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Home My WebLink AboutDWG 529-6; MS 2019-0003; BMW OF CARLSBAD; 01-03CANNON RD.CAR C O U N T R Y D R .AUTO CENTER CT.NOPARKING FWFWFWSSSS122100.4 3GV8888898989909090919 191 9 2 92939596 96 97991001001001011023105110109 87 8796 00999 980195 94 93 10 1 92 SSSSSSSSSSN78°28'43"W L = 418.33' N21°00'00"E L = 321.16'S60°44' 20"E L=25.95'R=90.00' R=25.00'L = 39.27'N33°28'43W R = 2 0 . 0 0 'L = 2 8 . 60 'N7 0 ° 0 2 ' 1 3 "EN52°44' 20"EL=50.00'N69°00'00"E L = 295.78'N41°11' 4 1 " E L = 1 0 0 . 0 0 ' N26°21'29"E L = 136.73'' R=264.00 ' N11°31'17"E L = 74.00'RWRWRWRWRWRWRWRWWWWWWWWWWWWWW WWWLIMI T S O F W O R KLIMITS OF WORKLIMITS OF WORKLIMITS OFWORKLIMITS OFWORKLIMITS OFWORK1TITLE SHEETREVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:DATE INITIALRVWD BY:9/30/2263912ENGINEERING MANAGER RCE EXPIRES DATEJASON S. GELDERTAPPROVED:SHEETSHEETSS:\Projects\2018\18089_SPARC+_Auto Nation_BMW_Carlsbad CA\Design\Street Improvement Plans\PW--01-TITLE SHEET-18089.dwgREVIEWED BY:DATEINSPECTORDATERCEEXP.IMPROVEMENT PLANS FOR:MS 2019-0013529-6ROW2021-0502CDP 2019-00133BMW OF CARLSBADRE1050 & 1060 AUTO CENTER CT.SHEETNO.DESCRIPTIONTITLE SHEET010203DEMOLITION PLANEXISTING CONTOURPROPOSED CONTOUREXISTING CONCRETEPROPOSED LANDSCAPINGCONCRETE CURB4" AC PVMT OVER 6" BASEEXISTING STORM DRAINEXISTING WATER LINEEXISTING SEWER LINEDRIVEWAYPEDESTRIAN RAMPSIDEWALKCURB AND GUTTERNEW STREET LIGHT8" DOUBLE CHECK VALVEDETECTOR ASSEMBLYEXISTING MANHOLEEXISTING UTILITY BOXEXISTING TREEEXISTING LIGHTEXISTING WALLEXISTING CURB AND GUTTERSAWCUTPROPERTY LINESTREET CENTERLINEWSS100100SDPER SEPARATE LANDSCAPE PLANSDRSD G-2SDRSD G-14A** AND COC GS-12SDRSD G-28**SDRSD G-7**SDRSD G-2**SDRSD E-1W-22*381 SF2 EA.2 EA.203 SF36 LF1 EA.1 EA.IMPROVEMENT PLANCITY OF CARLSBADEXISTINGFINISHED SURFACETOP OF CURBFLOWLINESANITARY SEWERSAN DIEGO STANDARD REGIONAL DRAWINGSUTILITYCOCEXFSTCFLSSSDRSDUTILGENERAL 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 ENG/NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRIT/NG THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPR/A TE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TD THE DEADLINE DATE 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 ORA WING 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 STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSTRl/CDQN MFFDNG SHAil BF HF/ D AT THF SIT£ PRIOR TO THF BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHFR A5PFC7S OF THF 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 CONSTRUCT/ON. 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 TO 2: 00 P.M. ON THF DAY BFmRF THF INSPFCDON IS NFWFD 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 SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA T/ON 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 ISHW BY THF CONsmucvoN SAFFTY ORDFR$ Tm F B CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, DPFRADONS WIii CFA$F IMMFDIAW Y: AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: DO 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.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION JS 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. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-7343 AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGUITO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 x/330 • AS APPROPRIATE 23. 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 Cf TY 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, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANIC$, 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-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON 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 M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME /-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD 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 AND SUPERINTENDENT. 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" (LATEST 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. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 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 EXCEPTION$ 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 VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE $£PARA TION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'$ DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE Pf PE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL -IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG 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-/NCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE 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 TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VAL VE$. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HA$ BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. BENCHMARK DA TUM: NGVD29 DESCRIPTION:__.......,'-'=""""-~~-----------LOCA TION: CLSB-056. A 2.5" DISK IN CONCRETE APRON, EAST SIDF OF CAR COl/NIBY DR/VF IN MIDDI F OF MOST NORTHFRL Y LOADING ZONF TURNOUT. O 2 MILES SOUTH OF CANNON. RECORDED: ROS 17271 ELEVATION:_~ll~I-J~74~•-------I SIGNING AND STRIPING NOTES 1. THE CONTRACTOR /$ 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), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION 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 SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDIT/ON, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF $TRI PING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS 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 LA TEST VERSION OFTHE CAL TRANS 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 ORA WING 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 REVISION/, 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 SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM/-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMl-3 OBJECT MARKER SHALL BE 12"X12" PROJECT SITE . ..~ l\:E'1/ .d -T ----REFERENCE MAP SCALE: 1 "=60' VICINITY MAP CITY OF OCEANSIDE PACIFIC OCEAN ! I '8 CITY OF VISTA ~ ~Q CITY OF SAN MARCOS AVE CITY OF ENCINITAS ABBREVIATIONS SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS FROM A FIELD SURVEY BY ATLAS GEOSPA TIAL, COMPLETED ON APRIL 11, 2018. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION CARLSBAD TRACT NO 87-3, MAP NO. 12242, COUNTY OF SAN DIEGO. APN: 211-080-11-00 INDEX OF SHEETS PROJECT ADDRESS 1050 & 1060 AUTO CENTER COURT CARLSBAD, CA 92008 REFERENCE DRAWINGS DWG 285-2 DWG 304-5 OWNER/DEVELOPER AUTONATION 200 SW 1ST AVENUE, 14TH FLOOR FORT LAUDERDALE, FL 33301 CONTACT: CLIFF POWELL CONSTRUCTION & DEV. MANAGER EMAIL: POWELLC/@AUTONA TION.COM WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PREFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRANT 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 IMPROVEMENT PLANS. 4. RESOLUTION NO. 7408, DA TED MARCH 17, 2021. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. FINAL SOILS REPORT AND RECOMMENDATIONS BY GMU, DATED DECEMBER 13TH, 2019, AND SUBSEQUENT RESPONSE TO REVIEW OF GEOTECHNICAL REPORT. 7. THE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED: 10. STORM WATER POLLUTION PREVENTION PLAN BY CDR DATED: 10/18/2021 WDID#: 9 37C393977 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY CDR DA TED: 10/18/2021 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION LEGEND DWG.NO./DETAIL SYMBOL [£] [:::.iiiiil QTS. ALL STANDARD DRAWINGS ARE SAND DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CARLSBAD MUIN/CIPAL WATER DISTRICT STANDARD DRAWING •• SDRSD AS MODIFIED BY CITY OF CARLSBAD "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: COMMERCIAL DEVELOPMENT RESOURCES ----~~~~~~~~~~~~~-ADDRESS: 4121 WESTERLY PLACE #112 CITY, STA TE: NEWPORT BEACH CA 92660 TELEPHONE: 949-610-8997 BY: ~~-44~~~::======-DA TE: AARON ALBERTSON -~~--R.C.E. NO.: 65513 REGISTRATION EXP/RAT/ON DA TE: --~9~/3~0~/=23~---C~Commercial Development Resources "AS BUil T" POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: n STANDARD STORMWA TER REQUIREMENTS C8:J PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMODIFICA TION? n YES (SEE SWQMP FOR DOCUMENTATION) C8J NO 1------+----+----------+-----+-----+----+----I DI CITY OF CARLSBAD I I~ TYPE DESCRIPTION OllNERSIIlP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY TC-40 MODULAR WETLAND PRIVATE BMP MAINTENANCE w U S DETENTION AGREEMENT TC-32 BIOFILTRATION PRIVATE BMP MAINTENANCE w U S DETENTION AGREEMENT SD-20 PRIVATE BMP MAINTENANCE PERVIOUS PAYERS AGREEMENT OTHER APPROVAL DocuSign Envelope ID: 713920B1-257C-4E02-859E-9286EBE9590011/16/2021 11599 .41CB11699 . 42CB 118100.2 7SDMH SDMH27488.89SDMHx8889 899090 909192 92939394 959596 9 696 979798999 999100 100100100100100101101 101101101 101102102 102 102 102102 102103103103103103 10310 3 103 103 103 104 104 1 0 4 104 1041051 0 5 1051051 0 6 106106106 10610710710710 7 107 108 10 8 110 110112EXISTING BUILDINGCANNON ROAD109109110EXISTING BUILDINGCAR C O U N T R Y D R I V E10810811196100100999998101101102959493 101SSSSSS SSSSSSSSSSSSSEWERSSSSSSSSSSSSAUTO CENTER CTEXISTING BUILDINGEXISTING BUILDINGN78°28'43"W L = 418.33'N21°00'00"E L = 321.16'S60°44' 20"E L=25.95'R=90.00' R=25.00'L = 39.27'N33°28'43W R =2 0 . 0 0 'L = 2 8 . 6 0 'N70 ° 0 2 ' 1 3 "EN52°44' 20"EL=50.00'N69°00'00"E L = 295.78'S35°08'0 3 " E L = 7 1 . 0 8 ' R = 3 3 6 . 0 0 ' N41° 1 1 ' 4 1 " E L = 1 0 0 . 0 0 ' N26°21'29"E L = 136.73'' R = 2 6 4 . 0 0 ' N11°31'17"E L = 74.00'RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWWWWWWWWWWWWWWWWWWSSLOT LINE WWWWWWWWWWWWWWWWWWWWWWWW W W W W WWWWWWWWW233 45525.9'10.1'44.7' 40.8'10.2'48.0'3EX. 8" SEWERMAINEX. 10"ACP WATERLINEEX. 6"SEWERLATERAL646736.1'11111338899999999810CL CLCLCL 33933DEMOLITION PLAN2DEMOLITION NOTESPROTECT EXISTING ASPHALT CONCRETERELOCATE EXISTING LIGHT, SEE SHEET 3 FOR LOCATION.SAWCUT AND REMOVE EXISTING HARDSCAPE TO NEAREST JOINTREMOVE EXISTING ADA RAMPREMOVE EXISTING DRIVEWAY APPROACH, CURB, GUTTER, AND SIDEWALKTO NEAREST JOINTPROTECT EXISTING FIRE HYDRANTPROTECT EXISTING WATER METERREMOVE EXISTING LANDSCAPEPROTECT EXISTING CONCRETE SIDEWALKPROTECT EXISTING SIGNAL LIGHT POLE AND ADJACENT PULL BOX1234567REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:DATE INITIALRVWD BY:9/30/2263912ENGINEERING MANAGER RCE EXPIRES DATEJASON S. GELDERTAPPROVED:SHEETSHEETSS:\Projects\2018\18089_SPARC+_Auto Nation_BMW_Carlsbad CA\Design\Street Improvement Plans\PW--02-DEMOLITION PLAN-18089.dwgREVIEWED BY:DATEINSPECTORDATERCEEXP.IMPROVEMENT PLANS FOR:MS 2019-0013529-6ROW2021-0502CDP 2019-00133BMW OF CARLSBADRE1050 & 1060 AUTO CENTER CT.NO. 65513EXP. 9/30/23CIVILREGISTE R EDPROFESSIONALENGINEERSTATEOFCALIFORNIA 8910/ I I ( ) ( \ I ) I I / I i 1---\---1 1----+--I . • . I : . : I f----'--@I I • i ' j I I ,. , .. I (.~ I •~ I I·: -...... ~ , \1 _, • f .._______ ' .._______ .._______ [) 81 \ ' \ I \ I I \ I I I _....1---JIJ / -I 11--.lJ I I I I I ' • § • ' 1/; • j I I J I i I I I I I I I I I I I I I I • I I \ I I I I I I I\ I I I I I r OTHER APPROVAL □ □ □ □ □ □ □ □ □ □ ~ ~ ,J.. ALl:Jt-,f -9,,_ " U' 0 < -z ,L::) , ,.,,___ /~ 1-, ~-~ // 20 0 20 40 ~------I I I GRAPHIC SCALE SCALE: 1" zo• "AS BUil T" DI CITYOFCARLSBAD II~ I I ECIE _I DocuSign Envelope ID: 713920B1-257C-4E02-859E-9286EBE9590011/16/2021 SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W 10.2' 10.2'39.67%AUTO CENTER CTSTA 5+11.11CAR COUNTRY DRIVE=STA: 4+36AUTO CENTER CT.1112.05FL112.53FS112.68TC112.18FLMATCH(109.93TC)(109.60FL)MATCH(110.09FS)MATCH(108.58FS)MATCH(105.98FS)MATCH(105.84TC)(105.38FL)105.04TC(104.96FL)103.96FSMATCH(103.76FS)MATCH(103.40TC)(102.96FL)103.47TC(103.39FL)104.04FS105.60FS105.54FS112.59FSMATCH(108.19TC)(107.59FL)112.49TC111.99FL112.11FL112.60FSSTA: 1+72.80STA: 1+96.74CL DRIVEWAYAUTO CENTER CT.STA: 2+20.75 STA: 2+67.94 STA: 3+04.24 2530.0'8.33%MAX4.1'105.60TC(105.10FL)103.75TC(103.25FL)4+003+503+002+502+001+504+50 5+00 5.7'4.5' 19.8' CAR COUNTRY D R I V E 2.0%64.0'MIN.4.0'MIN.L1L2F2F1PROTECT IN PLACE EXISTINGWATER METER ANDBACKFLOW PREVENTERMATCH(112.56TC)(112.04FL)MATCH(112.68TC)MATCH(111.78TC)(111.33FL)MATCH(111.94FS)AACC20.0'NORTHERLYEX. RW2%2:12:15.5'4.5'CLSEE DETAILBELOWPROPOSEDSIDEWALKPROPOSED6" CRB-GTRSDRSD G-2WWWWWWWWWWWWWWWWWWW25.9'CAR COUNTRY DRIVE5.0 ' 10.1'249.5%2.0%45MATCH(106.36TC)(105.96FL)STA: 3+24.72CL DRIVEWAYCAR COUNTRY DRIVE105.70FS105.25TC(105.17FL)105.62FS104.33TC(104.25FL)104.85FSMATCH(104.38TC)(103.88FL)MATCH(105.05FS)104.93FS(100.40FS)MATCH100.52FSSTA: 3+49.84STA: 3+04.93 STA: 1+67.93 STA: 1+62.3421.5'104.63TC(104.13FL)105.84TC(105.34FL)1+502+002+503+003+505.7'4.4'4.0'MIN.4.0'MIN.RWRWRWRWRWW W W W WWWWNOPARKING 3CANNON ROADCAR COUNTRY DR IVE STA 0+00CAR COUNTRY DRIVE=STA 41+78.88CANNON ROADPER CITYDWG 285-299.70FL99.96TC99.54FL100.24TC99.82FL100.15FS99.78FL4.0'0+50100.12FS100.20FS8.33%MAXMATCHMATCHBB77SECTION B-BHORZ. SCALE: 1"=5'VERT. SCALE: 1"=5'100.15FS100.12FS99.70FL(99.74LIP)4.0'2.7%6.0'1.5'0.8%7.0%SECTION A-AHORZ. SCALE: 1"=5'VERT. SCALE: 1"=5'112.59FS112.53FS112.05FL(112.11LIP)4.1'6.0'1.5'4.0%1.5%8.0%IMPROVEMENT PLAN3FILL-IN EXISTING CONCRETE DRIVEWAY W/ NEW 6" CURB, GUTTER, ANDSIDEWALK PER SDRSD NO. G-2 AND G-7. *CONSTRUCT NEW COMMERCIAL DRIVEWAY APPROACH PER SDRSD NO.G-14-A AND COC GS-12. *RECONSTRUCT ADA ACCESSIBLE CURB RAMP PER SDRSD G-28. *CONSTRUCT CONCRETE SIDEWALK PER SDRSD G-7. *INSTALL LANDSCAPING PER SEPARATE PLAN.INSTALL NEW STREET LIGHT PER SDRSD E-1.PAINT 2' LONG BY 12" WIDE WHITE THERMOPLASTIC CROSSWALK LINES.CONSTRUCTION NOTES1234REVISION DESCRIPTIONCITY APPROVALINITIALDATEENGINEER OF WORKINITIALDATEENGINEERING DEPARTMENTDRAWING NO.PROJECT NO.CHKD BY:DWN BY:DATE INITIALRVWD BY:9/30/2263912ENGINEERING MANAGER RCE EXPIRES DATEJASON S. GELDERTAPPROVED:SHEETSHEETSS:\Projects\2018\18089_SPARC+_Auto Nation_BMW_Carlsbad CA\Design\Street Improvement Plans\PW--03-STREET IMPROVEMENT PLAN-18089.dwgREVIEWED BY:DATEINSPECTORDATERCEEXP.IMPROVEMENT PLANS FOR:MS 2019-0013529-6ROW2021-0502CDP 2019-00133BMW OF CARLSBADRE1050 & 1060 AUTO CENTER CT.SECTION C-CSCALE:1"=5'AC PAVEMENT JOINTNOT TO SCALENO. 65513EXP. 9/30/23CIVILREGISTE R ED PROFESSIONALENGINEERSTATEOFCALI FORNIA 5*NOTE:ALL CONCRETE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE PERGREENBOOK SECTION 200 & 201, WITH 560-C-3250 CONCRETE, AND 6" MIN.CRUSHED AGGREGATE BASE.6ADA RAMP: AUTO CENTER CTSCALE:1"=5'ADA RAMP: CANNON ROADSCALE:1"=5'PRIVATE IRRIGATION CONSTRUCTION NOTESL1L2PRIVATE FIRE WATER (SEE SEPARATE FIRE PLANS)8" DDCV FIRE ASSEMBLY PER CMWD STD. DWG. W-22.POINT OF CONNECTION TO EXISTING 10" ACP WATER LATERAL LINE. INSTALL 10"X8"REDUCER FITTING AND CONNECT 8" FIRE LINE. CONTRACTOR TO POTHOLEEXISTING WATER MAIN, VERIFY LOCATION, DEPTH AND SIZE PRIOR TOCONSTRUCTION.F1F2INSTALL 2" PIPE AND BACKFLOW PREVENTOR PER CMWD STD.DWG. NO. W-20CONNECT IRRIGATION LINE TO EXISTING WATER METER ATSTATION 1+50.01. STATIC PRESSURE =61PSI. MAX DESIGNFLOW=52GPM.7I I I I I I I I _,, t,' -~-+----I V I I I I T I I t I t t> V __ · '7 M ___ J ----1----t> V t> I I I I I \7 v ---t> " 0 I I I I I I I I I I I I I I +----'~__L____,-t> .-!>----\----I I I I I L_ __ ____er~ ---' ) / V ------------------\ \ cl ] ] ] ] ] I T _ ____________ _J ~ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0 0 0 0 0 0 0 105 115 110 o+oo 105 100 95 0+00 ! I PL ~ I r -I I \ / •,,-<, • : ,;•; ,; <, . ,. .. .--. -· -. PL \ / • : .. ,.,.,--=·-. ·'•:-•·•-' . . :. ;;_-_._, OTHER APPROVAL ' / I I I ' I I I I I I I I I I ;1 ----~ 105 115 11 0 0+25 105 100 95 0+25 0 0 0 0 DI I I I I I I I I 10 0 10 GRAPHIC SCALE SCALE: 1"= 10' PROPOSED 6" CRB-GlR SDRSD G-2 MINIMUM DEPlH FULl SECTION 20 ! I i 4 AC OVER 6 Cl.ASS II AB (SEE SlREET NOTE I ON SHT I) GRIND All AC COLD JOINTS FOR MINIMUM 2" AC OVERLAY "AS BUil T" CITY OF CARLSBAD II~ I I EME I DocuSign Envelope ID: 713920B1-257C-4E02-859E-9286EBE9590011/16/2021