'IIM. I RVWD BY: 1-01HER--AI.._P~-IO-¥AL--f-a1Y-N'PRCN.~-AL-1 CHKD BY: -11 PROJECT NO. II DRAWING NO. Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025 AVIARA OAKS ELEMENTARY SCHOOL MODERNIZATION PD2023-0013 543-4605 Third Street Encinitas, CA 92024 760.942.5147 Fax 760.632.0164 No. 59563 GRAPHIC SCALE SHARED LANE MARKING DETAIL 1 SIGN LEGEND CONSTRUCTION NOTES: DECLARATION OF RESPONSIBLE CHARGE CONTINENTAL CROSSWALK MARKING DETAILS 2 MJ MJ NOTES: --A '.J ' 0 • """ I ;\ m 0 )~ 'a r -~ y ~ I--3' -4" ---1 0 1. CONSISTENT WITH CA MUTCD FIGURE 9C-9. SHARED LANE MARKING ,_ - f::J r ~ 17+25.51 ' • 11+00 • ' INSTALL YELLOW CONTINENTAL-STYLE CROSSWALK PER DETAIL 2, THIS SHEET (THERMOPLASTIC) ADD RED CURB SllRIPING ALONG EXTENT 20' . AMBROSIA LANE , 20' l . 16+00 STA 15+26.22 END OF SllRIPING llRANSITION 2' 3' L 1 r 1 r ~ 111111 ~ r - -------------r 6~ \_ LIMl~LINEAT 0 r?_ CONTROLLED w 1-CROSSINGS O'.'. LL DO TYPICAL CONTINENTAL CROSSWALK MARKINGS NOTES: 1. CONTINENTAL CROSSWALK MARKINGS SHALL BE ALIGNED PARALLEL TO THE DIRECTION OF VEHICULAR TIRA VEL. 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 THE 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 SATISFY 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 REllROREFLECTIVITY COMPLIANT AND SKID RESISTANT PER THE CALIFORNIA MANUAL ON UNIFORM llRAFFIC CONllROL DEVICES. 0 INSTALL RED CURB ALONG NEW CURB AND EXTEND TO NEW DRIVEWAY MATCHLINE -SEE SHEET 37 /INSTALL R10-7 SIGN R/W (GRADING PLAN SET) .. a!!!!!!!!!~-J' ---......._ \" l , ' , p , , • ~, TYPE IV(R) / R✓INSTALL R3-7 SIGN ,r I . , ---X: ~ ---~ ~I (z) TYPE I I '/ I , 15+26.22\ _ . ~ ~ 1~.5' ✓-<:~ ' -:---0 TYPE IV (R) :., ; !. ~~ l--'11'=1.~, .. -,--DE_T_A_IL-3-8A-~<:.,,11~-------"....____~~-----,--1 ~+56. 76 15+00 ;::::,o,::::: r--. r--. """"ICIII \ 3 I • ·\ ~/ ~ 17.5' ::,go ll TYPE I (10') . TYPE I (101 STA 13+56.76 • 13+00 END OF SllRIPING llRANSITION DETAIL 21 NO - STOPPING ANY TIME R26(S) (CA) SCHOOL ~-SPEED DO NOT RIGHT LANE LIMIT <'R~J BLOCK --MUST MAY USE INTERSECTION FULL LANE TURN RIGHT 25 R10-7 R4-11 R3-7 NOTES: 1. BOTTOM OF SIGN SHALL BE 7' ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISE. INSTALL R4-11 SIGN- R/W 12+39.88 . • \ 12+00 . (11 STA 12+39.88 BEGINNING OF STRIPING TRANSITION WHEN CHILDREN ARE PRESENT SR4-1 (CA) SCHOOL SPEED LIMIT ASSEMBLY C (CA) PROTECT IN PLACE- SR4-1 (CA) SIGN ", <~ . . ~> n+oo - ' - INSTALL R10-7 SIGN ON EXISTING POST (REMOVE EXISTING SllRIPING AND RESllRIPE TO MEET WITH EXISTING CENTERLINE) 9 20· 40• SCALE: 1 • = 20' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 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 AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: DUDEK ADDRESS· 605 3RD SllREET CITY, ST.: ENCINITAS, CA 92024 TELEPHONE: (760) 942-5147 BY: --~~~--[Y\.,_-~ ... tv"4~~------DA TE: -~3~-~2~7_-~2~0=25~_ ARMANDOMAGANA R.C.E. NO.: ~59~5~6~3 ___ REGISTRA110N EXPIRATION DATE: 12-31-2025 SllRIPE 12• SOLID WHITE THERMO. STOP BARS PER CAL llRANS STD. PLAN A42G (D STRIPE SHARED LANE MARKING AS SHOWN. SEE DETAIL 1. ® PAVEMENT MARKING ARROWS AS SHOWN PER CALTRANS STANDARD PLAN A24A @ PAVEMENT MARKING WORDS AS SHOWN PER CALTRANS STANDARD PLAN A24D/E G) PROTECT IN PLACE EXISTING STRIPING @ PROTECT IN PLACE EXISTING R26(S) (CA) SIGNAGE ALONG WESTERN SIDE OF AMBROSIA LANE "AS BUILT" RCE EXP,---DATE REVIEWED BY• INSPECTOR DATE -----i---------------------------11 SH12EET I CITY OF CARLSBAD ISH:TS I ENGINEERING DEPARTMENT 1----+----+--------------+----+----,1-------1 ;;;IM:;;;P:;;:;RO;;V;;EM~E;:;;NT;::;;P;::;LA~NS~F~O~R:=::::::::::::::::::::::::::;:::::::::::::::::::;=:::::!..!==::::: IMP2024-0003 SIGNING AND STRIPING PLAN 1----+----+-------------------------1 APPROVED: JASON S. GELDERT DUDEK DA1E N11AL ENGINEER OF WORK REVISION DESCRIPTION DA1E INl'IIM. 01HER APPROVAL ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/26 DATE DA1E INl'IIM. I RVWD BY: aTY N'PRCNAL CHKD BY: -11 PROJECT NO. II DRAWING NO. I Docusign Envelope ID: 90549815-EE6E-4DAD-B042-83027241F7BC 5/21/2025