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HomeMy WebLinkAboutDWG 541-4; SDP 2021-0016; CARLSBAD OAKS NORTH LOT 3; 01-02REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CHKD BY: INITIALDATE SHEET SHEETS APPROVED: RVWD BY:PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. JASON S. GELDERT DATERCE 63912ENGINEERING MANAGER EXP. 9/30/24 ROW 2023-0034 PL O T D A T E : SAN T A F E B L V D LA COSTA AVE RA N C H O R E A L CANNON PALOMAR C A R L S B A D A V I A R A PK W Y . AIRPO R T I N T E R S T A T E HIGHWAY 78 RD. EL CA M I N O ROA D ROAD ALGA ROAD SCALE NOT TO TAMA ACKR AVE 6/5/2024 6/5/2024 GO GENERA l, 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 COND!nONAL APPROVAL, CITY STANDARDS OR OTHER ADDlnONAL DOCUMENTS USTED 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 RESPONSIBIUTY 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 ADD!nONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANCE COMPANY WR/UNG THE POLICY MUST HAVE A RATING OF ';.i • QR BFTTFR AND A SIZE CAlfGQRY OF CJASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE 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 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 DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDlnONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO 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 SH££7S AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROF"ESSIONAL 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 COMPLEnON OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLEnON OF THE FIELD TESTS. 12. A PRECQNSTRUcnON MEETING SHAU, BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESnNG AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEEnNG BY CALUNG 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 MEEnNG WILL BE MADE BY CAWNG THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (76Q1 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2·00 PM ON THE WORK DAY BffQRF THE INSPECUQN /S NFEQEQ 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 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 SY.STEM STANDARDS ESTABIISHFD BY THE CONSTRUCUON SAFETY ORDERS nn F B CAUFORNJA ADMINISTRAT/Vf COD£ THE PLAN SHALL BE PREPARED BY AREGISTERED 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 Will, CEASE IMMED/AfilY, AND THE PERM/TT££ Will NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UNnl THE PERM/TT££ HAS RECENED 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 AM. 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 FQR APPROVAL 7WQ FULL WORKING DAYS PRIOR ro BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STR££7S 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS QR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STR££7S AS A RESULT OF THE GRADING OPERATION. 21. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FAC/llnES 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 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT/llnES SHOWN ON THE PLANS AND ANY OTHER EXISTING FAC/llnES OR STRUCTURES NOT SHOWN. 22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIE {ABOVEGROUND AND UNDERGROUND} WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT /5 FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES {SEE BELOW} AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING 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(STR££7S AND STORM DRAIN) (760)434-2980 •CITY OF CARLSBAD(SEWER,WATER & RECLA/MEfJ WATER) {76b)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 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 8£ DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROF"ESS/ONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW ANO 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 UTILlnES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS. CROSS GUTTERS OR SURFACING OF STR££7S. 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 8£ INSTALLED PER REQUIREMENTS OF TITLE 24, CAJ..JFORNIA ADMINISTRATIVE COD£ 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL 8£ 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 REESTABUSHED, PERPETUATED, AND DOCUMENTED PER THE PROF"ESS/ONAL LAND SURVEYORS ACT. 9. TWO (2) S£7S OF SURVEY {CUT} SH££7S SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN {100 WA77J HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDlnON), VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER UNES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST EDlnON {GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY's EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGN££ 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY 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 EDlnON) 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 MEEnNG WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (76Q) 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2·00 PM 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 OTHERWISE 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 WITH THE FINISHED SURFACE GRAD£ 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 cumNG OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING ANO 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 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 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 WILL BE REQUIRED AT THE CONTRACTOR's EXPENSE 16. CONTRACTOR TO SUBMIT £-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. PLANS PREPARED BY: SPEAR & ASSOCIATES, INC. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736-2040 FAX (760) 736-4866 WWW.SPEARINC.NET ~GNINGANDSTRIPINGNOTES 1. THE CONTRACTOR 15 RESPONSIBLE FOR INSTAWNG 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 CAUFORNIA), CALTRANS STANDARD SPECIFICATIONS {JULY 2006 OR LATEST 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 CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEEnNG (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 "UK£ NEW" CONDITION, IN A MANNER MEEnNG 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 UNES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL 8£ THE LATEST VERSION OF THE 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 CAUFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED l'l"LLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVIS/ONT, AS AMENDED FOR USE IN CAJ..JFORNIA) 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 MOUNnNG 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 OMT-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12" SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SUIMY METHOOS FROM INFORMATION GATHERED ON,-'-'11,...A..,IJS~/;..,'20,..~.._Q ____ ~ BY SPEAR ,t ASStx;JAIES INC TOPOGRAPH'f SHOWN HEREON CONFORMS TO NA T10NAl MAP ACCURACY STANDAROS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER{S) 209-120-02 mt CA/JFORN!A COORDiNATE INDEX OF m,s PRwlCI ls: N1999,476.7 I £6,253,815.2 CCSBJ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY OECIARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONS/BlE CHARGE OVER THE DESIGN OF THE PRa/ECT AS OEFINEO IN SECTION 670J OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT THE OES/GN IS CONS/STENT WITH CURRENT STANDAROS. I UNDERSTAND THAT THE CHECK OF PRa/ECT ORAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD ODES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: SPEAR ,t ASSOCIAIES INC. ADDRESS: 475 PRQDUCUQN STREET CITY. STATE: SAN MARCOS. CA. rJ;,~£• f760/ 736-2040 \_.,,~.ceJ~ DATE: ~SH~f!JEIGLER ---- R.C.£ NO.: i1MJ..J R.C.£ REGISTRATION EXPIRATION DATE: 9-JH4 CITY OF OCEANSIDE VIC I N I TY MAP CITY OF VISTA l WORK m 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. 2. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. 5. 6. 7. RESOLUTION NO. SQP-2021-0016 DATED 10/31/2022. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOCON. INC DATED MAY 26. 2021 AND UPDATED MAY 5. 2023. PASEO DEL NORTE CITY OF ~""'"'SAN MARCOS THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. PACIFIC OCEAN i ,.. -~J' YIGINIJY MAP NOT TO SCALE TOTAL DISTURBED AREA = _1.,.9..,7'-"5'--'S.a.,;;,,F, ___ _ {THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 1 111 SF, TOTAL PROPOSED IMPERVIOUS AREA = 864 SF, INDEX OF SHEETS TITLE SHEET . . .. ..... .............. .. ..... ...... 1 IMPROVEMENT PLANS .. .. .... .... ......... 2 PROJECT ADDRESS LOT J. WHIPTA/l LOOP CARLSBAD, IX 92008 APN: 209-120-02 REFERENCE DRAWINGS OWG. NO. 415-9 BASIS OF BEARING LEGAL DESCRIPTION LOT J OF CARLSBAD TRACT NO. 97-13-01 CARLSBAD OAKS NORTH NORTH LOCATED IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF SAN DIEGO COUNTY, ON DECEMBER 15, 2004 OWNER CARLSBAD OAKS NORTH VENTURES LP. ADDRESS: 3575 KENYON ST., SUITE 200 SAN DIEGO, CA. 92100 CONTACT: RAUL GUZMAN PHONE NO: (619) 223-1663 THE BASIS OF 8EAR/NGS FOR THIS SURVEY IS THE CAI.JFORNIA COORDINATE S"tSTEM -198J, ZONE 6. 1991.JS EPOCH, NO/ffl/ AMERICA DATUM OF 1983 (/W}83), GRID BEARINGS BETWEEN PT. NO. 78 ANO PT. NO. 71 AS SA/0 COORDINATES ARE PUBIJSHEO IN THE CITY OF CN?lSBAO SURVEY CONTROL NETWORK ESTAB/.ISH£0 BY R£CORO OF SURVEY NO. 17271, FllEO IN THE OFFICE OF SAN OIEGO COUNTY RECOR/JER ON FEBRUARY 8, 2002; I.E. N26"28'20"E BENCHMARK DESCRIPTION: 2" DISK IN SIDEWALK NORTH SIDE OF PALOI.IAR AIRPORT RD. 30Q FEET WEST OF MELRQSE DR. STAMPED "GPS" CONTROL POINT 2002• PT. NQ. Zl PER RECORD QE SUIMY 17271 ELEVATION: 444.00 FEET DATUM: NGVD 29 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDlnONS DATED NIA 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SPEAR & ASSOCIATES. INC. DATED 2/27/2024 WDID NO. 9 37C403432 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY SPEAR &-ASSQCATES. INC, DATED 2/27/2024 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION PROPERTY BOUNDARY STREET CENTERUNE EXISTING CONTOURS UM/TS OF GRADING PROPOSED CONTOURS DIRECTION OF DRAINAGE EXISTING SEWER UN£ EXISTING SEWER CLEANO/JT EXISTING WATER UNE EXISTING GAS UNE EXISTING WOOD FENCE EXISTING CHAJNUNK FENCE EXISTING STREET UGHT 6" PCC CURB & GUTTER PROPOSED PCC CONCRETE SIDEWALK 2• GRIND & OVERLAY TYPICAL TRENCH SECTION ALLEY TYPE CONCRETE DRIVEWAY LEGEND OWG. NO. SDRSD G-2 SDRSD G-7 C.O.C. GS-25,26,27 SDRSD G-14£ & C.O.C. GS-12 SYMBOL -------900--- --11--- ----<@>-------s--- ---s----® ---w--- ---G--- -0-----0-----0- -x--x- ~ C) PROPOSED 2• SERVICE W/1.5" METER W-4 & W-6 {C.M.W.O.) -W--D----@r & 1.5" BACKFI.OW PREVENTER PROPOSED 12" BACKFLOW PREVENTER W-9 {C.M.W.O.) -w---...,~ PROPOSED 1 • IRRIGATION METER & BACKFLOW PREVENTER W-J & W-6 (C.M.W.O.) -W--D----®--- ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD •• CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD 80 L.F. 1,047 S.F. 5,423 S.F. 700 S.F. 1 EA. 3 EA. 2 EA. 1 EA. WI CITY OF CARLSBADIW IMPROVEMENT PLANS FOR: LOT 3, WHIPTAIL LOOP ~iOfESS/~ PREPARED UNDER THE SUPERVISION OF: TITLE SHEET I I ~~ .,,_-1;"t-R. lt~ ~ tr,~ ~--.., "'°ifi ~ No. 8541J !;l ~ri,~.&~ * * /1\ I 11 SDP2021-0016 II I ~ C/V\\. ~ R.C.E. NO. 85413 ~ or CAL~ J SHUA R.EIGLER 541-4 EXP. 9 30 24 OTHER APPROVAL DER DocuSign Envelope ID: 70465E6E-206F-4197-9600-FF303BF683A3 7/1/2024 A C A B C WHIPTAIL LOOP REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" CHKD BY: INITIALDATE SHEET SHEETS APPROVED: RVWD BY:PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. JASON S. GELDERT DATERCE 63912ENGINEERING MANAGER EXP. 9/30/24 ROW 2023-0034 PL O T D A T E : 6/5/2024 GO R/W 10· . 4.50' I I _ , 5.50' ~ :::j !:11 (2% ~ i f:,,._ fi. 72' 36' 36' 26' 26' I ~ -.... EX. 4 • A.C. PVMT. !:11 OVER 5" A.B. ~ (2%) (2%)_ - EX. MEANOERING P. C.C. SIDEWALK EX. CURB &-GUTTER EX. CURB &-GUTTER -• • "=3•10·0? • -= .46 , R=7 86.00 LOOKING NORTH NOT-TO-SCAlE PUBUC STREET RIGHT-OF-WAY--..... DOC. NO. 2007-0047586 REC. 1/23/07 P.R. 06-59 ·.". .. R/W 10· 5.50' 4.50' , ' I (2%) -'· , _ EX. MEANOERING P.C.C. SIOEWALK /- -. 1S11'JJ'J1 . • . , ·-_i/,8 ~ ~cf-~-j,,1~'------'----;:;· • . v8 , :S? 7:. . - <o 1/ - {1\ \ I • . DETAIL: DRIVEWAY SCALE: 1 '=10' SDRSD DWG G-14E (ALLEY TYPE CONC, D/W) 17+00 ----t----; RI,' -+-----+-R • EASEMENT NOTES 0 ABUTTER'S RIGHTS OF INGRESS &-EGRESS TO OR FROM WHIPTAIL LOOP HAVE BEEN RWNQIJISHEO. RECOROED NOVEMBER 23, 2004 PER MAP NO. 14926. 0 EXISTING EASEMENT TO SOG&-E FOR UNDERGROIJNO ELECTRIC &-COMMUNICATION FACILfflE &-INC/OENTAL PURPOSES, REC. 10/20/2006, DOC. NO. 2006-0746425 O.R. (NOT PLOTTABLE) 0 VACAllV RELINQUISHMENT OF ACCESS RIGHTS PER EXIST PER DOC. NO. ___ _ IJ,MI/)_ ___ (VAC. 2023-0001) CONSTRUCTION NOTES Q) 200 FOOT UNE OF SIGHT FOR STOPPING SIGHT DISTANCE PER TABLE A, VOLUME 1 OF CARLS840 ENGINEERING STANDARDS. Q) CONSTRUCT PCC SIOEWALK PER SDRSD G-7 TO N£AREST JOINT. @ SA.WCUT &-REMOVE EXISTING CURB &-GUTTER AND SIDEWALK. CONSTRUCT ALLEY TYPE DRIVEWAY PER SDRSD G-14£ &-C.O.C. GS-12 ACCESS VACATION TO RELOCATE ACCESS POINT TO SITE BY SEPARATE DOCUMENT (VAC. 2023-0034). © SA.WCUT &-REMOVE EXISTING DRIVEWAY. CONSTRUCT CURB &-GUTTER AND SIDEWALK. @ CONSTRUCT 5" PCC CURB &-GUTTER TYPE-G PER SDRSD G-2. @ 25'x25' SIGHT DISTANCE TRIANGLE, NO OBSTRUCTIONS INCLUDING LANDSCAPING OR WALLS IN THE VISIBIUTY AREA SHALL EXCEED 30" IN HEIGHT. 0 REMOVE EXISTING FIRE SERVICE &-VALllE; INSTALL BUND FLANGE. TRENCH RESURFACING PER GS-25. @ TRENCH RESURFACING PER GS-25 (c.o.c.) @ UMllS OF 2• GRIND AND OVERLAY. @) JOIN TO EXISTING WITH FLUSH TRANSITION. (i)) EXISTING 8" Pl-t' SEWER LATERAL CONSTRIJC1lV WITH DWG 415-9, PROTECT IN PLACE @ 2• DOMESTIC WAIER SERVICE W /1.5" METER &-BACKFLOW PREVENTER W-4 &-W-5 (C.M.W.D.) @ 12" BACKFLOW PREVENIER W-9 (C.M.W.O.) @ CONNECT TO EXISTING 12• m' WAIER, SEE DWG 415-9, 2• WAIER SERVICE PER W-4 @ REMOVE EXISTING CAP AND THRUST BLOCK TO CONNECT TO THE EXISTING 12" Pl-t' FIRE SERVICE CONSTRLICTEO WITH DWG 415-9. @ RELOCATE IRRIGATION CONTROL VALVE$, SEE LANOSCAPE PLANS. @ EXISTING STREET LIGHT PER 415-9J, TO REMAIN IN PLACE @ EXISTING 2• SERVICE CONNECTS TO 2• ANGlE METER STOP THAT WIU NEED A THREADED 2• TO 1 • REOIJCER BETWEEN METER AND ANGLE METER STOP. REMOVE EXISTING METER BOX. INSTALL 1 • METER INSIDE OF EXISTING 2• METER BOX PER W-3 ANO BACKFLOW PREVENTER PER W-5 {C.M.W.D.) TO EXISTING 2• IRRIGATION LATERAL PER DWG. NO. 415-9 @) REMOVE EXISTING 2• COPPER SERVICE. CLOSE CROP STOP AND CAP VERIFY AND UPDATE AS NEEDED. @ INSTALL SHC 80 m' SLEEVE AROUND SERVICE TUBING UNDER SIDEWALK BETWEEN METER AND BACKFLOW PREVENTER. I I • . . .• . V . . 'V_ •• ► 1-F--.a...\l-~-f!----"-'lc._~-1,,,'*-"""----'=l=¾-'r-''-'--------'-i--'----'-,----''--'-""'--'--,---'-'-,.-r,-+-~:-"':;cc ... t....; 20 10 0 20 40 60 SCALE: 7 " 20' PLANS PREPARED BY: SPEAR & ASSOCIATES, INC. CIVIL ENGINEERING & LAND SURVEYING 475 PRODUCTION STREET, SAN MARCOS, CA 92078 PHONE (760) 736-2040 FAX (760) 736-4866 WWW.SPEARINC.NET ------=-=- I ONS/TE IMPROVEMENTS SE£ I GRADING PLAN 541-4A • X - l----+----+----------+----+---+------t------1 Ci II CITY OF CARLSBAD II~ PREPARED UNDER THE SUPERVISION OF: EiGLER R.C.E. NO. 85413 I---.,__--, EXP. 9-30-24 OTHER APPROVAL IMPROVEMENT PLANS FOR: LOT 3, WHIPTAIL LOOP IMPROVEMENT PLANS II SDP2021-0016 II s41-4 I DER DocuSign Envelope ID: 70465E6E-206F-4197-9600-FF303BF683A3 7/1/2024