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Home My WebLink AboutDWG 535-1; CT 2018-0002; AVIARA APARTMENTS; 01-18C.E.G. No.:06-15-20226/23/20226/23/20229 37C39784106/24/2022MBIAM7/13/2022GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF THESE 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 PROMP71. Y 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 $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A " OR BETTER AND A SIZE CATEGORY OF CLASS Y OR BETTER AS ESTABUSHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE 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 T/71.E SHEET. 8. ORIGINAL ORA WINGS 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 STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIEW TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING Of WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT f760l 4.38-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2;00 P.M, ON THE DAY BEFORE THE INSPECTION JS NEEDED, INSPECTIONS WILL BE MADE THE NEXT 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 THE SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TIU,E B CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZQNE. DURING CONSTRUCTION, OPERATIONS WILL CEASE ~DIATELY, 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 OPERA TJONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIEN71.Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E AT&T SPECTRUM CABLE COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS AND STORM DRAIN) * CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) * SAN DIEGUITO WATER DISTRICT * LEUCADIA WASTEWATER DISTRICT * VALLECITOS WATER DISTRICT * OL/VENHAIN WATER DISTRICT * BUENA SAN/TA TION DISTRICT * AS APPROPRIATE 811 (BOO) 411-7343 (619) 237-2787 (BOO) 227-2600 (619) 262-1122 (760) 434-2980 (760) 438-2722 (760) 633-2650 (760) 753-0155 (760) 744-0460 (760) 753-6466 (760) 726-1340 x1330 23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER . STR££T NOT£S 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE 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 AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINARIES SHALL BE ·cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING THE STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS, IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF T/71.E 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 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 SDRSD DWG. M-19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME I-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3-STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT ENGINEER AND SUPERINTENDENT. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. WAT£R NOT£S 1. WATER AND RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 AND 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760) 438-3891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BU/WING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHALL. 7. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (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 LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF SIGNING AND STRIPING NOT£S 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIF/CATIONS (LA TEST VERSION), 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 INSTALLA TJON. 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 REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE TRANSPORTATION DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMP71. Y REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSIONS 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 LATEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) AND REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD LATEST VERSION, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 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". 20. ALL NEW AND RELOCATED SIGNS SHALL BE CLEARLY VISIBLE, NOT BLOCKED BY ANY OBSTRUCTION. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING THE NEW AND RELOCATED SIGNS. "D£CLARATION OF R£SPONSIBL£ CHARG£" (SH££TS 1-12) 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: SB&O, INC. ADDRESS: 3990 RUFFIN ROAD, SUITE 120 CITY, STA TE: SAN DIEGO, CALIFORNIA 92123 TELEPHONE: (858) 560-1141 BY: PETER R. SAFINO DA TE: __ _ P.E. NO.: P.E. 44171 REGISTRA TJON EXP/RA TJON DA TE-6-30-23 ") ,/J ;J SIGNED: /2;{;.c:;~/, SIGNED: DATE: cl;{ CHRISTOPHER D. LIVESEY 2733 LICENSE EXPIRATION DATE: 5-31-23 OWN£R'S C£RTIFICAT£ SHEET INQ£X SHEET NO. DESCRIPTION 1 Tl 71.E SHEET 2-3 KEY MAPS, TYPICAL SECTION, NOTES, DETAILS 4-6 PUBLIC IMPROVEMENT PLANS 7 NCTD PUBLIC IMPROVEMENTS 8 9-11 12 13-15 16-17 TYPICAL SECTIONS AND DETAILS LAUREL TREE LANE STREET SECTIONS/ PED RAMP DETAILS BMP PLAN TRAFFIC SIGNAL MOD/FICA TION SIGNING AND STRIPING REFERENCE DRAWINGS DWG. 237-9C, DWG. 345-9, DWG. 368-1, DWG. 432-2, DWG. 473-9, DWG. 535-1A, AND LPC2021-0031. BASIS OF B£ARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6, NAD83 1991.35 EPOCH, AS DETERMINED LOCALLY BY A LINE BETWEEN STATION CLSB-64 AND CLSB-63 AS SAID COORDINATES ARE PUBLISHED IN RECORD OF SURVEY 17271 AND ARE PART OF THE CITY OF CARLSBAD HORIZONTAL CONTROL NETWORK. I.E. N0217'35"W QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED GRID FACTOR AT STATION CLSB-64 IS 0.999954920. GRID DISTANCE = GROUND DISTANCE TIMES COMBINED SCALE FACTOR. L£GAL D£SCRIPTION A PORTION OF LOT "G" OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP 823. OWN£R/APPLICANT AV/ARA, LP 3444 CAMINO DEL RIO NORTH #202 SAN DIEGO, CA 92108 (858) 535-1475 ATTN: RICHARD LEMMEL ccs BJ NAD83 COORDINATES: 6239-1990 ASSESSORS PARC£f s NUMB£RS 212-040-56-00 PROJ£CT LOCATION 6145 LAUREL TREE ROAD CARLSBAD, CA. 92011 SOURCE Of TOPOGRAPHY THE TOPOGRAPHY SHOWN ON THIS PLAN WAS COMPLIED FROM THE FOLLOWING SOURCES: 1. AERIAL TOPOGRAPHY PROVIDED BY: SAN-LO AERIAL SERVICES ON 6/13/16. 2. FIELD SURVEYS COMPLETED BY REC CONSULTANTS. 3. FILED SURVEY COMPLETED BY SB&O INC. CITY OF OCEANSIDE HIGHWAY 78 CITY OF VISTA PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE THOMAS GUIDE PG. 1127, GRID A3 57TH EDITION ,{.) '<-0 CITY OF SAN MARCOS WORK TO 8£ DON£ THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENGINEERING STANDARDS. 3. THIS SET OF PLANS 4. PLANNING COMMISSION RESOLUTION NO. 7399 DA TED DECEMBER 16, 2020. PLANNING COMMISSION RESOLUTION NO. 7398 DA TED DECEMBER 16, 2020. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC. PRELIMINARY GEO TECHNICAL EVALUATION DA TED JULY 7, 2016. GEOSO/LS, INC. REVISED INFILTRATION RECOMMENDATIONS DATED MAY 16, 2017. GEOSO/LS, INC. SUPPLEMENTAL GEOTECHNICAL RECOMMENDATIONS DA TED JULY 11, 2018. 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CITY OF CARLSBAD COASTAL DEVELOPMENT PERMIT CONDITIONS DA TED DECEMBER 16, 2020. 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED: JUNE 16, 2016. 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY: SB&O INC., DA TED JANUARY 29, 2022, WDID NO. 11. STORM WATER QUALITY MANAGEMENT PLAN (SWQMP) PREPARED BY SB&O, INC. DA TED APRIL 29, 2022. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. 13. GEOTECHNICAL ADDENDUM AND REVIEW OF PUBLIC IMPROVEMENT CONSTRUCTION PLANS BY GEOTEK, INC. DA TED MARCH 24, 2022. 14. GEOTECHNICAL REVIEW OF PUBLIC IMPROVEMENT CONSTRUCTION PLANS BY GEOTEK, INC. DA TED MAY 6, 2022. LEGEND -PROPOSED IMPRQYEMENTS STD. DWG. NO. DESCRIPTION (CITY OF CARLSBAD U.N.O.) PROJECT BOUNDARY RIGHT-OF-WAY CENTERLINE EASEMENTS/IRREVOCABLE OFFER OF OED/CATION 6" TYPE "G" CURB AND GUTTER 8" MEDIAN CURB 4" P.C.C. SIDEWALK A.G. PAVING AND BASE, PER PLANS P.C.C. DRIVEWAY DECORATIVE CONCRETE MEDIAN A.G. GRIND AND OVERLAY CROSS GUTTER MASONRY RETAINING WALL WATER TRENCH RESURFACING/ A.G. PAVING SEWER TRENCH RESURFACING/ A.G. PAVING 4• PERFORATED PIPE 8" FIRE SERVICE 4" WATER SERVICE WITH METER 2" RECYCLED WATER WITH METER 1" RECYCLED WATER WITH METER 18" BUTTERFLY VALVE 8" GATE VALVE 2" MANUAL AIR RELEASE THRUST BLOCKS 8" PRNATE SEWER LINE PRIVATE SEWER MANHOLE PRIVATE TRANSITION MANHOLE WATER RP BACKFLOW FIRE D.C.D.A. BACKFLOW /RR/GA TION RP BACKFLOW ASSEMBLY STREET LIGHT MODIFIED TYPE "B" CURB INLET TREE WELL SIDEWALK UNDERDRAIN UNDERGROUND ELECTRIC BY OTHERS UNDERGROUND GAS BY OTHERS SITE DISTANCE LINE M-10 SURVEY MONUMENT G-2 (SDRSD) * GS-18 G-7, G-9 (SDRSD)* GS-28 G-12 (SDRSD) C-1 (SDRSD) GS-25, 26, 27 GS-25, 26, 27 W-9 (CMWD) W-7 (CMWD) W-3 (CMWD) W-3 (CMWD) W-22, W-23 W-21, W-23 W-10 W-19 (CMWD) 5-5 5-1 ® W-8 (CMWD) W-9 (CMWD) W-6 (CMWD) E-1 (SDRSD)* D-12*, DS-1 GS-1.03 GS-5.04A * AS MODIFIED BY THE CITY OF CARLSBAD. SYMBOL --------A u) Ii PZZZZZZZZ,J PZZZZZZZZ,J -FW-------W------@]----RW-----@J----RW-----@]--@ © ■ ◄ s --s ----0 s ----0 1-<®<i-l I -i:«i>-I t~J o----¢-a 11 -UGE--LJG=----G---G---(?---------QUANTITY 695 L.F. 186 L.F. 4,228 S.F. 6,209 S.F. 691 S.F. 186 S.F. 26,666 S.F. 540 S.F. 29 S.F. 557 L.F. 173 L.F. 261 L.F. 242 L.F. 2 EA. 1 EA. 1 EA. 5 EA. 2 EA. J EA. 8 EA. 108 L.F. 1 EA. 1 EA. 2 EA. 4 EA. 2 EA. 1 EA. 1 EA. 15 EA. 15 EA. 1,592 L.F. 2 EA. SDG&E CITY TRAFFIC ENGINEER APPROVAL DIGA RT • DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA 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 LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT I/WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I/WE ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE NOTE: FOR GRADING ABBR£VIA TION ~~;? > NOTES AND LIST OF /.ef--1-~ -ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. C I 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. BY: ____ ~....::..._ _____ ___., ___________ _ s • u z -PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Ca. 921 23 Jt, B58-560-1141 B58-560-B157 Fax J<U'/d:~ .,,, ~'" ' PETER R. SAFINO DATE II AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY, DATE BENCH MARK: DESCRIPTION: MONUMENT CLSB-054 LOCATION: 0.4 Ml NORTHERLY OF PALOMAR AIRPORT ROAD IN THE CENTER OF BULB AT THE NORTH END OF HIDDEN VAUEY ROAD OPPOSITE ENTRANCE TO WATER TANK. RECORD FROM: ~R~·=O-=S-~17~'2~71~-----------._I_N_S_P_EC_T_□_R __________ D_A_T_E _ __, ELEVATION: ~2=.c.J=B-=92=------DA TUM: NGVD 29 S££ SH£ET 2. SIGN DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE BY, JOHN KIM DATE 811 I SH~ET I CITY OF CARLSBAD m ENGINEERING DEPARTMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS TITLE SHEET ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE DWN BY: SB&O PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OlHER APPROVAL CllY APPROVAL RVWD BY: CT2O18-OOO2 535-1 1::1 0 ~ ~ '° i .. -------------------------------------------------------------------------------------------------------------------------------------------------------0.. 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA1477117/14/2022 Plotted: 6/22/2022 11:37 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI02-SI03.DWG - kclippinger9 37C397841 6/23/2022 MBIAM WORK TO B£ DON£ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACIUTIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILTS GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. ENVIRONMENTAL APPROVAL DOCUMENTS DATED: JUNE 16, 2016. 2. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY: SB&O INC., DA TED JANUARY 29, 2022, WDID NO. GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING 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 PROMP7l. Y 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 AS WE'LL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. ntE INSURANCE COMPANY WRITING ntE POLICY MUST HAVE A RA UNG OF "A-" OR BETTER AND A SIZE CATEGORY QF CLASS VII QR 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. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 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 THE T/71.E 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 STA TE OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OU7l.lNED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A PRECQNSTRUCUQN MEEUNG SHALL BE HELD AT ntE SITE PRIOR TO ntE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTAUVES RESPONSIBLE FOR CONSTRUCUQN. INSPECUQN. SLJPERVISJON. TESUNG AND ALL OTHER ASPECTS OF ntE WORK, THE CONTRACTOR SHALL REQUEST A CONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL INSPEC710N REQUESTS QntER ntAN FOR PRECONSTRUCUQN MEEUNG WILL BE MADE BY CALUNG ntE ENGINEERING Z4=HQUR INSPECUQN REQUEST LINE AT {760) 4JB .JB91. INSPECUQN REQUEST MUST BE RECEIVE;D PRIOR TO 2:00 P,M, ON ntE DAY BEFORE ntE INSPECUQN 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. 15. 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. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAILED PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA I/ING 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 ntE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CQNSTRUCUQN SAFETY ORDERS, 7111,,E B CALIFORNIA ADMINISTRAUVE CODE, ntE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT ntE CONTRACTORS EXPENSE. A COPY OF ntE OSHA EXCAVAUQN PERMIT MUST BE SLJBMITTEQ TO ntE INSPECTOR PRIOR TO EXCAVAUQN 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WE'LL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WintlN ANY WORK AREA DURING CONSTRUCTION, OPERAUQNS Kfl.L CEASE IMMEDIATELY, 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. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOUDA YS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY ntE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING QF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT. A SITE APPROVED BY THE CITY ENGINEER. ntE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG ntE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF ntE GRAmNG QPERAUON. GRADING NOTES (CONT.) 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON PLANS. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE SHOWN AS A APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN ~ SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT. DRAWING NO. 505-4L. AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, 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. 30. THE CONTRACTOR SHALL VERIFY THE LOCA T/ON OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIEN7l. Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIUTIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. •. UNDERGROUND SERVICE ALERT 811 SDG&E (BOO) 411-7343 AT&T (619) 237-2787 SPECTRUM CABLE (BOO) 227-2600 COX COMMUNICATIONS (619) 262-1122 CITY OF CARLSBAD (STREETS AND STORM DRAIN) {760) 434-2980 • CITY OF CARLSBAD (SEWER, WATER AND RECLAIMED WATER) • SAN DIEGUITO WATER DISTRICT • LEUCADIA WASTEWATER DISTRICT • VALLECITOS WATER DISTRICT • OUVENHAIN WATER DISTRICT • BUENA SAN/TA TION DISTRICT (760) 438-2722 (760) 633-2650 (760) 753-0155 (76/J) 744-0460 (760) 753-6466 (760) 726-1340 x1330 TABLE METER SIZE L1 L2 3• 18" 12' 4• 18" 12" 6" 30" 24" 8 36 24 LEGEND SYMBOL 6" (f\_ MIN SIZE --::11,, i 6" MIN. -. . ' t -~ 8Jt -~ --~ " . ... . ·. ;' © ® 5J---.-.l ~ • .. ' • -----f, '\ . . .., . :· ~ . , ® ® ~ 5 SEEv 7 SEE NOTE 7 NOTE 4 •. • .· . : ,1. ..,. : _. ·' .. .<! •• _:·' ' .... ; ... ":"1t1oeir··~· ~·~· \·-;;;:· ::--"'-:::--~· ··-·~· ~•, l . !~'r, --' .~~6 \ '---0 I , ~ METER, STRAINER & ADJACENT 1 " 1 • , '-' 6 SPOOLS PRO~OED BY DISTRICT. -SEE NOTE 10 " 1 1. MATERIAL SUBSmUTIONS SHAUL NOT BE MADE WlTIHOUT DISTRICT APPROVAL. 2. ASSEMBLY LOCATION ANO LAYOUT SHALL BE FlELD VERIFIED. 3. AUL PIPING AND FITTING JOINTS SHAUL BE FULLY RESTRAINED. 4. REFER TO STANDARD DRA\'llNG W-8 FOR INSTALLATION OF BACKFLOW PREVENTION DEVICE. 5. BRASS BOLTS AND NUTS SHALL BE USED FOR ALL CONNECTIONS TO TIHE WATER METER AND STRAINER. 6. PIPING DIAMETER TO MATCH METER SIZE. 7. TIHIS GATE VALVE IS PART OF THE ADJACENT BACKFLOW ASSEMBLY. SEE STD. OWG. W-8. 8. INSTALL PROTECTION POSTS PER STD. DWG. W-25 AT LOCATIONS APPROVED BY TIHE DISTRICT. 9. ALL BURIED NUTS AND BOLTS SHAUL BE WAX TAPE COA TEO PER SPEC 09902. 10. CUSTOMER RESPONSIBILITY. INSTAUL PURSUANT TO CMC SECTION 11.16.050, TITLE 17 OF THE CALIFORNIA ADMINISTRATIVE CODE, AND TIHE LATEST ADOPTED CROSS CONNECTION CONTROL POLICY HANDBOOK. ITEM DESCRIPTION SPEC./DWG. ITEM DESCRIPTION SPEC./DWG. 1 GATE VALVE, FLG'D OR FLG X MJ 15100 9 DI OR STL PIPE SPOOL, 2 REDUCER (AS REQUIRED) 15056 FLGXGROOVE 15056/15061 3 DI OR PVC PIPE WITH 10 GROOVED COUPLING 15000 RESTRAINED JOINTS 15056/15064 11 METER (TURBO OR COMPOUND) 4 90' DI BEND, FLG'D OR FLG X MJ 15056 12 VALVE BOX ASSEMBLY 15000 I W-23 5 DIP SPOOL 15056 13 DI TEE WITB MJ X MJ X FLG 15056/03000 6 THRUST BLOCK 03000 14 REINF. CONCRETE PAD 560-C-3250 03000 7 GATE VALVE WITH HAND WHEEL 15100 8 STRAINER 15 PIPE SUPPORT WI SADDLE TOP 15000 REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT 3" & LARGER WATER SERVICE CONNECTION .. DISTRICT ENGINEER RCE 55974 STANDARD DWG. NO. IA\ DETAIL ~ 3" AND LARGER WATER \_V SERVICE CONNECTION NOT TO SCALE SB • fESS/% u z -PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 1 20 P.E. San Diego, Ca. 821 23 B5&560-1141 REVIEWED B5&560-B157 Fax ,.,... ,., /l 4/29/2; DATE W-7 11 AS EXP. BY• GRADING NOTES (CONT.) 32. 33. 34. "AS APPROPRIATE PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPL,EUQN OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 15.16. 120 OF CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OU7l.lNED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP INSTALLATION CERT/FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. GATE VALVE 1 1 4 T CHECK VALVE 1 6" 'tMIN • .. •• ... 4 ' . . •• • ¥• . • ~ 1' 6" MIN • • [ -= II -, l) -. ' ~ 1'-6" MIN. • -'1:--,...~ i ... . . Q, • 4 GATE VALVE 2 PLAN CHECK VALVE 2 BYPASS AND METER* WI DOUBLE CHECK DETECTOR OR RP ASSEMBLY 1 -*BYPASS ~ETER TO BE 4 ~ ~ PURCHASED FROM CITY fl o)/ oAn ,..__ \ 7 REFER TO STD.~ ,, 12" MIN. DWG. W-7 rf MIN. (TYP.) FOR METER ® 36" MAX. ©~ 1~ --11.'' INSTAULATION ~ L.FIN. GR. L• . ... .. .,, ,,._. -f"---.. 4 ·. . .. . . / ' 2 ' ® r-,, I II ~ I SECTION -1~ CUSTOMER RESPONSIBILITY "' INSTALL PURSUANT TO CMC SECTION 11.16.050, • TITLE 17 OF THE CALIFORNIA ADMINISTRATIVE CODE, AND THE LATEST ADOPTED CROSS CONNECTION CONTROL POLICY HANDBOOK. NOTES: -- 1. INSTALL PROTECTION POSTS PER STD. DWG. W-25. 3. REFER TO STD. DWG. W-7 FOR PUBLIC/PRIVATE 2. ASSEMBLY LOCATION AND LAYOUT TO BE APPROVED SEPER A TION OF RESPONSIBILITY. BY THE DISTRICT. LENGTH TO BE FIELD VERIFIED. 4. AUL BURIED NUTS AND BOLTS SHALL BE WAX TAPE ITEM 1 2 3 4 5 6 7 8 9 REV. GOA TED PER SPEC 09902. DESCRIPTION SPEC IDWG APPROVED DOUBLE CHECK VALVE DETECTOR OR REDUCED PRESSURE PRINCIPLE DETECTOR ASSEMBLY, HORIZONTAL OR N-TYPE 15112 DI FLG'D x PO /MJ 90' BEND fSIZE PER PLAN I 15056 4" THICK REINF. CONCRETE PAD, 6"x 6" 8/8 GAV. \\ELDED 111RE REINFORCEMENT, 2" CLEAR. 03000 DIP OR CML&C S1l SPOOL 111TH FLG INSULATION KIT (TO METER) 15056/15061 DIP OR CML&C C-150 STEEL SPOOL WITH FlG IN SULA llON KIT 15056115061 THRUST BLOCK l560-C-3250) 03000 DI FLG x FLG 90' BEND (SIZE PER PLAN\ 15056 WAX TAPE & POLYETHYLENE ENCASEMENT 09902/15000 GALV. PIPE SUPPORT WI SADDLE TOP 15000 APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT . ..111 ~ ... ·1 ; i' ' ,·-~' ' l , • .,:, " , • 1/25/22 3" & LARGER METERED DISTRICT ENGINEER RCE 55974 BACKFLOW INSTALLATION STANDARD OWG. NO. DETAIL ~ 3" AND LARGER METERED BACKFLOW INSTALLATION NOT TO SCALE DATE W-8 BUILT" BENCH MARK: DATE DESCRIPTION: MONUMENT CLSB-054 LOCATION: 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CENTER OF BULB AT 1HE NOR1H ENO OF HIDDEN VALLEY ROAD OPPOSITE ENTRANCE TO WATER TANK. RECORD FROM: -'R-"-.""O.=S.'-'-'17-='2"-71'------------- DAlE INITIAL .Yd--;f;/5/~l~; INSPECTOR PETER R. SAFINO DATE ~-------------D_A_T_E_~ ELEVATION: _2_3_8._92 ____ DATUM: NGVD 29 ENGINEER OF WORK LIST OF ABBREVIATIONS AC. ACRE MOD. MODIFIED B.W. BOTTOM OF WALL N.A.P. NOT A PART f CENTERLINE o.c. ON CENTER C.B. CATCH BASIN If. PROPERTY LINE C.M. W.D. CARLSBAD MUNICIPAL P.P. POWER POLE WATER DISTRICT P.C.C. POR7l.AND CEMENT c.o.c. CITY OF CARLSBAD CONCRETE c.o. CLEANOUT PKWY. PARKWAY C.Y. CUBIC YARD PVT. PRIVATE DIA. DIAMETER R/w. R.O. W. RIGHT-OF-WAY D.U. DWELLING UNIT DWG. DRAWING R.C.P. REINFORCED CONCRETE DWY. DRIVEWAY PIPE EXIST. EXISTING SDRSD SAN DIEGO REGIONAL STANDARD DRAWING E.O.P. EDGE OF PAVEMENT s.c.o. SEWER CLEANOUT E.O.E. EXISTING OVERHEAD S.D.C.O. STORM DRAIN CLEANOUT ELECTRIC S.M.H. SEWER MANHOLE ELEV. ELEVATION SIM. SIMILAR [ FLOWLINE S.F. SQUARE FEET F.G. FINISHED GRADE STA. STATION F.F. FINISHED FLOOR S.G. SUBGRADE F.S. FINISHED SURFACE ST. LT. STREET UGHT G.F. GARAGE FLOOR S/W SIDEWALK GTR. GUTTER TEMP. TEMPORARY H.P. HIGH POINT TYP. TYPICAL I.E. INVERT ELEVATION T.B. THRUST BLOCK L.G. LIP OF GUTTER T.C. TOP OF CURB L.P. LOW POINT T. w. TOP OF WALL MIN. MINIMUM U.N.O. UNLESS NOTED OTHERWISE MAX. MAXIMUM V.C.P. VITRIFIED CLAY PIPE MAR MANUAL AIR RELEASE LEGEND -EXISTING IMPROVEMENTS DESCRIPTION SYMBOL EXISTING ELEVAnON EXISTING CONTOUR EXISTING CURB AND GUTTER EXISTING MEDIAN CURB EXISTING OVERHEAD NULLITIES EXISTING SEWER EXISTING WATER EXISTING FIRE HYDRANT EXISTING RECYCLED WATER EXISTING SEWER MANHOLE EXISTING P.C.C. CROSS GUTTER EXISTING SIDEWALK EXISTING RETAINING WALL EXISTING STORM DRAIN EXISTING STORM DRAIN CLEANOUT UNDERGROUND ELECTRIC BY OTHERS UNDERGROUND GAS BY OTHERS EARTHWORK QUANTITIES CUT: FILL: IMPORT:. EXPORT: REMEDIAL: 446 C. Y. 936 C. Y. 490 C. Y. 0 C. Y. 207 C. Y. TOTAL DISTURBED AREA = 0.452 AC. , (70.0) ----7Q ____ _ -OH----- -(S)----- -('v/)----- ~('v/)-----1 -(R'v/)----- -(S)---0-- ... ..... · ... : ... ~ == ===tfil::= == -UGE---U•GE-- -G---G--- (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, UTIUTY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA = 0.492 AC. (21,414 S.F.) TOTAL PROPOSED IMPERVIOUS AREA = 0.260 AC. (11,324 S.F.) QUANTITIES SHOWN ARE FOR EST/MA TION PURPOSES ONLY. QUANTITIES ARE GEOMETRIC ONLY AND DO NOT INCLUDE SHRINKAGE AND BUILDING FACTORS. STRUCTIJIW. (POST-CONSTRUCTION) BIIP TABLE STORM WATER REQUIREMENTS 11-IA T APPLY: EXEMPT FROM HYDROMOD/FICA TION ~ STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENTA llON) NO ID TYPE Dl!SCRIPTION 011Nl!RSHIP IWNTKNANCI: SHBBT NO. IWNTl!NANCI: AGRl!Elfl!NT FRBQUl!NCY 1-15 TREE K£1.L 15 TREE K£1.LS PRIVATE YES 5-6 AS-NEEDED DRAWING NU1llll!R 535-1 811 I SH~ET I CITY OF CARLSBAD rn 7 ENGINEERING DEPARlMENT IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS TYPICAL SECTIONS, NOTES AND DETAILS ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DAlE OWN BY: SB""1 PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:37 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI02-SI03.DWG - kclippinger6/23/2022 MBIAM LOT .3 GRAPHIC SCALE SHEET INDEX SHEET NO. 1 DESCRIPVQN TITl.E SHEET 60' 120' 180' 2-3 4-6 KEY MAPS, TYPICAL SECTION, NOTES, DETAILS PUBLIC IMPROVEMENT PLANS 7 8 9-11 12 13-15 16-17 NCTD PUBLIC IMPROVEMENTS TYPICAL SECTIONS AND DETAILS LAUREL TREE LANE STREET SECTIONS/ PED RAMP DETAILS BMP PLAN TRAFFIC SIGNAL MOD/FICA TION SIGNING AND STRIPING KEY MAP LEGEND ---SHEET LIMITS SHEET NUMBER NORTH SIDE R/W l/ii j/ l I I I '/ / / / ' / I I I I l I I I I I I I I I I I ' 1' /co / I I / I fi I / I I •~ ~NCTD AREA #2 SEE SHEET 7 I LOT4 KEY MAP SCALE: 1" = 60' I I I I I '''''I' I t I I I I I f I I I I I I I I /·/' I ,' ,~ ltj I I ,' I <tJ * i:i:J I I I " "'' I I ,' I '~// I I l.iJl/1 I I -....,// I I c:511 1 I / (J / / / I I I I I 'ff I .-If I I I I § I I <tJ ~ It>/ / / / I I I I I NCTD AREA # 1 ,' / / / / SEE SHEET 7 I 11 f I I I I I / '1 / I 11/ 'I I I I • I /Ir ~ ~ / ' \ /_ --- P-Ai:.OMAR,4 I RPot/f: ---1+65.77 COLLEGE BOULEVAFW------ R/W 102' PUBLIC RIGHT-OF-WAY R/W ---....;: : - i-l :.-------~VA=R=IES~--------• Eri.,__ ________ 5_1_· _______ : I ') ''"' _1 _, 11-,f,-,.,~-r/' .... ,,, ..... ,. · /;,/// I 82' CURB TO CURB I , I / 1, / EXIST. 32' AC. PAVING 18' 1X/5T. EXIST. 32' AC. PAVING 10' ,' I / !/ I l ' CENTER MEDIAN / f /JI/ fl : 1' MIN. SLURRY ;11 11 EXIST. AC. PAVING 1 / I SEAL OVER JOIN I VARIES 0' TO 7'± AND BASE (TYP.) 11 / I ,' # 1' SAWCUT LINE, MATCH SEE PLANS EXIST. 6" CURB AND~ n·.' ,/' 11 , ,0 .f 11 0 / EXIST. AC. PAVING 11 SEE Ndl TE 1 GUTTER PER G-2 (TYP.) •\ I ':A~ /j I I (2%, PER COC GS-25 (2%, e-· )!-~-!]%) --77 (2%) ~ -l( VARIES KEY MAP SCALE: 1" = 60' 0 IQ II • - ------ ----- NCTD AREA #.3 SEE SHEET 7 - SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S 5/GNA TURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS. 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES sumCIENTlY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS NECESSARY BECAUSE OF LOCATION OF EXISTING UTILITIES. 3. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBGRADE ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS OF THE STA TE OF CALIFORNIA SAFETY ORDERS. 7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION PURPOSES ONLY. THE CONTRACTOR /5 TO ESTIMATE HIS OWN QUANTITIES FOR BIO ANO NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIELD CONDITIONS AT STORM DRAIN INLETS AND OUTl.ETS ARE PER THE APPROVED PLANS. IF FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT THE SITE SUPERINTENDENT sumCIENTl y AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO THE PLANS, AND (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. 9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE IND/CA TED ON THE APPROVED PLANS /S DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND/OR REPLACED IN KIND AND EQUIVALENT PER THE APPROVED PLANS BY THE OWNER/PERMITTEE. 10. ALL EXISTING UTILITIES OR STRUCTURES ARE IND/CA TED HEREON BASED ON INFORMATION OF RECORD. THE CONTRACTOR /5 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL 5. W.P.P.P. (N.P.D.E.5.) DOCUMENTS ONSITE AS REQUIRED TO COMPLY WITH LOCAL AND STA TE REQUIREMENTS. 12. IMPERVIOUS LINERS FOR BMP'S SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP 12" MIN. AND BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. ALL PENETRATIONS SHALL BE SEALED. 13. CONTRACTOR SHALL ADJUST ALL UTILITY COVERS TO FINISHED GRADE. EASEMENT NOTES {i) IND/CA TES SDG&E, EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES PER DOC. REC. L.'.J AUGUST 14, 1957 IN BK 6706, PG 514, O.R. @ IND/CA TES PUBLIC WATER EASEMENT GRANTED TO CARLSBAD MUNICIPAL WATER DISTRICT. 0 IND/CA TES EASEMENT FOR PUBLIC STREET AND UTILITIES. 0 IND/CA TES EASEMENT FOR TRAmc SIGNAL AND PEDESTRIAN ACCESS. MEDIAN CONCRETE NOTES 1. THE MEDIAN LAYOUT SHALL BE IN CONFORMANCE WITH APPENDIX E OF THE CARLSBAD LANDSCAPE MANUAL, UNLESS NOTED OTHERWISE SHOWN ON THESE PLANS. 2. CONCRETE COLOR AND PATTERN SHALL BE AS SPECIFIED UNDER "ARTERIAL STREETSCAPE THEMES" (PER APPENDIX E OF THE CARLSBAD LANDSCAPE MANUAL) AND APPROVED BY THE PARKS AND RECREATION DIRECTOR. 3. PRIOR TO INSTALLATION. A 3'X3' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. 4. CONCRETE SHALL BE A MINIMUM OF 560-C-3250 WITH 6x6 -10x10 WELDED WIRE MESH. _/-P~OP. 5" A.C. PAVING OVER EXIST. 18" P.V.C. WATER DRAIN PER DWG. 345-9 r ", EXIST. 8" P. V.C. 6 A.B. SEE STREET NOTE 1 PER DWG. 345-9 ,_,,/ ~~~~ PER DWG. EXIST. 8" TYPE 8-1 EXIST. 12" P.V.C. NOTE: 0 REPLACE MEDIAN AS NECESSARY. SEE MEDIAN CONCRETE NOTES THIS SHEET. 1-----sAWCUT LINE 102' PUBLIC RIGHT-OF-WAY 65' 25' TYPICAL SECTION SOUTH SIDE R/W CURB PER G-6 (TYP.) RECYCLED WATER PER DWG. 345-9 39' 10' PRQPQS£D AV/ARA PARKWAY (PUBLIC) NOT TO SCALE R/W 1: R/W VARIES . ji. 51' :1 82' CURB TO CURB VARIES I, EXIST. 32' A.C. PAVING 18' XIST. EXIST. 32' A.C. PAVING 10' 5' SETBACK 1· PROPOSED RIGHT-OF-WAY EXIST. -1 NORTH SIDE R/W SOUTH SIDE R/W 29' r&. I If. 36' EXIST. RIGHT-OF-WAY DOC. NOT FOUND 11' 5• 8' .5 ' I TRAVEL BIKE PARKING ' TREE LANE (PUBLIC) NOT TO SCALE 811 2' EXIST. A.C. BERM 1· 12' EXIST. r&. I If. 48' 36' ·1 26' 10' TYPICAL SECTION EXISTING LAUREL TR££ LAN£ (PUBLIC} SB . u z - PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 120 San Diego, Ca. 821 23 858-560-1141 85B-56D-E157 Fax / . ; JC~rf /5:f/, PETER R. SAFINO DA TE NOT TO SCALE "AS BUILT" P.E. ___ EXP. ___ _ DATE REVIEWED BY• BENCH MARK: DESCRIPTION: LOCATION: MONUMENT CLSB-054 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CEN'Tf:R OF BULB AT 1HE NOR1H END OF HIDDEN VALLEY ROAD OPPOS/Tf: ENTRANCE TO WA Tf:R TANK. RECORD FROM: _,R-"-.O=·=S.--'1'-'-7'°''27'-'-1 __________ _ ~I_N_S_PE_C_T_□_R __________ D_A_TE_~ ELEVATION: _2_3_8._92 ____ DATUM: NGVD 29 25' 39' 10' TYPICAL SECTION PROPOSED AV/ARA PARKWAY (PUBLIC} NOT TO SCALE I SH~ET I rn CITY OF CARLSBAD ENGINEERING DEPARlMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS KEY MAP, TYPICAL SECTIONS, NOTIES AND DETAILS ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DATIE DWN BY: SB""1 PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: CT2018-0002 5.35-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 7/8/2022 8:09 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI04.DWG - jkohlenberg6/23/2022 MBI AM ! ---l---if--'1"1f-J-a-t-t-+-+-+-+-+--+--+--+--+-+-+-+-+-+-+--+---t---t---l-t--t-t-t-+-+-+-+-+-+--+--+--+--+-+-+-+-EXIST. 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TOP OF -+--t--~ -~ ~ ~ + ~~-+---+--+-<o-+-'----+--+--+-+--+--+--+--+EXIST. GROUND AT -+--+--+---+--+--+-+--+--+--+---+---+---t-+-+--+--+---+ MEDIAN CURB + ~ ;}j ~ <o '-' SA WCUT LINE -+--+--+--+---+---+---tt--t---t-!O ~--t-~"--t-----t------t-1--+---t--+----t-----t----t-t--+--+--+---+---+-t--+---t---t--+-----t---+-t--+--+--+----t---+---t-t---t--+--+---+---+-t--+---t--+----t-----t- A 4 PROFILE MEDIAN CURB ~ A VIARA PKWY SCALE: 1• = 20(H), 1• = 4'(V) I I I I I I I, ..... . 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PROP. 4" A.C. PAVING OVER 6" BASE . ·• •• • .• TRENCH RESURFACING PER .••• COC GS-25, 26 AND 27 - EXIST. MEDIAN CURB •• • t • ••• ...... . . . . . . . . . . : : : : : ~j : : . : : : : ...... ' ' ,, -EXIST. 8 P. V. C. .. ·I·.. . . SEWER PER DWG. . . . . . NO. 345-9 l >S J x-<SB) -~ ••.• <:t • • • • • • • • • • • • • • • • K EXIST.. CURB •••. ,. • AND GTR. ,., ~ . , --I_,_ L=45.89' ~ L/4=11.47' ll 1:i i,.: I_~ I-' ~ r I )-1 fas 0 0 ~ I-! 9- g ' . !l:: -s: r -iE :,:: 0 ll ~-~ "I .J. I ~ ~ 0, :I:: I l,,J ~ ~ :.I: ~ff I ; <Ii 0 ~ RC -• -0 \'\I ~r,.., I IQ -~r, • -' , .;, ~~ H-:s-.. ~ " -... " 1-"" , --i Ill ti: ,o 0 <ti <o I') if~ 0, ~---,_ ~o r.,: °" <O cli~ -~" "I -"' -CT" ' .,. "F lS:o 1 , I ll,J 0, 1-74 -+-~ ~1::::'.: ~ <o - \~ I-~-""-,. " " --.( -0 0 71 -,!,L PED RAMP- ,....r X-SLOPE (2.0% MAX) 1 I I I I C PROFILE CURB RETURN NW ~ AV/ARA PKWY 4 10 - EXIST. S.M.H. 28 98.44 I.E. l-(SBl-\ - --EXIST. J6" R.C.P. STORM DRAIN PER DWG. NO . 345-9 ~~,:---1 PROPOSED R/W • ' . .& \ / 0 1 2 J 4 5 6 7 8 9 0 1 2 <> 1 I\ 1 2 = 1 2 J AND LAUREL TREE LANE SCALE: 1• = 20(H), 1" = 4'(V) CURB DATA TABLE !::!./BEARING RADIUS LENGTH DESCRIPTION 9"56'49" JOO.DO' 52.08' 8" MEDIAN CURB 5"JJ'JO" 475.00' 46.08' 8" MEDIAN CURB J"20'44" 1200.00· 70.07' 8" MEDIAN CURB J"27'19" JOO.DO' 18.09' 8" MEDIAN CURB J"46'17" 1000.00 61.19' 6" TYPE "G-2" CURB AND GTR. 102"J8'18" 40.00' 71.65' 6" TYPE "G-2" CURB AND GTR. 62"24'J2" 35.00' 38.12' 6" TYPE "G-2" CURB AND GTR. J7TJ4'47" 12.00' 7.77' 6" TYPE "G-1" CURB 2"46'16" 1266.70' 61.26' 6" TYPE "G-2" CURB AND GTR. PRIVATE SEWER DATA TABLE !::!./BEARING RADIUS LENGTH DESCRIPTION N86"58'47"W --38.66 8" P. V. C. SEWER (PR/VA TE) N66"J2'05"W --68.88' 8" P. V. C. SEWER (PR/VA TE) WATER DATA TABLE l::!,. /BEARING RADIUS LENGTH DESCRIPTION N89'19'J7"W --88.49' 4" P. V.C. WATER RECYCLED WATER DATA TABLE !::!./BEARING RADIUS LENGTH DESCRIPTION N89"50'27"E --27.51' 2" COPPER RECYCLED WATER N89'19'JO"W --77.47' 2" COPPER RECYCLED WATER PRIVATE FIRE SERVICE DATA TABLE !::!./BEARING RADIUS LENGTH DESCRIPTION N84"45'55"W --18.49' 8" P. V.C. FIRE SERVICE N89'19'JO"E --89.J7' 8" P. V.C. FIRE SERVICE N84'12'J1"E --86.85' 8" P. V.C. FIRE SERVICE NOT£; 0 SEE SHEET J FOR EASEMENT NOTES. CONSTRUCT/ON NOT£: 0 SEE LANDSCAPE PLANS FOR TREE TYPE. SEE ® 0 CUT/FILL LIMITS AND LIMITS OF REMEDIAL GRADING DEPTH ~ 17' PER GEOTEK, INC. GEOTECHNICAL AND REVIEW OF PUBLIC IMPROVEMENT PLANS DA TED: MARCH 24, 2022. 0 ENTIRE STUB OUT TO BE REMOVED. C -• EXIST. CONCRETE ••TO BE REMOVED \ A.P.J\J. 717.~0-40~-4700 0 WATER LINE TO BE POTHOLE PRIOR TO REMOVAL. CONFIRM SERVICE IS NO LONGER ACTIVE. CONTACT CMWD TO REMOVE METER. SB • "AS BUILT" u 2 -PLANNING ENGINEERING SURVEYING • 3880 Ruffin Road, Suite 120 P.E. EXP. DATE Ssn Diego, Cs. 821 23 B58-560-1141 REVIEIJED BY• B58-56□-8157 Fax t FW S HO---- 0 PROVIDE 5' OF SEPARATION FROM 2" VAL VE TO UTIUTY CROSSING. 0 0 REDUCE 6" TO 4" PVC. REDUCE 4" TO J" AT METER. INSTALL J" TURBO METER AND J" PVT. RPDA PER COC W-7/W-8. INSTALL THRUST BLOCK PER CMWD W-19. MIN. 1' VERTICAL SEPARATION ABOVE ALL UTILITY CROSSINGS. SCALE: 1" = 20' GRAPHIC SCALE 20' 0 20' 40' 60' BENCH MARK: DESCRIPTION: LOCATION: MONUMENT CLSB-054 0.4 Ml NORTHERLY OF PALOMAR AIRPORT ROAD IN TH£ CENTER OF BULB AT TH£ NORTH £ND OF 1----+-----tl-------------------+----+---t----t----- PUBLIC IMPROVEMENTS -AVIARA PKWY ROW -2021-0976 1----1----+----------------+----ll----+--+----I APPROVED: JASON S. GELDERT HIDDEN VALLEY ROAD OPPOSITE: ENTRANCE TO 1----+----11-------------------+----+---1----1----_, ENGINEERING MANAGER PE 63912 EXPIRES 9 30 22 DATE WA TE:R TANK. DWN BY: SB4l0 PROJECT NO. DRAWING NO. DA 1E INITIAL DA 1E INITIAL DA 1E INITIAL 811 ,<2:f /-;;l/( PETER R. SAFINO DATE INSPECTOR RECORD FROM: -'R=.o=.s"'-. -'-1'-"72"--71'-----------REVISION DESCRIPTION CRHVWDKD BBYY:. ___ , CT2018-0002 535-1 - 2 T 8,92 l'E::N:Gl:NE:E:R_:OF:._:W:OR:JKL __ ....:.=.:~~.:....:==-=-~~:_: ____ ~O'.'.'.lH~E:R:.A'.:PP:R:'.'.Oll:'.A~L..l...'.C:'._ITY'.:_'.Af':'.:PR:O~ll~AL:..1-=::::::::::::;::===~=========-=====::...l ~--------------D_A_T_E_~ ELEVATION: "' DATUM: NGVD 29 L 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/23/2022 12:03 PM D:\76582 AVIARA APTS\03 DWG\SI\76582SI05.DWG - mguarin6/23/2022 MBIAM I J . ·1· ... . . ·. ~ ,,--i----t----t--+-+-+--+----1-l--+-+-+---l----+,0;:1trt-r--r1111-r-t-t-t-t--t--t--t---t---t----i-J-t-t-+-++-+-+-+---1-f-+-+-+-+++-+-+---+___j-l-l-+-+-++--+-i-J-11 ,--i----t----t--+-+-+--+----1-1--+-+-+---l---+----l-:Slt'o ~:11111-llllt lT--t777-j-t-t-+-++-+-+-+---l---jf-+-+-+-+++-+---t---t___j-l-l-+-+-+-+--+-J--J-l_jL' t-t--t-++-+-+--+---f-1---+-+-+-++~~I~~ · u +~O~~lt111-1t-t-t-t-1~~~-t-t-t-t ki~~;f~~-f-t-+-+-+++-+-+---{~-l-t--t--t----t----l-+--+--l---l-~+-+-J-t-J_-ll e ~-+-1.._.,_. +-+-+++-+--+--+---1_.;o PROPOSED TOP • u• -... -0 0 ~ OF CURB t.),+--t--t--t--t--t-+++++++++++++++-+-+-+-+-+-+-+I --~ ~~ I ,.,: <ci~+-+-l-+--+---1-1--+-+..;;~ ... -o ' c:;;~rr--t---t---11-1-+-+-+-+-~~111--t----t-----t-1-t-t-+-+++-+--+--+---I-I-~ --0~ 0~ ~~ 0 1~.-~o 00 a +--+-+-+---1----1-1-~ --~--+--+-+--+---1----1-1-----L-LO~ ~33 .... % ...;~ o ..... c:;;..., 0 ' ... -. c:::, "' '"I-'t-~ +c,J -~.,._l+co ""lO ~0> .,_ --+~-f ;,!.,._ l'lC>-L.J 1-: . 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AND GTR. . ~I "'. ---ii;J~ • ' i,:.:~ g I . . ; .f:"' . ·" ~"' + EXIST. 5.D.C.O. ADJUST ~m , • CONCRE:Tc MANHOLE . ' / • .. ' •' , ·• 811 I · .. •.C:P.~· o • .. · ... ·· .. ··.·· .. ·-. ·.. RIM TO GRADE 0 I I !::,,/BEARING I CURB DATA TABLE RADIUS LENGTH DESCRIPnON 1 N72"10'40"E 248.77' 6" TYPE "G 2" CURB AND GTR. CONSTRUCT/ON NOTE: 0 SEE LANDSCAPE PLANS FOR TREE TYPE. SEE ® 0 CUT/FILL LIMITS AND LIMITS OF REMEDIAL GRADING DEPTH ~ 17' PER GE01EK, INC. GE01ECHNICAL AND RE\11EW OF PUBLIC IMPROVEMENT PLANS DA JED: MARCH 24, 2022. 0 ENnRE STUB OUT TO BE REMOVED. 0 WA 1ER LINE TO BE POTHOLE PRIOR TO REMOVAL. CONFIRM 5ER\11CE 15 NO LONGER ACnVE. 0 PR0\11DE 5' OF 5EPARAnON FROM 2• VALVE. LAUREL TR££ LAN£ SB • u 2 -PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 San Diego, Cs. 921 23 B58-560-1141 B5B-56D-8157 Fax J<?x<,/-4.i --,-//• .. ,{;_h;;. J PE1ER R. 5AFINO DA 7E NOT£; □ SEE SHEET 3 FOR EASEMENT N01E5. 11 AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEIJED BY, INSPECTOR DATE A 5 L 6" SEIIE"R ----'¥--- .. -.. 8" ' ... 45• PIPE AND UNIFORM CHANNEL IN CONCRE:Tc DETAIL ~ PRIVATE TRANSITION MANHOLE NOT TO SCALE 20· 0 GRAPHIC SCALE 20' 40' r-----t--t-----------lf----+----t----1-----J ~ CITY OF CARLSBAD ~ ENGINEERING DEPARlMENT IMPROVEMENT AND GRADING PLANS FOR: 60' BENCH MARK: A VIARA APARTMENTS PUBLIC IMPROVEMENTS -LAUREL lREE LANE DESCRIPTION: MONUMENT CLSB-054 STA. 9+48.39 TO 13+42.40 ________________ 1 --t----t----------------+---1---1----+--_J =R:=;:O;;:;W~-:":2~0,=2=1-::::0::::9:::::7::::6===============:! LOCATION; 0.4 Ml NORTHERLY OF PALOMAR AIRPORT ROAD 1-----t-----t----------------.J-----(._--+---..!.--_j r. IN TH£ CENTER OF BULB AT TH£ NORTH £ND OF I APPROVED: JASON S. GELOERT HIDDEN VALLEY ROAD OPPOSITE: ENTRANCE TO 1 --1 ---t-----------------1------11---1---_j_ _ _J ENGINEERING MANAGER PE 63912 EXPIRES g 30 22 WATER TANK. RECORD FROM: =R;.-~o-~s.:t17~'2171~======================= DAlE INITIAL DAlE INITIAL DAlE INITIAL DWN BY: SB4l0 PROJECT NO. 238.92 DATUM: NGVD 29 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 2~ ~~;---' CT2018-0002 ELEVATION: DATE DRAWING NO. 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/23/2022 12:04 PM D:\76582 AVIARA APTS\03 DWG\SI\76582SI06.DWG - mguarin6/23/2022 MBI AM ' ! 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U)'.+---+--+-+-+--+---l'\,l°'->--t--+-+-+-+--+-+-+--+---+--+ I"-' -'-+ oi . ;;;;-~ = g_ "' + -"' ,-_----t-t--+-+-+--+---+---+---+---+--+------tt--t--+-+--+--+--+---+-----t-----+-,t -0) ~. -~--+--+---+-----t---+-----t-i--t---t-<O -O,-+--+----t----t----t----i-------t-i---t-' ,_ o,~•·-----i-t--+-+--+--+---+---+-----t---+--+ ---'-'-I ._. LC) -+ u:s ~ + crj J crj "' 0, C --+--+---+-l--+--+--+--+--+--+---+---+--+---l-1--+-+--+--+-[XIST. PA \IE:M[NT--1-/---+---l---l----l----l-~--l--e--l---l----l----l---l-l---+--l---l--~--J-:e---+---l---l----l----l---l-l--+--l---l-.,__--_:-~::::~-=-~-=-~-=-~::::::~-=-~-=-~-=-~::::~-=-~-=-~-=-~:::-+- t;- . ~ ~ Ci Iv '&"'I;- . 't <¥ {:? <1." <1."- PARCEL 1 SAWCUT LINE A 6 5 PROFILE CURB ~ LAUREL TR££ LAN£ I I I I I SCALE: 1" = 20(H), 1" = 4'(V) .... . r- I I I I _,,, LAUREL TR££ LAN£ SB • u 2 - I I I I 6 "AS I I 0 , --------- I EXIST. R. C.B. PER.L-__.- D WG. NO. 432-2 EXIST. SIG/vTOBE -------~RELOCATED SEE SHEET 9 (TYP.) BUILT" BENCH DESCRIPTION: MARK: MONUMENT CLSB-054 • B 6 0 1 2 3 RAMP PER SDRSD G14-D 1---100. 06 T. C. 9.56 F.S. -------,, I I 0 99.23 T.C . 98.73 F.S . ·r ..__ ' -' ' ' ' "":-,:,--:t;, . . . . . . ' ' ' ' DETAIL "DRIV£WA Y" 1 SCALE 1" = 10' CURB DATA TABLE !::,./BEARING RADIUS LENGTH DESCRIPnON 46"34'40" 278.00' 226.00' 6" TYPE "G-2" CURB AND GTR. 19"55'19" 100.00' 34.77' 6" TYPE "G-2" CURB AND GTR. N5"40'41"E --20.86' 6" TYPE "G-2" CURB AND GTR. PRIVATE FIRE SERVICE DATA TABLE = !::,./BEARING RADIUS LENGTH DESCRJPnON 1 N24"38'41 "W --46.25 8" P. V. C. FIRE SERVICE WATER DATA TABLE ◊ /::,./BEARING RADIUS LENGTH DESCRIPnON 1 N22"43'06"W --44.73 4" P.V.C. WATER NOTE: □ SEE SHEET 3 FOR EASEMENT NOTES. CONSTRUCT/ON NOTE: 0 SEE LANDSCAPE PLANS FOR TREE TYPE. SEE® 0 CUT/FILL LIMITS AND LIMITS OF REMEDIAL GRADING DEPTH ~ 17' PER GEOTEK, INC. GEOTECHNICAL AND REVIEW OF PUBLIC IMPROVEMENT PLANS DA TED: MARCH 24, 2022. 0 ENnRE STUB OUT TO BE REMOVED. 0 WATER LINE TO BE POTHOLE PRIOR TO REMOVAL. CONFIRM SERVICE JS NO LONGER ACnVE:. 0 PROVIDE 5' OF SEPARAnON FROM 2" VALVE:. © 0 0 REDUCE 6" TO 4" PVC. REDUCE 4" TO 3" AT METER. INSTALL 3" METER AND 3" PVT. RPDA PER COC W-7 AND W-8. INSTALL THRUST BLOCK PER CMWD W-19 . RESTRAIN ALL JOINTS PER CMWD APPROVED MATERIAL LIST. MIN. 1' VE:RnCAL S[PARAnON ABOVE: ALL unLITY CROSSINGS. PLANNING ENGINEERING SURVEYING LOCATION: 0.4 Ml NORTHERLY OF PALOMAR AIRPORT ROAD • 3880 Ruffin Road, Suite 120 P.E . EXP. DATE IN THE CENTER OF BULB AT THE NORTH END OF San Diego, Ca. 821 23 HIDDEN VALLEY ROAD OPPOSITE ENTRANCE TO 858-560-1 1 41 REVIEIJED BY, 85B-56D-8157 Fax WATER TANK. BEGIN 5' TRANS. 6" ROLLED CURB TOO" CURB "~ i 97.55 , T.C./F.S. _/ 6" ci RB l " I 97/9 F.!:j.- 97.96 r.t. 9!.46 F.S. 98.7J T.C. 8.23 F.S. 6" CURB 98.55 T.C. 98. 05__, F. s. 97.95 C./F.S.... _j . I 4 · 98.05 T.C./G.B. ' ., Ir -1 ' ' I ., 4 I-: -' 97.'4 .c: 96.97 f_ · I f:7 . \il7:,,/.::':"c---lf-l,I<'.; RAMP PER COC /./ ij-5% · · GS-20 )'-~-.. 97.!21 .C .. I ~11 C!1 -I 98.81 T.C. 98.31 F.S./G.B. I 0.;J~--H 98.76 T.C. 98.26 F.S. 6" CURB 99.05 T.C./F.S. 4 ,----------,-· RAMP PER COC ·. GS-20 [ g .97 TC ,, \i I f';,~t:--rt-ci -7-14 I . . . . . _ ~ ' i-ll --(W)- C £TAIL "DRIVEWAY NORTH ACCESS" 6 SCALE 1 • = 10' SEE SHEET 4 -+----1 ' \ -8' -I I 3.5' I - MIN f'-<OVE:R -+--+--+--+--+--+-- 1-I I~ ,I =-=frt -t--+-+---''r==F==r===.=1,1 ~ ~ 1' MIN -: T ~ /l-+--+--t---+--+---+--+--+--+--+-- ~m I '-EX. 8" SEWER -+-+--+--+--+---+---+----t---+-J-----<-,\--+---+96_, 17 1 I.E., 1 --+-----t---+---+-t-- -i-----t---i----+-1"_· PVC FIRF"--1----+--'t-B PVC FIRE ENC, S[.n-t--t--t-- , P = 95.0 • -, -,----,-----,---+----t---+---+-----t,-.t-----i-,1N 19 PVC SL EVE: e--~~-+---< 7 ,-_~~+-..,,, D 6 I I PROFILE 8" PRIVATE PVC FIR£ 20' SCALE 1 • = 10' SEE SHEET 4 GRAPHIC SCALE 0 20' 40' 60' I SH~ET I ~ CITY OF CARLSBAD ENGINEERING DEPARlMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS PUBLIC IMPROVEMENTS -LAUREL lREE LANE STA. 13+42.40 TO 17 +08. 70 ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE OWN BY: SB4l0 DAlE INITIAL DAlE INITIAL DAlE INITIAL PROJECT NO. DRAWING NO. /4' j 811 / r<',/;i'; -' RECORD FROM: R.0.5. 17271 --.,.,, ,,,. --; PETER R. SAFINO DATE INSPECTOR DATE ELEVATION: 238.92 DATUM: NGVD 29 CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:42 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI07.DWG - kclippinger6/23/2022 MBIAM "' - <I "' <I <I ·4 <I Ll "' "'4 <1 <I 4 "' <I <I .. "' "' Ll .. Ll 78+.J0.1 J SJ. OD' RT. MATCH EXIST. SIDEWALK (96.56) T.C., P.C.R. <I "'· <I <I "' - "· .. · .11 • <I <I "' . "' . "' "' <I Ll <I <I d <l <I Ll "' <I. <I "'·. " Ll "' . "' Ll "' . <I .·<I .., . 4 .d, · · PROPOSED~DA BENCH <t <t PER NCTD STANDARDS; ·SEE .NOTE: 1. " . <I. <I <I Ll "' "' "' EXIST. RETAINING WALL Ll .. <I . 4· <J <I NOTE 1: INSTALL A TRASH CAN AND BENCH TO EXIST. ADA ACCESSIBLE PAD FOR BUS STOP ON WESTBOUND PALOMAR AIRPORT ROAD 130 FEET WEST OF COLLEGE BL VD. PER NCTD TYPICAL BUS STOP PLANS AND DETAILS THIS SHEET. SEE NOTES A, 8, C, AND D. PROPOSED TRASH CAN PER NCTD STANDARD rEXIST. BUS 6 STOP SIGN R/W EXIST. P.C.C. SIDEWALK EXIST. STORM DRAIN CLEANOUT EXIST. SPEED UMIT SIGN 91.11 . F.S. EXIST. CA TV----1 BOX . "' EXIST. CURB AND GUTTER - <I "' d <I "' . . . iS+Bi 44 5J.1t5' L,;r. 90.91 T,q; . . 4 . </ "' . PALOMAR AIRPORT ROAD NCTDAREA #1 SCALE: 1• = 5' - EXIST. STORM DRAIN INLET, PROTECT IN PLACE ,l - EXIST. GUTTER <I . "' - q <I . Ll_ q . "' . 76+oo "' <I <I - <I . <I. . <I . <I "' Ll "' <I NOTE: SEE LOCA noN MAP ON SHEET J. t? EXIST. CURB AND GUTTER PROTECT IN PLACE - I I I -- I I . "'. "' . <I· "' I I I I ~~Ll'_;j. l:.__-~rEX/ST. ,_ SIDEWALK "'. <I EXIST. ST. LT. AND BUS STOP SIGN EXIST. HANDHOLE 110.88 F.S. 111.50 T. W. 6+48.00M 47.02 RT.--1----1--.,.--:.--,-.....-PROPOSED P. C. C. ADA PAD MATCH EXIST. SIDEW. LK 4 (11D.84) F.S. EXIST. CURB--f---1 I 1 I __J ---f--..!:§':_A:ND GUTTER 42' 6+40.00, 47.08' RT. MATCH EXIST. SIDEWALK (110.31) F.S. <t· PROPOSED P •. C.+---"'-/--C---:-7!-~ ADA PAD 4 . PROPOSED ADA EN :fj-· --- PER NCTD STAN AR ~ · · SEE NOTE 2. q 6+31.0D, 47.08' MATCH EXIST. S (109. 71) F.S. . "' LK I 110.35 F.S. '\...1 111.00 T. W. PROPOSED RETAINING I WALL PER SDRSD C-1 t --,:; iJf .... EXIST.-~I... SIDEWALK 109.7'7 F.s. <1j 10.10 T.W. ·.<I_' .. L_ 1----R/W I I 1 <I "' . Ll. "'I . . I I "' I :., I "/ -- I NOTE: NCTDAREA #2 SCALE: 1" = 5' PROTECT ANY EXIST. ELECTRICAL CONDUIT IN PLACE. NOTE 2: INSTALL AN ADA BENCH TO THE EXIST. BUS STOP ON NORTH BOUND COLLEGE BLVD. 500 FEET NORTH OF PALOMAR AIRPORT ROAD. PER NCTD TYPICAL BUS STOP PLANS AND DETAILS THIS SHEET. SEE NOTES A, 8, C, AND D. --- Ll .. <I <I " <I " ING" 811 MATCH EXIST. SIDEWALK 93.78) F.S. <I d 5lt<J <I d <I d " ~ <fl " EXIST. SIDEWALK <I • <>ld Cl) " "> '% <I LI d <I LI SIGN LOCA noN <I LI EXIST. FENCE~ --X-__ __, __ __ ,._ __ )( ---->< PROPOSED P.C.C. ADA SIDEWALK ----"fl!..C!!_ EXIST. CURB ,i· <I -__, __ __ ,._ BENCH OR TRASH RECEPTACLE MOUNnNG ANCHOR HOLES 1' ANCHOR BOLT ( 4X PER BENCH AND MIN. 3X PER TRASH RECEPTACLE) CONCRETE PAD NOTES: ·4 <I • --~:-. J~ MIN. EMBEDMENT : ., ·. 4. 1 ll 4 • C <I . 4 . ., :a ANCHOR BOLT SIZES ARE BASED ON HIL n KWIK T2 STAINLESS ANCHOR WITH 3" EMBEDMENT IN ACCORDANCE WITH ICC-ES EVALUA nON REPORT NO. ESR-1917. DETAIL -ANCHOR SOLT SCALE: 1" = 5' A. INSTALL BENCH PER TOLAR MANUFACTURING (MODEL SFBEN-08). --x • ----x----x-_ Cl) ,,: R/W NCTDAREA #3 SCALE: 1" = 5' NOTE 3: CONSTRUCT ADA COMPLIANT SIDEWALK ON SOUTH EXIST. "NO PARKING" SIGN TO BE RELOCATED ADJACENT TO CURB SIDE OF PALOMAR AIRPORT ROAD FROM A \l!ARA PKWY EASTERLY TO THE EXIST. BUS STOP. INSTALL TRASH CAN, AN ADA ACCESSIBLE PAD AND BENCH PER NCTD TYPICAL BUS STOP PLANS AND DETAILS THIS SHEET. SEE NOTES A, B, C, AND D. LI <I BENCH SHALL BE BROW COLOR, BACKLESS, MINIMUM 6-FT LENGTH, AND INCLUDE ANn-VAGRANT BARS BENCH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL THIS SHEET. SB • u z "AS BUILT" 8. INSTALL TRASH RECEPTACLE PER TOLAR MANUFACTURING (MODEL SFTR-07) TRASH RECEPTACLE SHALL BE SHOWN BROWN COLOR. TRASH SHALL BE ANCHORED INTO CONCRETE PAD PER ANCHOR BOLT DETAIL THIS SHEET. C. PROPOSED CONCRETE PAD TO A VOID EXISnNG TREE CONFLICT(S). D. CONCRETE SLAB PER NCTD X3-510-086 PLATFORM AND JOINnNG DETAIL. PLANNING ENGINEERING 3990 Ruffin Road. Suite 1 20 San Diego, Ca. 921 23 858-560-1141 858-560-81 57 Fax /?..< ~ t --"-~_7..,.c /.-1 -SURVEYING P.E. EXP. REVIEWED BY• <I " 4' . 95.13 T.C. 95.33 T.C . <I 8' <I LI <I <I EXIST. CURB AND GUTTER 79+20.62 SJ. 75' RT. PROPOSED BUS STOP LOCA noN 95.51 T.C. EXIST. BUS STOP SIGN TO BE RELOCATED ADJACENT TO CURB Cl) ,,: LI • .., PROPOSED P.C.C. ADA SIDEWALK MATCH EXIST. CURB --95.29 F.S. /; PROPOSED TRASH CAN EXIST. FENCE PROPOSED ADA BENCH PER NCTD STANDARDS. SEE NOTE J. . Cl) cy 95.49 F.S. DATE BENCH MARK: DESCRIPTION: MONUMENT CLSB-054 LOCATION: 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CENTf:R OF BULB AT 1HE NOR1H END OF HIDDEN VALLEY ROAD OPPOS/Tf: ENTRANCE TO WA Tf:R TANK. RECORD FROM: --'R-"-.""O.=S.'--'-'17-='2"--71'------------- 95.64 F.S. EXIST. CONTROL VAL VE PROTECT IN PLACE DATE INITIAL -=--1---- REVISION DESCRIPTION PETER R. SARNO DATE INSPECTOR ~-------------D_A_T_E_~ ELEVATION: _2_3_8._92 ____ DATUM: NGVD 29 ENGINEER OF WORK NEW CONCRETE W/ #3 B~RS @ EACK WAY. MID- 6. ClJSS II OR a,,9 BAS£ HANSON -WILSON f l•t•UUOU ,i 1 '-0" 6" SL.AB --, DOWELED S IP 18"' o.c. JOINT (S.J.) ~CONCRElE SIDEWALK I DEPTH · ........... -~ ... -~· I e .. -~~ .. , ' . I • • .. • .. .. ' • '.• .. ,,. .• .. . "' ~ = a ~> -',..-~~~ .(1. - §5 SMOOTH BAR AT (SUP JOINT) NEW SID£WAI.K: PROVIDE SIIWCUT CONTRACTION JOINT AT I: I ASPECT: TO CEN£RALLY MATCH EXISTING. CUT JOINT 1,1 N. I/ 3 OF SI.AB THICKNESS AS SOOII AS C()/,IC, Will. SUPPORT EQUIP. PLATFORM & JOINTING DETAIL NORTH COUNlY TRANSIT DISTRICT TYPICAL BUS STOP IPLANS & DETAILS DETAIL N CTD BENCH BUS STOP a· 1·-s· .. A ... , • ----5· l l r -·-----------__ ,.._7 I I . I I 1.8" - o.c. 60F'6 I • ________ _1 C r-PASSENGER I I . •I BENCH I ~ I I ·.., I .; I I ,_; I I S.J S.J. I I I I I (E) I : (E) SIDEWALK SIDEWALK I '(N) SIDEWALK <fl -I I I I 0~ ',----I I ' DATE HANSON .· WILSON -·~···· .. ··· .. INITIAL DATE "" ' INITIAL OlHER APPROVAL CllY APPROVAL (E) CUR0 de GUTTER BUS STOP SIGN TRASH RECEP TAGLE NORTH COUNTY TRANSIT DISTRICT TYPICAL BUS STOFI PLANS & DETAILS BENCH BUS STOP PIAN . IO II • - . GRAPHIC SCALE s' 0 s' ... , 50F6 10' 15' I SH~ET I CITY OF CARLSBAD rn 7 ENGINEERING DEPARlMENT IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS NCTD -VICINITY MAPS AND DETAILS ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DAlE OWN BY: SB""1 PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:43 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI08.DWG - kclippingerPLAN VIEW SECTION C-C SECTION B-B PLAN SECTION A-A SECTION B-B ANCHOR DETAIL 6/23/2022 12" MBIAM 1-112· 1-7/8" 2-3/4" . ., 4 8" . ·.4 ., 1-112· 4. . . 4 . -----b 1~ I / LI --- " 1.5' 1-112· I 6"1 6"7 1· . ., .. • 4 • .... ,4 ., .. . ., . ;i ✓I) /' 2-112· ., 4 . ·.4 ., 24"' . ., 4 8" · ·.44.' ., 1-3/4" 66"' 4. .. 4 . " 10· --....______ 4 • .... 1· 24'' . ., 4 . ·.4 ,4 ., .. . ., 4 . ·.4 ., .. DETAIL ~ MODIFIED D-12 NOT TO SCALE NOTES ., . . .,, ,..__5• _ _, ., • ., . . . ©FACEPLATE 5/16" x 10" ROLLED PLATE (ASTM A36) FORMEO AS SHOWN (ALHAMBRA FOUNDRY NO. A-3911 OR EQUIVALENT) AND EXTEND LENGTH OF BOX. 0 FACE PLATE ANCHORAGE 1/2" DIA. STEEL ANCHOR 42" O.C. (MAX.) PLACE AS SHOWN. 0 PROTECRON BAR: PLAIN ROUND STEEL BAR 1" DIA. SHALL BE INSTALLED WHEN NORMAL CURB HEIGHT IS GREATER THAN 6". BAR SHALL BE EMBEDDED 5" AT EACH END. © 0 SUPPORT BAR 1" DIA. x 22" LONG WITH SQUARE HEAD AND HEX NUT, BEND AS SHOWN. CENTER OF CURB INLET. ALL EXPOSED METAL PARTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICARON. 0 © AND 0 SHALL NOT OCCUR AT THE SAME LOCA RON. 5' PLACE IN #4 AT 12" O.C. (PR/NC. TOP Sil) #3 AT 12" OC. (TYP.) 12" LAP (TYP.) I • 3" CLEAR MIN. ~ (TYP.) c CONSTRUCRON JOINT (TYP.) '7'T-,-~~'::'""'7i1---;i;.-vi_67' 0.50• I MIN. W = 4' ~ '---._#4 AT 12" O.C. NOTE: INCORPORATE SIDEWALK INTO TOP OF UNDERDRAIN AS INDICATED IN PROFILE. l / ;·/ ✓--------~ I . ' D \ SECTION ~ MOD. TYPE "8" CURB INLET B PLAN ~ MOD. TYPE "B" CURB INLET ,._ 8 1 NOT TO SCALE 8 NOT TO SCALE 2-2/3" R/W 1.5' "A,, • s.oo·------------.-j1-----1.so·7 SIDEWALK BENCH FACE LIP OF OF 6" GUTTER CURB 4• "B"-t-1 8" / ! : :. .. . . . :•.1, .. _.,.: .. '. ~-" . . . ·. .... • • ,.• ll 24• .... . . .. • .. ; • ·-. : . .. . . ' 8" 10· A" I \ '• L6-J \ / E -"c" #3 AT 18" O.C. #4 AT 12" O.C. 8 MOD. REVERSE CURB OUTLET TABLE STREET f STATION OFFSET WIDTH LENGTH "A" "B" LAUREL TREE LANE 15+38.08 22.01' 4' 9.3' 97.98 T.C. 97.48 PROFILE ~ TYPE "8" CURB INLET ·c· 97.14 I I • . ........ ...._. . 1 . .... • ',. . ~ ••.. '<7 .• , .. : ."'-. • .. ·.·. =... . . ·. · .. ,, '"'1 ,· •. ·. .. • : .•. 11. • •• • ·.-....i • 1% MIN . "D" 97.0 ,, ,, Q100 = 2. 7 C.F.S. V100 = 3.55 F.P.S. STATION AND OFFS£T P£R PLAN 30 MIL PLASTIC UN£R m D££P ROOT TR££ BUBBL£R P£R SDRSD 1-04 UM/TS OF ROOTING SOIL • .. . io j,.. iri S/D£WALK UND£RDRAIN CURB & GUITE,;r-'--' P£R SDRSD G-02 11.25' P£RED 30 MIL PLASTIC UN£R 6" 6" CURB ROADWAY--~ STRUCTIJRAL S£CTION P£R 30 MIL PLASTIC UN£R PLAN 7' { SIDEWALK l4xB" SMOOTH D011£!.S O 1B" O.C, £AS£D ON ON£ £ND, TYP. ALL 3 S/0£5 5' 2.5' £XPANS/ON JOINT. TYP. ALL 3 S/D£S 1.5' I 4' 5' 2.s· 95::tCOMPACTION UND£R.....-,,'""· CONCR£T£ (TYP) ROOT CONTROL BARR/£R P£R SDRSD L-06 6 • SAND FIL T£R LA Y£R (P£R G£0T£CH, S££ GS-1.05) 6" A 8 SPLASH PAD P£R GS-5.06 t t t STRUCTIJRAL SOIL S£E NOT£ 3 3" SHR£DD£D-- HAROWOOD MULCH 5" COMPACTION UND£R <;ON_CR£T£ (TYP) ROOT CONTROL BARR/£R Pl;R SDRSD L -06 4 • i!£RFORA T£D PIP£ 9' NOTES 1. REFER TO GS-1.00 FOR ALL DETAILS NOT SHOWN HERE. 2. FOR TREE SIZE AND TYPE SEE SHEET 5 AND 6. 3. STAL/TE STRUC71.JRAL SOIL OR EQUIVALENT. PER SOILS ENGINEER RECOMMENDA RON IN RESPONSE TO GEOTECHNICAL REVIEW COMMENTS AND SECOND REVIEW OF PUBLIC IMPROVEMENT CONSTRUCRON PLANS DATED 5-6-22. S-1.O3 TREE WELL ADJACENT TO RIGHT-OF-WAY NOT TO SCALE l s•- 19·-tt I-2,5'--10' ' ' 0 I-- f A 6" RA !US, L ITYP ~L GUTT£R CURB U~£ . . 2 GATE VALVE 1 I-------{ 1 1----~~1 I \ CHECK VALVF. 1 CHECK VAL VF. 2 . ,• 7 \ . GATE VALVE 2 l'-6" MIN • (I -J 11-6d MIN • NOTES: /BYPASS AND METER* WI DOUBLE CHECK VALVF. 1. THIS DRAWING SHO\\S MINIMUM REQUIRrnENTS BY CMl\!J. MODIRCATIONS MAY BE REQUIRED FOR RRE MARSHAL'S APPROVAL. PLAN >-------! 1 >------i *BYPASS METER TO BE PURCHASED FROM CITY 2. FOR EXISTING INSTALLATIONS, THE SER~CE PIPING SHALL BE REPLACED CONCURRENTLY , _____/c,\_ , 111TH THE BACKFLOW PREVENTION DE~CE , ;!=!, ~ , ;!=!, \\HEN REQUIRED BY THE DISTRICT. f'i' (:;f ,%3_ ·i:: ~ E,== --~ IE u~ ;; {, ~,Y ~--~ _J :;: 0::: ~ I r--1 .,/-...., V -t.. 2 §l et:: ~~",--fl) " o... o... F--@ 1', MIN. 8 ~ ~ I _ 8" MIN.(TYP.) ~:~R~STIJ.D~. ,. :.MA_X; __ ••. ·• ~ ~-~j/1,,..,..,/_,~7,~GR. 1~sTALLATIO~ ~ SEE NCnr 2 AND sm.L~ r•~-=:---r"-"---'--'""---'~-t,,.-,....:..J :;;;,-: , REQUIREMENTS ; ~i:iii~~R.O.W. ~ " w cb_ @ <~:~ -/r:;,-.-. .. ~ ~-~If( -"' " 1/ SECTION @-r·. !_ >t m ~ ~-, __/'// ~~~~ I" CONDUIT TO ALARM V -~ PANEL AS REQUIRED CUSTOMER RESPONSIBI LITY BY RRE MARSHALL ITEM 2 3 4 5 6 7 8 g REV. NOTES, CONT'D: INSTALL PURSUANT TO CMC SECTION 11.16.050, TITLE 17 Cf" THE CALIFORNIA ADMINISTRATIVE CODE, AND THE u\TEST ADOPTED CROSS CONNECTION CONTROL POLICY HANDBOOK. 3. THIS STANDARD APPLIES TO FIRE PROTECTION SER~CES ONLY. ASSEMBLY LOCATION AND LAYOUT TO BE APPROVED BY DISTRICT. 5. ABOVE GROUND APPURTENANCES SHAll BE PAINTED AND IDEN TIRED AS CALLED FOR BY THE RRE DEPARThlENT. 4. INSTALL PROTECTION POSTS AS REQ'D PER SID DWG. W-25. 6. All BURIED NUTS AND BOLTS SHAll BE WAX TAPE COATED PER SPEC. 09902. DESCRIPTION SPEC/DWG USC APPROVED DOUBLE CHECK DETECTOR OR RP DETECTOR ASSEMBLY FLG D 90' DI BEND FLG X FLG/PO/MJ 90' DI BEND FLG'D DI SPOOL 11-11-<'LJ::, I 1::3L J{ K POLYETHYLENE ENCASEMENT 4 INCH THI CK REIN FORCED CONCRETE PAD (560-C-3250) GALV. PIPE SUPPORT TAMPER SWITCH SIGNAGE AND SECURITY AS REQ D BY FIRE MARSHAL APPROVED DA TE CARLSBAD MUNICIPAL WATER DISTRICT f) __ .ffu i! .i,i DISTRICT ENGINEER RCE 55974 STANDARD DWG. ND. DETAIL ~ 3" AND LARGER BACKFLOW INSTALLATION NOT TO SCALE 15112 15056 15056 15056 03000 15000 03000 15000 4/29/2 DAlE CURB & FL £l.£VS. P£R PLANS A J 18" 14 O 6" o.c. 801H WAYS I,, 6" . -_...;. • i' CONSTRUCnON 1"-/--$1--t-------=5.=-5• ______ -I JOINT - -1--m -" -~ ·o, 2-J"x2"x¼"X4' GALVANIZ£D ST££!. ANGL£ FACE PLAT£ 5.5' 14 O 6" o.c. I- ~ l.ij :J ~ -~ -~ .Ill ~ ~ ~ 's ~ :: 0 t ---0 t 0 -~ (;I.I . . / <o • kLl • -co <o I I ..... .... c:o .... .... ~-<o- " --I ,.., ,.., \ " 0,- I ,-.:· ,-.:· o,- 0, 0, , , r r I ... ... O'-TR, NSJ·Rc . 1 L. iRA ,si-10/'{ . ,. I 1,,1 ,t Cl ,. I I I • ' . luRi-1°-j-fu · B _c1Rj-If-6r=-I PROFILE ~ CURB TRANSITION SCALE: 1: = 10'(H), 1 • = 5'(V) ,UR' 1• GUTT£R 0£PR£SS/ON NOTES BOTH WAYS CONTINUOUS • ... 1. CONCRETE SHALL BE 520-C-3250 UNLESS OTHERWISE SPECIFIED. 2. SECRON TO BE SLOPED LATERALLY WITH TOP CONFORMING TO GRADES OF THE EXISRNG SIDEWALK &: CURB. 3. TROK£L FINISH TOP SURFACE &: FLOOR OUTLET. REPRODUCE MARKINGS OF EXISRNG SIDEWALK AND CURB. 4. OPENING WIDTHS IN EXCESS OF 3' (TO CONVEY THE 10 YEAR STORM EVENT) SHALL REQUIRE APPROVED STRUC71.JRAL CALCULA RONS. 5. GUTTER TRANS/RON LENGTH PER DESIGN PLANS; AN ADDIRONAL 2.5' CURB TRANS/RON LENGTH AS RECOMMENDED FOR EVERY 1' OF ADDJRONAL GUTTER DEPRESSION. 6. ELEVA RONS SHALL BE SHOWN ON PLANS WHERE IND/CA TED BY "O" SYMBOL. -( G \GS-5.O4a SIDEWALK UNDERDRAIN \_V NOT TO SCALE I SH~ET I CITY OF CARLSBAD ENGINEERING DEPARlMENT IMPROVEMENT AND GRADING PLANS FOR: rn 7 NOT TO SCALE NOTES fESS/% SB • "AS u BUILT" BENCH MARK: AV/ARA APARTMENTS TYPICAL SECTIONS AND DETAILS 811 1. CONCRETE GUTTER TO MATCH ADJACENT GUTTERS. 2. AN EXPANSION JOINT SHALL BE PLACED AT THE ENDS OF THE INLET 'M-IERE THE CURB JS TO ADJOIN. PROVIDE 1/4" TOOLED GROOVE IN TOP SLAB IN LINE WITH BACK OF ADJACENT CURB. 3. SURFACE OF TOP SLAB TO MATCH SIDEWALK FINISH AND SLOPE. PLANNING ENGINEERING 3880 Ruffin Road, Suite 1 20 San Diego, Ca. 821 23 B5&560-1141 B5&560-B157 Fax _.v:J "'' ·:tl. ~-·7/;,.,.7 1 PETER R. SAFINO z -SURVEYING DATE P.E. EXP. REVIEWED BY, DATE DESCRIPTION: MONUMENT CLSB-054 LOCATION: 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CENTf:R OF BULB AT 1HE NOR1H END OF HIDDEN VALLEY ROAD OPPOS/Tf: ENTRANCE TO WA Tf:R TANK. RECORD FROM: -'R"'"""o.'-=s'-. -'-1""72""7-'-1 ___________ _ INSPECTOR ~--------------D_A_T_E_~ ELEVATION: _2_3_8._9_2 ___ _ DA TUM: NGVD 29 ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DAlE OWN BY: SB.ta PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL RVWD BY: CT2O1 B-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:44 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI09-SI11.DWG - rpowell6/23/2022 MBIAM ,+2, • • • • . ,.. , -, / -_, -15 f ') I . ,.. . - • • -r I . -. - -- i l5 f IJ 811 V ,.;w 65' ' 34' ' I I I I 29' 5' SB ' I I I 11' I ~iJ I I ' I sci:;:; I 1.,:0% vili;4.00%) I 2.,1..'l% I , (,; / \ I . / Y" \ / ( 93, ~'?· ., .. -· ~ / _,,,. V ----- ,4 0 5' SB / ~ ¥ ' :V ' ~~ / '];· I;, 'I' / -1 , -~ ,/ \ ,/W 17 , I I I I I I I I ' I \_p 0POS ~D GRI 1 UND '-EX/ ,,T. GROUND ~ 0 I n+oo.oo -LAUREL /REE LANE SCALE: 1" = 10'(H), 1" = 5'(V) 65' 34' 29' ' t,.., 11' ~'l<l I~ sci..,. I l. : 0"' -l/11(1 QI%) I "· Bl?_% 7 ~ ··-' , . . . \ -, .. / V\ K I\._PliOPOS D GR 1 UND \ [\_EX/ ,T. GI 'OUND 36' i.r- ~ 0 36' ..r- / / / \ I / ---1:1--.. --PE, / DE, ,4 \ ~t.5: 1 TEMP SLOPE FOR, EMEDl'AL GR,?.DING GEOTECHNICAL ENGINEf TI-I 7i ' BE DETERM NED I 0 , ,I, ' REMEDIAL GRAD/1 G UR/NG FIELD OPERATIONS 0 , 0 ,I, 12+oo.OO -LAUREL TREE LANE SCALE: 1• = IO'(H), 1" = 5'(V) SB . u z - PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 120 San Diego, Ca. 821 23 858-560-1141 85B-56D-E157 Fax /]5//,3!/~1 PETER R. SAFINO DA TE , • ,.. - ltw ·-- I . -.. - .ee-- --- ,4 0 f ') • --• -- ~/W I I • ·-I I ,_ I ~ I , _,,, • €)9--• -€)-- ,4 0 f IJ "AS BUILT" P.E. ___ EXP. ___ _ DATE REVIEWED BY, ,+2, • • • • . ,.. I -, -_, -15 f I . ,.. -. - f-+1 - . --. - -- i l5 f I :L\t: 65' , I 34' 36' I I I 29' 5' 58 I I I I 11' ' I ~I~ I I I ~:'p.35%) I 1,50% 3.54%: • .. / \ 1-••• • , / ~oly" / \ ¢) V ""' p 0POS aD-GR-,LJl'JD , \ ~1/ I "-EX, "T. GROUND IY kt / ') EXIST. - IJ L/ I / ------/ '-.......1.5: 1 T£ 1P SL - __ 1 / / r--p ~R GE~TECHNICAL ENG/NI D PTI-1 TO BE DETERMINED ,4 0 ~ •,tw ' I 5' SB ' I I ' I I 2~t MAX.1 ~~ I TEMP SLOPE I 1.50% =· . -·- PE FOR REA ED/AL GRAD/ 'G ':R, RBMEDIA/J. GRA()/NG DURING FIELD OPERATION, 0 I I tt+50.00 -LAUREL TREE LANE SCALE: 1" = I0'(H), 1" = 5'(V) 65' ~ 34' 36' I 29' I 11' :31J., ~I~ 3.5f;% ~: (3.52~ ' GRO ND--. / I\ 1.: -· ' '-..._,,, , , I \ / / '-PR /' / \ ..... \ -/ l'-/.5; TEMP1 SLOP 17-----Pf ' GEO'{ECHNl,CAL Et GJNEI LI< -TH-7i ,l-8£ -r £·TERM/NED- ,4 0 , ,I, 'POSED GROUND ~ FOR REMEI /AL G AD/NC ?, REMEDIAL GRADll:JG , 1:/RING -FIEtD 0PERkTJON. , 0 ,I, 12+50.00 -LAUREL IREt:: LANE SCALE: 1" = 10'(H), 1" = 5'(V) BENCH MARK: DESCRIPTION: MONUMENT CLSB-054 LOCATION: 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CEN'Tf:R OF BULB AT 1HE NOR1H END OF HIDDEN VALLEY ROAD OPPOS/Tf: ENTRANCE TO WA Tf:R TANK. 0 0 DAlE INITIAL DAlE INITIAL RECORD FROM: __,R-"-.0=·=S.--'1'-'-7'°''27'-'1 __________ _ REVISION DESCRIPTION ~I_N_S_PE_C_T_□_R __________ D_A_TE_~ ELEVATION: _2_3_8._92 ____ DATUM: NGVD 29 ENGINEER OF WORK OlHER APPROVAL • ,.. -, __ ,., .. I . - I V .. - / i..r--/ ,ee-- --- ,4 0 f ') • --• -- I ,(W • ·- I I ,_ ' I • €)€)-• -€)-- ,4 0 f IJ I SH!ET I rn CITY OF CARLSBAD ENGINEERING DEPARlMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS LAUREL lREE LANE ST. SECTIONS -STA. 11+00.00 TO 11+50.00 & 12+00.00 TO 12+50.00 ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DATE OWN BY: SB""1 PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY: CllY APPROVAL RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:44 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI09-SI11.DWG - rpowell6/23/2022 MBIAM ·--,_ ':/W • • -I ' . ! I I I 5' SB I I I I I 2: 11 MAX.1 '-I .,-,:MP-SUJPE-I 1~5P- ., EXIS-".-GRO IND I 1.-.· >-I I ·-- I - D_/ / - PRO 'OSED GROU I \ I ER m :oTECH('IICAL IENGIMER,~ -/ " · EMEDl~L-GR~DING-JEP-11-1t-re -/ \__1 E DETf:RMIN D DUI ING FJ:W 5: 1 I eE8A7lQl!lS / ,., - i 5 ti ~ .i 'O 2 . ---. - I :/W • • I ' . I I I 5' SB :1 1 I I I I I I .&.:--MA-X.1 I TE1 P SLOPE '-I I 1"'-I I EX/ ,T. GRbUND-"'-I I 1.~0% ·-\ ' ' ., . -I -,_J / PROP, •>SED ROUNI PER GEOITECHN CAL Et;,JGINEE,R, ----r-----I\ REMEDIA/l GRA1 ING DEP11-I IO ~BB,-DETE~MINEL -DuRt 'G-FIEJ / OPERAnONs r ,., ,J i i5 f '.) "' 'O ~ 811 65' 34' 36' I I I 29' 1-.' 11· -1,.I ~I~ "ti ' - 3.12~ "1 -(r,J,06-- I - "MPS OPE FOR REi ,mtA GRADING 0 2 13+00.00 -LAUREL TREE LANE SCALE: 1" = 10'(H), 1" = 5'(V) 65' 34' " 36' 29' I ' 11' I-I ~ILIJ sl~ c;!ilb : ~.50%) .18% -- I \ 1~ ;:1-1E r4p-s[ JPE-Fi R-REl ED/lit: -GRAD/ 'JG 'O I ~ 14+oo.OO -LAUREL TREE LANE SCALE: 1" = 10'(H), 1" = 5'(V) SB 0 'O ~ . u z - PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 120 San Diego, Ca. 821 23 858-560-1141 85B-56D-E157 Fax PETER R. SAFINO" DA TE • ,,_ I -- I /W • . - ' ' -I I I / I I V :ee- -'B-- .i 'O ti ~ • ,.,., • -- ~/W . ,., • ·- I I I / I I ~ V , • 00- , ,., -- "' 'O f '.) "AS BUILT" P.E. ___ EXP. ___ _ DATE REVIEWED BY, ·--,_ • • -' . 5' SB 2: -MAX. TEJP SL()f'E ' I "--- ·--E, -IST. dRouND ' / ,_ ' , - - I GRO ND_J PR( •POSE{!) "ER GEOTECl;INICAL ENGINEER,---~EMEdJAL_G&,AD./N_G >-D_E_eJEJ_LO BE DB(ERMINED DL RING FJELD 'JPERAnONs ,., - i 5 ti ~ .i 'O . ,,_ . - • • • • 5' SB 2: .. 1t_MAX.,-- TEMP SLOPE " I I"'-• ,is,.--, ;ROUND \ \ ·-. -r-- - PRr: DOSED GROU lf'ER GffOTECf NICAL ENGINEER,-r-----.... !f?EMED/1',L GR DING DEP11-li TO E-DEIERMIN -D-DURING-F/Et lf'I I I .u 0PERA 10NS ,., ,J i i5 f 'O "' 0 BENCH MARK: DESCRIPTION: MONUMENT CLSB-054 LOCATION: ' / .. I '-t: I I I I I I I I I 1,50% _/ ., .. 1-- I / I - / \ / \ I / ~ /W I I I I I I I I I I I I I I I I I 1.50% ., .. 65' 34' 36' I 29' L 11'· 1---I aILIJ I~ i'Jil r3.41%' ?.~3% I •i >--1.5: 1 TEMP SLOPI • FOR ?£MEDIAL GRADING 0 ~ 13+50.00 -LAUREL IREE LANE SCALE: 1" = 10'(H), 1" = 5'(V) 65' , 34' 36' I 29' , I I 11' :::ililJ ~I~ n <ill I 3,49• I 1.80%) , ~ I j I~.· • / 'D / I \ I \ 0 ,~5: -TEM >-sro, £-po~ ·REMEi 1/AL-G ?ADIN,,· ~ 0 I 14+50.00 -LAUREL TREE LANE SCALE: 1" = 10'(H), t" = 5'(V) ~ 0 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CENTER OF BULB AT 1HE NOR1H ENO OF HIDDEN VALLEY ROAD OPPOSITE ENTRANCE TO WATER TANK. DAlE INITIAL DAlE INITIAL RECORD FROM: __,R-"-.O"".""S.-'1'-'-7'°''27'-'-1 __________ _ REVISION DESCRIPTION ~I_N_S_PE_C_T_□_R __________ D_A_TE_~ ELEVATION: _2_3_8._92 ____ DATUM: NGVD 29 ENGINEER OF WORK OlHER APPROVAL • ,,_ I -- ~/W • . ,., • . - I ,/ I / I ,/ /' :ee- -e-- .i 'O ti ~ • ",., • -- ·--. ,., I ' . - I • ee- , ,., -- 4 'O 'O 6,. ~ rn CITY OF CARLSBAD 0 ENGINEERING DEPARlMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS LAUREL TREE LANE ST. SECTIONS -STA. 13+00.00 TO 13+50.00 & 14+00.00 TO 14+50.00 ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DATE DWN BY: SB""1 PROJECT NO. DRAWING NO. DAlE INITIAL CHKD BY: CllY APPROVAL RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:45 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI09-SI11.DWG - rpowell6/23/2022 MBIAM i . -·-- • • 65' ' ' -•{W ' 29' 36' I I 11' >--'--~---. I a1 J. : -+---t------t-i-----t-----i-----t--::tl~-------i------,--1-----+---t------t-----t---+------t-.----t-------t-------t--------i------, ~11 L----' 1:-t--+---++-±::--::-+-+-'t;l;;--:;;;;;;t----t--t---11--t--+--+--+---tt--:l,,,-..::....+--r---i·~f-:fj-9-I 'i 2.94" • :cii-32" ...-• - r- I I I I I I I 1.,50% ,. ' I I : .· 1-----+---t------t-----t---+-_,.,~,R'Q/i'OSED GROIJND'-L__j/ __ 1----+---+--+--+---+---+---+--+---+---+-----1--1-----+---+--+--+-----1 - 60 4.0 ·--' - • • -' ' " .. I I I ' I I ·--' -~ ~D~ ... 3. EXIST. GROU ' -' . ... ' / \ ,,, -•· oe.os V -- 15 f 0 ~ 0 ~ ) 15+00.00 -LAUREL IREE LANE SCALE: 1" = 10'(H), 1• = 5'(V) 65' 29' ~ 36' I 17'± (VARIES) 1-- ~Ii., I I~ ;,jl__, I I 4:111 ~6· ' D_GRI ·IUND 0 I ~ 16+oo.OO -LAUREL TREE LANE SCALE: 1• = 10'(H), 1" = 5'(V) , 0 SB R)(W I I I ~ 4.0 0 . u z - PLANNING ENGINEERING SURVEYING 3880 Ruffin Road, Suite 120 San Diego, Ca. 821 23 858-560-1141 85B-56D-E157 Fax ?:2.:f/,~/1, 60 • --• -- • ·-, ·- ~ \", >- I I > > • ee-• 9 -- f 0 "AS BUILT" P.E. ___ EXP. ___ _ REVIEWED BY, I DATE ·--. - • • ' ' ' ,;'W I I I I I I I I I ·--. - I EXIS, . GROUND1 .. I :., PROPO~ ':D-GR ~UNO I~ -- i ~ 6 0 4. 0 -~o ) <3 ~ I LOT 3 t i ,/ 107.07 T.C. 106.61 -< 106.70 LIP 107.08 F.S. --! 106.88 LIP 107.20 LIP \ 107.48 LIP 107.62 f. RAMP PER SDRSD G-29 107.84 LIP 107.74 f. 108.25 T.C. 107.75 F.S. 108.38 LIP 108.27 108.44 LIP \ \ BENCH MARK: DESCRIPTION: MONUMENT CLSB-054 LOCATION: 0.4 Ml NOR1HERLY OF PALOMAR AIRPORT ROAD IN 1HE CEN'Tf:R OF BULB AT 1HE NOR1H END OF HIDDEN VALLEY ROAD OPPOS/Tf: ENTRANCE TO WA Tf:R TANK. RECORD FROM: --'R"".O"".""S.-'1'-'-7'°''27'-'-1 __________ _ 811 PETER R. SAFINO DA TE ~I_N_S_PE_C_T_□_R __________ D_A_TE_~ ELEVATION: _2_3_8._92 ____ DATUM: NGVD 29 65' I ~ I I I 29' 36' ' 11' ... ;:ii, .I ~I~ ~I r !(i4,39%) 1,50% • .._y2:, ' . r I ." .- ~ 0 ) ~ 0 15+50.00 -LAUREL TREE LANE SCALE: 1• = 10'(H), 1• = 5'(V) )> i i (~ ~) ? ~ 0, i --< I ~ DETAIL -PED RAMP tt SCALE: 1" = 10'(H) DAlE INITIAL 105.99 ± T.C. \ ~ 106.32 F.S. 'J: 106.28 /f. J I ~ 106.64 F.S. .c. (107.16) F.S. DAlE 1/'.'W I I I I INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL ~ 0 DAlE INITIAL CllY APPROVAL • --• -- • . - ' ' - • ee-• 9 -- 6 0 GRAPHIC SCALE 0 -II ' - ------ -----------10· 0 10· 20' 30' ~ rn CITY OF CARLSBAD 1 ENGINEERING DEPARlMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS LAUREL TIREE LANE ST. SECTIONS -STA. 15+00.00 TO 15+50.00 & 16+00.00/PED RAMP DETAILS ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9 /30 /22 DAlE DWN BY: SB""1 PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 Plotted: 6/22/2022 11:50 AM D:\76582 AVIARA APTS\03 DWG\SI\76582SI12-SI13.DWG - kclippinger6/23/2022 I _.j 3- / y__ _., J ~ I •Ii jpfJt oo)= fl w>1rc\•i j, .· . . . I .. · . .. J . I 1;,:c•\ ~-- :_ i' PROPOSED 1. 5" GRIND AND ,-, :: , ·:'. ~ OVEF?_LA Y (VARIES}___ \1 ---\ \ \~--~~=,1==;~~1!; D T -1---1 "'· -~?~·,,.,..__ "1 \ I 811 .) I I I I DISCHARGE LOCATION I \ \ \ \ \ I \ I \ IN THE CENTER OF BULB AT THE NORTH END OF HIDDEN VALLEY ROAD OPPOSITE ENTRANCE TO WATER TANK. RECORD FROM: _,R=.O=.S=.-'1"""72=7-'-1 __________ _ ELEVATION: 238.92 DA TUM: NGVD 29 BMP TABLE HYDROMODIFICATION & TREATMENT CONTROL 0 TREE WELL LOW IMPACT DESIGN (L.I.D.) 0 INLET FILTER SOURCE CONTROL 0 STENCILS LZ NO DUMPING DRAINSTO OCEAN SD-1 15EA. TC-50 4EA. SD-13 PARTY RESPONSIBLE FOR MAINTENANCE: NAME AV/ARA, LP ADDRESS 3444 CAMINO DEL RIO NORTH #202 SAN DIEGO, CA. 92108 PHONE NO. (858) 535-1475 PLAN PREPARED BY: NAME PETER R. SAFINO COMPANY SB&O INC. ADDRESS 3990 RUFFIN ROAD SUITE 120 SAN DIEGO, CA. 92123 PHONE NO. (858)560-1141 BMP NOTES: CONTACT DENNIS SZUBERLA SIGNATURE CERTIFICATION ___ _ 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. I CJ --:A -. _,.,,.-:_·.. . ·. ·-.. _;..,,. ~ ·.;. . : :. . , • I ., I Ill I Ill/ I ✓ ---I~ I I I I I I V, I I I 'I 1-C. I I '-",. ,. I .. I I I ,,. ' I I I I . . I BB 535-1 5-6 QUARTERLY AS NEEDED 444-4A 3,4,5 QUARTERLY QUARTERLY BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERA TING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY, THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERA TING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT S/GNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. LEGEND RIGHT OF WAY DIRECTION OF FLOW DAYLIGHT LINE PROPOSED SIDEWALK EXISTING SIDEWALK AC PAVING TREE WELL CURB CUTS REVERSE CURB OUTl.ET 50' RIPER/AN BUFFER 100 YR. FLOODPLAIN _JL □ ,, GRAPHIC SCALE ------ ---- • u z - -------JO' 0 .30' 60' 90' i .3)/ VJ 6 " a.. PLANNING ENGINEERING SURVEYING "AS BUILT" ~ 1/ w No. 44171 "' 3990 Ruffin Road, Suite 120 "' "' -+c * San Diego, Ca. 92123 ?--.s>,. c,v,1.-;$, ... B58-56O-1141 '1;,<' di; BSB-56O-B1 57 Fax OF' c~\.I' /Y ,< ";;1'.f P.E. EXP • DATE • ✓--,;/: ,::./·-: PETER R. SAFINO DATE REVIEWED BY, WDID # 9 37C INSPECTOR DATE ~ ~ CITY OF CARLSBAD 2 ENGINEERING DEPARlMENT 7 IMPROVEMENT AND GRADING PLANS FOR: AV/ARA APARTMENTS BMP PLAN ROW -2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE DWN BY: SB4l0 PROJECT NO. DRAWING NO. DAlE INl11AL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT2018-0002 535-1 76582.10 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA147711 7/14/2022 MBIAM0POLE SCHEDULE P□LE DATA SIGNAL LUM I NA I RE SIGNAL M□UNT I NG •• PED PUSH BUTT□N ---= .. ---------~------------N□, TYPE HEIGHT MA LMA LED VEH MAST ARM PED PHASE P□LE QUAD ® 24-4-70 30' 35' 15' 120W SV-1-T 1-MAS SP-1-T 2 ® 1-A 1 O' TV-1-T SP-1-T 4 C 26-4-70 3J' 45' 15' 120W SV-1-T 2-MAS SP-1-T 4 ® 1-A 1 O' TV-1-T SP-1-T 6 0 17-2-70 30' 20' 15' 120W SV-1-T !-MAS SP-1-T 6 CD 1-A 1 O' TV-1-T SP-1-T 8 ® 26-4-70 3J' 40' 15' 120W SV-1-T 2-MAS SP-1-T 8 ® 1-A 1 O' TV-2-T SP-1-T 2 ® 26-4-100 30' 45' 15' SV-1-T 2-MAS SP-1-T ® 1-A 10' TV-1-T SP-1-T ® 26-4-100 30' 45' 15' SV-1-T 2-MAS SP-1-T ® 1-A 10' TV-1-T SP-1-T © 24-4-100 30' 35' 15' SV-1-T 2-MAS SP-1-T 6 G) PPBP 5' 7' 2 4 ® PPBP 5' 7' 4 © PPBP 5' 7• 6 CONSlRUCTION NOlES: [I] EXISTING MODEL 2070 CONTROLLER ASSEMBLY IN TYPE 332 CABINET REPLACE EXISTING CABINET TO 3521 McCAIN CABINET, CONTRACTOR TO INSTALL ALL EXISTING EQUIPMENT IN NEW McCAIN 3521 CABINET. eg:COMMUNICATION AND BBU. INCLUDE ALL ACCESSORIES TO PROVIDE THE PHASING AND PERFORM ALL FUNCTIONS INDICATED ON THIS PLAN. ALL EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCT UST". CONTRACTOR TO PROVIDE ALL PROGRAMMING AND TESTING OF EXISTING 2070LX CONTROLLER AND 352i CMU PRIOR TO RUN. (!] EXISTING TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ONE 120V-50A-1P (METER SIGNAL) ONE 240V-30A-2P {UNMETERED LIGHTING) ONE 120V-15A-1P {METERED IISNS. CONTRACTOR SHALL VERIFY SERVICE LOCATION AND REQUIREMENTS WITH SDG&E. (I] EXISTING TRANSFORMER 5 5 5 7 1 1 3 7 3 5 5 7 P□LE L□CATI□N A B 6' 2. 5' 13' 2. 5' 13' 2. 5' 15' 2. 5' 13' 2. 5' 13' 2. 5' 15' 2. 5' 12' 2. 5' 4' 3' 10' 8' 10' 6, 5' 15' 6, 5' 13' 6' 14' 6, 4' 21' 6' 19, 5' 6, 5' EXISTING 11 R73-2(CA) REFLECT□RIZED STREET NAME SIGN <RSNS) <SINGLE FACE> Avio.rn Pkwy Lnurel Tree _n Av i o.ro. Pkwy Lo.urel Tree _n Avlo.ro. Pkwy Lo.urel Tree Ln Avlo.ro. Pkwy E_XISTING ~ R3-4 REMARKS [I] [II [I] [I] [II [I] 1!£1 [ill [g] @I IE] ~ ~ @] @] @] '' '' i [TI AT LOCATION @: REMOVE AND SALVAGE EXISTING SIGNAL STANDARD WITH ALL SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS, ~OVE AND RELOCATE EXISTING EVPE, LUMINAIRE, RSNS AND R3-4 SIGN TO LOCATION (!y. REMOVE EXISTING FOUNDATION 24" BELOW FINISH GRADE. IF DETECTOR ASSIGNMENT A CONFLICT IS FOUND, DEEPER REMOVAL UP TO COMPLETE REMOVAL COULD BE NECESSARY. [Ij AT LOCATION @: REMOVE AND SALVAGE EXISTING SIGNAL STANDARD WITH ALL SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS, REMOVE EXISTING FOUNDATION 24" BELOW FINISH GRADE. IF A CONFLICT IS FOUND, DEEPER REMOVAL UP TO COMPLETE REMOVAL COULD BE NECESSARY. [Ij AT LOCATION @: REMOVE AND SALVAGE EXISTING SIGNAL STANDARD WITH ALL SIGNAL HEADS. PEDESTRIAN HEADS, PUSH BUTTONS, Re;M,_OVE AND RELOCATE EXISTING EVPE, WMINAIRE, RSNS AND R73-2 SIGN TO LOCATION (£). REMOVE EXISTING FOUNDATION 24" BELOW FINISH GRADE. IF A CONFLICT IS FOUND, DEEPER REMOVAL UP TO COMPLETE REMOVAL COULD BE NECESSARY. (I] AT LOCATION @: INPUT ASSEMBLY 1 "I" FILE SIU9 (1-24CH) DET. PHASE SLO FIT 1 5 11U 1 3 2 12U 2 4 2 12L 2 5 2 13U 3 6 2 13L 3 9 7 15U 5 11 4 ISU 6 12 4 ISL 6 81 2 111U 11 4 6 INPUT ASSEMBLY 2 "J" FILE SIU10 (1-24CH) CH. DET. PHASE SLO FIT CH. 1 1 3 6 4 6 5 6 6 6 9 3 11 8 12 2&5 21 4&7 1&6 3&8 1 7 5 PPB LOCATION VID CURB 8 REMOVE AND SALVAGE EXISTING SIGNAL STANDARD WITH ALL SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS, REMOVE EXISTING FOUNDATION 24" BELOW FINISH GRADE. IF A CONFLICT IS FOUND, DEEPER REMOVAL UP TO COMPLETE REMOVAL COULD BE NECESSARY. * VIDEO INPUT [ " " ' [Ij AT LOCATION ©: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOI.£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE I ' I ' I REMOVE AND SALVAGE EXISTING SIGNAL STANDARD WITH ALL SIGNAL HEADS, PEDESTRIAN HEADS, PUSH BUTTONS, REMOVE AND RELOCATE EXISTING LUMINAIRE, RSNS AND R3-4 SIGN TO LOCATION@. REMOVE EXISTING FOUNDATION 24" BELOW FINISH GRADE. IF A CONFLICT IS FOUND, DEEPER REMOVAL UP TO COMPLETE REMOVAL COULD BE NECESSARY. OF CONSTRUCTION OF THE PROJECT, INCWDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE CUR B--r--,-.;_ [Ij AT LOCATION([): [ill REMOVE AND SALVAGE EXISTING PEDESTRIAN SIGNAL HEAD AND PUSH BUTTON AND INSTALL NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD. AT LOCATION@: REMOVE AND SALVAGE EXISTING PEDESTRIAN SIGNAL HEAD AND PUSH BUTTON. INSTALL NEW COUNTDOWN PEDESTRIAN SIGNAL HEAD AND NEW ADA PUSH BUTTON. INSTALL VIDEO DETECTION ON EXISTING MAST ARM AS SHOWN IN THIS PLAN AT LOCATION@: REMOVE AND SALVAGE EXISTING SIGNAL HEAD AND PEDESTRIAN PUSH BUTTON. INSTALL NEW 3-12"(RA,YA,GA) SIGNAL HEAD ON EXISTING STANDARD. INSTALL NEW PEDESTRIAN ADA PUSH BUTTON. AT LOCATION ©: INSTALL NEW TYPE 26-4-100 SIGNAL STANDARD WITH 45' MAST ARM ON NEW FOUNDATION. LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 14 RW REINSTALL EXISTING EVPE FOR PHASE 3+8 AND 4+ 7, RSNS, R3-4 SIGN AND EXISTING LUMINAIRE CONSlRUCTION NOlES CONTINUES: FROM LOCATION@. SEE POLE SCHEDULE. ---------------AT LOCATION@: 1181 INSTALL VIDEO DETECTION SYSTEM CITERIS VANTAGE NEXT SYSTEM) TO PROVIDE INSTALL NEW TYPE 1-A SIGNAL STANDARD ON NEW FOUNDATION. SEE POLE SCHEDULE. IE] AT LOCATION ~: INSTALL NEW TYPE 26-4-100 SIGNAL STANDARD WITH 45' MAST ARM ON NEW FOUNDATION. REINSTALL EXISTI,tl_G EVPE FOR PHASE 1+6, RSNS, R73-2 SIGN AND EXISTING LUMINAIRE FROM LOCATION (£;. SEE POLE SCHEDULE. @) AT LOCATION @ : INSTALL NEW TYPE 1-A SIGNAL STANDARD ON NEW FOUNDATION. SEE POLE SCHEDULE. VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES, INCLUDl~G VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS AND ALL WIRING AND ANCILLARY EQUIPMENT. VIDEO DETECTION SOFTWARE SHALL BE LATEST VERSION. CONTRACTOR TO PROVIDE ALL PROGRAMMING AND TESTING PRIOR TO RUN. 14 ~ VIDEO DETECTION CAMERA SHALL BE INSTALLED ON SIGNAL MAST ARM USING A MANUFACTURER-APPROVED RISER {PELCO "ASTRO BRACE" BRACKET WITH 74" RISER") MOUNTED ON THE BACK SIDE OF THE SIGNAL MAST ARM AS SHOWN ON THIS PLANS. 20. ABANDON ALL FRONT LOOP DETECTORS ONLY ADVANCE LOOP DETECTORS TO BE REMAIN. 21. REWIRE ENTIRE INTERSECTION SEE CONDUCTOR SCHEDULE. ' I ' I ' I ' I I I I I ~ AT LOCATION (): INSTALL NEW TYPE 24-4-100 SIGNAL STANDARD WITH 35' MAST ARM ON NEW FOUNDATION. REINSTALL EXISTING RSNS, R3-4 SIGN AND EXISTING LUMINAIRE FROM LOCATION@. SEE POLE SCHEDULE. 22. ALL RELOCATED EQUIPMENT SHALL BE INSPECTED AND CLEANED PRIOR TO REINSTAULATION @J AT LOCATION@,@, 0: INSTALL NEW PEDESTRIAN PUSH BUTTON POLE. ALL PUSH BUTTON POLE LOCATION SHALL BE PER ADA REQUIREMENTS. LOCATION OF THE PUSH BUTTON POLE SHALL BE ADJUSTED AS REQUIRED DURING CONSTRUCTION TO MEET ADA REQUIREMENTS AND SHALL BE APPROVED BY THE CITY OF CARLSBAD FIELD ENGINEER. SEE POLE SCHEDULE. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS STANDARDS OR FIELD CONDITIONS. THIS PLAN SHEET IS ACCURATE FOR TRAFFIC SIGNAL WORK ONLY FILE: 421-E-01 _D.dwg Jun 15, 2022 MVahabzadeh 23. CONTRACTOR TO INSTALL POLARA APS PED SYSTEM FOR ALL CROSSING. BASE PROVIDED BY: SB&O INC. STRIPING AND SIGNING PLAN BY: DESIGNED BY: ~M=-Y~-DAlE: JUN 2021 DRA'M'I BY: M.V SCALE: AS SHOWN PROJECT MGR.: M. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. t------------------t 8451 MIRALANI OR/VE:, SUITE: "A• SAN DIEGO, CA 92,26, (858) 560-49,t © ENGINEER OF WORK: ANDREW P. SCHLAEFLI DAlE:8/13/22 lE: 0930 I I I I I A 8' I 12' rc;;,Ex1s. ~R73-2 Exist. IRLI EVPE ¢4 12' I I I I ' I ' I I I 12' 8' I l-----c----11-CU RB RW RSNS (RL) RW RW LAUREL TREE LN CL'<B WORK TO BE DONE: The Improvements consist of the following work to be done according to this plan and: 1. The City of Carlsbad Special Provisions. 2. California Dept. of Transportation Standard Specifications {latest revision thereof). 3. California Dept. of Transportation Standard Plans (latest revision thereof). 4. California Manual on Uniform Traffic Control Devices {latest Version) 5. Standard Specifications for Public Works Construction (latest revision thereof). 6. San Diego County Regional Standard Drawing (latest revision thereof). NOTE: IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 {NINETY) DAYS IN ADVANCE OF BEGIN CONSTRUCTION DA TE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE TRANSPORTATION DIRECTOR. EXISTING PHASE DIAGRAM 1 2 3 4 l 1 I ---~ --UNUSED r-5 6 7 ~ ~ l ; 1 -----UNUSED FLASHING OPERATION SHALL BE RED IN ALL PHASES. PROPOSED PHASE DIAGRAM 1 2 3 4 ~ l l I __J -----5 6 7 8 l l 1 f -.-----CURB FLASHING OPERATION SHALL BE RED IN ALL PHASES. DECLARATION OF RESPONSIBLE CHARGE (SHEETS 13-17) "I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT L--i-+--li--.. CURB DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER ' I ' I ' I ' I ' I BENCHMARK DESCRIPTION: LOCATION: 25• 0/SJ( STAUPEO ls 6215' 116T CURB OF VALLEY STREET 85 FT SOUTH OF UAGNOI.IA A 1£: RECORD FROM: CITY OF CARLSBAD SUR'IEY CONTROl POINT 120 PER R.QS. 11271 ELEVATION: 116.554 MSl DA lUM: NGVO 1929 RW 13 OF WORK OF MY RESPONSIBILITIES OR PROJECT DESIGN." 8/13/22 BY: -----------DATE: SCALE: 1 "=20' 0 10 20 ---NAME: ANDREW P. SCHLAEFLI R.C.E. ~1=59=6~4~--EXP: NOTE: PROPOSED CONSlRUCTION SHOWN DARK EXISTING CONSTRUCTION SHOWN LIGHT OR DASHED. REFERENCE PRO.ECT NUMBER SOP 95-01, DRAWING NUMBER 388-18 SHEET 2 AND 3 "AS BUILT" RCE __ _ EXP, ___ _ REVIE\,/ED BY• INSPECTOR DATE DATE ~ I CITY OF CARLSBAD t----+--+----------------+----+---t----+-----t L..l1J. lRANSPORTATION DEPARTMENT l-----+--+----------------1----+--+----+---l 11 S1E7TS I DATE INITIAL DATE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL TRAmc SIGNAL MOO/RCA TION PLAN FOR: A VIARA APARTMENTS AVIARA PARKWAY AND LAUREL TREE LN. ROW-2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DAlE DWN BY: ...._...._,.._..1 CHKD BY: __ _ RVWD BY: PROJECT NO. CT2 18-0002 DRAWING NO. 535-1 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA1477117/14/2022 G:\Shared drives\Projects\000421 Aviara Apartments Traffic Control Plan\Engineering Drawings\_C-_D\421-E-02_D.dwg, Layout1, 6/14/2022 11:48:21 AMMBIAM0WORK TO BE DONE: The Improvements consist of the following wor1c to be done according to this plan and: 1. The City of Carlsbad Special Provisions. 2. Callfomla Dept. of Transportation Standard Specifications (latest revision thereof). 3. Callfomia Dept. of Transportation Standard Plans (latest revision thereof). GENERAL NOlES: 4. Califomla Manual on Uniform Traffic Control Devices (latest Version) 1. The location of all underground utilities on these plans is approximate. The contractor shall 5. Standard Specifications for Public Works Construction (latest revision thereof). determine the depth of all utilities, including those not shown on this plan, and verify all 6. San Diego County Regional Standard Drawing (latest revision thereof). job site conditions. 2. The contractor shall obtain all necessary permits and notify all utility agencies at least 48 NOTE: hours in advance af construction. 3. All new pull boxes and covers shall be concrete unless otherwise shown. Pull box covers I IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, shall be marked with lRAFFIC SIGNAL . All pull boxes shall be Na. 5 unless otherwise PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE OF specified. Pull boxes spacing shall be 200 ft. 4. All conduit shall be 3" unless otherwise specified. BEGIN CONSTRUCTION DATE. NO WORK SHAU. BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE TRANSPORTATION DIRECTOR. 5. All traffic signal pole foundations shall have a 3" conduit installed to the adjacent No. 5 pull box. The controller foundation shall have a spare 3" conduit stubbed out to the adjacent No. 6 pull box for future use. 6. All new loop detectors to be Type E. Loop detectors shall be 6' diameter and positioned CONDUCTOR TABLE in the center of lane unless otherwise shown. Loops shall be sealed using hot-melt rubberized p CONDUIT SIZE & RUN asphalt sealant per Caltrans specifications. See Caltrans Standard Plans ES-SA and ES-SB AWG SIZE H POLE for detector legends and detans. OR A OR 3"C 3"c 3"c 3"c 3"C 3"c 3"c 3-3"C 7. All signal heads shall be 12" in diameter with back plates. All red, yellow, green and CABLE TYPE s CIRCUIT ~ ~ *& *& ~ *& & & pedestrian signal indications shall be LE.D. E 8. Pedestrian heads and push button s~ns shall be International s1.'"bols. Pedestrian signals POLE-A' -:,..,--'--:..-<--_,.....-:.. -_,.....-:.. -_,.....-:.. -.....-4 -:.,/j -:.,/j shall be 16"x18" LE.D. countdown In cations and shall feature Incandescent look". Pedestrian POLE-B' -:,..,--'--:..-<--_,.....-:.. -_,.....-:.. -.....-4 -.....-4 -:.,/j -.....-4 push buttons shall be 2" ADA. C 9. Safety lighting shall be LED PER per the City of Carlsbad requirements. 0 POLE-C' -:..--1 -:..--4" -.....-4 -.....-4 -,........-_ -,........-_ -:,..,--'"_ -.....-4 Lumlnalre shall have type IV P.E.C. N POLE-D' -:.,,...-::. -:..---4'" -,......-f -,......-f -__,.....-:::: -_.,......-:::: -:.,,...-::. -/2 D 3 C POLE-E ~ ~ 1A 1A -__......-: -......--:::: ~ 1,....,.--.. 1 O. Anchor bolt nut covers shall be provided for all standards. u 11. Sign panels for the non illuminated street name signs shall be fabricated using prismatic C 0 POLE-F ~ ~ ~ 1/2 -__......-: -:.----::: ~ 1,....,.--.. POLE LOCATION lens sheeting (Diamond-grade or e~ivalent) and shall not exceed 6' (width) and 18" T N (height) unless otherwise approved. ettering on street name signs shall be 8" upper case 0 D POLE-G ~ ~ ~ -......--:::: ~ -:.----::: ~ 1,....,.--.. and 6" lower case In clearview font. R u POLE-H ~ ~ ~ -:,..,--::: -:.--...-:::. :;.----::: t..----"".: 1......--:::: 12 C 12. The contractor shall be responsible for the layout and Installation of loop detectors, traffic T POLE-J -.......-::: -......-::: -......-::: -......-::: -......-::: . ......-::: 2/ 2/ striping, pavement markings and legends, parking removal and traffic signing shown on these 0 POLE-K 1.,..,-":.. 1........-::. 1...,.....-::. 1......--:::: -:.--...-:::. ~ ~ 1...,.....-::. ECR plans. All traffic stripin~ and markings within an 500 foot perimeter of construction project R shall be restored to a like new" condition, in a manner meeting the approval of the City POLE L -.......-::: 1......-::: 1 __,..,.-: 1......-::: -......--:::: -......--:::: -_.......-: 1/ ~ inspector. _/ _/ _/ ,/' ,/' _/ ,/' _/ ~ fA 13. The contractor shall obtain approval of the Transportation Director or his representative for TOTAL CABLES . 3 CONDUCT. / 12 CONDUCT. 1,......-1 ~ 3/2 4/4 --A l,./4" 3A 8/4 B B<-b the loop detector locations prior to cutting and the locations of the striping, pavement markings and legends, parking removal and signing prior to painting and installation. NO. 6 SIGNAL SERVICE - - - - - -- -14. The contractor shall be responsible for the removal of all conflicting striping and pavement NO. 10 VIDEO SERVI CE 1 1 1 1 -1 1 1 "' NO. 10 LIGHTING 2 2 2 2 2 2 2 0 markings by grinding. -"' 15. The contractor shall not erect any signal standard more than two weeks prior to the NO. 8 GROUND 2 2 2 2 -2 2 2 scheduled traffic signal turn-on unless approved by the Transportation Director or his VIDEO CAMERA 1 - - - - - --1 represen tatlve. CAT 6 VIDEO CAMERA 2 - - - - -1 1 1 EXACT LOCATION BY ENGINEER 16. Flashing signal operation shall be red on all phases. Pedestrian signals shall be blank during CABLE VIDEO CAMERA ,, - - - -1 1 1 IN THE FIELD flashing operations. VIDEO CAMERA 4 - -1 1 - --1 TOTAL - -1 1 1 2 1 4 17. All traffic signal improvements shall be Installed in coordination with the signing and striping 6· PAI~ NO. 19 (SIC:) INTERCONNECT CABLE - - - -1 1 1 2 contractor. TYPE ¢2 LOOP DETECTOR - - - -2 2 2 2 18. The contractor shall be responsible for any rnonumentation and/or benchmarks which are *** "B" ~" " " 2 ? disturbed or destroyed by construction. Such points shall be referenced and replaced with .. DLC TOTAL DLC - - -9 9 9 ') ... appropriate monumentation by a licensed land surveyor or registered civil engineer authorized EMERGENCY VEHICLE DETECTOR (EV-DLCI~ 1 1 1 1 -2 2 4 to practice land surveying. A corner record or record of survey, as appropriate, shall be .. TOTAL CONDUCTORS 8 10 13 17 4 18 17 35 flied by the licensed land surveyor or registered civil engineer as required by the Land PERCENT OF FILL (35'll:I UMITA TION 11,S 1a ~ 3a 141: 2D 33S 27" Surveyor's Act. * REPLACE EXISTING CABLE WITH NEW CABLE. 19. Limit lines and crosswalks shall be field located. ** OPTICOM MODEL 138 CABLE *** CALlRANS SPEC. 9885 BELDEN OR APPROVED EQUAL 20. Testing of control equipment and cabinet wiring shall be accomplished at a facility designated by the City of Carlsbad. The contractor shall deliver and pick-up equipment. 21. The conductor schedule Is furnished as an Installation guide only. It shall be the contractor's CONDUIT NOlES: responslb111ty to provide the correct conductors required for Intended operation. 22. The contractor shall coordinate service details and scheduling with SDG&E and pay the required ffi J"C, (SIGNAL), 7#10 (LIG~TING) 7#17 (IISNS) fees for service connections. EXISTl~G 3#6 23. All salvaged equipment shall become the property of the contractor. Liih 24. Developer shall work with city to provide intellegent transportation system (ITS) improvements EXISTl~G 3"C, 2dlc, lsic per the conditions of approval for the project. Li1 EXISTl~G 2"C PER SDG&E REQUIREME~TS. A1 EXISTl~G 3"C, 12 PAIR #19 sic TO CON-ROLLER CABINET TO THE PALOMAR AIRPORT ROAD. ~ EXISTl~G 1 1 /2"C , 2CLC .. LJ1 EXISTl~G 3"C, 12 PAIR #19 sic TO THE CO~TRCLLER CABINET TOT THE C03B_ESTON ROAD CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDl110NS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE II AS BUILT" LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL RCE EXP. DATE UNAUlHORIZED CHANGES & USES REVIE\./ED BY• CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. All. CHANGES TO THE INSPECTOR DATE PLANS MUST BE IN WRl11NG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. I s14T II CITY OF CARIBBAD 11 S1E7TS I 1RANSPORTA110N DEPARlMENT TRAFAC SICNAl MOO/RCA TION PLAN FOR: BENCHMARK AV/ARA APARTMENTS DESIGNED BY: M.~ DAlE: JUN 2021 ,,lfESll DESCRIPTION: 25• DISK STAMPED 'LS 6215' BASE PROVIDED BY: SB&O INC. DRAWN BY: M.V SCALE: AS SHOWN , ~. Scg1 ~ AVIARA PARKWAY AND LAUREL TREE LN. STRIPING AND SIGNING PLAN BY: -.;: § ~ LOCATION: l'EST CURB OF VALLEY STREET 85 FT ROW-2021-0976 000321 .. c::s ~ --PROJECT MGR.: M.V JOB NO.: -:ae: <'• SOUTH OF MAGNOLIA A liE: APPROVED: JASON S. GELDERT --c lR. OD) / .., ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF 'RBAN SYSTEMS ASSOCIATES, INC. ::I ::: SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL 8451 MIRALANI ORIV£, SUIT£ "A" ENGINEER OF WORK: ~·~~ -:,,,.• RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi. ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE REQUIREMENTS/STANDARDS OR FIEUD CONDITIONS. SAN DIEGO, CA 92126, (858) 560-491 I © ~?. ,I cl.&e./t, DAlE: 6/13/22 ~HAf~\~ POINT 120 PER R.QS. 11271 # CA\.\\ DWN BY: u V / I I<' PROJECT NO. DRAWING NO. ELEVATION: 116.554 I.ISL DA lUM: NGVD 1929 DATE INITIAL DATE INITIAL DATE INITIAL ITHIS PLAN SHEET IS ACCURATE FOR TRAFFIC SIGNAL WORK ONL y I r CHKD BY: ---ANDREW P. SCHLAEFLI 1£: 0930 ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL RVWD BY: CT2 18-0002 535-1 FILE: 421-E-02_D.dwg Jun 14, 2022 RTorabzadeh DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA1477117/14/2022 G:\Shared drives\Projects\000421 Aviara Apartments Traffic Control Plan\Engineering Drawings\_C-_D\421-E-03_D.dwg, Layout1, 6/14/2022 11:49:18 AMMBIAM0N□, ® ® ® 0 ® P□LE DATA TYPE HEIGHT 1-A 1 O' 24-4-70 30' 1-A 1 0' 26-4-70 30' 1-A 1 0' 26-4-70 30' 1-A 1 0' 26-4-70 30' SIGNAL MA 45' 55' 45' 55' CONSlRUCllON NOTES: LUM INA IRE •• LMA LED 1 S' 15' 15' POLE SCHEDULE SIGNAL M□UNTING ••PED PUSH BUTT□N VEH MAST ARM PED PHASE P□LE QUAD TV-2-T SP-1-T 6 5 SV-1-T 1-MAS SP-1-T 5 5 TV-2-T SP-1-T 8 7 SV-1-T 3-MAS SP-1-T 8 7 TV-2-T SP-1-T 2 SV-1-T 2-MAS SP-1-T 2 TV-2-T SP-1-T 4 3 SV-1-T 3-MAS SP-1-T 4 3 [I] EXISTING MODEL 2070LX CONTROLLER ASSEMBLY IN TYPE 352i CABINET. THIS EXISTING CONTROLLER WILL BE CHANGED TO MODEL 2070 CONTROLLER PER THE aTY OF CARLSBAD ap PROJECT PROJECT NUMBER 6028, DRAWING NUMBER 525-8 SHEET 6. INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL FUNCTIONS INDICATED ON THIS PLAN. ALL EQUIPMENT SHALL BE ON THE CURRENT STATE OF CALIFORNIA QUALIFIED PRODUCTS UST. P□LE L□CATI□N A B 6' 6' 14' 5, 5' 5' 5' 1 I ' 6, 5' 8' 6' 1' 6, 5' 6' 6' 4' 6, 5' REFLECT□RIZED STREET NAME SIGN CRSNS) C SINGLE FACE) Co I I ege BI vci, Co I I ege BI vci, REMARKS [I] EXISTII\G EXISTING m! R73-5(CA) [I] EXISTING TYPE Ill-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ONE 120V-50A-1P (METER SIGNAL) 24"X24" R61-7(CA) ONE 240V-30A-2P (UNMETERED LIGHTING) ONE 120V-15A-1 P (METERED IISNS. CONTRACTOR SHALL VERIFY SERVICE LOCATION AND REQUIREMENTS WITH SDGlleE. ~ Exist. 1 1 /2"c, 1 die COLLEGE BLVD. 03499867828 ----0 ,----TO ADVANCE LOOPS~ TRANSFORMER ' ':, 2 ~ 2: Exist.2''c P~ :~G&E-; A~ i -30;' TO c / REQUIREMENT I I LIMIT LINE I 2 i---____,__t ," ' ~~-'-'+~I ~-~-~~1111 J--_L___JC//\\ 1 ___ _j_-1...l _ ___l_l --rt------~\\!'',---~' IV~-------: 11 '/ 1/2"C, ~: y'----~ J exist. 1 EXISTING EXISTING TRANSFORMER AT LOCATION@: REMOVE AND SALVAGE EXISTING 3-12"(R,Y,G) SIGNAL HEAD FROM EXISTING POLE R3-4 36"X36" PALOMA~AIRPORT ROAD [I] FOR PHASE 8 AND INSTALL NEW 5-12"(R,Y,G,YA,GA) SIGNAL HEAD FOR PHASE t18+0LB. AT LOCATION@: REMOVE AND SALVAGE EXISTING 3-12"(R,Y,G) SIGNAL HEAD FROM EXISTING POLE FOR PHASE 8 AND INSTALL NEW 5-12"(R,Y,G,YA,GA) SIGNAL HEAD FOR PHASE t18+0LB. AT LOCATION@: REMOVE AND SALVAGE EXISTING R73-5(CA) AND INSTALL NEW R73-6(CA) SIGN ON EXISTING MAST ARM. 7. REWIRE ENTIRE INTERSECTION SEE PROPOSED CONDUCTOR CABLE. 8. CONTRACTOR TO PROVIDE ALL PROGRAMING TESTING EQUIPMENT AND WIRING FOR NEW t18+0LB PROPOSED POLE OR CIRCUIT CONDUCTOR CONDUIT SIZE lie RUN TABLE ,. ,. ,. 2"C 2"C 2"c NO U TURN R73-6(CA) 1 EXISTING PHASE DIAGRAM 2 3 4 l l l 5 6 7 -OL~ L 5 FLASHl~G OPERATION SHALL BE RED IN ALL PHASES. PPB LOCATION PROPOSED PHASE DIAGRAM 1 2 3 4 -~ l j 5 6 7 -OL~ L FLASHING OPERATION SHALL BE RED IN ALL PHASES. -c::::1==!116 Exist. 1 1 /2"c, 1 die TC ADVANCE LOOPS ' ' ' ' ' . ' ' ' : : . ' ' ' . ' ' ' ' ' ' ' . ' : : ' ' 3 350' TO ----LIMIT LINE WORK TO BE DONE: The Improvements consist of the following work to be done according to this plan and: 1. The City of Carlsbad Special Provisions. 2. California Dept. of Transportation Standard Specifications (latest revision thereof). 3. California Dept. of Transportation Standard Plans (latest revision thereof). 4. Callfomla Manual on Uniform Traffic Control Devices (latest Version) 5. Standard Specifications for Public Works Construction (latest revision thereof). 6. San Diego County Regional Standard Drawing (latest revision thereof). NOTE: IF THIS TRAFFIC SIGNAL IS NOT INSTALLED WITHIN ONE (1) YEAR OF CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 (NINETY) DAYS IN ADVANCE OF BEGIN CONSTRUCTION DA TE. NO WORK SHALL BEGIN ON THE TRAFFIC SIGNAL WITHOUT PRIOR WRITTEN APPROVAL BY THE TRANSPORTATION DIRECTOR. EXISTING CONDUCTOR SCHEDULE AWG CIRCUIT 2-s·c 2h"c 2 2 2 2 3 3 3 3 4 2 10 5 2 2 2 6 3 3 3 7 8 2 2 2 2 TOTAL 16 5 8 3 8 5 3 3 3 2 3 3 3 3 3 3 3 3 14 4 6 3 3 3 5 6 3 3 3 3 3 3 6 6 3 3 3 7 3 3 3 3 3 8 6 3 3 3 3 WALK-DON'T WALK 2 2 2 2 2 4 2 2 2 6 4 2 8 4 2 2 2 2 2 2 AWG SIZE OR CABLE TYPE p H A s E ---_./ ' ' PPB POLE-A POLE-B POLE-C C 0 N D u C T 0 R C 0 N D u C T 0 POLE-D 1_,,.,,., ~ 1_,,.,,., , A 1 A -.✓-1..------f -.✓-3 POLE-E POLE-F ~ -::,-:::. 1./, ~ 1./, ~ ~ 1/, POLE-G 12 R POLE-H 1,.,,.-, -::,-:::. -,..,.,-::: -,..,.,-::: 1 ,..,.,,, -,..,.,-::: -___....,-:::_ -,..,.,-::: TO AL CABLES . 3 CONDUCT. / 12 CONDUCT. 8/a ½ 4-✓4 2~ 5/2 1/1 1/t 1,...,.-1 / NO. 6 SIGNAL SERVICE - - - - - - - -/ NO. 10 VIDEO SERVICE 1 1 1 1 - - - 1 NO. 10 LIGHTING - 2 2 2 2 - 2 2 NO. 8 GROUND 2 2 2 2 2 2 2 2 VIDEO CAMERA #1 1 - 1 1 1 -1 -ADVANCE VIDEO CAMERA #2 1 - 1 - 1 - -1 DIGITAL CABLE VIDEO CAMERA #3 1 - - - 1 - - -P /N 99163SFX 1---+-~V~I o=E=o-CA~M~E=R~A-#~4-+-1~-+--1----11--_-+---_-+-----'_-+-_-+--_-1--_----l TOTAL 4 1 2 1 3 -1 1 .. DUAL CABLE WITH POWER/ COAXIAL (SHIELDED) VIDEO CAMERA #1 1 - 1 1 1 - 1 -VIDEO CAMERA 112 1 - 1 - 1 - - 1 VIDEO CAMERA 113 1 - - - 1 - - -VIDEO CAMERA #4 1 1 - - - - - -TOTAL 4 1 2 1 3 - 1 1 6 PAIR NO. 19 (SIC) INTERCONNECT CABLE 2 - 2 - 2 - - 1 0? LOOP DETECTOR 1 - 1 - 1 - - -TYPE 4 ,, ,, 1 - - - - - - -••• "B" "'' .. .. 1 1 - - - 1 DLC 8 ,, " 1 - 1 - 1 -· · TOTAL DLC 4 1 1 - 1 1 EMERGENCY VEHICLE DETECTOR !EV-DLCI 4 1 2 1 3 -TOTAL CONDUCTORS 37 13 20 12 28 15 • REPLACE EXISTING WIRE WITH NEW CABLE. ••OPTICOM MODEL 138 CABLE. •••CALTRANS SPEC. 9885 BELDEN OR APPROVED EQUAL CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE Of CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE Of DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO DR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER Of THESE PLANS. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF 1 9 SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. llHIS PLAN SHEET IS ACCURA 1E FOR lRAFFIC SIGNAL WORK ONLY ! FILE: 421-E-03_D.dwg Jun 14, 2022 RTorabzadeh 1 1 1 12 ' ' ' 1 \ !112~ I ,------, ' ' !112~ 350' TO : 1 : L ____ _J LIMIT LINE ,------, • 1 • ' ' !112~ '-----.J , I Exist. Exist. EVPE ¢2+5 'r"' _ ____,_Exist. 1 1/2"C, 1dlc : : ' ' 0 0 0 R y G 9 YA 9 GA DETAIL t14 +OLA lie t18+0LB 5 SECTION HEAD 2 4 6 2 8 2 PPB COMMON SPARES 3 3 3 3 3 3 3 3 ISNS 4 2 2 2 2 2 2 SIGNAL NEUTRAL 2 LUMINAIRE 4 2 2 2 2 2 2 TOTAL 6 3 3 3 3 3 3 l Vf.'l CABLE_ 4 1 2 1 3 TOTAL 62 24 33 24 36 13 15 11 II AS BUILT" I TO ADVANCE LOOPS I. I I ~,-++--+--+-----1---+--fJIJ\\' ;,-------+---+-~1'/1\,1,'---+--+---++----+,--+-·1 1•~--/-------t-------H--C-i --t-RCE __ _ EXP. ___ _ DATE NOTE: PROPOSED CONSTRUCTION SHOWN DARK EXISTING CONSTRUCTION SHOWN LIGHT OR DASHED. REFEREnCE PRO.£CT NUMBER 3151, DRAWING NUMBER 283-7 SHEET TS BASE PROVIDED BY: SB&O INC. STRIPING AND SIGNING PLAN BY: URBAN SYSTEMS ASSOCIATES, INC. 8451 MIRALANI ORIV£, SUIT£ "A" SAN DIEGO, CA 92126, (858) 560-491 I © r DESIGNED BY: ~M=-Y~-DAlE: JUN 2021 DRAWN BY: M.V SCALE: AS SHOWN PROJECT MGR.: M,V JOB NO.: 000321 ENGINEER OF WORK: DAlE: 8/13/22 ANDREW P. SCHLAEFLI 1£: 0930 r ----, : 4 i '-----.J AVIARA PARKWAY 4 300' TO LIMIT LINE v I BENCHMARK DESCRIPTION: LOCATION: 25• DISK STAMPED 'LS 6215' l'EST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOLIA A liE: RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi. POINT 120 PER R.QS. 11271 ELEVATION: 116.554 I.ISL DA lUM: NGVO 1929 SCALE: 1 "=20' 0 10 20 REVIE\JED BY• INSPECTOR DATE ~ 1 CITY OF CARIBBAD 1----+--+----------------+----+--1----+-----t ~. 1RANSPORTA110N DEPARlMENT l-----+--+----------------1----+--+----+---l 11 S1E7TS I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL TRAFAC SICNAl MOO/RCA TION PLAN FOR: AV/ARA APARTMENTS AVIARA PARKWAY/COLLEGE BLVD. AND PALOMAR AIRPORT ROAD ROW-2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE DWN BY: u V / I I<' CHKD BY: __ _ RVWD BY: PROJECT NO. CT2 18-0002 DRAWING NO, 535-1 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA1477117/14/2022 G:\Shared drives\Projects\000421 Aviara Apartments Traffic Control Plan\Engineering Drawings\_C-_D\421-PD-01_D.dwg, Sheet 1, 6/14/2022 11:50:50 AMMBIAMLEGEND --' ID = BEGIN DETAIL PER CALTRANS STANDARD PLANS. = END DETAIL PER CALTRANS STANDARD PLANS. = BEGIN RED CURB. = END RED CURB. = 12" SOLID WHITE LINE (X-WALK OR LIMIT LINE) PER CAL TRANS STANDARD PLANS. (11-IERMOPLASTIC) = TRAFAC SIGN. = BIKE LANE LEGEND PER CALTRANS TRAFAC STANDARD PLANS AND CA MUTCD FIG. 9C-3 (DETAIL C). = EXISTING TRAFFIC SIGN. = EXISTING BIKE LANE LEGEND. L = LENGTI-1 OF TURN POCKET. !RSI= REMOVE AND SALVAGE EXISTING SIGN. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE Will-I GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 11-IE COURSE OF CONSTRUCTION OF 11-IE PROJECT, INCWDING SAFETY OF ALL PERSONS AND PROPERTY, 11-IAT 11-IIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEJFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Will-I PERFORMANCE OF WORK ON 11-IIS PROJECT, EXCEPTING LIABILITY ARISING FROM 11-IE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 11-IE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF 11-IESE PLANS. ALL CHANGES TO 11-IE PLANS MUST BE IN \\RITING AND MUST BE APPROVED BY 11-IE PREPARER OF THESE PLANS. !THIS PLAN SHEET ACCURATE FOR SIGNING AND SlRIPING WORK ONLY! FILE: 421-PD-01 _D.dwg Jun 14, 2022 RTorabzadeh BASE PROVIDED BY: SB&O INC. STRIPING AND SIGNING PLAN BY: SlRIPING AND SIGNING: 1. 11-IE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF AUL SIGNING AND STRIPING 2. AUL SIGNING, STRIPING AND PAVEMENT MARKINGS SHAUL CONFORM TO 11-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), THE CALTRANS STANDARD SPECIFICATIONS (2012 OR LA TEST VERSION 11-IEREOF), THESE PLANS AND 11-IE SPECIAL PROVISIONS. 3. AUL SIGNING AND STRIPING IS SUBJECT TO 11-IE APPROVAL OF 11-IE TRANSIPORTATION DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHAUL BE APPROVED BY THE ENGINEER OF WORK AND TRANSIPORTATION DIRECTOR PRIOR TO ANY CHANGES IN 11-IE FIELD. 5. AUL STRIPING SHAUL BE REFLECTIVE PER CALTRANS SPECIFICATION. STRIPING SHAUL BE REPAINTED TOW WEEKS AFTER INITIAL PAINTING. 6. AUL SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHAUL USE TYPE IV PRISMATIC REFLECTIVE SHEETING (HIGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. 7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKING WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WIUL BE RESTORED TO A "LIKE NEW" CONDITION, IN MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHAUL BE APPROVED BY 11-IE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTAULATION. 9. CONTRACTOR SHALL REMOVE AUL CONFLICTING PAINTED LINES MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHAUL BE PROMPTLY REMOVED BY 11-IE CONTRACTOR. 10. AUL PAVEMENT LEGENDS SHAUL BE THE LATEST VERSION O CALTRANS STENCILS. 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHAUL HAVE 10' INSIDE DIMENSION UNLESS 011-IERWISE SPECIFIED. 12. AUL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHAUL BE THERMOPLASTIC UNLESS OTHERWISE SPEaFIED. 13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO 11-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION), AND SAN DIEGO REGIONAL STANDARD DRAWING M-10. 14. AUL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 15. AUL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN 11-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) UNLESS 011-IERWISE SPECIFIED. 16. SIGN POSTS SHAUL BE SQUARE PERFORATED STEEL TUBING Will-I BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 17. WHEN A SIGN IS ATTACHED TO A POLE, IT SHAUL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET Will-I STRAPS. 18. EXISTING SIGNS REMOVED BY 11-IE CONTRACTOR SHAUL BE DELIVERED BY 11-IE CONTRACTOR TO THE CITY OF CARLSBAD PUBIC WORKS YARD AT 405 OAK AVENUE. 19. AUL SIGNS SHOWN ON 11-IESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTAULED BY THE CONTRACTOR EXCEPT 11-IOSE SIGNS SPECIFICAUL Y SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. DESIGNED BY: ~M=-Y~-DATE: JUN 2021 DRAWN BY: M.V SCALE: AS SHOWN PROJECT MGR.: M.V JOB NO.: 000321 BENCHMARK DESCRIPTION: 25" DISK STAMPED 'LS 6215' LOCATION: l'EST CURB OF VALLEY STREET 85 FT SOUTH OF MAGNOLIA A IIE: URBAN SYSTEMS ASSOCIATES, INC. r 8451 MIRALANI ORIV£, SUIT£ "A" ENGINEER OF WORK: SAN DIEGO, CA 92126, (858) 560-491 I © ~?.,/~•DATE:6/13/22 RECORD FROM: CITY OF CARLSBAD SURVEY CONTROi. POINT 120 PER R.QS. 11271 ELEVATION: 116.554 I.ISL DAlUM: NGVD 1929 ANDREW P. SCHLAEFLI TE: 0930 NOTES: 1. 11-IE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING 11-IE INSTALLATION, REMOVAL OR MODIFICATION OF AUL SIGNING AND STRIPING SHOWN ON 11-IESE PLANS. 2. 11-IE APPLICATION OF 11-IE TRAFFIC CONTROL DEVICES AND 11-IEIR PLACEMENT SHAUL CONFORM TO 11-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) 3. IN ADDITION TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) FOR 11-IE SELECTION OF 11-IE MOST APPROPRIATE DEVICES AND 11-IEIR PLACEMENT. THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. TI 11-IROUGH TI7 OF 11-IE CALIFORNIA STANDARD PLANS DATED MAY 2012 SHAUL BE IN SITUATION REQUIRING LANE CLOSURES OR DETOURING 11-IE VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. 11-IE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY AD.AJSlMENT MUST MEET REQUIREMENTS OF 11-IE ABOVE REFERENCED MANUAL ON UNIFORM TRAFAC CONTROL DEVICES (MUTCO) AND CITY TRAFFIC ENGINEER'S APPROVAL 5. CHANNELIZATION TYPE SHALL CONFORM TO 11-IE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST VERSION) AND CONSISTENT Will-I FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS. AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHAUL REMOVE AND SALVAGE AUL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND AUL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE Will-I NORTI-1 COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. II AS BUILT" RCE __ _ EXP, ___ _ REVIE\JED BY• INSPECTOR DATE DATE 1--1---+-------------+----+---+---+----l[j[]I CfJJ.~TI£~!:3,!~ 11 S1E7TS I DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL STRIPING AND SIGNING PLAN FOR: AV/ARA APARTMENTS ROW-2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE DWN BY: " \/ /I"· CHKD BY: RVWD BY: PROJECT NO. CT2018-0002 DRAWING NO. 535-1 DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA1477117/14/2022 G:\Shared drives\Projects\000421 Aviara Apartments Traffic Control Plan\Engineering Drawings\_C-_D\421-PD-02_D.dwg, Layout1, 6/14/2022 11:52:56 AMMBIAMLEGEND = BEGIN DETAIL PER CALTRANS STANDARD PLANS. = END DETAIL PER CALTRANS STANDARD PLANS. = BEGIN RED CURB. BIKE LANE GREEN STRIP = END RED CURB. = 12" SOLID WHITE LINE (X-WAL.K OR LIMIT LINE) PER CALTRANS STANDARD PLANS. (lHERMOPLASTIC) = TRAFFIC SIGN. = BIKE LANE LEGEND PER CALTRANS TRAmc STANDARD PLANS AND CA MUTCD FIG. 9C-3 (DETAIL C). ~ = EXISTING TRAFFIC SIGN. -_J "' = EXISTING BIKE LANE LEGEND. L = LENGlH OF TURN POCKET. I RS I = REMOVE AND SALVAGE EXISTING SIGN. CONSTRUCTION NOTES: (I] WHITE CONTINENTAL PER DETAIL SHOWN ON lHIS SHEET. [1] REMOVE/GRIND ALL EXISTING CONFLICTING STRIPING, X-WALKS, LIMIT LINES AND PAVEMENT MARKING. (J] REMOVE AND RELOCATE EXISTING SIGN AS SH0\\11l IN lHIS PLAN. (I] REPLACE EXISTING SIGN R26A(CA) WllH R7-9a SIGN. (ID INSTALL GREEN STRIP PAINT AS SHOWN IN lHE BIKE LANE. SEE DETAIL ON lHIS SHEET. G~N TRAmC PAINT SHALL BE EF SERIES WB GRN FAST DRY 1952F 1 2, PRODUCT CODE 183. PRODUCT COLOR GREEN (34108) BY ENNIS-FLINT O APPROVED EQUAL. PAINT TO MEET FEDERAL SPEC TT-f>-1952F TYPE I & II. 6. SEE SIGN DETAIL 'A' AND 'B' FOR ALL NEW SIGN MOUNTING HEIGHTS ON lHIS SHEET. 7. CONTINENTAL CROSS WALK MARKINGS SHALL BE ALIGNED PARALLEL TO lHE DIRECTIONAL OF VEHICULAR TRAVEL . 8. CONTINENTAL CROSS WAL.KS BARS SHALL BE UNIFORM WllH lHE SAME CROSSING NO PARTIAL BARS SHALL BE INSTALLED. 9. CROSSWALKS BARS SHALL BE CENTERED IN lHE CENTER OF CROSSING. 10. CROSSWALKS MARKINGS SHAl.1,_ BE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES l CA-MUTCD} RETROREFLECTIVITY COMPLIANT AND SKID RESISTANT. 11. SEE SHEET 1 FOR SIGNING AND STRIPING GENERAL NOTES. SIGN AS NOTED ON PLANS 8' 8' 24"X30" NO PARKING •t---6" WHITE LINE ~a--GREEN PAINT •t---6" WHITE LINE lYPE VI (L) ARROW {TYPICAL) ANY r--::---TIME R26A(CA) 2' MIN---+----i POST PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. TYPE VI (L) ARRO {TYPICAL) ..... WHERE SIDEWALK EXISTS PROVIDE 48" MIN ----c--CLEARANCE BETWEEN BACK OF CURB AND SIGN POST, OR BETWEEN SIGN POST AND BACK OF SIDEWALK. DETAIL B 24"X30" NO PARKING ANY TIME R26A(CA) CURB lYPE VI (L) ARRO (TYPICAL) TYPE VI (L) ARRow-JI-HH--+--l!-lWir--...11 {TYPICAL) / I I I I L B f) EXISTING BIKE LANE R7-9o CONTINENTAL CROSSWALK L 4' MIN. (WHEN USED) I 12·x18" EXISTING NO NO SCALE 1211X8" ~ R81(CA1 12 X5 I BEGIN I R81A(CA) PARKING ® rn EXISTING SPEED 3 LIMIT i---~ 25 EXISTING ND ~ PARKING ANY TIME R26A(CA) 39 244' PE VI (L) ARROW E .) CURB -® BIKE LANE R7-9a rn "' I . ANY TIME BIKE LANE R26A(CA) R7-9a EXISTING I BEGIN I R81A(CA) ~ ft, ------~ CD -CX!, "' "' CURB R2-1 30" 50' B@ E 39 RW TYPE : (L) ARR) E :9 301' ------------~(lYP~ ICAL) :~·-.; 12·xa" 2 ~ EXISTING RED CURB ■ME LANE CURB TO REMAIN 12" SOLID WHITE DIAGONAL CROSS EXISTING RBi(CA) LAUREL TREE LN R1-1 SIGN AS NOTED ON PLANS SECONDARY SIGN LOCATION ~-2' MIN ---t----i ' : .. , POST PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. WHERE SIDEWALK EXISTS PROVIDE 48" MIN -----:::.-CLEARANCE BETWEEN BACK OF CURB AND SIGN POST, OR BETWEEN SIGN POST AND BACK OF SIDEWALK. DETAIL A SIGN DETAIL NOT TO SCALE RW ~ """"' R81 {CA) (WITH SECONDARY SIGN) 12·xa· ~ R81{CA) 8"X5" I END I R81 B(CA) SIGN DETAIL (SINGLE SIGN) I I I I I I I R26A(CA) ANGLE AND 40 C-C SPACING ST Op HATCHING STRl~E AT 45 DEGREE 8 (lYPICAL) EXISTING EXISTING RED CURB CURB TO BE REMAIN NOT TO SCALE NOTES• 1. REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE LOCATIONS OF TRAmc CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CITY TRAFFIC ENGINEER'S APPROVAL. 3. CHANNELIZATION TYPE SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD LATEST EDITION) AND CONSISTENT WITH FIELD DURING CONSTRUCTION. PROVIDE SECURE COVER OVER CONFLICTING SIGNS. 4. CONTRACTOR SHALL COORDINATE WITH MTDB/MTS TRANSIT DISTRICT FOR ANY TRANSIT CHANGES/COORDINATION PRIOR TO OBTAINING TRAmc CONTROL PERMIT. 5. CONTRACTOR SHALL REMOVE OR COVER ALL CONSTRUCTION SIGNS DURING NON-WORKING HOURS. 6. CONTRACTOR SHALL COVER ALL EXISTING CONFLICTING SIGNS ON MAST ARM AND GROUND MOUNTED DURING CONSTRUCTION HOURS. 7. ALL ADVANCE CONSTRUCTION SIGNS AND TRANSITIONS SHALL BE ADJUSTED IN ACCORDANCE WITH WORK AREA PER CITY TRAFFIC ENGINEER'S APPROVAL. 8. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WllH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHALL BE PLACED AT ALL LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 9. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFUECTORIZED. 10. CONTRACTOR SHALL SUBSTANTIALLY COMPLETE ALL PIPELINE INSTALLATION, PLACE 4" MIN ROLLER COMPACTED TEMPORARY AC, TEMPORARY STRIPING, AND RESTORE ALL SIGNAGE TO THE SATISFACTION OF THE RESIDENT ENGINEER PRIOR TO INITIATING THE NEXT PHASE OF TRAFFIC CONTROL. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. !THIS PLAN SHEET IS ACCURATE FOR STRIPING AND SIGNING WORK ONL ~ FILE: 421-PD-02_D.dwg Jun 14, 2022 RTorabzadeh CURB I I I I RW I I I I I CURB RW W14-2 12·x15• ® BIKE LANE AVIARA PARKWAY R7-9a CONSTIRUCTION CONTIRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPTIED CONSTIRUCTION PRACTICES, CONSTIRUCTION CONTIRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITIE CONDITIONS DURING lHE COURSE OF CONSTIRUCTION OF lHE PROJECT, INCWDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTIRUCTION CONTIRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALUEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: lHE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBUE FOR, OR LIABUE FOR, UNAUlHORIZED CHANGES TO OR USES OF lHESE PLANS. ALL CHANGES TO lHE PLANS MUST BE IN \\RITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS. BASE PROVIDED BY: SB&O INC. STIRIPING AND SIGNING PLAN BY: DESIGNED BY: _.M...,V....__ DA TE: J.JN 2021 DRAWN BY: M. V SCALE: AS SHOWN PROJECT MGR.: M. V JOB NO.: 000321 URBAN SYSTEMS ASSOCIATES, INC. 1--------------------, 845 t MIRALANI DRIVE, SUIT£ "A" SAN DIEGO, CA 92126, (~) 560-4911 ENGINEER OF WORK: © ~ ::p ..ld4t. ANDREW P. SCHLAEFLI DATE: 6/13/22 TE: 0930 RS SPEED LIMIT 25 R2-1 EXISTING ND PARKING ANY TIME R26A(CA) R1 -1 12·x1a· ® rn BIKE LANE R7-9a BENCHMARK DESCRIPTION: 25' 0/SK STAMPED ts 6215' LOCATION: IIEST CURB OF VAllEY STREET 85 FT SOUTH OF AIAGNOl.lA A 1£ RECORD FROM: CITY OF CARLSBAD SURVEY CONTROl. POINT 120 PER R.QS. 17271 ELEVATION: 176.554 AISl. DAl\JM: NGV!) 1929 SCALE: 1 "=40' 0 20 40 ---II AS BUILT" RCE __ _ EXP,----DATE REVIEWED BY, INSPECTOR DATE I SH1E7ET 11 CITY OF CARIBBAD I I SH1E7ETS I 1-----+--+---------------+---+--+----+------1 TRANSPORTATION DEPARTMENT t-----+---+----------------+-----+---+----+----1 STRIPING AND SIGNING PLAN FOR: AV/ARA APARTMENTS ROW-2021-0976 APPROVED: JASON S. GELDERT ENGINEERING MANAGER PE 63912 EXPIRES 9/30/22 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL Cln' APPROVAL DWN BY: "V /.I"· PROJECT NO. DRAWING NO. CHKD BY: CT2018-0002 535-1 RVWD BY: DocuSign Envelope ID: 998057F6-BBCA-4C6E-9F19-762DFA1477117/14/2022