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HomeMy WebLinkAboutDWG 543-1; CDP 2020-0024; TOYOTA CARLSBAD; 01-03H&A TC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 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 CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS YII OR BETTER AS ESTABUSHED BY "BESTS" KEY RATING GlJIPE 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE 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-BUILT 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 STATE OF CALIFORNIA, PRINCIPALLY 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 PRFCONSIBIJCTION MEETING SHA! I BF Hfl P PRIOR ID 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 PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438 3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR ID 2· 00 P M ON IHE 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. 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, STATE AND FEDERAL SAFETY AND HEALTH 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 EXCAVATION 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 EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABI ISHED BY THE CONSJRI ICTION SAFETY ORDERS Ilil E 6 CALIFORNIA ADMINISJRATIVE CODE, Il:IE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. NO BLASTING 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 WH I CEASE IMMEDIATE! Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 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 ASSOCIATED 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 ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT 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. Il:IE CONTRACffiR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT 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 ) 'MTHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 'MTH THE PROPOSED WORK. 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION 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 & RECLAIMED WATER) (76 )438-2722 *SAN DIEGUITO WATER DISTRICT 1760l633-2650 *LEUCADIA WASTEWATER DISTRICT 760 753-0155 *VALLECITOS WATER DISTRICT 760 744-0460 *OLIVENHAIN WATER DISTRICT 760 753-6466 * BUENA SANITATION DISTRICT (760)726-1340 x1330 • 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 SATISFACTION OF THE CITY ENGINEER. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 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 LUMINAIRES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE 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 Ml 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 WATT) 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 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST 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 DESIGNEE. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT 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 C.M.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 PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891, INSPECTION REQUESTS MUST BE RECEIVED PRIOR m 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 CATHODIC 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 MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE 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 OTHER'MSE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST 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 'MTH 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 STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH 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 CUTTING 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-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE 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 INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFIWNG. 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) INSULATION SPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION 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 'MLL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&I, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. SIGNING AND STRIPING NOTES 1. 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 (FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEw'' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {FHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {FHWA'S MUTCD 2003 REVISIONl, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 1B"X24" AND THE OMl-3 OBJECT MARKER SHALL BE 12"X12'' SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON NOVEMBER 9, 2020 BY CONSTRUCTION. TESTING & ENGINEERING. INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 211-060--16 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 354 E ____ ~IR7~1 ____ _ BENCH MARK DESCRIP110N: CITY OF CARLSBAD CON1ROL MONUMENT NO. 130 LOCA 110N: 2.5" DISC IN PUBLIC WALK OFFSET 5' X 5' FROM RIGHT ANGLE CORNER IN WALL PQPOUL WEST SIDE Of ARMADA DR. 200' SOUTH OF WHERE WALK DIVERGES FROM ROAD AND 0.2 Ml. NORTHWEST OF THE SOUTHERLY INTERSEC110N OF FLEET S1REET. ELEVA 110N: 160 85' DA TUM: ~N=G~VD=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 SEC110N 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 SPEC/RCA110NS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF' WORK, OF' MY RESPONSIB/Ll11ES F'OR PROJECT DESIGN. RRM: IINIVERSAI fNGINEFRING SERVICES ADDRESS: 1441 MONT/fl RD Sll11E 115 • • CITY. ST.: ESCONDIDO CA 92026 TELEPHONE: 760-746-4955 / BY: ___ __:-::::::::____,~::::._--,--____ DA TE: __ 1_/2_4_/2_4 ___ _ DANIEL T. MA TH R.C.E. N0.:--'6"-'-'-'10,..11<.__ _________ _ REGIS1RA 110N EXP/RA 110N DA TE: !2/,31124 STRUCTURAL {POST CONSTRUCTION) BMP TABLE INDEX OF SHEETS 11 TIE SHEET ..................................................... SHEET 1 IMPROVEMENT PLAN ......................................... SHEET 2 CORNER SIGHT DISTANCE PLAN ........................ SHEET 3 LEGAL DESCRIPTION PARCEL 1 OF PARCEL MAP 5426 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 30, 1976 AS FILE NO. 76-440995 OF OFFICIAL RECORDS. PROJECT ADDRESS 5424 PASEO DEL NORTE CARLSBAD, CA 92008 APN: 211-060-16 DEVELOPER NAME: STELLAR PROPER11ES, LLC ADDRESS: 6030 A VEN/DA ENCINAS STE 220, CARLSBAD, CA 92011 PHONE NO.: (760) 496-2931 OWNER NAME: STELLAR PROPER11ES, LLC ADDRESS: 6030 A VEN/DA ENCINAS STE 220, CARLSBAD, CA 92011 PHONE NO.: (760) 496-2931 REFERENCE DRAWINGS DWG. NO. 166-9 CITY OF OCEANSIDE HIGHWAY, 78 - I ir WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF' PLANS 4. RESOLU110N NO. 7420 DA TED JULY 7, 2021 5. THE STANDARD SPEC/RCA 110NS FOR PUBLIC WORKS CONS1RUC110N (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA 110NS BY CONS1RUC110N TES11NG & ENGINEERING INC. DATED AUGUST 2. 2019 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY THE CITY OF' CARLSBAD STANDARDS. B. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND/110NS DA TED JULY 7, 2021 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED JULY 7, 2021 10. 11ER /II STORM WATER POLLU 110N PRE VEN 110N PLAN 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY UES DA TED 9 l01 /23 12. CALIFORNIA STORM WATER QUALITY ASSOC/A 110N BMP CONS1RUC110N HANDBOOK AND CAL 1RANS CONS1RUC110N SITE BMP MANUAL. DESCRIPTION PROPERTY BOUNDARY LINE ADJOINER BOUNDARY LINE STREET CENTERLINE EASEMENT LINE EXISTING CONTOUR SPOT ELEVATION PROPOSED CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) EXISTING BROW DITCH P.C.C DRIVEWAY*••• CURB & GUTTER LEGEND DWG.NO. SYMBOL ------ ------- ----100---- x FS=l 00.00 ---100--- ---100---=·= SDRSD G-14A, GS-12* ,fZ"b, SDRSD G-2••• QUANTITY ~-.'-(1\:~ 0 c~'No \,~ i-<··~;:-() t~· ~-CITY OF VISTA • i7"' If;' K'" RO;\n - 4" PCC SIDEWALK•••• G-7••· I:.,,',,:•.,,,: .-.,:,,i 795 SF 162 LF 400 SF PROJECT LOCATION • PAL.OMAR ~ ~~ ~ \>lSIBILITY TRIANGLE 0----~~\ ~\ \ ~o~ TRENCH AND RESURFACE 4 EA 1,050 SF PACIFIC ') T OCEAN 'J, io..._ NOT TO !5' SCALE \ lp V ~ ""--.....-\.LICITY OF t~ Y ,o~Y. ., GA RO1'0 , SAN MARCOS 3" AC GRIND AND OVERLAY ' \.. ~ 4" AC PVMT OVER 6" CLASS 2 BASE GS-25*, 26* [ \ \ \ \ \ \ \ I vzzzzz1 11 I I I I I I I I VICINITY MAP STORM DRAIN CLEANOUT RCP STORM DRAIN SEWER CONNECTION & SERVICE WATER SERVICE FIRE SER\>lCE SDRSD D-09 PER DWG. NO. 543-1 A S-7* CMWD W-3, W-4 PER PLAN BACKFLOW PREVENTER CMWD W-6 DOUBLE CHECK VALVE DETECTOR ASSEMBLY CMWD W-9 THRUST BLOCK CMWD W-19, W-19A GATE VALVE FIRE HYDRANT CMWD W-21 CMWD W-17 ===lQI::::= --S-- --W--o --F-- ----ffifil---- ~ ◄ ® l><XI 9,200 SF 330 SF 1 EA 1 EA 2 EA 1 EA 2 EA 1 EA 1 EA 3 EA 1 EA ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUINIC/PAL WATER DIS1R/CT STANDARD DRAWING ••• SDRSD AS MOD/RED BY CITY OF CARLSBAD ••• SEE SIDEWALK AND DRIVEWAY CONCRETE NOTE SHEET 2 TOTAL LOT AREA --~2=.9=9~A~·=C·~----- TOTAL DISTURBED AREA -2.872 A.C. "AS BUil T" UNIVERSAL® (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONS1RUC110N WORKER FOOT 1RAmc, SOIL/GRAVEL PILES, U11LITY 1RENCHES, BACKRLL CUTS AND SLOPE KEYWA YS) TOTAL EXIS11NG IMPERVIOUS AREA = 123,535 S.F'. TOTAL REPLACED IMPERVIOUS AREA = 100,294 S.F'. TOTAL PROPOSED IMPERVIOUS AREA -100,294 S.F'. RCE __ _ EXP. ___ _ DATE REVIEWED BY: ENGINEERING SCIENCES INSPECTOR DATE STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM l----+-------------+---+---+--+------1 I SH1EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTMENT 1RASH CAPTURE? ~ STANDARD STORM WATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS ~ YES NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE AGREEMENT BIORL 1RA 110N TC-32 PRIVATE YES BASINS 1RASH CAPTURE MP-52 PRIVATE YES STORMTANK MP 50 PRIVATE YES HYDROMOD/RCA 110N? El YES NO SHEET NO. IWNTENANCE FREQUENCY DWG 543-1A SEMI-ANNUALLY DWG 543-1A SEMI-ANNUALLY N, DWG 543-1A SEMI ANNUALLY ENGINEER OF WORK REVISION DESCRIPTION ;:;T;::;M;;:;PR;;:;O;::;VE;;;;ME;;;;;NT;;:::;;P;;LANS::;:;::;:;;:::;;F;;;;O:;;;R=, =======..:==::::::; TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 '2023 -n?A.n TITLE SHEET APPROVED: JASON S. GELDERT r..,., e,..,.,,a ,.., ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DATE INITIAL DATE INITIAL IRVWD BY: ---1 ,_O_lH_ER_A~P-PR-0-VA-L-+--C-ITY-A-PP_R_O_VA_L..., CHKD BY: . PROJECT NO. CDP2020-0024 DRAWING NO. 543-1 H&ATC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 90 w >4' 0 :,: 80 70 z w ...I,.._ 0 -< ...I <, 0 -0 gj"' 0 -:,: -QC z ~~ 18" ~x. SURFACE @ C/L S' !lo! n r": ~ ;:::: RCP Su- I N w co ;:: 0 ""~ ~" \CII T u, -u, I +-j:!!--+-~--o 0 ~-,:::,;; 0 -CARLSBAD- 0 X-0 -"' ::: wU C? ~WI' e-~~Q;--155-9--Lu-0:::: g ~ < C,J~g I ~ ~ "' ~ I"") ""'· -,.._ "" -~-•--w-+ -a.-"' I + <D ! v, Cl) WC.. ..--- N --"' = -1 I -:< ~ '-' II '-ci\ I (/) "--"' ~ -· ~ ~ , ' ... --~---I =ii -I w I --- - -_, -----, ---- - ,_ ----r- 60 _j_ ------.,-----,_ ""' ---· -SD -~ ~D.6!!_X)_ __::._u ____.L --i -- IE:::i59.31 PER CITY OF 10" VC SEWE~ CARLS~AD Di G, ·~ 50.0' 50 ~ ---I - tlE-48.90' FIE~D-SlJRVE 40 80 "' -. N + 0 - 70 EASTERL Yi--.. -'!1 _TO~ ~F~ t;; ~ tX:-t:OKB '\ f4X1Y -60 50 12+75 12+00 1 O" VC SEWER p, ,,-, COC DWG. NO. 166-9 18" RCP SD PER coc~ DWG. NO. 166-9 -------- ----- --------- -- ------"·----- b-•· I· 4 ---•- • . __ .·-~-~ .: .• :·_~----:'"__:_'"~~-_·. 4' -(:,-L 11=-_,-r~ ~ \%1 Nu:-rns19 "-~ (D.2D%) ;,,-,, o I a :__::n--f- (IE~ dJl;7it, ·- ,.._ -,.._ ,o _LO "' . ..,, ~ r.O ,,,.;; 0, "'-"' i;; ll'F T +-: +"1 + ·o <D -"' -«>--"' /.,_5J = ~--"' -'li' -u, -"' •• II<( 0 •• II <( II II t;; ~ u,i=' "' 'i= I I-' f-U, f- ;;;z-./ STA: 11+00.5 ~EL"'-66.04 STA:11l'23:57 - 11+00 9 -- -1 · _ =-..:sn~ -""""-----,.... -- s "\.. ' TOP OF 12" AC - n1<ltH -8 0 PER-Ci'iT'-OF d -~ ~ GARl:-58-AD ~ -- "' + 00 6 ,.,:_o ¥G.-N0.-166=9 ,-..: G "' -"' -~ II ~ -~ t:: --- -----L -i--w_- ---fo.69%) I SD ' -=· --~ "' ,.._ 'i"! <D ' "' "' -r. + 0 a ,-.: 0 <D = ~-·(O < ll ~ ,ll "' f-1T ---,, , 4 X 1, 0 10+00 ' ......IR---4G>'U}--0~:,,.-- Q 20 20 40 1 O' LANDSCAPE, •• .,1 .. , __ >· :r; - - ✓ / 0 0 ~ g -~ + ,.._ 0, <D .. II >-"--"' ~ ------L--w -, --L-- I I I SD _l_ (0.69 --- -,--~ -----~ .0 -,-.. n N o ...= ,-,.._ -+ r,,.;+ I~ (0~ \:'!: -11-<C Uf- FL=.67.24 ST!(: 9.P08. 2 t w '21 1-?,,1 2 0 ~ -~ 90 :,: z Cl < -~ 0 --::,; 0, 0, 0, ,-.- -N!:!,! 0 ,.._ ,.._ ,.._ N g--~~ -~ in-"' ;:::: 1:5 0?5 ,.._ "' cl, ~co J; 00 00 00 Cl CO -1 . ~II -~-,:::,;; < --..c ~ ~-X :::HiJ X-f---ti .;rr -~-0::::--17) -t,") (/')-u;J et:: la:: 80 ~ I ,--- I I ' 70 .,cl- J.0 C ,---I --w--4 _ _I --------~.2-~ - ' -vD • ---f-I ~ "' "' -1 u ' I (IE-:-61.09) 60 FIELD SURVEYED -~ -,--= ' A ---- 50 (IE=-48~26; FIRD-SURVE"-- ,.._ . r;- 00 {5)_ < I t:: I FL 67.35 ST :8+82.70 9+00 -- 21 --. u_ -- 40 80 N "' __ ,.,: .;; ,-.: ~Fflt-I ->X. "' 4 .• "' CURB INLET --II--< -II ~ u t;; ~ / / ' ~ s IA:-8+6'7c-2'7 ELr-61.0>< ' 10' CURB STA: 8+ 771.27 FL=67.41 :::::,._ __ _ --..::::::.· - .......... ., a· TO 10· jl"RANSITION PROFILE HORIZONTAL: VERTICAL: s 1, 70 60 SCALES ,. = 20' 1· = 10' 50 8+00 s- ----- 8+00 -~ --------- . -... ... -·-· -·.-.,;: ____:_ ~-~:-,._.. ·. ~R -_ .. ~ ... -~ /1 '' 80 75 10· 70 65 60 55 1+00 80 CONSTRUCTION NOTES: CD ® @ © REMOVE EXISTING DRIVEWAY EX. CURB, GUTTER & SIDEWALK TO REMAIN, REPLACE INKIND TO NEAREST JOINT IF DAMAGED ANY DISTURBED LANDSCAPE AND IRRIGATION TO BE REPLACED IN KIND CONSTRUCT CURB & GUTTER PER SDRSD G-2 AND SIDEWALK I I -10' LANDSC,!,PE, UTILITY, AN_D PER SDRSD G-7. REPLACE TO NEAREST JOINT SEE SIDEWALK & DRIVEWAY CONCRETE NOTE I SIDEWALK EASEMENT PER DOC NO. 320456 AND MAP NO. '492 u 0, <, . "' Nu, --zo -<( z ~ :::,;; . "' "" ~ ~ii': 0"' ff ~ . (.) fi + xoe, -WU ,,,, 'V' 3.01 "_j_ " ' 2.2' "'® EX. 18" STM IE=61~iif PROFILE: FIRE LATERAL HOR.: 1 "=20' VERT: 1 "=4' 0, ,.._ ;:::: + 00 75 70 65 60 55 1+60 CONSTRUCT DRIVEWAY PER SDRSD G-14A, WIDTH PER PLAN AND CITY OF CARLSBAD GS-12 SEE SIDEWALK & DRIVEWAY CONCRETE NOTE @ CONSTRUCT 3" AC GRIND AND OVERLAY (D CONSTRUCT TRENCH RESURFACING PER C.OC. GS-25 @ EX. DIRECTIONAL SIGN TO BE RELOCATED OUTSIDE OF R.O. W. ® EX. LIGHT POLE SHALL BE REMOVED DURING CONSTRUCTION AND REINSTALLED TO EXISTING CONDITION @) EX. LIGHT POLE TO BE RELOCATED @ TRENCH RESURFACE PER C.O.C GS-26 @ TREES TO BE REMOVED "" EX. TREES SHALL BE REMOVED DURING CONSTRUCTION AND \!.:!I REPLANTED PER LANDSCAPE PLANS (DWG. 543-1 L) @ 4" AC PVMT OVER 6" CLASS 2 BASE UTILITY NOTES: @A REMOVE EXISTING SEWER LATERAL @13 REMOVE EXISTING WATER SERVICE @)c REMOVE EXISTING WATER METER '°" INSTALL 2• WATER SERVICE PER CMWll W-4 ltJ.I WITH BACKFLOW PREVENTER PER CMWD W-6 @ INSTALL 6" FIRE SERVICE PER CMWD W-9 12 X 12 X 6 PVC TEE WITH 3 VALVE CLUSTER ON EX. 12" ACP THRUST BLOCK PER CMWD W-19 & W-19A GATE VALVE PER CMWD W-21 r,;.., INSTALL 1" IRRIGATION SERVICE PER CMWD W-3 'el WITH 3/4" BACKFLOW PREVENTER PER CMWD W-6 @ CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD D-09 @ CONSTRUCT 6" SEWER LATERAL & CLEAN OUT PER CITY STD. S-7 @) CONSTRUCT 6" SEWER MAIN CLEANOUT PER CITY STD. S-6 '°7' CONSTRUCT ABOVE GROUND DOUBLE CHECK VALVE ~ DETECTOR ASSEMBLY PER CMWD W-9 @ CONSTRUCT CONCRETE THRUST BLOCK PER CMWll STD. W-19, W-19A @) CONSTRUCT GATE VALVE PER CMWD STD. W-21 PASEO DEL NORTE &PVC TRANSITION µACK TO ACP PER SPEC 15000 PV --12" ACP WATER ,~~---~12" AC WATER PER COC f'.=l DWG. NO. 166-9 (/) .. I~ .. I 5.6' .. I .. BLOW UP WATER CONNECTIONS ,· = 5' 18" RCP SD PER COC DWG. NO. 166-9 lHRUST BLOCK CALCULATIONS: THRUST BLOCK SHALL BE INSTALLED PER CMWD DWG. W-15, 19, 19A AND DESIGN INFORMATION WITHIN THE STANDARD SETS PRECEDENT . SIZES BELOW SHALL BE A MINIMUM AND CONFIRMED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ASSUMPTIONS • SOIL BEARING: 2,500 PSF • MAXIMUM WATER PRESSURE: 200 PSI• •CONTRACTOR SHALL DETERMINE PRESSURE IN EXISTING WATER MAIN PRIOR TO CONSTRUCTION. IF 200 PSF IS EXCEEDED OR SIGNIFICANTLY VARIES, PLEASE CONTACT THE ENGINEER OF WORK FOR UPDATED THRUST BLOCK SIZING. DESIGN VALUES • REQUIRED AREA: 5.00 SQ. FT. SIDEWALK / DRIVEWAY CONCRETE NOTE: • WIDTH: 4.93' • DEPTH: 2.46' 1. CONCRETE COLOR AND PATTERN SHALL MATCH EXISTING • VOLUME: 12.14 CU. FT. NOTE: 1. SEE GRADING PLAN PERMIT NO. 543-1 A FOR SITE GRADING. UTILITY, AND SIDEWALK ' I j./ EASEMENT o PER DOC NO. 320456 J. ,~• !:· lt::::::::::::jc-. ~~='=:~~-C:::. ~~~;.;Jt. -::::2::2:~~S~::::=:i~:;'=:~E='~::s!~~~ AND MAP NO. 7492 \ '' 2. PRIOR TO INSTALLATION, A 3' X 3' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. 3. CONCRETE SHALL BE A MINIMUM OF 560-C-3250. 2. SEE SHEET 3 FOR VISIBILITY TRIANGLES AND SIGHT DISTANCE 3. CONTRACTOR TO FIELD LOCATE AND VERIFY EXISTING UTILITY CROSSINGS AND CONNECTIONS. NO. III [I] CTI NO. 0 0 0 GRAPHIC SCALE SCALE: 1" = 20' CURB DATA TABLE LENGTH BEARING-DELTA RADIUS 28.21' N00'00'31 "W - 38.88' N00'29'33"E - 14.46' N00'24'04"E - \ .. I REMARKS 6" C&G PER G-2 6" C&G PER G-2 6" C&G PER G-2 PUBLIC WATER TABLE STATION SIZE METER MATERIAL CMWD STD. DWG. 8+76.79 2· 2· COPPER W-4, W-6 8+74.29 1· 3/4" COPPER W-3, W-6 8+71.79 6" -PVC (C900) W-9 DESCRIPTIONS DOMESTIC (POT ABLE) TYPE K IRRIGATION SCHD TYPE K FIRE (POTABLE) UNIVERSAL® ENGINEERING SCIENCES EXISTING _ __,___ 2' NEW ROADWAY PAVEMENT 2' MIN. EX. BASE uJ z :::J 4"AC PAVEMENT 1.5" LIFTS PR. BASE PR. CURB & GUTTER i--i-6" MIN. 6" CLASS II AGGREGATE BASE PLANE AND OVERLAY NOTE: PRIOR TO PLACING A.C. PAVEMENT, PLANE EXISTING NONCONFORMING AREAS ALONG THE EXISTING EDGE OF PAVEMENT TO THE SAWCUT, TO PROVIDE FOR A SMOOTH TRANSITION. PAVEMENT CONFORM DETAIL N.T.S. EAST WEST R/W 't R/W 1 O' LANDSCAPE, UTILITY, 1----------8~' ---------1-~---f-AND SIDEWALK EASEMENT I 34' ---14' 1----34' ------MEDIAN EX. ASPHALT PAVEMENT 2.0% -------------- SIDEWALK AT CURB EX. ASPHALT PAVEMENT 5.5' 2.0% 2.0' - SIDEWALK AT CURB PASEO DEL NORTE NTS PER DOC NO. 320456 AND MAP NO. 7 492 CAUTION!! EXSIING LNJERGRO.,l'JD UTILITIES AND FAClLillES 9-IOWN Cl'I TH~ PLANS HA\£ BEEN OOTAI~ FROvt AVAILABLE REcrnDS w-lQ-1 IN MOST CASES ARE 50-IEMAllC PLANS. Tl-ESE PLANS MAY t-XJT REFLECT ALL EXSIING UllLITIES. EXACT LOCA TICl'I N-1> DEPTH <:F EXSIING UTILITIES ARE UNKNOY.N. SJOCO-JTRACTrn 10 OO'flRM THE LOCATIONS <:F ALL EXSIING UTILITIES PRlffi TO START <:F I'm<, AND t-XJTIFY EN~NEER <:F I'm< <:F ANY [)SCREPANOES. "AS BUil T" RCE ___ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE I------+-------------------I SH2EET I CITY OF CARLSBAD I SHE3ETS I ENGINEERING DEPARTMENT ;:;TM;:;;P;;R;;O;:;;VE~ME;;;:NT;:;;;::;;P:;::LANS:;::;::;;;;::::;;F:;::O;;::R:=======:...::::==:::: ENGINEER OF WORK REVISION DESCRIPTION APPROVED: r .... t,..,..a ~,. ENGINEERING TOYOTA CARLSBAD 5424 PASEO DEL NORTE CARLSBAD, CA 92008 IMPROVEMENT PLAN JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DATE DATE INITIAL DATE INITIAL IRVWD BY: --- .... O_lH_ER_A~P~PR_O_V_AL--c,-TY-AP~P-R-OV_A_L__, CHKD BY: PROJECT NO. CDP2020-0024 DRAWING NO. 543-1 H&A TC DocuSign Envelope ID: ABD1E2AE-6E2B-466B-B824-C3096EBED726 3/18/2024 -------------------- ----------------------------------- -__ -----c_;;; ~5 -- I _,.J__::--_::-1 =--~--=-:::--cc- c.._~ j__ -J '----, ___ _ c: __ /--.) ----- CONSTRUCTION NOTES: CD VISIBILITY TRIANGLES UNIVERSAL® ENGINEERING SCIENCES £8" RCP SD PER COC DWG. NO. 166 9 ----- I / o• VC SEWER PER COC OWG. NO. 166-9 ---- • . .. • -, V PASEO DEL NORTE s s s -CORNE~GHT DISTANCE -------------- ...... n---1G;>~ i)•--CAUTION!! EXISTING UflllRffiOJND LJTILITIES AND FAaLITIES 9-Kl\\N ON TI-ES:: PLANS HA\£ BEEN OOTAINED FRO.I AVAILABLE REcrnDS \\HQ-I IN MCET CASES ARE SJ-IEMATIC Pl.ANS. TI-ES:: 20 0 20 GRAPHIC SCALE SCALE: 1" 20' 40 ' I PLANS MAY NCT REFlECT A1.L EXISTING LJTILITIES. EXACT LOCATION AND llEPlH CF EXISTING UTILITIES ARE UNKNOYtN. SUBCONlRAClffi lO CONFIRM lHE LOCATIONS CF AI.L EXISTING UTILITIES PRICR lO START CF v.mK, AND NCTIFY ENGINEER CF v.mK CF ANY llsrnEPANaES. s d --9 2¾ • ·~ ·,. / ',\, // --====v= ---- - - • -f--I- • • ..... "AS BUil T" RCE __ _ EXP,____ DATE REVIEWED BY: INSPECTOR DATE l-----+------------+--+-+--t-----1 I SH3EET I CITY OF CARLSBAD I SHE3ETS I :;;:;;;:;:~~;:;;;;;::E~N;::G;;IN~E;::E~Rl;;N~G=D=E=P=A=R=TM=E=N=T==:::::::..::::==::; IMPROVEMENT PLANS FOR: TOYOTA CARLSBAD --\. sTs_,Ok~ ) l------1----------------+--+----t---t-----1 5424 PASEO DEL NORTE ,~ ~ CARLSBAD, CA 92008 <-H'"'T' :: -·~ ~ ~ ~~'2~02~3-0~?4~n~Sl~G~H~T~D~l~ST~A~N;gC;E~E;XH~l~B~IT~:':":::'=~";:';:~~ i, c, No.61013 :i: 1!i APPROVED: JASON S. GELDERT llt EXP.12/31/24 !il r .... e,.,,.,.tt b.,. • • ENGINEERING MANAGER ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL IRVWD BY: ---1 ,_O_lH_ER_A.PP_R_O_VA-L-+-CI_TY_A.PP_R_O_VA_L__, CHKD BY: RCE 63912 EXPIRES 9/30/24 DATE PROJECT NO. CDP2020-0024 DRAWING NO. 543-1