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HomeMy WebLinkAboutDWG 532-9; MS 16-01; PACIFIC WIND APARTMENTS; 01-09SANTA FEBLVDLA COSTA AVE RANCHOREAL CANNON PALOMAR CARLSBADAVIARA PK W Y . AIRPO R T INTERSTATE HIGHWAY 78 RD. EL CA M I N O ROA D ROAD ALGA ROAD SCALE NOT TOCOLLEGE BL. POINSET T I A LN.COLLEGEBLVD.532-9 ” RA C K TAMA AVE . CAROL P L .HARDING ST . 01/11/22 DR GINBBAL NOTBS 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 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 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 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, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIEW TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A ........ EBECONSTRUCVON MEFVNG SHAii Bf HEID AT 1HE SITE PRIOR TO THF 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 PR/DR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON 1HE DAY BEmRF 1HE INSPEC.11.0.N........lS 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 /NSTALLA TION 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 FSIABLIS/:IFD BY 1HE CONSTRIJCVON SAFETY DRDFRS, nn F B CALIFORNIA ADM/NISTRA TIVE 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, QPFRA11DNS Wit I CEASE IMMEQIAW l'. 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. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY. MONDAY T/-/RU 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 ROUTE:S 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 EX/STE:NCE AND LOCATION OF UTILITY STRUCTIJRES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTE:NTION IS CALLED TO THE POSSIBLE EXISTE:NCE OF OTHER UTILITY FACILITIES OR STRUCTIJRES 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 STRUCTIJRES 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 ACTIJAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTE:D 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 (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, WA TE:R & RECLAIMED WA TE:R) (760)438-2722 "SAN DIEGUITO WA TE:R DISTRICT (760)633-2650 •LEUCADIA WASTE:WA TE:R DISTRICT (760)753-0155 'VALLECITOS WA TE:R DISTRICT (760)744-0460 'OLIVENHAIN WA TE:R DISTRICT (760)753-6466 •BUENA SANITATION DISTRICT (760)726-1340 ,clJJO • AS APPROPRIATE 23. IN ACCORDANCE THE CITY STORM WA TE:R STANDARDS ALL STORM DRAIN INLETS CONSTRUCTE:D BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. S-l'BIB'I' NU"iBS 1. ACTIJAL STRUCTIJRAL SECTIONS WILL BE DETE:RMINED AFTE:R "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL 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 TE:STS AND THE ENGINEERED STRUCTIJRAL 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 FOUNDA T/ONS WILL BE ALLOWED. ALL LUM/NA/RES 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 COMPACTE:D 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 Tl-IA T ARE DISTIJRBED BY THIS WORK SHALL BE REESTABLISHED, PERPETIJA TE:D, AND DOCUMENTE:D 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 WA TT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SBWD .NOTBS 1. SEWER MAIN AND APPURTE:NANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TE:ST EDITION), VOLUME I- GENERAL DESIGN STANDARDS, CHAPTE:R 6-DESIGN CRITE:RIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TE:ST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTE:M, 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. WA.TD hCiiBS 1. WA TE:R & RECYCLED WATER MAIN AND APPURTE:NANCES SHALL BE CONSTRUCTE:D IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TE:ST 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. omcE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. BEFORE ANY SHUT DOWN ON CMWD LINES, THE CONTRACTOR SHALL SUBMIT AN E-28 FORM A MINIMUM OF WEEKS PRIOR TO REQUESTE:D WORK BEING PREFORMED 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TE:LEPHONE NO. (760)438-3891. 4. NO TREES OR STRUCTIJRES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTIJRES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTE:NANCES SHALL BE PROTE:CTE:D BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SO/LS TE:ST REPORT AND DEMONSTRA TE:S THAT PROTE:CTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTE:CTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATE:RIALS OF THE FIRE LINE LOCA TE:D BETWEEN THE DETE:CTOR CHECK VAL VE AND BUILDING SHALL BE DETE:RMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATE:R SERVICES SHALL BE 1• AND ALL METERS SHALL BE 1" (UNLESS OTHERWISE NOTE:D ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTIJRED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTE:D ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATE:R SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WA TE:R METE:R BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATE:R MAINS AND RECYCLED WATE:R MAINS SHALL ADHERE TO THE "CRITE:RIA FOR THE SEPARATION OF WA TE:R MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE: OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTE:ED "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 OF ASBESTOS CEMENT PIPE (ACP) /S 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 TE:E 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 ENTE:R VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4 TTBOX. WIRE IS NOT TO INTE:RFERE WITH VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TE:RMINA TE: IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATE:D USING THE TRACER WIRE. PROTE:CT 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. SIGNING ANII S'l'RIPING NOTBS 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHA4. CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD LA TEST VERSION AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TE:ST 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 DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND TRANSPORTATION DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTE:D TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULA TE:D LENS REFLECTIVE SHEETING (HIGH INTE:NSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETE:R 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 TRANSPORTA T/ON DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTE:D 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 STE:NC/LS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIEW LOCA TE:D. CROSSWALKS SHALL HA VE 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 LATE:ST VERSION, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTE:D YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD LA TE:ST VERSION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATE:D STE:EL TIJBING 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 RELOCA TE:D 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 18"X24" AND THE OM1-J OBJECT MARKER SHALL BE 12"X12" 20. ALL NEW AND RELOCA TE:D SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW OR RELOCA TE:D SIGN. SOUBCB or 'l'OPOGBAPIIY TOPOGRAPHY SHOWN ON BY SO CAL CIVIL SOLUTIONS INC., DATE:D 2/19/13 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. HARDING STREET AND CAROL PLACE CARLSBAD, CA BBNCB MARK DESCRIPTION: CITY OF CALRSBAD CONTROL STATION CLSB-141. A 2 1 /2" DISC IN SE COR. OF VAULT ADJACENT TO THE NE COR. OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE. ELEV. ADJ-2.18 = 26.518 DATIJM: NGVD29 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: SWS ENGINEERING, Inc. ADDRESS: 1635 LAKE SAN MARCOS DRIVE, SUITE: 200 CITY, ST.: SAN MARCOS, CA 92078 TE:LEPHONE: 760-744-0011 BY: MICHAEL SCHWEITZER (NAME OF ENGINEER) DA TE:: 12/20/21 INDD 01" SBB!n-S SHEET NO. DESCRIPTION 1 TITLE SHEET 2 SHEET INDEX/STREET SECTIONS J MAP DEMOLITION & EROSION CONTROL SHEET 4---6 SUl?FACE & UTIUTY IMPl?OVEMEN1S, DATA TABLES 7---8 SUl?FACE IMPl?OVEMENT, DETAILS & S1RIPPING PLANS 9 DETAILS TOTAL DISTIJRBED AREA -~4-=58~A=CR=E=S ___ _ (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF- S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND TE:MPORARY DISTIJRBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 2.9 ACRES TOTAL PROPOSED IMPERVIOUS AREA -3.34 ACRES won: TO BB DONB 1HE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMEN1S, CUl?RENT AT 1HE TIME OF CONSTRUCTION, AS DIRECTED BY 1HE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEEl?ING STANDARDS 3. 1HIS SET OF PLANS 4. RESOLUTION NO. 7233, DATED 4/19/17. 1HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY LOR GEOTECHNICAL GROUP, INC., DATED 7/31/14, GEOTECHNICAL REPORT UPDATE LETTER DATED 6/17/21, INFIL1RATION FEASIBILITY INVESTIGATION DA TED 6/23/2015, S1RUC1URAL SECTION LETTEI? DA TED 9/16/21. INFIL1RATION REVIEW LETTER DATED 11/11/21. 6. 1HE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS CDP 16-04. 8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SOUTH COAST EROSION CON1ROI.., DA TED DEC 9, 2021. WDID NO. 9 37CJ95411. 9. STORM WAJER QUAUTY MANAGEMENT PLAN PREPAl?ED BY SWS ENGINEERING, INC. DA TED 12/20/21. 10. CAUFORNIA STORM WA 1ER QUALITY ASSOC/A TION BMP CONS1RUCTION HANDBOOK AND CAL 1RANS CONS1RUCTION SITE BMP MANUAL. *NOTE: AC1UAL SECTION DEP1HS TO BE DEJERMINED IN THE FIELD BASED ON R-VALUE TESTING VICINITY CITY OF OCEANSIDE PACIFIC OCEAN MAP CITY OF VISTA R.C.E. N0.:~5=9=65=8~----------- REGISTRATION EXPIRATION DATE:: 12-31-2023 KktilWICB DBA.'WINGS CITY OF CARLSBAD DWG 106-2, DWG 133-1, DWG 134-3, DWG 141-1, & DWG 360-1 CITY OF ENCINITAS DBSCRIP'l'luN PROPERTY LINE AC PAVING/BASE (MIN. 4" AC/4" AB*) PAVEMENT RESURFACING (2" GRIND & OVERLAY) TRENCH RESURFACING PROPOSED RAISED CROSSWALK PROPOSED CURB OUTLET PROPOSED CURB AND GUTTER PROPOSED ROLLED CURB & GUTTER LEGEND DWG. NO. CDCSD GS---27 DETAIL SHT. 7 SDRSD D-25A SDRSD G---2 (TYPE-G) SDRSD G-4A TYPE-A PROPOSED ROLLED CURB & GUTTER TRNS. SDRSD G-04B PROPOSED CONCRETE SIDEWALK PROPOSED DRIVEWAY APPROACH SDRSD G-7 & G---9 SDRSD G-14B PROPOSED DRIVEWAY APPROACH SDRSD G-14D PROPOSED PED. RAMP SDRSD G---27 PROPOSED STORM DRAIN PIPE SDRSD D---60 PROPOSED STORM DRAIN CLEANOUT SDRSD D-09 PROPOSED SEWER MANHOLE CDC S-1 PER (SHT. 9) PROPOSED SEWER CLEANOUT CDC S-7 PROPOSED SEWER PIPE CDC S-5 PROPOSED 2" WATER SERVICE W/RP BF CMWD W---4 & W-20 PROPOSED 6" GATE VALVES CMWD W---16 PROPOSED 8" GATE VALVES CMWD W---16 PROPOSED 2" MANUAL AIR RELEASE VALVE CMWD W---6 PROPOSED 2'' BLOWOFF ASSEMBLY CMWD W---6 PROPOSED DETECTOR CHECK VALVE PROPOSED FIRE HYDRANT PROPOSED 8" WATER PROPOSED THRUST BLOCK PROPOSED STREET LIGHT PROPOSED TREE WELLS EXISTING CURB AND GUTTER EXISTING FENCE EXISTING PED. RAMP EXISITNG STREET LIGHT EXISTING WATER EXISTING FIRE HYDRANT EXISITNG SEWER EXISTING GAS CMWD W---22 CMWD W---12 CMWD W---2 CMWD W---15 SDRSD E---1, E---2 SDCDS GS-1.01 SYIIBOL QUANTITY ---It--- --------------------------------------------- ----~-==ID== ......... ------------------ -----s----0--- -----S------0- ----s ------G) --~ -----9----- -----9--- -----a ------0 ~ --<D f-6----1 ---w--- 6. JJ: [IJ 9662 SF 13160 SF 2598 SF 1 EA 3 EA 648 LF 19 LF 10 LF 5245 SF 197 SF 184 SF 6 SF 33 LF-18" 30 LF-6" 1 EA 2 EA 2 EA 287 LF 6 EA 3 EA 2 EA 3 EA 4 EA 2 EA 3 EA 554 LF 10 EA 3 EA 2 EA STRUCTURAL (POST-CONSTRUCTION) BMP TABLE STORMWA TE:R REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOD/FICA TION? Ea STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS a YES (SEE SWMP FOR DOCUMENTATION) NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY TC---32 TREE WELL HARDING ST. YES 4 & 9 MONTHLY & NEIGHBORHOOD LP AFTER STORM NOTE: SEE GRADING PLAN, DWG 532-9A, FOR ONSITE BMPS. ABBREVIATIONS CITY OF CARLSBAD ---C.O.C. LBGAL DESCRIPTION AND A IN THE LOTS 1 TO 7, LOT 10, AND LOTS 24 TO 33 INCLUSIVE, PORTIONS OF LOTS 8, 9, 11, 12 AND 13 OF PALM VIST CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP NO. 2969, FILED OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COU IN THE NTY, MARCH 16, 1953. STREET TOGETHER WITH THE NORTHEASTERLY HALF OF HARDING ABUTTING LOTS 1 THROUGH 13, INCLUSIVE AND THE SOUTHWESTERLY HALF OF HARDING STREET ABUTTING L THROUGH 36, INCLUSIVE OF SAID MAP NO. 2969, WHICH VACATION WOULD REVERT TO SAID LAND BY OPERATION OTS 26 UPON OF LAW. BASIS or BBARJNGS - CITY OF CARLSBAD CONTROL STATIONS CLSB-141 ~ESS~~ AND CLSB-119 PER ROS 17271. I.E. N 66"04'32 E ~~ ~ DBVBLOPD ~ 77 ,~, .... *' NAME: HARDING STREET NEIGHBORS, LP ~; 1v1y~ ADDRESS: 14211 YORBA STREET, SUITE 200 TUSTIN, CA 92780 OF C~\.S PHONE NO.: (714)228-7600 CITY TRAFFIC ENGINEER APPROVAL DATE INITIAL -~ • • ' - E"f;/e ~ BY: frh-w #~ATE: ENGINEER OF WORK REVISION DESCRIPTION I CARLSBAD MUNICIPAL WATER DISTRICT C M W D .... . . . . SAN DIEGO REGIONAL STANDARD DRAWINGS -S.D.R.S.D. "AS BUil T" SAN DIEGO COUNTY DESIGN STANDARD ---S.D.C.D.S. SWS ENGINEERING, INC. CIVIL ENGINEER.ING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suile 200 P.E. EXP. DATE San Marcos, CA 92078 P: 760-744-0011 REVIEWED BY: SAN DIEGO · NASHVILLE · PHOENIX INSPECTOR DATE I SHfET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC WINDS APARTIIENTS TITLE SHEET ROW 2021-0591 SDP15-18/CDP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/22 DATE IRVWD BY: 11 PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL : CHKD BY: MS 16-01 J/:... ll L>:x '.2:J, 21 4: 2,'.:::pn-1 by: \/,Jt-:::.'.:;pcncc,- -Ll. L 'r:~:jecl.~; 0·\llf-JJ_:, C:_;r1:~lrucl\ TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DR -- I I I I I ~-±.'-~~=F ~ -,-----I· t"-1 ,ct'~~. I :.·.:\. · "-.,,,c..- ~~ 1~. I -~-~ ,, &,_:~ o·, 6t, --cc·--:" --c---.t..;i. __ ,, "'-J I . "' R/W ·.: . ·' f; ·Uf -· ,,; :~ _:;· ,-, w '" ,-.,., m'a• ~, T >\ 1 11 ~ _1~ : .:J -~"'~J-~--_____ HA_ ~DING ST. ~E:::'.:Ll I · · " I ' -wJ_ · · · ~=--...::::;:-=-::::--~ 4 :~ I~~ , -1 w--..... )> -~ -r, J .. --7 --,, _-: ;-i-+i~--...,. _1: ~ i:_ /, I 71 I n~--_) I I I I , 1; ,., J:..._!: I I _ I ·1: ~; ~ I : I I I 7 I I I • • • ~ : I I I 1 1~ ;'.I: 1 ___ 1 I [ I l'5'I 11. I _J ~~- -~ r----.1 I I r---- 1 ,~ ,L____ Ii----~ I 1 r--- )1e:-~ I! C!> : i r : ~-----~ I ~~-61 ==_CJ-::-" ~-,-1 ~~=--' -_~.......,.....I ---_-_':-,~=,j(~I ~~~-~I ---'l,_ I rf-" - I I I -11 I I . 11-I_J s' ' B l!L d :i , q 1ill 1 i : 1 \ 1~! : : I I ~ I/ // ,, D □ ---- " - - --- t I n n I I (EX. 8' Sil. WTR.) l'?,'i' Wj------+-~ •= 1 :;{; _ C~I:-ii" YI-IR1 -• ✓--1 ---., _J ~ _ 1-. I --~~ -=-=;__-I -R/W--- ---=--\\\\\ 0 I .. -.. 1/// 0 i i I:; tr• : 40 20 0 SCALE IN FEET GRAPHIC SCALE 40 SHEET INDEX MAP SCALE: 1"=40' 1 I 11 - EXIST R/W (121 5' 2% ~ EXIST CURB & QJllIR (TIP.) 4-' (18') 60' EXIST~ AC PA\£MENT { I (4" AC/ 4" AB) (18') VARIES 12 (10') DISllNG EXIST R/W EXIST SIDEWALK (TIP.) CUlB & QJTIER D EXISTING CAROL PL. CROSS-SECTION NOT TO SCALE SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suite 200 2929 E. Camelback Rd., Suite 114 San Marcos, CA 92078 Phoenix, AZ 85016 P: 160-144-0011 P: 620-902-5866 D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 ---.o;;,_-;,:;:__-0: ~ ---------------- DAlE INITIAL ENGINEER OF WORK EXIST R/W (12') 5' EXIST CURB &: QJTIER (TIP.) EXIST R/W A (6') 5' ,,, __ J (TIP.) EXIST CURB &: QJTIER (TIP,) EXIST R/W B (10') EXIST CURB &: QJTIER (TIP.) C REVISION DESCRIPTION 2% (18') 4' 60' EXIST~ AC PA\£MENT t I I (4" AC/ 4" AB) (18') VARIES - EXISTING HARDING ST. CROSS-SECTION NOT TO SCALE ST~ AC PA\£MENT (4" AC/ 4• AB) VARIES - 4' EXISTING MAGNOLIA A VE CROSS-SECTION (201 NOT TO SCALE EXIST~ AC PA\£MENT (201 12' rj DISllNG EXIST R/W EXIST SIDEWAIJ( (TIP.) CUlB &: QJTIER 6' 5' EXIST R/W \ EXIST SIDEWAIJ( DISllNG (TIP.) CUlB &: QJTIER 10' EXIST R/W ~ VARIES r: - (4" AC/ 4" AB) ' :'.;/~~ EXIST SIDEWALK DISllNG (TIP.) CUlB & QJTIER EXISTING JEFFERSON ST. CROSS-SECTION NOT TO SCALE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS SHEET INDEX &: STREET SECTION ROW 2021 0591 SDP15-18 ICDP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/JO/22 DAlE IRVWD BY: 11 PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL MS 16-01 OlHER APPROVAL CITY APPROVAL : CHKD BY: TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DR (EX. 6" VC 5111?.} . HARDING ST. 7 _J;i _-.. --7 ··~1~~-~-; ~· ~-:~~~~ L ,1 , J I _J ~-f"I 1, -,'-- 1:l --' . ---•~'iT U;i• ( ) I -.-~, "' I ; 1 I -'.l ) )-'·' _J .;z::::.=R/W!C.-,/CB R 1 J ~ ! ~ I /.l'/IJ:!1Mo~M7 : 1 ,'J ll:21}!a!l1Jf. ',,, I~ ~ i ,-~ . I :1 r J t ) ',, <( I I ··~J>-'' -'--+----: i--Ly I<( 'I; I : / I 17 ' ' ,,,;, I ',1 ! 1; R/W I 'o...J : -~ \Llc~~c-==J I .~ -L . :~1 ~ J: f [', I \ L -, 1,,:•;31;)'",_··,,,_-_,-,_,--,-_,~-:---:-~~-:-1"'7--,,,'.'""" \"\_;' I ;\ _, C -•--,--, ' ~l=--1--SC <,) ~ ·1 ~ .,, 1 ..,: g 9 ' -'} '•,~---,+--l'lw~----~'"'~, -'•·•,,,, :\&;· :__:, ___ --. -St; )> -I ..... ,_ -~....... ::-=9JS,;-:;;;:;;¥'~~c-+c~~-<•--''-G' ~~cp'-''-_-:=~ i \ I ·-~--,• .. -·; -.,~. I I ~=-jlF=, . . ~===='=='="7"~•~-'-f"c,----( ------ I ?/1T"' "'., -<7 -'::,~-; r (EX 8" STL Wffi) --;:.;:.----/ : r==i= 1 /1 :/ I ~:''(j_)_-_-_=1:0=-~~: 1:\',1-----~:·\,\'::-~• . , ~ ___ ,,,---,·, ; rg'tif. ,,H _ , , , --~,.-·----,-'-;.·.;a,[X. B"RCPSIW/J_•, 'a• ~ '' -7tt' -----+"';--< +=t+'cc-I -+,: / ·t:,•_!···/'!-! -.,~-~.-,.,,-,,, ~···n ~"ct---"'°-_,_)_= _____ ~_,, ______ --~C/)-ft-~--__ '.,,_ -JEFFERSON 'sT. ._, ____ ·_---~--=-=--=-=:-=--=-=--=-=:=·-~=='····=--..,cl -~iil!,·E··= • : ,, ~a,=-----~ ----,1;_ ' t : ,' ------------="""'!>ES'fff '"" ----, '&;) ,i,fH I - "7j-J /, •".c-pc._ R/W ---,, ,~c -~ I I" .~/ -R/W p.; '-----=----::::--==::::-::::--=-=~R/Wt:"-::::--=:;___ c",0 ~~F7 ==~~ ---RjW--, ', -- / -----'•·-, 1\/ \\\ ~ I 1 /It ------· I ', I :t ,;, ,: I I t) --:z: i----1 111 <C ~l. I I I DEMO PLAN SCALE: 1"=40' 40 20 0 SCALE IN FEET GRAPHIC SCALE 40 ' , \ / ~ SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 160-144-0011 2929 E. Camelback Rd., Suite 114 Phoenix, AZ 85016 P: 620-902-5866 DAlE INITIAL _;If ENGINEER OF WORK REVISION DESCRIPTION D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 D£MOLJT10N LEGEND AND NOTES CD ® 0 © ® ® 0 ® ® SAWCUT EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER REMOVE EXISTING SURFACE FOR TRENCHING REMOVE EXISTING CONCRETE PAVEMENT REMOVE EXISTING DRIVEWAY, CURB & GUTTER REMOVE EXISTING ASPHALT EXISTING STREET IMPROVEMENTS TO BE REMOVED REMOVE EXISTING UTILITIES REMOVE EXISTING ADA CURB RAMP, SIDEWALK, & GUTTER REMOVE EXISTING CROSS/NG S/GNAGE EXISTING CURB AND GUTTER TO REMAIN, PROTECT IN PLACE (s)---- ---------<W)----- EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN @) REMOVE EXIST POWER POLE AND STREET LIGHT EXISTING GAS LINE I SH~ETS I I SH§ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS DEMO PLAN ROW 2021-0591 SDP15-18 /CDP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/JO/22 DAlE IRVWD BY: 11 PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL : CHKD BY: MS 16-01 OlHER APPROVAL CITY APPROVAL TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DR ,_ 70 0~ c:i al +~--0 ,q<o 0 p ~ ;i. -~1 vi ll.. a 1.u '--' - (_) Le N 'fl I 0 co -2. ... -60 -- I I I r . 50 -x SEWER / " ·ROP. ,M ,-.01 . _E);S 29+70 30+00 ~,3-,.23+55.63 17.65'L ~ BEGIN CURB, GUTTER & SIDEWALK 6 o 31 3_ +00.00 0.0 '· . \ [ 55 (PUB) MH _ \ E ~ 0 ~ .. ..... ~ + .. ; . . ~ • II) .., ~ ·z-q r:t: 0 4.sf. I ---- N \ 6 22+ 5.8-"0."'07.,.,'l-~-- WARNING!! DO NOT CUT AC PIPE. REPLACE JOINT TO JOINT MID TAT/ NEW , ' ', 'i ADA RAMP I ' /--, I I (_ ') Ii' J 22:31.7 24. ,-:-;R , BEGIN CURB, GU T1ER & I 1 1 SIDEWALK, ~ DS ON I I HARDING ST. i I '-' SC / I ..-...... ~ I "" co I I I -· u-, " I I "G-• ½:i.. 1 I """( 0 ~ -Ii ~ ~ ~ ?; :: ~ ~ ~ r I ', I ', I ', D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 2' ! I : I / I I I I I I I I EX. GRADE 0 CROWN ---Le ~ (0 '-.., 1.5:. ~ ' -~ - ---, (.) <( .. I 9 Jf) s 0) 0 'P. .; -.... . .._ 1:-1 ::c ": ~ "I "I -CN <o IS ~Dr. :I-.., "' 0) FIN ~E-Is OJ .. "I in....._ • ~--<X! :i( -a:i-1r l • .<o ' 0 WN \ .., ;:':: (.) (?> c:i"f; :> !::: MO.a'._~11 .. -~-Q f.!l ... !Q ~ f..;: cj ' ....... a: -= -s <n ,., ;--1 " ~~ :<( <o " ' '--,n <n .. \ 't----_ 1. .. <o \ •l ,.5% \ o,· .. 0:-2 6.1 ' -' . T II) :c: I ut' UI-l'l<UI', ~ ,.,.; :§_ WA-TEii-i?-" -~ l C 900 "'.. 8" p : SEWE > 222':I:. -v,;:uo -~ ... _222'± _ 8" PVC 31+00 HARDING ST. PROFILE STA: 32+00 30+00-32+60 SCALE: 1" = 20' H SCALE: 1" = 4' V 4 --' C in " --' ..,: 'iD IX) N ,,; ~ ~ ~ 0 ,...: a .... II) IX) + l"s II) ;;; + Li.J ~ "' #:Jfp)!Nl:2@,#1□:l®V □ V '1 #:Jfp)!Nf :2@,#1□:l®V □ff~ /L@!/ ~ IL@I 35 3'1@i I 31@31 1/i/ft!/f/{/J)/Wf~ f§ll: 3'1ff 3 & 3'1ff 5 1/i/~Ji///JJIWI~ !§li'. HARDING ST. PLAN STA: 30+00-32+60 SCALE: 1" = 20' ~ I I ~0.7% ~ -. - '! . •• (PRW) PVC 'WR. -~ !l1± II ,CJ,. :.LI ·c -\ I \ " I IE: 51. '8 --' ;i. C) <O "' J 38'± 8" PVC PARCEL 1 MS 1fp-O 8 I • Li.J 0 c::, 01 . ___, o a "' "-C) C, ..,: ~ gi N "' tl J:i[p)[M :2@,#1□:l®ff □ ff I§ IL@l:$4! 311£5 I 31:211/i/lJ/f///JJIW!@ f§ll: , - ~ 80 Sff--C SITE:, "'"" r u,n/Jl" TlntJ OF GR DING 70 rC<=l "' n, ... " FOi ~~~A110N .. EX. TOP rSEE INS/7£ LANS OF' CURB FOR ,ON11NU 11/0N 1-----+---+-_,__-+-_ _.. L=49.14' --+--~-+-~ L=50.06' ---i-+~+----+-~ L=69.20' ---+---..i-~--+--_,_ __ L=69.20' -+---+--_....,_ _ _,_ _ __. _ _. f--------<-------<----,...------<------< .L/J= 14. 11 L/ 4= 12. 52 L/ 4= 17. JO L/ 4= 17. JO _,___.,_ _ _,___+-_ _,___. ll:: Eu ~ .;--1 ll.. 0 ::, ;:' . .. .., ' f--1<: co ~ Ill &; -II:- It) ~ 0 " ~ f=CL 0 .., + ~it 0 --g -:.: r ii. .. <o-.., <n cj~ ~ ., "\ "' ,_ -.. _ .. ,.., (.) <O . ~ g "" ~ ;:- " ,· C ~ 1 : 1e:i- ~ <O .:..; V -+-,.,!01----~~l-----l ci w ~- ~ j..J ' .. tl I~ -,-. , ' ;; ,=:: ll:: .., ' .... '-" . .., .. .. . <o • . .., w~ -6:i ~ -u ~ . -" u g +,~ .... .... ' --. C) .... .. -,, <o r--IX) C) ~ ~ <O _j w ~ . <O "cj .. w <O ~ . ; .:..; w III ,,5% . !1:. ' '" ---I :?: ' a:~ .... °'I . ::c <o IX) ~ ~ " <h -,'<-...I ::c Lu <O .. w 0.5% -.J,r; ,!I:: 0,) ''.'!c .., 3:: ,. ~ ~~ \ ' (JI ;. ..!; , .. ' ,r£'. 7i p I V Cl ~B .:... .., WR:--1:JN :-ftl, l~,,", ;--l--l---1------,1.,1 -. 5,..,.0---l---+-+---+-+-I-IQ.-a • ---( 0. ,) IE 5' 15 33+00 PROPOSED PUB. WATER EASEMENT PER FINAL MAP 32+56.00 12.89'L 10 2"W7R. METER AND BF BLDG.5 SERVICE 60 32+56.76 9.95'L ,a 'f W7R. METER AND BF BLDG.6 SERVICE \ \ ' n \ 32+52.93 0.00 TOP OF' CURB HARDING ST. T.O.C. CULDESAC PROFILE CONSTRUCTION NOTES: (D 6" TYPE 'G' CURB & GU T1ER PER SDRSD G-2 @ EXISTING 6" CURB & GUTTER TO REMAIN Q) 4" PCC SIDEWALK PER SDRSD G-7 © PCC DRIVl:WAY PER SDRSD G-14A, G-140, COG GS-12 AS NOTED @ MATCH EXISTING TOP OF CURB ELEVA T/ON @ MATCH EX/51/NG SIDEWALK (J) MATCH EX/51/NG ASPHALT @ CONNECT TO PROP. 8" WATER ® UTILITY SERVICE TRENCH PER CITY STANDARD COCSD GS-26,S-5 @) 2" WATER W/RP BF PREVl:N1ER PER CMWD W-4 & W-20 @ 1" /RR/GA TION ME1ER 2" BF PREVl:NTER PER CMWD W-4 & W-20 @ FIRE HYDRANT PER CMWD W-12 @ 2" BLOWOFF PER CMWD W-6 @ REMOVI: POWER POLE PER SDG&E PLAN BY OTHERS @ PROTECT EX. POWER POLE IN PLACE @ PROP. STREET LIGHT PER SDRSD E-1 & E-2 @) REPLACE EX/51/NG CURB RAMPS PER SDRSD G-27 w 60' p SCALE: 1" = 20' H SCALE: 1'' = 4' V @ SAWCUT & GRIND AND OVl:RLAY EXISTING PAVEMENT, DETAIL A SHT.9 @ 8" FIRE SERVICE WITH DCDA PER CMW W-22. CONNECT TO PROP. 8" WA7ER. INSTALL 8" GV PER CMWD W-16 AND 1B PER CMW W-15 @ REMOVI: EX. & INSTALL NEW FIRE HYDRANT PER CMW W-12. CONNECT TO PROP. 8" W/8"x6"x8" TEE AND 6" GV PER CMWD W-16 AND 1B PER CMWD W-15 (D 8" PROP. WA 1ER MAIN. CONNECT TO EX. 6" WATER MAIN W/8" PVC SPOOL& REDUCER TO NEAREST AC JOINT IN MAGNOLIA ST. & HARDING ST. W/8" 1EE AND GV PER CMWD W-16 AND 1B PER CMWD W-15 @ REMOVI: AND REPLACE EX. WA 1ER SERVICES, REPLACE EXIS11NG SIDEWALK PANELS TO NEAREST JOINT * FOR CURB & UTILITY DATA TABLES SEE SHEET 6 CUL-DE-SAC CENTrR DIMENSION TABLE STREET MON. (MODIFIED FROM COG STND. GS-4) LEGEND HARDING STREET & • IND/CA TES FOUND MONUMENT AS NOTED CURVE 1 CURB PROP LINE D ,! R L R L &. ■ IND/CA TES FOUND LEAD & DISC AS NOTED &. ... IND/CA TES FOUND Kill MONUMENT AS NOTED 36' NA 28' 10' 51" 100' 49.17' 88' 43.59' £. () IND/CA TES FOUND 1 /2" IP, OPEN. ACCEPTED AS MON. PER MAP 2969 pc HP CUL-DE-SA <;- "'--"-½¥'----3 2+57-:Sz 10:i 2'Ri --@ REPLACE EX/51/NG CURB RAMP PER TYPE-B SDRSD G-28 @) PROP. 2' MANUAL AIR RELEASE VALVI: PER CMWD W-6 w p CURVE 2 D ,! R CURB PROP LINE L R L fr, 0 IND/CA TES SET 2" IP W/ DISC "LS 8414" PROPOSED PUB. WA 1ER cl3W,. -_ EASEMENT PER F~NAL !!._AP ·_::,. = = 32+54.03 20.18'R 12 PROP. FH 60' 36' 109' JI' 57' 52" 38' 138.27' 45' 165.30' IA 0 IND/CA TES SET J/4" IP W/ DISC "LS 8414" £ □ INDICATES SET LMJ "LS 8414" IN CONCRETE 'TOP OF CURB' CROWN LINE DATA TABLE H b.. IND/CA TES SET STREET SURVl:Y MONUMENT WITH BRASS DISC STAMPED "LS 8414" PER @) REMOVI: POWER POLE @) PROP. 8" PVC SEl\fR @ SE11£11 MH INSTALL POLYMER CONCRETE MANHOLE, PER COG 5-1 SYMBOL LENGTH BEARING/DELTA RADIUS SAN DIEGO REGIONAL STANDARD ORA WING M-10 & M-13 DETAIL SHT. 9 NOUT PER COG 5-7 OR 5-8 CONNECT PROP. 8" PVC SEIIER PER COG 5-7 @ PROP. SEl\fR C/.EA @ EX. 6" SE11£11 LAT. @ CONNECT 18" RCP @ PROP. STORM DRAIN @ SMALL TREE l\fil P (PUB) TO EXIST. CURB INLET C/.EANOUT TYPE-A4 PER SDRSD 0-09 ER SDCDS GS-1.01, SEE DETAIL SHT. 9 FOR DRAINAGE MOD/FICA 1/0N SEE LANDSCAPING PLANS FDR TREE SPECIES 20 10 0 20 ___ ----'-40 SCALE IN FEET GRAPHIC SCALE SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suite 200 2929 E. Camelback Rd., Suile 114 San Marcos, CA 92078 Phoenix, AZ 85016 P: 160-144-0011 P: 620-902-5866 60 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION (c~ 34.34' 013' 34' 08" 145.00' (L1J 116.36' S28" 09' OO"E - @ 64.23' S42' 14' 15"E - STRUCTURAL (POST-CONSTRUCTION) BllP TABLE STORMWA 1ER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOD/FICA 1/0N? Ea STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS a YES (SEE SWMP FOR DOCUMENTATION) NO TYPE DESCRIPTION OWNERSHIP :MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY TC-32 TREE WELL HARDING ST. YES 4 & 9 MONTHLY & NEIGHBORHOOD LP AFTER STORM I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS SURFACE & U11U11ES ROW 2021 0591 HARDING STREET SOP15 18 ICOP16 04 APPROVED: JASON S. GELOERT ENGINEERING MANAGER RCE 63912 EXP.9/JO/22 DAlE DAlE INITIAL DAlE INITIAL IRVWO BY: 11 PROJECT NO. II DRAWING NO.I OlHER APPROVAL CITY APPROVAL : CHKO BY: MS 16-01 fill. L \I' I • 0 TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DR Lu ::; t-= 70 :.: Ii '"' ::t: ::t: ::. 0 Q " ' -.., <o ~ ~ Q -~LI. L,_ <o -~ + ~ ~ ~ ~ '~ r--:: --Q ,~ ) (0 ·-,., '--- 'tj-<o !z! \ EX. GROUND @ CROl+N 5 °, _, IC) :i OF CAROL ST. (0 \ " 6 ,R : -I 8.7%) '---. 60 i ( ,%) j , ( 0.6 ;J ' ~· "; ~ --1 4" 1.1 -~ -r ,____----__ i ~--_.L --------~ --- 11 !'->I Tl D ()f' D flD R" 01 ~ 11 __. . .v ~ w, TERP\ ,' C-90/: \ ' ' ' ' I I \ I I I '---EX. 8" W1R. MAIN ON : : JEFFERSON ST. I I "VC ---------,,.,, liil C. Cl nn, r 'i \1.-1-. V ,.c, -----------------------~----- I'"- 50 ~ EX. 8" SE' -R IE: 51 83 270' ± 9+80 10+00 11+00 12+00 11 EX. R/W I I I EX. R/W I CAROL PLACE SURFACE & WATER PROFILE STA: 10+30-13+30 '\ 1, I I I I I I I I ,I) I I I 18 I f I I I ;~7'Trr-'+,--4-+~ I -~~~ I I -X . • • I I 4 I • I • I I 11 I / E \ SEE SHEET 7 FOR JfITTRSON ST. IMPROVEMENTS 1 6 J ~ 2 "' ~ 12 ~~ ...J ~ ...J « G ·,,., ...J b ~~ "" j-.. O> L,J N .,; "' "' ~ a ... tO -N ~ ""1:2 N g N h I{) ... "' I{) N ~ ...... -a ~ ,,., -:5 c,j CJ f..C O> e!: a " IX) Si :;,: N V, (D :t: tO t;J + "' "' 6 I{) + c:, "-' ~ + tl! 0 • 0 ~~ "' --0 c.: -G - 10 □ ---+ - -_.....,, __ = 7+85.13 ~ JEFFERSON f T. /i/,,f:\\~// / :~ , /~/,:--. ~ 2 I g~-1----20, oo/ •/\/ ~/ /-~~3::9< 8 1 o+ 1 o.oo 5. 71'R"':t'+++mL......:.,,---11--,.~i--:--r~ffl!l,'--;~'.#c4-;;",.-"_ •<1¼.(,;-e;::. ·""·_~ ~ T, ""-"'9s!W'""""" H 10+10.00 11.12'R B 10+10.00 15.54'R WARNING!! DO NOT CUT AC PIP£ REPLACE JOINT TO JOINT I I I I I I I I-,, I ttl !~ I C/'J • ~ -tO '-' I I I TJI i-i+ , :l:! I I I I EX. I I R/W I \ , ' I I <o 0 CAROL PLACE PLAN STA: 10+00-13+20 SCALE: 1" = 20' 20 D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 10 SCALE: 1" = 20' H SCALE: 1• = 4' V 0 20 SCALE IN FEET GRAPHIC SCALE 40 60 -+ FINISHED G ADE 0 vr "· • .... a" ;:.s:w,;;c 11: 52.91 'a ~ Ir, 0~ 1f '13 I'S. -" 80 L=53.67' L=151.21' L=48.92' L/4=13.42 L/8=18.90 L/4=12.23 .... <o ' ' ' ::5 Lu .., I,.; $1;;-' ~ =,.Q . " ~~ ,.. 0 i:i,@ On ii:, ::t: a.. -'1-'VJ :::..o..=---e ~-e -O'.l k .9 IC) ~~ ~ ' "' 0~ ,.,, ~ l!i ~ ~ ,-J a:: -h ~ ' Lu a.. " ;§ ~ ~ ,._ .., -~ C -<o -i3 Li ----' \ . ~ ,fElJN '7E""PO ~s ' M, "ON.TINUA.1 ')N \ I . 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';::: 0) o._______i; -..., 0) -~ -. -+ .. f; <o ,t -Q ~ ;:. 0 N N c ~ ~ '<I-~~ <!:> • • r----tO I{) '<I-,., N N -O'.) .., -N -'": + ---..J • .. 0 oa:: -~~ -~ _____to 1:---G:i--'<c s: ------~ <o -..• " "" <O ~ ci CD -tO "'~ <O ~ -~ •• <o -<o [ .ii (.j "' tO ;::!= • +!2 .. li .'.J .:.; VJ .:.; _:_; .. :«: .. .:.: It ;-i:lj-V .. .. .. v, td-~ Lu -~ u. --w -w +~ w ~ic: ci t2: w •• <o VJ uJ ! 1_ PLANS OR , __ GGN-nM MIGN- ,..: d \ -..: ' VJ •• <o ; ' I I I !, ,I /\.. __, \ I \ I OF SKI? , "PVC' EWER IE 53.3 -i?-.7' @. %SW 'E • ' ) / T ' IE 53.0 5 32.7'± PVC UNE EX. TO OF CU 60 "~ B ~ 2.0, 0.6 ~ -~ ,..: . 1/i E)f. TOP VJ ci ~· .,1:JRE G,6~ -C .f\% -o.5, 0.5' ·:5%--·v,6/"o ·u.51 ' ( 0.1 %) -" ~ " ' ,. ---- TOP OF C ,IRB (PRVT) SWR. CAROL PLACE CUL-DE-SAC PROFILE 13+00 13+30 +01 .84 14.49'L 5 12+ 7.14 7.66'R 4 ~ 2 5' DRVWY. SOR D-G-14D 8 ,.__ 13 3 G ALL ACnVE WA lfR SERVICES AFFECTED "- BY WATER MAIN REPLACEMENT SHALL BE REMOVED ' , AND REPLACED PER CMWD STANDARDS SWS ENGINEERING, INC. C!YIL ENGINEER.ING • LAND PLANNING • SURVEYING CONSTRUCTION NOTES: (]) 6" TYPE 'G' CURB & GUTTER PER SDRSD G-2 ® EXISnNG 6" CURB & GUTTER TO REMAIN (D 4" PCC SIDEWALK PER SDRSD G-7 SCALE: 1" = 20' H SCALE: 1" = 4' V © PCC DRIVEWAY PER SDRSD G-14A, G-14D, COC GS-12 AS NOTED ® MATCH [X/SnNG TOP OF CURB ELEVA noN @ MATCH EXISnNG SIDEWALK (z) MATCH EXISnNG ASPHALT @ CONNECT TO PROP. 8" WATER @ unUTY SERVICE TRENCH PER CITY STANDARD COCSD GS-26,S-5 @) 2" WATER W/RP BF PREVENTER PER CMWD W-4 & W-20 @ 1" IRRIGATION METER 2" BF PREVENTER PER CMWD W-4 & W-20 @ FIRE HYDRANT PER CMWD W-12 @ 2" BLOWOFF PER CMWD W-6 @) 8/0RETENTION CURB OUTLET PER SDRSD D-25A @) ROLLED CURB & GUTTER PER SDRSD G-4, SEE DETAIL SHT. 9 @ CAP PROP. WATERLINE @ PROTECT EX. POWER POLE IN PLACE @) PROP. STREET LIGHT PER SDRSD E-1 & E-2 CE EXISnNG CURB RAMPS PER SDRSD G-27 @) REPLA (??) REPLA @) PROP. @REMO @ PROP. @ SEWER CE EXISnNG CURB RAMP PER TYPE-8 SDRSD G-28 2' MANUAL AIR RELEASE VAL VE PER CMWD W-6 VE POWER POLE 8' PVC SEWER MH INSTALL POLYMER CONCRETE MANHOLE, PER COC S-1 DETAIL SHT. 9 SEVrfR CLEANOUT PER COC S-7 OR S-8 @ PROP. @ CONN£ @ CURB @ ROLLED CT TO EX. SEWER PER COC S-7 OUTLET PER SDRSD D-25A, SEE DETAIL SHT. 9 CURB TRANSJnON PER SDRSD G-048, SEE DETAIL SHT. 9 CROWN LINE DATA TABLE SYMBO L LENGTH BEARING/DEL TA RADIUS L3 262.26' S61. 50' 54"W - 1635 Lake San Marcos Drive, Suite 200 2929 E. Camelback Rd., Suite 114 San Marcns, CA 92078 Phoenix, AZ 85016 P: 760-744-0011 P: 620-902-5866 DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE @ SAWCUT & GRIND AND OVERLAY EXISTING PA 1/EMENT, DETAIL A SHT.9 @ REMOVE EX. & INSTALL NEW FIRE HYDRANT PER CMWD W-12. CONNECT TO PROP. 8" W/B"x6'x8" TEE AND 6" GV PER CMWD W-16 AND 1B PER CMWD W-15 @ 8" FIRE SERVICE WITH DCDA PER CMWD W-22. CONNECT TO PROP. 8' WATER. INSTALL 8" GV PER CMWD W-16 AND TB PER CMWD W-15 @ 8" PROP. WATER MAIN. CONNECT TO EX. 8" WATER MAIN IN JEFFERSON ST. W/8" TEE AND GV & SPOOL TO NEAREST AC JOINT PER CMWD AND 1B PER CMWD W-15 0 PROTECT EXISTING SEWER LATERALS IN PLACE * FOR CURB & UTILITY DA TA TABLES SEE SHEET 6 w 60' w 60' w 60' w 60' w 60' STREET MON. LEGEND £ e IND/CA TES FOUND MONUMENT AS NOTED £. ■ IND/CA TES FOUND LEAD & DISC AS NOTED £ .._ IND/CA TES FOUND IIEU MONUMENT AS NOTED £ 0 IND/CA TES FOUND 1 /2" IP, OPEN. ACCEPTED AS MON. PER MAP 2969 £ 0 INDICATES SET 2" IP W/ DISC "LS 8414' £ 0 INDICATES SET J/4" IP W/ DISC "LS 8414" £ □ IND/CA TES SET L&D "LS 8414" IN CONCRETE 'TOP OF CURB' Lfb. b. IND/CA TES SET STREET SURVEY MONUMENT ltlTH BRASS DISC STAMPED "LS 8414" PER SAN DIEGO REGIONAL STANDARD DRA IIING M-10 & M-13 CUL-DE-SAC CENTER DIMENSION TABLE (MODIFIED FROM COG STND. GS-4) CAROL PLACE CURVE IA CURB PROP LINE p D ~ R L R L 36' NA JO' 47' 56' 100' 53. 75' 52' 41.08' CURVE IB CURB PROP LINE p D ~ R L R L 36' NA 28'4'13' 100' 48.50' 20' 10.82' CURVE 2 CURB p D ~ R L 36' NA 239' 35' 48" 36' 150.54' CURVE-2A EX. ff_ PROP LINE p D ~ R L 36' NA 75· 48' 15" 50' 66.15' CURVE-2B PROP. ff_ PROP LINE p D ~ R L 36' NA 115" 12· 07" 43' 116.48' I SH5ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTIIENTS SURFACE & UT/LlnES CAROL PL ROW 2021-0591 SDP15-18/COP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/22 DAlE INITIAL DAlE INITIAL PROJECT NO. OTHER APPROVAL CITY APPROVAL IRVWD BY: : CHKD BY: 11 MS 16-01 I DRAWING NO. [";;\T[ [ie:_ 2CJ, 21 112Ju1· LyHuJ'S,crCcl ~lll:i· I -I::)\ 1~:JJ C:cri'3lr~•:...'."\II. ·1-·1·1·~1_11.,_f__(::;-~\f-c;-_'.-J l_.d.,: TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DR CURB DATA TABLE WATERLINE AND FIRE SERVICE DATA TABLE SYMBOL LENGTH BEARING/DELTA RADIUS DESCRIPTION SYM LENGTH BEARING DESCRIPTION @] 25.47' 072' 58' 46" 20.00' 6" TYPE "G" CURB ct GUTTER G) 39.08' N61"48'14"E 8" (PUBLIC) PVC C-900 (DR-14) @] 34.34' 013• 34• 08" 145.00' 6" TYPE "G" CURB ct GUTTER 0 146.88' S28"08' 44"E 8" (PUBLIC) PVC C-900 (DR-14) E] 23.12' 038' 57' 39" 34.00' 6" TYPE "G" CURB ct GUTTER 0 34.40' S61'47'04"W 8" (PUBLIC) PVC C-900 (DR-14) § 49.18' 028' 10' 51'' 100.00' 6" TYPE "G" CURB ct GUTTER © 81.09' S28'08' 44"E 8" (PUBLIC) PVC C-900 (DR-14) eJ 138.07' 208" 10' 51" 38.00' 6" TYPE "G" CURB ct GUTTER G) 3.00' S28'08' 44"E 8" (PUBLIC) PVC C-900 (DR-14) [§] 27.12' 077' 41' 13" 20.00' 6" TYPE "G" CURB ct GUTTER © 13.89' S28'08' 44"E 6" (PUBLIC) PVC C-900 (DR-14) e] 53.07' 030' 50' 54" 98.57' 6" TYPE "G" CURB ct GUTTER 0 278.98' N61 '51 '32"E 8" (PUBLIC) PVC C-900 (DR-14) @?_] 150.54' 239' 35' 48" 36.00' 6" TYPE "G" CURB ct GUTTER ® 32.21' N28'09'05•w 6" (PUBLIC) PVC C-900 (DR-14) e] 48.99' 028' 05' 40" 99.92' 6" TYPE "G" CURB ct GUTTER ® 11.56' S28'10'25"E 6" (PUBLIC) PVC C-900 (DR-14) ~ 41.60' 082' 11' 21· 29.00' 6" TYPE "G" CURB ct GUTTER @ 17.35' S28'00'00"E 8" (PUBLIC) PVC C-900 (DR-14) ~ 35.42' 070' 20' 32" 28.85' 6" TYPE "G" CURB ct GUTTER @ 22.54' N61 '51 '32"E 8" (PUBLIC) PVC C-900 (DR-14) @] 1.56' N61' 53' 09"E -6" TYPE "G" CURB ct GUTTER [ill 25.29' N61' 43' 21 "E -6" TYPE "G" CURB ct GUTTER ~ 8.01' N28' 04' 48"W -6" TYPE "G" CURB ct GUTTER ~ 5.51' S27' 56' 17"E -6" TYPE "G" CURB ct GUTTER ~ 50.06' S56' 19' 40"E -6" TYPE "G" CURB ct GUTTER [ill 4.79' N27" 32' 40"W -6" TYPE "G" CURB ct GUTTER [ill 10.81' S62' 23' 45"W -6" TYPE "G" CURB ct GUTTER ~ 5.00' S62' 23' 45"W -• 6" ROLLED CURB 1RANS. ~ 18.19' S61' 38' 27"W -., 6" ROLLED CURB ~ 5.00' S61' 40' 04"W -• 6" ROLLED CURB 1RANS. 0 6.00' S61' 40' 49"W -6" TYPE "G" CURB ct GUTTER ~ 1.13' N61' 44' 20"E -6" TYPE "G" CURB ct GUTTER [@] 5.82' S61' 55' 40"W -6" TYPE "G" CURB ct GUTTER ~ 26.00' N28" oo' oo·w -6" TYPE "G" CURB ct GUTTER ~ 12.80' S28' 10' 14"E -6" TYPE "G" CURB ct GUTTER ~ 26.00' S28' 26' 45"E -6" TYPE "G" CURB ct GUTTER ~ 10.97' S28' 20' 39"E -6" TYPE "G" CURB ct GUTTER • 6" ROLLED CURB 1RANS., SEE DETAIL SHITT 9 SDRSD G-048 .. 6. ROLLED CURB SEE, SEE DETAIL SHEET 9 SDRSD G-4A TYPE A ~ESS/~ ~ SWS ENGINEERING, INC. ~ ~~ ·• I ' LAND PLANNING SURVEYING !,:j r.7[} A r CIVIL ENGINEERING • • ::ti f/. II 1635 Lake San Marcos Drive, Suite 200 2929 E. Camelback Rd., Suite 114 ~ C\~--'!4023 * EJl!e San Marcos, CA 92078 Phoenix, AZ 85016 ~c,v,V~ " P: 160-144-0011 P: 620-902-5866 OF CA\.\' D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 SEWER LINE LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION 0 223.71' S28'07'29"E B" (PUB) PVC, C900, DR-18 0 25.05' S22'36' 43"E 8" (PRvr) PVC, C900, DR-18 <!> 32. 73' N67'24'33"E 8" (PRvr) PVC, C900, DR-18 <v 30.19' N28'00'11 "W 6" (PRVT) PVC, C900, DR-18 DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL STORM DRAIN LINE DATA TABLE SYM LENGTH BEARING DESCRIPTION CD 17.79' N61 "59'39"E 6" PVC 0 11.98' N26'28'19"E 6" PVC 0 33.18' N1 9'04'11 "E 18" RCP 1350-0 I SH~ETS I I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS HARDING ST ct CAROL PL CURB ct unurr DA TA TABLES ROW 2021-0591 SDP15-18/CDP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/JO/22 DAlE II DRAWING NO.I IRVWD BY: 11 PROJECT NO. DAlE INITIAL : CHKD BY: MS 16-01 CITY APPROVAL ,.~T,. l,s,. flll.L\I' rr r r r . ~l. ' I I I . I ,),. I I • 0 I -H r r . TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DREX. R/W •• /Q -. Q A 6 Q C\j EX. -~-~-aC----~--R/W" ---~ --R/W---1 J EX. -+-+-. --1!/'JI-~ 6 5 EX SIDEWALK (!) ffi Q .<>: ~ ;;:; F.! oi ~ -:;;; 8 <>: ":i ... -<>: -4-j:!: .... <n REMOVE EX SIGN _J 1 1 J 18 JEFFERSON ST. PLAN STA: 6+50-8+00 _ .:_ ~-EX. R/W ___ _ !,11 .. 5 FL /: "" -----· 60.BJ TC (MATCH) (60.50 FS) -61.06 TC !" "' C (61.10 FS) +00 I I SCALE: 1" = 20' \ -· 60.1t6 i:· . . ~::::.:!J:""'~~'-'-2..':I;~!::::~ . (6~:;a:11 • 6.0% .···.~1· .Hi -~, 6.0% 61.70 FS 8' (61.20 FS) (60.56 FS) 60.89 TC (60.49 FS) 60.84 TC (MATCH) --\ : . ' (MA+CHt--------EX. R/W - ----10 DETAIL = RAISED CROSSWALK • I I I I I I I I , I , ... r; 5 '.] I J -- -0 10 SCALE: 1" = 10' SCALE IN FEET GRAPHIC SCALE a· 2' 10' ASPHALT OVERLAY a· 2' M~~~~A~~ r_.6~··• ;· .•,·:•'.•i•:•·:,,•···,·•···;,}•;,._~:,••··•·•·:•••·•••·Tt···, .... ,.6J ~~~~~L~X. ~i;-~3~~i;;;:l~fi,,~~l:~~~~~~~~,~~.,,;,~!>~ GRIND & ~ EX. PVMT GRIND & OVERLAY OVERLAY SECTION C-C: RAISED CROSSWALK NO SCALE D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 30 20 ---__ -?-:=I A=H=EA-=D:--:: __ ~ _ =::rl / ----,u_;:rJ --------/ .. JEFFERSON STREET ~--....------I EX. BIKE SIGN .. / ~ 20 10 0 20 40 60 SCALE IN FEET GRAPHIC SCALE REMOVE AND RELOCATE EX SIGN EX SIGN TO REMAIN .... ..... ~ \ \ ~ '1 <;( $ ...J 0 2: ~ ~ ----I 0 0 + n N ' I 0 I 0 I ~T EX SIGN TO "' REMAIN "' X SIGN TO R AIN EX. ~==:;:::::_-- -R/W . -i a.. 0 16 4J' I-C--; . ""'\c=,,,---:;--'--s;\l I 1--' r /[f /· HARDING\ ST. . I EX. .----,c;-~-R/W-DETAIL = MAGNOLIA AVE AND HARDING ST.CROSSWALK SCALE: 1" = 10' SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suite 200 2929 E. Camelback Rd.1 Suite 114 San Marcos, CA 92078 Phoenix, AZ 85016 P: 760•744-0011 P: 620-902-5866 10 5 0 DAlE INITIAL ENGINEER OF WORK ' ' . ~ ·----10 20 30 SCALE IN FEET GRAPHIC SCALE REVISION DESCRIPTION LEGEND AC PAVING/BASE (MIN. 4" AC/4" AB•) PAVEMENT RESURFACING (2" GRIND & OVERLAY) TRENCH RESURFACING PROPOSED CURB AND GUTTER PROPOSED ROLLED CURB & GUTTER PROPOSED CONCRETE SIDEWALK PROPOSED DRIVEWAY APPROACH PROPOSED PED. RAMP COCSD GS-27 SDRSD G-2 (TYPE-G) SDRSD G-04A TYPE -A SDRSD G-7 & G-9 SDRSD G-14B & G-14D SDRSD G-27 CONSTRUCTION NOTES: G) 6" TYPE 'G' CURB & GUTTER PER SDRSD G-2 @ EXISTING 6" CURB & GUTTER TO REMAIN Q) 4" PCC SIDEWALK PER SDRSD G-7 © NOT USED @ MATCH EXISTING TOP OF CURB ELEVATION @ MATCH EXISTING SIDEWALK 0 MATCH EXISTING ASPHALT @) 8/0RETENTION CURB OUTLET PER SDRSD D-25A @) RED CURB @ RAISED ROAD CROSSING SEE DETAIL 'A' SHT. 8 @) CURB PER SDRSD G-1 W/1H VARIABLE CURB FACE @) IO'xJ' YELLOW TRUNCATED DOME PER SDRSD G-JO @) CURB CHANNEL PER DETAIL 'A' SHT. 8 I····•. · ... :. ····.·· .. .::· .. 1 .. . .. . ' . . ... . . . . .... . . . ··-. . . ' .. ; ~ I~ @ SOLID STEEL PLATE W/ NON-SUP SURFACE OVER CURB CHANNEL. SEE DETAIL 'A' SHT. 8 @ STAINLESS STEAL GRATE. ZORRO GRATE /G6876177 OR EQUAL, OVER CURB CHANNEL. SEE DETAIL 'A' SHT. 8 @ CAP EXISTING WA TERUNE @NOT USED @ PROP. STREET UGHT @ REPLACE EXISTING CURB RAMPS PER SDRSD G-27 @ REPLACE EXISTING CURB RAMP PER TYPE-8 SDRSD G-28 @) EX. SDGttE EASEMENT TO REMAIN @ FURNISH AND INSTALL CARMANAH R920-E SOLAR RECTANGULAR RAPID FLASHING BEACON ASSEMBLY (OR APPROVED EQUAL) ON TELESPAR POST. SEE DETAIL 'D' SHT. 8 @) CROSSWALK APPROACH PAVEMENT MARKING PER CA MUTCD RGURE JB-JO OPTION "A". SEE DETAIL '8' SHT. 8 @) YELLOW 1HERMOPLASTIC CONTINENTAL CROSSWALK PER MARKINGS PER CA MUTCD RGURE JB-19. W=IO' BANDS' 2' WIDE, J' APART PER CAL TRANS PLAN A24F. SEE DETAIL 'C' SHT. 8 @) INSTALL BIKE SIGN Wit-I PER CA MUTCD ON EXISTING SIGN POLE @ INSTALL STOP HERE Rl-5 PER CA MUTCD SIGN POLE (@ WARNING MARKINGS PER CA MUTCD RGURE JB-JI @ INSTALL NO OUTLET W14-2 PER CA MUTCD SIGN POLE @ INSTALL 1HERMOPLASTIC MARKING AND UMIT LINE PER CA MUTCD @ SA WCUT & GRIND AND OVERLAY EXISTING PAVEMENT, DETAIL A SHT.9 CROSSWALK NOTES: 1. CONTINENTAL CROSSWALK MARKINGS SHALL BE AUGNED PARALLEL TO 1HE DIRECTION OF VEHICULAR TRAVEL. 2. UMIT UNES SHALL BE INSTALLED A MINIMUM OF 4 FEET IN ADVANCE OF MARKED CROSSWALKS FOR 1HE APPROACH LANES AT ALL CONTROLLED CROSSINGS. J. CONTINENTAL CROSSWALK BARS SHALL BE UNIFORM ~1HIN 1HE SAME CROSSING. NO PARTIAL BARS SHALL BE INSTALLED. 4. A CROSSWALK BAR SHALL BE CENTERED IN 1HE CENTER OF 1HE CROSSING. 5. CROSSWALK MARKINGS SHALL BE CALIFORNIA MANUAL ON UNIFORM TRAmc CONTROL DEVICES (CA-MUTCD) RETROREFLECTIV/TY COMPLIANT AND SKID RESISTANT. I SH~ET I I SH~ETS I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS SURFACE, UTILITIES & DETAILS JEFFERSON ST./MAGNOUA/HARDING ST. ROW 2021-0591 SDP15-18/CDP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/J0/22 DAlE IRVWD BY: 11 PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL : CHKD BY: MS 16-01 OTHER APPROVAL CITY APPROVAL L~.L.ll: '~::n -1,~, 2::2. 2:2'::p~~ :,y:::lris.~,:ss FIi F. 7. \F c; CP1 ··, - 1 'J .~FT, 11,.tr-, :\.IF 1-1 IJ_IP-7-A-,IF""F'.'·'•0I c-1· TK/JNDocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A1/19/2022 532-9 SECTION A-A SECTION B-B DR 6" CURB PER SDRSD G-1 FLUSH CURB HEIGHT VARIES 0"-6" PAINT CURB YELLOW CONCRETE SIDEWALK PER SDRSD G-7 TRAFFIC RA TED STAINLESS STEEL-~ GRATE COVER ZERO GRATE jG6876177 OR EQUAL, FLUSH W/TC, X=TC EL PER PLAN RAISED CROSSWALK FLUSH WITH TC TRUNCATED DOMES PER SDRSD G-3D & CONSTRUCTION NOTES HEREON 2JC MAX ... NOTCH=THICKNESs-=:--- OF STEEL COVER (TYP.) 6" CURB PER SDRSD G-1 EXPANSION JOINT PER G-10 18" r 1 X=TC EL. PER PLAN TRUNCATED---._ DOMES PER SDRSD G-30 & CONSTRUCTION NOTES HEREON A SOLID STEEL PLATE W/NON-SLIP SURFACE, COVER FLUSH W/TC 5' WIDE CONTIGUOUS SIDEWALK NOTCH= THICKNESS OF GRATE (TYP.) CONCRETE SIDEWALK PER SDRSD G-7 2JC MAX CONTIGUOUS SIDEWALK VARIABLE HEIGHT CURBFACE , . 6" CURB PER SDRSD G-7 FLUSH CURB HEIGHT VARIES O" -6" PAINT CURB YELLOW CONCRETE SIDEWALK PER SDRSD G-7 6" CURB PER SDRSD G-1 W/ROUNDED END TRAFFIC RA TED STAINLESS STEEL GRATE COVER, ZERO GRATE jG6876177 OR EQUAL, FLUSH W/TC X=TC EL PER PLAN 18" X=TC EL. PER PLAN TRAFFIC RA TED STAINLESS STEEL GRATE COVER, ZERO GRATE jG6876177 OR EQUAL, FLUSH W/TC SOLID STEEL PLATE COVER FLUSH, ZERO GRATE jG6876177 OR EQUAL, W/TC 2JC MAX r--r----7":"""'"";-f'<:l!..p .... i,. ~ 3! MAX CONTIGUOUS SIDEWALi< _ . ~ . ~ . • 6" CURB & GUTTER SDRSD G-2 TYPE G 6" CURB PER SDRSD G-1 NOTCH= THICKNESS OF GRATE (TYP.) 6" CURB & GUTTER SDRSD G-2 TYPE G NO SCALE EXPANSION JOINT PER G-10 NO SCALE D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 DETAIL ''A" CURB CHANNEL IN RAISED CROSSWALK DETAIL DETAIL "B" 12" WHITE MARKINGS PREFORMED THERMOPLASTIC TAPE SPEED TABLE PAVEMENT MARKINGS NO SCALE NO SCALE 10' DETAIL "C" _J 2' YELLOW MARKINGS PREFORMED 7 THERMOPLASTIC TAPE CONTINENTAL CROSSWALK NO SCALE TOP MOUNTED SOLAR PANELS WITH CHARGE CONTROLLER AND ANTI-THEFT FASTNERS FLUORESCENT GREEN S1-1 (DOUBLE SIDED) (36" X 35" Bl-DIRECTIONAL LIGHT BAR FLUORESCENT GREEN W16-7P (DOUBLE SIDED) (24" X 12") MODIFIED 2.5" SQUARE GAL VAN/ZED STEEL TELESPAR POST PER SDRSD M-45 ADA COMPLIANT 2" PEDESTRIAN PUSH BUTTON WITH SIGN PLACARD FINISHED SURFACE MODIFIED 7 GUAGE HEAVY DUTY ANCHOR SLEEVE & POST PER SDRSD M-45 PCC SHALL BE 560-C 3250 PER SECTION 201-1 SSPWC • ... • I ,..., • ' • • ·:· ·~ lO <JI, -:. ~ . ... . ' It) .__,_-,--4__._ I') :-.. •:'· ·'"~-.: -·: .. : .. -.; : !,~_:::-.: 12· I DETAIL "D" TELESPAR FLASHING BEACON DETAIL NO SCALE SWS ENGINEERING, INC. CIVIL ENGINEERING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suite 200 2929 E. Camelback Rd., Suite 114 San Marcos, CA 92078 Phoenix, AZ 85016 P: 160-144-0011 P: 620-902-5866 DAlE INITIAL ENGINEER OF WORK DAlE INITIAL REVISION DESCRIPTION OlHER APPROVAL I SH~T I CITY OF CARLSBAD I SHE~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS SURFACE, UTILITIES &: DETAILS JEFFERSON ST. ROW 2021-0591 SDP15-18 ICDP16-04 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/JO/22 DAlE IRVWD BY: 11 PROJECT NO. II DRAWING NO.I DAlE INITIAL CITY APPROVAL : CHKD BY: MS 16-01 flll.L\I' I • 0 TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022 532-9DR NOTES: RErL<CEDl S1DEWALK ' -·:< ' ----..._ ..... ----EXISm,G SURFACE (RECOMM END[D) -.., FOLD LI NER 6" AT \ 8CCK OF SID FWAI K \ R/W-, \ ; ~U,-0~1-00-N~I c-'.'.Jb~/-;/ DM<Rl[I\ P[F' SCRSD L-DG ""--.,._,,. r~oBc7Ri1~~T~~k ~,\ SURSU L-Ob SECTION B-B m 1'-0" X t!l <( L2 Ct:'. <:( , LU _J N CL o_ ' 30 MIL SIDEWALK· 1 ROOT BALL ,,..--EXPAf\J5I0N .. UIN I, PER / L-0.3 -yp_ A.LL SIDES I / #4 @ 1/j" o.c (/; DO T I WAYS / rEXISTi f\lG I 1 I SIOEV-/ALK 30 MIL PLAST:C, LINER~.-~·•~: #L @ 1s" o.c~: . ;.·~7'<~'cf"=' '==s;¢="""°" 3,J MIL 1 ~ P _ASTIC N 2 LI ti ER DC Tl I WAYS ~• ;.,· J:X:,VJ) 3" SH~EDDEO--~ H1iRCWOOO MULCH ROO T CONTROL BARRIER PFR sn;:sD I -\,6 STRUCTUFc·A L SOIL__./ SECTION A-A 1 9" (TYP.) 95~~ COMPACTl'.Jr~ ·n UNDER COi'J CRE TE FRA.ME, TYP. ROO T CONTROL BARRIER PER snR?l) I -06 '-6'' SAND FILTER LAYER 1. REFER TO CS-1.00 FOR .ALL DcTAILS NOT SHOmJ HERE. (PFR r;=-orF:-::H, SFF (-;;'.', 1 n~) 2. TR:::E SIZE & TYPE l'ER CESIGf,J !"LA.NS. DRAWING NOT TO SCALE ls:['.'SIIJl'S .,1ppp=1'/ED 0,',TE S,AN DIEGO COUN TY DESI GN STANDARD ~EcmJfAENCrn BY CHAP.LC$ MOl-l~LCCK, P.[ CRIGH~ll,L 10-01-2]1·~ ~':""'.':"":"."'__C'"""':'_"""":cce.,_':'cj----------------------j REVISED 03-08-2021 H cc,,:o JY c01,m rncmcc SMALL TREE >---+---+------< ~c 311s121 WELL ,,LLIAM P MO,GAN PE JRAWlf!G ~UM BER GS-1.01 RCF. WJ. 4!H5?, "XP 9/.'ifl '?O?? A STANDARD CAST IRON MANHOLE FRAME & COVER -SEE DWG. NO. S4. 12• WIDE X s• lHICK CLASS 560-C-3250 CONCRETE COLLAR Wlll--l J" ASPHALT CONCRETE Ov£RLAY (TYPICAL). VARIABLE 3' DIA. "'-JOINT DETAIL ~;:;: THIS SHEET ·); SECTION A-A PAVEMENT OR FINISH GRADE. ~ t BUTYL MASTIC ADJUST WITH RUBBER GASKET (OPTIONAL) ·r POLYMER CONCRETE RINGS AS REQUIRED TO MATCH GRADE. \~.: MI\X.=11", :::; MIN.=5", JOINT DETAIL TOP•2-2 1/2• RINGS. A NOTES: I,, ALL PtPE IN MANHOLE SHALL BE PVC OR VITRIFIED CLAY PIPE AND SHALL BE INCLUDED AS PART OF MANHOLE, EXCEPT WHERE PRE-CAST BASE JS USED OR OTHERWISE APPROVED. 2. MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF ASTh1 C-478. 3. EACH SHAFT AND RISER JOINT SHALL BE SEALED PER JOINT DETAIL WITH Bum RUBBER SEALANT ROPE. SEE DETAIL THIS SHEET. 4. PROVIDE PIPE TO MANHOLE CONNECTORS WITH PRE-CAST POL 'tMER BASE. IN. SLO E 1" PER FT. INVERT GRAD MIN. DEPTH= SECTION C-C FOR JUNCTION MANHOLES AND CHANGE IN SEWER ALIGNMENT, FORM Tl-IE CHANNELS TO FACILITATE THE FLOW OF SEWAGE. INVERTS SHALL BE lRUE TO GRADE AND ALIGNMENT, FINISHED 'MTH SMOOTH SURFACE, ANO MAINTAIN 0.2' DROP ACROSS THE UANHOLE. PRE-CAST --A , BE APPROVED BY CllY ENGINEER PLAN B-B NOT TO SCALE REV. APPROVED DA TE CITY OF CARLSBAD STANDARD SEWER MANHOLE D: \DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 2/23/17 CITY ENGtNEER STANDARD DWG, NO. DATE S-1 1/2'' R J-5/8" ELEVATION PL /: p,1, ON PROFILE -,----',-~~ 0 I t/2"' R ' 0 I NOTES: o 2'' WlAKlNl D ?LJ\NE JOINT 2' o" --1 "/2" ,---3• R CD ~ w "' z u :::l 1 2'-6" R ' I \ I , I TYPE A CURB AREA (2,29 SQ, FT.) TYPE B CURB AREA (2.44 SQ. FT.) 2'-o" 11/16" .,_,<I . _,_ I. TRANSITIOfl TO 1YPE G OR H CURB AT AU CURB RETURNS, EXCEPT WHERE CURB RAMPS ,ARE PROVIDED, A~D AT ALL CUL-DE-SACS WITH DRAINAGE STRUCTURES, SEE STANDARD JRAWl'IG G-LB FOR DETAILS, 2 CONCRETE SHALL BE 520 C 2500, 3, SEE STANDARD DRAWINGS G-9 AND G-10 FOR JOINT DETAILS, Revision By Approved Date SAN DIEGO REGION ,l\L STA~DARD DRl\WING ORIGINAL KERCHEv'Al 12/75 ADD METRIC T. STANTON 03/03 T. STANTOtJ 04/06 CURB AND GUTTER -ROLLED UPDATED MR MR/CV 11/11 UPDATED c,, CV 12/15 1/2' R f-1/2" --1--1/2' LEGEND ON PLANS RECOMt.lENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE /{). '25/201.s Chai e·sar, R.C.E. 19246 Date DRAWING NUMBER G-4A Yau created this PDF from an application that is not licensed to print to nova PDF printer (http:/lwww.novapdf.com) "fsi__~ 7 TC ELEV. PER PLAN ROLLED CURs--"'<:- PER STANDARD DRAWING G-4A, TYPE A TC ELEV, PER PLAN NOTES: ROLLED CURB PER STANDARD DRJ\WtNG G-4A, TYPE B TC ELEV, PER PLAN CURB AND GUTTER PER STANDARD DRAWING G-2, TYPE G ,..------,-TC ELEV, PER PLAN ,..--,CURB AND GUTTER PER STANDARD DRAWING G-2, TYPE G 1, REFER TO RSD G-2, TYPE G AND G-4A FOR SPECIFIC DIMENSIONS RELATED TO LEGEND ON PLANS EACH TYPE OF CURB. 2, TRANSITIONS SHOULD OCCUR ALONG THE BACK OF CURB, HOLDING EDGE OF ,:, ,,, PAVEMENT PARALLEL AND CONCENTRIC WITH STREET CENTERLINE, ALTERNATE ALIGNMENTS MAY BE REQUIRED AND ARE AT AGENCY'S DISCRETION, Revision Date 11 /11 UPDATED CV CV 12/15 S,A~ DIEGO REGIONAL STANDA,RD DRAWING CURB AND GUTTER TO ROLLED CURB TRANSITION RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ro/.?5. '2018 19245 Date DRAWING G-04B NUMBER X 2-#4 BARS ""-_j Tl #4 BARS "~I li----it--=-:--,----n, PLACED DIAGONALLY------, A l D2 H4 @ 8" BOTH WAYS BEND DOWN /, 15" (lYP)~/ > ,> v I I / / vv ~l(_J -~ I "' I '-I PLAN TYPE PIPE DIAMETER (D1) X A4 UP TO 39" 4' 42" TO 48" 5' A6 51" TO 60" 6' A7 63" TO 66" 7' AB 69" TO 78" 8' 2" 1Tf--j f- A J ► f- t y z (SEE NOTE 8) (M□x) 4' 6' 4' 6' 4' 5' 4' 7' 4' 8' --SEE M-3 FOR MANHOLE FRAME AND COVER I 30 D LAP (lYP) I --He--1 --~x~-----<T - SECTION A-A NOTES LEGEND ON PLANS ==@J::::= 1, SEE □-I IA AND D-11B FOR ADDITIONAL NOTES AND DETAILS, 2, CONCRETE BASE SHALL BE 560-C-3250, 3, ALL PRECAST COMPONENTS SHALL BE REINFORCED WITH 1/4" DIAMETER STEEL, WOUND SPtRALLY ON 4' CENTERS, 4, ALL JOINTS SHALL BE SET IN CLASS C MORTAR, 5, MAINTAIN 1-1/2" CLEAR SPACING BETWEEN REINFORCING AND CONCRETE SURFACE UNLESS OTHERWISE NOTED. 6, EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A I /2" RADIUS, 7, MANHOLE COVER TO BE MARKED 'STORM DRAIN", 8, MODIFICATIONS TO 'Y" DIMENSION IS REQUIRED IF PtPE (02) EXCEEDS 39". 9, IF CONSTRUCTED ADJACENT TO SIDEWALK, TOP OF MANHOLE AND SLAB TO MATCH SIDEWALK SLOPE AND FINISH, Revision By Approved Date RECOMMENDED sr THE sAN 0IEoo SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITlEE ORIGINAL Kerctievol 12/75 Edited T. Stanton 02/09 J _fl I ) to,.~5/2ots Edited S,S, T, R,g,11, 03/11 STORM DRAIN CLEANOUT -TYPE A Choi,.,csoc R,C,E 192<6 Dot, Edited Edited T.R T. Regello 10/15 M.W M, Widelski 10/15 PA VE:MENT FABRIC @ JOINT 4' MIN SAWCUT LINE NOT TO SCALE DRA\\1NG NUMBER D-09 DETAIL A /SA WCUT, GRIND AND OVERLAY DETAIL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION #4 II 6" OC BOTH ;,, ANCHOR\ ;,, #4@3"0C - \WAYS CONTINUOUS I I l_ --\ ,LI A 1t/l---------HI}----~-- -~ 1 ······· ~ l A L >: ,, ' ' ~ 0 °I l~II (!JJ!ll!I ? ' ) > -: "' ' 11:1 1 I 11 1:1 ANCHOR-¼! i C" ~MONOLITHIC Ill~/ +H~ ~~~ GUTTER C #4 X 3'-c/ I L6" I CURB LINE ~ I DIMENSIONS SHOWN ON PLANS PLAN 4" SEE ANCHOR DETAIL- MAY BE . -1 ~ #4 @ 3" oc 1 8 2• ,/ r MANHOLE FRAME AND COVER, SEE M-2 ELEV SHOWN OPEN n 71T / ~4" MIN I \ ON PLANS CHANNEL ".,, I I / / !#4 @ 3" OC TOTAL 4 \ =s ~#4 @ 6" OC BOTH 1/ ,-1-1/2" I ~ I _wA.;'.:.?:~~N~I_,_ I -i _I , •_.·.• .-1/4":1 SLOPE-' ' " " . . . . ' ... •' .. ~ t -11-• J I • •. ~ ELEV SHOWN "' I I • ON PLANS Ls "' .t --I r-;i n 6" \_ REMOVE EXISTING n ~ SECTION A-A CURB AND GUTTER AND CONSTRUCT GUTTER MONOLITHIC WITH CURB OUTLET w 3" X 3" CONSTRUCTION JOINT'-~ r #4 Ill 6" OC ~TH WAYS ~,~\; "" !::::Q ' 3"--:1 t-! ~~ N --I ,~R~I I\ "'CD:,; I 3•111 v -°' -I #5 BAR7 \ i-,-, I -I ,! ' / dL I I : I .\,r 1-f f ~t', :-I r · ' ,-'1 ' rr-;-.J" LEG @ 90' ,-,. ; J-\ 1 1 /,;_#4 I l T ~2-1/2" X 2" X 1/4" 10" 6" 6" ---I 3' ---1 x 4' GALVN11ZED STEEL ANCHOR DETAIL ANGLE SECTION 8-8 NOTES I. CONCRETE SHALL BE 560-C-3250, 2, D = INSIDE DIAMETER OF PIPE OR DEPTH OF CHANNEL. 3. SECTION TO BE SLOPED LATERALLY 111TH TOP CONFORMING TO THE GRADES OF THE LEGEND ON PLANS EXISTING SIDEWALK AND CURB, 4, MANHOLE FRAME AND COVER MAY BE DELETED 111TH OPEN CHANNEL 5, TROWEL FlNISH TOP SURFACE AND REPRODUCE MARKINGS OF EXISTING SIDEWALK AND CURB. ---9 ---6_ TROWEL FINISH FLOOR OF OUTLET, 7, PROVIDE 1/4" TOOLED GROOVE tN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB. Revision By Approved Date ORIGtNAL Kercheval 12/71 Re11ised T.Stonton 11/03 Edited S.S T. Regello 03/11 Edited I.R T. Regello 10/15 l:.dited ,,w I~. Wicelski 10/18 FWISHED GRADE RECOMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE /I'/? ; J 10/25/2018 CURB OUTLE T -TYPE A Chai!:,'ferson R.C.E. 19246 Date lREE IIEU. lliFROVEMENTS PER CSl.01 ABOVE EXISTING COMPACTED SOIL lf-9" (PER PLAN) A 7RJI.JII DRAIN INSTALL 2• ABOVE FIN1SHED GRADE DRAWING NUMBER t2• LA '!'ER NO. 51 GRA \£I. CONN£CT STORltl DRNN m LA7mo'.L. 1£ PER Pf.ANS s· PERF'. PIP£ D-25A DETAIL B -TREE WELL SUBSURFACE DRAINAGE SWS ENGINEERING, INC. DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL fill, L ,I' I SH~ET I CIVIL ENGINEERING • LAND PLANNING • SURVEYING 1635 Lake San Marcos Drive, Suite 200 San Marcos, CA 92078 P: 160,144-0011 2929 E. Camelback Rd., Suite 114 Phoeoix, AZ 85016 P: 620,902,5866 CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: PACD'IC 1INDS APARTMENTS DETAILS ROW 2021-0591 SDP15-18 ICDP16-04 APPROVED: JASON S, GELDERT ENGtNEERtNG MANAGER RCE 63912 EXP,9/J0/22 DAlE IRVWD BY: 11 PROJECT NO. II DRAWING NO.I : CHKD BY: MS 16-01 I ' 0 TK/JN DocuSign Envelope ID: 6CCBE995-7B13-48F3-BBC7-7A56C8B36C1A 1/19/2022