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HomeMy WebLinkAboutDWG 530-8; CUP 2018-0014; CARLSBAD PERMANENT FIRE STATION NO 2; 01-079449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550 W S(ab) E(mo) G(mo) C(mo) SD W FOR REVIE W FW SHT 3 SHT 4 SHT 5 SHT 6 SHT 2 SHT 4 SHT 5 SHT 6 RW S SDSD F(mo) GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. 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 PROMPT!_ 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 $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND T/T/_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 CALIFORNIA. PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRFCONSTRL/CVON MEETING SHAii BF HFI D AT THE SITE PRIOR TO llif 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) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON lli£ DAY BEFORE llif INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARD$ [$TARI ISHm BY lli[ CON$TRUCVON $AFFTY ORDER$ nn £ 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATION$ W/11 CEA$[ I1,/MFDIAm Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 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 SUFFICIENT!_ 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 TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-7J4J AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) {760)438-2722 "SAN DIEGUITO WATER DISTRICT (760)6JJ-2650 *VALLEC/TOS WATER DISTRICT (760 744-0460 *LEUCADIA WASTEWATER DISTRICT (760~753-0155 "OLIVENHAIN WATER DISTRICT (760 75J-6466 *BUENA SAN/TA TION DISTRICT (760)726-J40 x1JJO • AS APPROPRIATE 2J. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, 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 LUM/NA/RES SHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITI_E 24, CALIFORNIA ADMINISTRATIVE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR IJ,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 /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS 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 CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND SUPERINTENDENT. J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS" (LA TEST EDITION) VOLUMES 2 & J. 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. J. 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)4J8-J891. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1• (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS). 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL -IRON" H.D. FOR C900. 1J. 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 STAT/ON. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH 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 BACKFILL/NG. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. i rl 7 I I I I I I I ,, _, I ~1 I ,I [;,"! II ' ' It, ', II I i/ If'.' I ll;f I' G:/ 11i I I I 11 • I I•.•· . it ' ' 1i. _, I I I :g I . 1 ·/ I.• ! it .. / / ,,.·::11 I I ~1il -. ---j ----------_J INDEX OF SHEETS SHEET NUMBER SITE KEY MAP SCALE: 1 "=50' SIGNING AND STRIPING NOTES 1 2 3 4 5 6 DESCRIPTION TITLE SHEET IMPROVEMENT PLAN -EL CAMINO REAL IMPROVEMENT PLAN -ARENAL ROAD TRAFFIC SIGNAL MODIFICATION PLAN SIGNING AND STRIPING PLAN EROSION CONTROL PLAN 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006 OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS. J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEV/A TION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" 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 PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPT!_ Y REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. IJ. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION/, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN JS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCA TEO OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OMI-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEO/AN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMI-J OBJECT MARKER SHALL BE 12•x12• BENCH MARK DESCRIPTION: R.O.S 17271 PT. NO. 69, 2 1/2" DISK STAMPED "CLSB-069 LS 6215 LOCATION: IN CURB AT THE SOUTHWEST CORNER OF EL CAMINO REAL AND POINSEmA LANE 2J5' FROM THE CENTER OF EL CAMINO REAL RECORDED: _____________________ _ ELEVATION: 272. 456 DA TUM:~N~G~VD~2=9 ___ _ STREET EXCAVATION TABLE INFLUENCE STREET UTIUTY LAST AREA TRENCH TYPE LATERAL WIDTH REFERENCE DRAWINGS J20-7A, J05.6, SDP86-11, 305-64, J05-6E BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD8J, ZONE 6, EPOCH 1991.35 BETWEEN STATION CLSB-069 AND STATION LSB-OJ7 PER ROS 17271 I.E. N1J"56'58" PROJECT ADDRESS 1906 ARENAL ROAD, CARLSBAD, CA 92011 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY STANDARD FIELD SURVEY METHODS FROM INFORMATION GATHERED ON JANUARY 11, 2019 BY SNIPES DYE AND ASSOC/A TES TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 215-050-7000 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 62494J7.J9 E198J7J2.54. VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 MAP CITY OF ENCINITAS TOTAL DISTURBED AREA = 10,220 SF ----'-------(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF- S/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, ANb SLOPE KEYWA YS) TOTAL REPLACED IMPERVIOUS AREA -7,988 SF TOTAL PROPOSED IMPERVIOUS AREA -9,128 SF CITY OF VISTA -fl ~o CITY OF ~--'-' SAN MARCOS "DECLARATION OF RESPONSIBLE CHARGE" WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 4. 5. THIS SET OF PLANS RESOLUTION NO. 7360 DATED FEBRUARY 19, 2020 THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC110N (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOORE _____ DATED OCTOBER 18, 2017 6. 7. 8. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED__,,µ,. ____ _ 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY_BW~E~---- DA TED APRIi 16 2021 WDID No .. _N..,.(A~--- 10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY __ N_/_A ____ _ DATED ______ _ 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND p IIFIIOR DRJIO. SYIIBOL gm...1111 RIGHT OF WAY CENTER LINE EX. CONCRETE SURFACE EX. WALL EX. FIRE HYDRANT EX. TREE EX. LIGHT EX. STORM DRAIN MANHOLE EX. STORM DRAIN EX. SEWER MANHOLE EX. SEWER MAIN EX. WATER MAIN EX. SDG&E VAULT EX. GAS MAIN EX. ELECTRICAL LINE EX. COMMUN/CATION LINE EX. FIBER OPTIC LINE EX. FENCE EX. CURB EX. CURB & GUTTER PROP. 6" CURB AND GUTTER SDRSD G-02, SAWCUT LINE PROP. TRENCH TYPE G PROP. CONCRETE PAV[MENT COCSD G-12 DRIVEWAY PROP. CONCRETE PAVEMENT SDRSD G-07 SIDEWALK PROP. ASPHALT PAVEMENT PROP. ASPHALT GRIND AND OVERLAY PROP. TRUNCATED DOMES SDRSD G-JO PROP. STORM DRAIN LINE SDRSD D-60 PROP. 4" SEWER LATERAL COCSD S-7 PROP. 2" WATER SERVICE COCSD W-4 & W-20 AND 1.5" METER PROP. FIRE SERVICE CMWD W-J PROP. /RR/GA TION WATER CMWD W-J, W-20 METER AND BACKFLOW PREVENTER PROP. BACKFLOW PREVENTER COCSD W-20 PROP. GA TE VAL VE CMWD W-J DOUBLE DETECTOR ASSEMBLY COCSD W-22 PROP. DUAL J" SIDEWALK UNDERDRAIN SDRSD D-27 M-<11 0 p: SDMHO ----- SMHO -D- -)(--)(- I • ~ I I J61 LF 66 LF 904 SQFT 1, 1JJ SQFT 515 SQFT 5,735 SQFT 1 RAMP 25 LF J8 LF -----0 10LF 57 LF --□ I UDID I 20 LF --®-- WV [X] B == =::::::tllll•ffi> 2 EA ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE: • CITY OF CARLSBAD STANDARD DRAWING (COCSD) •• CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING ••• SDRSD AS MODIFIED BY CITY OF CARLSBAD 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 670J 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. B\V E CIVIL· STRUCTURAL· SURVEY· PLANNING FIRM: _B_WE _____________ _ ADDRESS: 9449 BALBOA A VE 92123 CITY, ST.: SAN DIEGO CA E: (619)-299-5550 TELEPHON NO LAN HUELSMAN (NAME OF ENGINEER) .: 75442 BY: R.C.E. NO REGISTRA TION EXP/RATION DA TE: J/JI /2022 DATE: OJ/22/2021 "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHlEET I I SH6EETS I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CLASSIFICATION STREET TRENCH STREET STREET NAME INTERSECTING STREETS (WET OR WIDTH (ARTERIAL, MAJOR, OVERLAY (FT) PER LENGTH MORATORIUM CARLSBAD PERMANENT FIRE STATION NO. 2 OR MAIN (FT) COLLECTOR, DRY) DATE SDMC (FT) {Y/N) RESIDENTIAL) 62.1210 1906 ARENAL RD, CARLSBAD, CA 92009 ROW 2021-0295 TITLE SHEET C-001 APPROVED: JASON S. GELDERT EL CAMINO REAL EL CAMINO REAL ARENAL ROAD ARTERIAL WET LATERAL --2' 12.0 N ENGINEERING MANAGER RCE 6J912 EXP.9/J0/22 DATE ARENAL ROAD EL CAMINO REAL ARENAL ROAD COLLECTOR WET LATERAL --2' 41.8 N /]\ PROJECT NO. DRAWING NO. DAlE INITIAL DAlE INITIAL DAlE INITIAL RVWD BY: TC ARENAL ROAD EL CAMINO REAL ARENAL ROAD COLLECTOR WET LATERAL - -2' 42.2 N ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: TC. CUP2018-0014 530-8 DocuSign Envelope ID: DB05D4F6-6BEB-463C-A94B-1E876F53F602 9/9/2021 9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550□ ' 7 L -_J I~ J 1 \JI \_jJJ / 1 7 L _J CAUTION !!! EXISTING GAS LINE PER SDGE ASSET MAP 15577-120135. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION ,. 26+88.97 END CURB & GUTTER 27+87.25 IRRI. SERVICE ' 7 ' 7 L _J L _J L CAUTION !!! EXISTING GAS LINE PER SDGE ASSET MAP 15577-120135. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION 1~ j ,-.. N 7 J 27+30.91 BEGIN NON-STD DRIVEWAY 33 ;. e< 27+81.83 END DRIVEWAY o· ;< " I ~ '" ~ c:, [Q a.: ";< ti " .._ i-.: ;,; ' OJ ;< 4 u:I 25\...--l--;tt"-7 I I I I 89.40FL 86.84FS 86.58rL 86.63FS 85.76F~ 85.81 FS I J!"r---1-J•.·.·.·.· 1 . .. . . . . . .. . .. .. . . . . . . . . . . .. .. . . .. . .. . . . . . .. .. . . .. . . .. .. . . . . . . . .. . . . . ... ~.,! ..... < . • A • .. • 9.09% "l 4 48' 86.26f . "I ·· •• !''' •• A ' 3 H'---ffil'/l;---!HH8!;;-. 28+29.60 BEGIN DRIVEWAy84·34FL 28+33.16 PCR 84.16FL ,. l 83.87TC 83.37FL;,.--it-t+-t-' '.c., CJ I--__,,,. .. 83. lOF . . 83.4 , ljJJ_" ' , ·A 10.8% . ' 8i.ssF; ( ~ 3.42% · .. 861:io .... J.. L ·. 82.91 FL . • I ,. '' _J I I I I 00--~-t---1 CONSTRUCTION KEYNOTES @ CONSTRUCT 6" CURB & GUTTER TYPE G PER SDRSD G-2 (D ASPHALT PAVEMENT REPLACEMENT PER COC DWG 305-68, COCSD GS-25 AND GS-26 @ CONSTRUCT SIDEWALK PER DETAIL SDRSD G-7 @ CONSTRUCT TYPE A CURB RAMP WITH DETECTABLE WARNING PER SDRSD G-27, G-30 & CITY OF CARLSBAD STD DWG GS-32 (j) CONSTRUCT MODIFIED DRIVEWAY PER CITY OF CARLSBAD STD DWG GS-12. SEE PLAN FOR MODIFICATIONS . @ LANDSCAPING PER LANDSCAPE PLANS @ INSTALL 2 -3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27 @ TRANSITION TO MATCH EXISTING @ CONCRETE CROSS GUTTER. MATCH EXISTING @ 1" IRRIGATION WATER METER AND ABOVE GROUND BFP PER CARLSBAD MUNICIPAL WATER DISTRICT DRAWINGS W-3 AND W-20 @) SAWCUT AT NEAREST JOINT AND MATCH EXISTING @ SEE RECYCLED WATER PLAN FOR CONTINUATION TO IRRIGATION SYSTEM @EXISTING 8" ACP PZ318 WATER LINE PER COC DWG 467-7. APPROXIMATE LOCATION TO BE FIELD VERIFIED. @ EXISTING 8" PVC PZ384 RECYCLED WATER LINE PER COC DWG 467-7. APPROXIMATE LOCATION TO BE FIELD VERIFIED. @ TRAFFIC LIGHT AND ASSOCIATED EQUIPMENT PER TRAFFIC SIGNAL MODIFICATION PLAN. SEE SHEE1 4 FOR MORE DE1AILS @ SEE SHEET 5 FOR SIGNING AND STRIPING INFORMATION @ PROTECT EXISTING UTILITY @ RELOCATE EXISTNG BENCH AND BUS STOP @ PROTECT EXISTING FENCE @ REMOVE EXISTING IRRIGATION MffiR. CAP LATERAL AT THE MAIN AND REMOVE LATERAL @) REMOVE PORTION OF EXISTING FENCE WITHIN DRIVEWAY CONSTRUCTION LIMITS @) REPLACE BIKE LANE STRIPING PER STRIPING PLAN, SHEET 5 @) PINE TREES ARE TO REMAIN AND BE PROTECTED IN PLACE UNTIL APPROVAL FOR THEIR REMOVAL HAS BEEN GRANTED FROM CITY RECYCLED WATER DATA <i> BEARING/DELTA LENGTH SIZE/TYPE (CLASS) 13 S69'59'21 "E" 22.09' 1" TYPE K COPPER 14 S69"16'27"E" 1.97' 1" TYPE K COPPER 1.5' ROW I I 2' WIDE X 2" DEEP AC GRIND & OVERLAY FOR SMOOTH TRANSITION "' w ~ :::, "' LL 0 6" TYPE G CURB & GUTTER 1• 3 PER SDRSD G-02 I I I ---J I EX. AC PAVEMENT C. ...J >< w ~ I ~ _ _1.5% _ LAND_SCAP,E_ 1 _ P_fR ~O-BA ----'7zz:;;ht~£--::--!:. ;_111, -ll '-:_I' 1~, ~-1 I LI I, ~I 11 1 ;_11111 _ 85.88 TG 84.39 FL 85.BBFS ~ FULL DEPTH AC REMOVAL AND REPLACEMENT. MATCH EXIST STREET STRUCTURAL SECTION SEE ON-SITE PLANS DWG 530-BA FOR CONTINUATION AND ADDITIONAL DESIGN INFORMATION 85.88 TG l 84.28 FL 84.98TG 83.75IE . . -1-11-1 6" BASE PER COCSD GS-1 SECTION A-A SCALE: N.T.S 10 5 0 I ~ MATCH LINE C-101 B\VE CIVIL· STRUCTURAL· SURVEY· PLANNING /1\ DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION # LENGTH L1 19.94' L2 3.00' L3 19.00' L4 3.00' LS 44.92' L6 3.00' L7 47.78' LB 3.56' # LENGTH C1 14.53' C2 5.50' C3 4.00' C4 5.50' cs 20.03' ~~r~ ' 10 I SCALE: 1"=10' CURB DATA LINE TABLE DIRECTION DESCRIPTION S20' 08' 30"W 6" TYPE G CURB & GUTTER PER SDRSD G-2 S20' 08' 30"W 6" TO O" FILARE S20' 08' 30''w O" CURB S20' 08' 30"W 6" TO O" FILARE S20' 08' 30"W 6" TYPE G CURB & GUTTER PER SDRSD G-2 S20' 08' JO"W 6" TO Q" FILARE S20' 08' 30"W o• CURB S20' 08' 30"W 6" TO O" FILARE RADIUS 28.00' 28.00' 28.00' 28.00' 28.00' CURB DATA CURVE TABLE DELTA 029'43'28" 011'15'16" 008'11 '32" 040'58'45" 040'58' 45" DESCRIPTION 6" TYPE G CURB & GUTTER PER G-2 6" TO O" FLARE PEDESTRIAN RAMP 6" TO O" FLARE 6" TYPE G CURB & GUTTER PER G-2 NOTE: FOR ON-SITE IMPROVEMENTS AND GRADING, SEE DWG 530-BA. "AS BUil T" 20 30 P.E. EXP. DATE I I REVIEWED BY: INSPECTOR DATE I SH~ET I I SHE:TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PERMANENT FIRE STATION NO. 2 1906 ARENAL RD, CARLSBAD, CA 92009 ROW 2021-0295 IMPROVEMENT PLAN -EL CAMINO REAL C-100 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/22 DAlE DAlE INITIAL DAlE INITIAL RVWD BY: TC. PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL CHKD BY: TC. CUP2018-0014 530-8 DocuSign Envelope ID: DB05D4F6-6BEB-463C-A94B-1E876F53F6029/9/2021 9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550(._') 7 l5 O-t.00 2 + 79.80 EL CAMINO 0+00.00 AREIAL ROAD 3 L 28+33.16 PCR 84.16FL l L (82.70)FS~ l_l7 l]J • C l/ r,;:-, I-MATCH LINE C-100 84.98TG 83.75IE SEE ON-SITE PLANS DWG 530-8A FOR CONTINUATION AND ADDITIONAL DESIGN INFORMATION SEE DWG 530-8A FOR ON-SITE SEWER CONTINUATION i50FS ' 7 c11 Ill EXISTING GAS LINE PER SDGE ASSET MAP 15577-120135. CONTRACTOR TO VERIFY LOCATION AND DEPTH PRIOR TO START OF CONSTRUCTION 8• ACP PZ318 w w 43 . . . . .. . .. . • • 2 ••••••• . .. . .. . f;j '1 ~ ~ .53FL ~, w _13_ 42 _\~A-N <'<l 0.63FL N 81 ' +~~~----==:::::::::-=-----• NU -----• ==---l -::.,---l L L °' --t-------+-M-----M------M--4----l----M---ll"--l---1_----1-_._-~-J-:J_..,~---M-----M----------W--t---W-----W-----W---=---7:t.: u.J u 5 _____ -s(rno)-,-7 r -7 r 7 ,-7 r I L _J # 11 c, ~I "' I C5 C6 C7 CB L _J L _ _J L -_J C9 C I C\O I I C11 I I C12 I 20 ~ 30 C13 # L9 L10 f;j -S( rn o) uf w ____ --s(moi------"' 0 RECORD DRAWING 168-6 ,_---t""~.-s(nw'--_____ ~ \ WATERLINE LOCATION SHOWN ON ~ s(rno~ f;i L------S(mo , _____ -s( o'>--____ -s(rno ~ LENGTH 20.03' 5.31' 4.07' 4.52' 5.66' 3.00' 36.00' 3.00' 6.18' LENGTH 3.50' 11.79' CURB DATA CURVE TABLE RADIUS DELTA DESCRIPTION 28.00' 040"58'45" 6" TYPE G CURB & GUTTER PER G-2 3.04' 099"58'29" 6" TYPE G CURB PER SDRSD G-1 2.86' 081"40'53" 6" TYPE G CURB PER SDRSD G-1 2.99' 086"31 '54" 6" TYPE G CURB PER SDRSD G-1 601.49' 000"32'22" 6" TYPE G CURB & GUTTER PER G-2 601.49' 000"16'35" 6" TO O" FLARE 601.49' 003"25'45" o• CURB PER SDRSD G-14D 601.49' 000"16'44" 6" TO O" FLARE 602.02' 000"35'19• 6" TYPE G CURB & GUTTER PER G-2 CURB DATA LINE TABLE DIRECTION DESCRIPTION S81" 31' 53"E 6" MONOLITHIC CURB PER G-27 S3T 50' D4"E 6" MONOLITHIC CURB PER G-27 + N 10 5 0 10 20 '-----1 ~,___-i __ i-scALE= 1"=10' 30 ! CONSTRUCTION KEYNOTES (D CONSTRUCT ASPHALT PAVEMENT PER DETAIL 4 SHEET 4 DWG 530-BA @ CONSTRUCT 6" CURB & GUTTER TYPE G PER SDRSD G-2 (D ASPHALT PAVEMENT REPLACEMENT PER COC DWG 305-6B, COCSD GS-25 AND GS-26 @ CONSTRUCT SIDEWALK PER DETAIL SDRSD G-7 @ CONSTRUCT TYPE A CURB RAMP WITH DETECTABLE WARNING PER SDRSD G-27, G-30 & CITY OF CARLSBAD STD DWG GS-32 (j) CONSTRUCT MODIFIED DRIVEWAY PER CITY OF CARLSBAD STD DWG GS-12. SEE PLAN FOR MODIFICATIONS. @ 6" GATE VALVE FOR 6" SERVICE PER COCSD W-16 @) CONNECT TO EXISTING 8" ACP WATER LINE PER COCSD W-8 @ COLD MILL AND 2" GRIND & OVERLAY & SEAL, MATCH EXISTING PAVEMENT SECTION @ LANDSCAPING PER LANDSCAPE PLANS @ RELOCATED LIGHT PER ON-SITE PLANS @) CONSTRUCT ACCESSIBLE RAMP WITH HANDRAILS PER ON-SITE PLANS DWG 530-BA @) STRIPING ACCESSIBLE PARKING SPACE PER ON-SITE PLANS DWG 530-BA @) BUS STOP SIGN PER TRAFFIC PLANS @) CONSTRUCT CONCRETE SIDEWALK AND PAD PER NCTD BENCH BUS STOP STANDARDS @) INSTALL BENCH AND TRASH RECEPTACLE PROVIDED BY NCTD @ STREET LIGHT TO BE RELOCATED @ INSTALL 2 -3" PVC SIDEWALK UNDER DRAIN PER SDRSD D-27 @ CONNECT TO EXISTING 6" V.C. SEWER LATERAL PER COCSD S-7. CONTRACTOR TO EXCAVATE EXISTING LATERAL TO PROVIDE SUFFICIENT VERTICAL DROP TO ALLOW 2% SLOPE BACK TO THE SAND/OIL INTERCEPTOR. SEE LEUCADIA COUNTY WATER DISTRICT PLANS FOR THE IMPROVEMENT OF FIRE STATION SEWER. @ @ @ @ ® ® @ @) @ ® @ @ @ ® @) @ @ @ ® @) TRANSmON TO MATCH EXISTING CONCRETE CROSS GUTTER. MATCH EXISTING THRUST BLOCK PER COC W-19 DETAIL B/C-401 SAWCUT AT NEAREST JOINT AND MATCH EXISTING 4" DOUBLE CHECK DETECTOR ASSEMBLY WILKINS MODEL 350ADA PER COC W-22 TRAFFIC LIGHT AND ASSOCIATED EQUIPMENT PER TRAFFIC SIGNAL MODIFICATION PLAN. SEE SHEET 4 FOR MORE DETAILS SEE SHEET 5 FOR SIGNING AND STRIPING INFORMATION 3' CONCRETE SWALE PER DETAIL A THIS SHEET PROTECT EXISTING WATER METER (#10478119) IN PLACE REMOVE EXISTING 1" WATER METER (#10463029) AND REPLACE WITH NEW 1.5" METER PER COCSD W-4. INSTALL BACKFLOW PER COCSD W-20 PROTECT EXISTING UTILITY PROTECT EXISTING WALL REMOVE EXISTING TREE CONSTRUCT TYPE D CURB RAMP WITH DETECTABLE WARNING PER SDRSD G-30 & G-31 INSTALL 4" PVC (SDR 35) SEWER LINE INSTALL 2" COPPER WATER SERVICE PER COCWD W-4 ENCASE WATER LATERAL BETWEEN METER AND BACKFLOW IN PVC SLEEVE PER COCWD W-3 PROTECT EXISTING UTILITY. BRING TO PROPOSED GRADE AND PROVIDE TRAFFIC RATED COVERS 3' CONCRETE SWALE IN ADA PARKING PER DETAIL B THIS SHEET POTENTIAL UTILITY CROSSING. SEE DETAIL C THIS SHEET FOR SEWER LATERAL CONNECTION FIRE WATER DATA <t BEARING/DELTA LENGTH SIZE/TYPE (CLASS) 1 N15"0814711E" 57.23' 6" PVC (CL200) DOMESTIC WATER DATA <l> BEARING/DELTA LENGTH SIZE/TYPE (CLASS) 9 S11"22'08'W" 2.94' 1.5" TYPE K COPPER 10 S33"37'52''E" 4.19' 1.5" TYPE K COPPER EXISTING FLOWLINE 15 N1T29'38"E" 46.85' 2• TYPE K COPPER 1----3'-------l AC PAVEMENT 5% FL 5% MAX MAX <J 6" THICK 560-C-3250 CONCRETE " <J DETAIL A= CONCRETE SWALE SCALE: N.T.S 1----3'-------l AC PAVEMENT 2% FL 2% MAX MAX <J 6" THICK 560-C-3250 CONCRETE " <J 1 /2" ROUNDING (TYP) AC PAVEMENT 1 /2" ROUNDING (TYP) AC PAVEMENT DETAIL 8: CONCRETE SWALE IN ADA PARKING STALL SCALE: N.T.S ROW I L 11 4.00' S24' 56' 01 "E L12 9.26' S14" 05' 56"E L13 15.25' s10· oo· 31 "E L14 4.83' N19" 59' 29"E L15 24.58' S70' 00' 31 "E L16 5.00' S19" 59' 29"W L17 4.14' S70' 17' 11"E L18 8.80' N2□-oo· 11 "E L19 11.65' N19' 59' 29"E ARENAL ROAD I EXISTING IRRIGATION LINE EXISTING FIBER OPTIC DUCT BANK / EXISTING ELECTRICAL 6" MONOLITHIC CURB PER G-27 6" TO O" CURB TRANSITION 6" TYPE G CURB & GUTTER PER SDRSD G-2 6" TYPE G CURB PER SDRSD G-1 6" TYPE G CURB PER SDRSD G-1 6" TYPE G CURB PER SDRSD G-1 6" TYPE G CURB & GUTTER PER SDRSD G-2 6" TYPE G CURB PER SDRSD G-1 6" TYPE G CURB PER SDRSD G-1 z z LINE --~CAUTION!!! ___-EXISTING ELECTRICAL LINE °'-EXISTING WATER LINE -:iE ~ ~ -;.... ~ EXISTING 3" GAS LIN:,, WYE DEMO EXISTING 6" 7.. SEWER LINE ---: 7--------7.-------~--SEWER LINE @ 2% MIN. EXISTING 6" SEWER LATERAL DETAIL C: SEWER LINE SCALE: N.T.S EXISTING 8" SEWER MAIN 10Joo • • PROFILE= CURB RETURN SCALE: HORIZONTAL 1" = 1 O' B\VE VERTICAL 1" = 2' ~ CIVIL• STRUCTURAL· SURVEY• PLANNING /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SEWER DATA (I) BEARING/DELTA LENGTH SLOPE SIZE/TYPE (CLASS) 1 S16"10'17'W" 3.62' 2.00% 6" SOR 35 10~0 "AS BUil T" P.E. EXP. DATE NOTE: REVIEWED BY: FOR ON-SITE IMPROVEMENTS AND GRADING, SEE DWG 530-BA INSPECTOR DATE I SH:ET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PERMANENT FIRE STATION NO. 2 1906 ARENAL RD, CARLSBAD, CA 92009 ROW 2021-0295 IMPROVEMENT PLAN -ARENAL ROAD C-101 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 6J912 EXP.9/30/22 DAlE DATE INITIAL DATE INITIAL RVWD BY: TC PROJECT NO. DRAWING NO. 01HER APPROVAL CITY APPROVAL CHKD BY: IC CUP2018-0014 530-8 DocuSign Envelope ID: DB05D4F6-6BEB-463C-A94B-1E876F53F6029/9/2021 LIN Consulting, Inc. 9/8/2021 COND SIZE THW 10 8 6 CONDUIT RUN CONDUIT SIZE CONDUCTORS/CABLE POLE-@ POLE-@ POLE-@ POLE-@ POLE-© POLE-@ POLE-@ POLE -CD POLE -0 POLE-@ TOTAL SAFETY LIGHTING GROUND SERVICE DLC EVP (3M MODEL 138 CABLE) 6, CONDUCTOR SCHEDULE 2· 3• 3• 3• 2-3" 3• 3• 2· 2· 2· 2· 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 3 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 2 2 3 3 4 5 7 7 10 10 3 3 2 2 1 1 1 1 1 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 4 8 4 3 3 3 4 1 3 5 1 1 1 4 1114 w t--+ EXISTING 1 ·c. i 1 DLC 0 <( 0 0::: ,-7 VIDEO I DETECTION I ZONE I L _ _J PZZ2ZZZ2l ~-------- BCR i..--FACE OF CURB POLE LOCATION DETAIL -EXISTING EMCOM RADIO AND ANTENNA TO REMAIN RS STANDARD NO. 1------~-~--~------1 HEIGHT SIG M.A. LUM M.A. lYPE @ 17-3-70 30' 20' 12' ® 1-A 1 o· © 29-5-70 30' 55' 15' ® 1-A 1 o' © 24-4-70 30' 35' 15' ® 1-A 1 o· ® 60-5-100 17' 60' ® 18-3-100 17' 25' CD 1-A 7' 29-5-70 30' 55' 15' ® 1-A 1 o· (R) = REMOVE POLE AND EQUIPMENT SCHEDULE LED LUMINAIRE 120W 120W 120W 120W SIGNAL MOUNTING PPB POLE LOCATION VEHICLE PED PHASE MAS SV-1-T SV-1-1(11) SP-I-T TV-I 1112P SV-1-T 3-MAS sv-1-1(11) SP-I-T 1114P TV-2-T SP-I-T 1116P MAS SV-I-T SP-I-T 1116P TV-1-T SP-I-T 1118P 3-MAS SV-3-TA SP-I-T 1118P MAS SV-2-TA A B EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 14.3' 3' 46.2' 6.8' TP-I-T 1112P 51.1' 5.5' 3-MAS SV-I-T SP-1-T(R) 1118P SP-2-T 1112P TV-2-T SP-I-T 1112P EXISTING EXISTING SNS REMARKS EL CAMINO REAL EXISTING EQUIPMENT TO REMAIN EXISTING EQUIPMENT TO REMAIN ARENAL Rd EXISTING EQUIPMENT TO REMAIN EL CAMINO REAL EXISTING EQUIPMENT TO REMAIN ~ ALL NEW EQUIPMENT ALL NEW EQUIPMENT ALL NEW EQUIPMENT ARENAL Rd INSTALL NEW PED SIGNAL & PPB EXISTING EQUIPMENT TO REMAIN VIDEO AND POWER CABLE 1 2 5 1 1 4 TOTAL CONDUCTORS/CABLES 5 8 12 21 17 41 15 12 6 6 3 13 © 1 / 2"C, 3 DLC ,r: FILL 14 19 19.5 34.5 35.5 35.5 22.5 24.5 19 19 12.5 31 . ALL CONDUCTORS/CABLES ARE NEW 1112 . I - 1116 ,, 4 ' 0~1·--■ '· , PV ~·--· -~ ., _ 1116 1:s --41 ~ ..---=-==:!_ , 0 ~ fB.QlA-8 ro / • 5 I R10-7 •-PV -~ -',-1116 ;=5 =-----t:::::::::::j === =-----L....o..-.J L....o..-.J ~ r----, I 17 11116 L----..1 r-----., I 18 11116 L----.J ~ ,/ EXISTING 2"C, 2 DLC. REMOVE 2 DLC. INSTALL 3 DLC. > > (~~- c ..... .1 360' TO • •IUIT 'IMO"r .. I -'Gi) 1116 '@) 1116 12 1116 1-----------------------;;:;;::~~==~·~::::::-<.::--4 -3/ c:-:::::::::........1~1·. 1111 c::::::3 ~ 345, TO I R73 2(CA) • , ., ~o __ ygM ~ == =-----,... _ _ _______ -, - ---+_,_1LI_M_IT_LI_N_E--:? 1----------------------------.... -....:.....:.. ___ J;E,j.f._;,,~f ;,,..-=·-,,1 - -EVPE 1111+1116 ~l~5~ ....... ~!t•·~~';-~~~-~-l ___ ~-§-L_ __ J L.~~~-=-~19~:...::....=...=_.::..:-'~I~111~1----------------------------~ < ? 1115 L_ _____ ~ __ -~-_J EVPE 1112+1115 , j R73-2(CA) ' IC ]I 1112 (11 1112 (2) 1112 0) EXISTING 2"C, - 3 DLC - f-- --- DETECTOR ASSIGNMENTS DETECTOR NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 21 PPB PPB PPB PPB PPB EVA EVB EVC EVD EVE FLASH PHASE 1112 1112 1112 11128 1112 1112 1112 1115 1114 1114 1114 1116 1116 1116 1116 11168 1116 1116 1111 1118 1118 1118 1112 !114 1116 1118 11110 1112+!115 1114 1111 +!116 1118 1113 SLOT NUMBER I2U 12L I3U I6U J2U J2L J3U J6U I12U I12L 113U I13L I14U J12U J13U J12L J13L J14U I14U FIELD TERMINALS T2-5 & 6 T2-7 & 8 T2-9 & 10 VIDEO VIDEO VIDEO VIDEO VIDEO T4-9 & 10 VIDEO VIDEO T3-5 & 6 T3-7 & 8 T3-9 & 10 VIDEO VIDEO VIDEO VIDEO VIDEO T5-9 & 10 VIDEO VIDEO T8-4 & COM 6 T8-5 & COM 6 T8-7 & COM 9 T8-8 & COM 9 T8-10 & COM 12 T9-4 & COM 6 T9-7 & COM 9 T9-5 & COM 6 T9-8 & COM 9 T9-10 & COM 12 T8 10 & COM 12 D:\DRAWING FlLES\lllLE SHEETS\111LE SllEET.DWG RE\1SED:02/15/17 - - - - y EXISTING 2"C, 3 DLC 7 SIGN LEGEND: (THIS SHEET ONLY) STOP IBE CJI RED t'P NO TlllN ON RED 0 - - r-----., --:::--.i~±q--7__4 •2 ' --1 1112 I 7 I L----.J ,-----, 1112 I 6 I • L----.J 1117 • • r-----, 1112 I 5 I L----.J ~-I . 11128 r 4 ., PV b.. / = --f• L=J 5',.. 2P R:~21114-10 !!I •~-_ :/~l\. -m ' 7 R9-3 \ - IIFI 1IRI YED CJICRBI 0 I I ® ~2}; .. I\IJ I I ll ~r--~~0'.____.===1112 p;[_~ ~©~1~~/L ' ~ ~• • , r , ~7 Ii<\ FIRE .,,.,·110N I A 11-9 il !il : : :-: lr-~ .,,,, L/ "---- 1118 I I I I Hi t -!l=-.:;:::.::=I u~ '--"..-SEE DETAIL "A• 8 I I I I I THISSHEET 1 I I I I I I I I r-'T ·:r--- 7 11 r;:;;;L r r T / I I CONSTRUCTION NOTES (THIS SHEET ONLY) OJ CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING lYPE 332 ALUMINUM CABINET, BATTERY BACK-UP SYSTEM (BBS), AND 2070 CONTROLLER ASSEMBLY. CABINET, BBS, AND CONTROLLER TO REMAIN AS CllY PROPERlY AND TO BE DELIVERED TO CllY STORAGE LOCATION. [!) CONTRACTOR SHALL INSTALL McCAIN lYPE 352i-ATC CABINET WITH ALPHA FXM 1100 BATTERY BACK-UP SYSTEM (BBS) WITH AUTOMATIC TRANSFER SWITCH (INCLUDE ALPHA SIDE MOUNT 6 ENCLOSURE) AND TRAFFICWARE ATC-2070LX CONTROLLER WITH SCOUT SOFTWARE PER CllY REQUIREMENTS. CONTRACTOR SHALL INSTALL ALL NECESSARY EQUIPMENT IN THE CONTROLLER CABINET FOR THE SIGNAL TO FUNCTION AS SHOWN ON PLANS. CONTRACTOR SHALL PROGRAM/CONFIGURE AND VALIDATE SIGNAL OPERATION PER PLAN WITH 2070LX CONTROLLER AND 352i CABINET PRIOR TO TURN ON UTILIZING EXISTING SIGNAL TIMING TO SATISFACTION OF CllY ENGINEER. 0 EXISTING lYPE Ill SERVICE CABINET 0 REMOVE EXISTING SIGNAL HEAD AND INSTALL NEW PROGRAMMABLE VISIBILllY SIGNAL HEADS AS SHOWN. @J INSTALL MAST ARM MOUNTED SIGN PER DETAIL "U", STANDARD PLAN ES-7N. SIGN lYPE AS NOTED ON PLAN. TRAFFIC SIGNAL NOTES: 1. 2. 3. 4. 5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL TRAFFIC SIGNAL EQUIPMENT. TRAFFIC SIGNAL EQUIPMENT SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 5, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (2018 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2014 REVISION 5, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING STANDARD CllY OF CARLSBAD MOUNTING WITH BRACKET STRAPS. R73-2(CA) R10-6 R10-11 R9-3 R10-7 R10-12 1221 121 1 I I I I 1 I I I I 1 ~"-~) ~ t!' ' 5 AB 1-.!,-+-1+1 t , ~ r.) I 0 CONTRACTOR SHALL FURNISH AND INSTALL TWO PREEMPTION PUSH BUTTON SWITCHES IN FIRE STATION PER CllY REQUIREMENTS. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 1111V _J 1115V ... <]---{> 1112V <]---{> .. OLB lllf!N t !113V NOT USED !117V PHASE DIAGRAM 1114V 1118V DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE 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 ~NDERSTAND THf)AT THE CHECK OF PROJECT DRAWINGS AND SP, flFICATIONS BY E CllY OF CARLSBAD IS CONFINED TO A REI EW ONL'l'.AilND ES NOT RELIEVE ME, AS ENGINEER OF we tK, F "· 'RES NSIIMrlTIES FOR PROJECT DESIGN. ) ~JAA f // 8/2/2021 S UL II. KANE R.C.E. 61311 DATE EXISTING 1 "C, 1,;sL,v 1 31/20~ I I I I I I I I J _jiis] L_J L_J / g 1118 1118 1 :i.... EXISTING 2·c. EVP ~!l=l===--2l6(SERVICE), 2l8(LIGH11NG} - I I I . r I U "'I ,. - I lift ~\J 7.!J I lfllr~ . \i"'-0 2·c I 1118 ~ J L_,_ .... _ '----~ 1 CB 12 \ EXISTING 1 "C, 1 DLC DETAIL "A" 20 I I I 11 ---..... ,-.... ,------J\'rv,-----.-.,-r, "TT"""~_,,,,-~.,....- EXISTING 1·c, 1 DLc-\---;-;;:;::;;--ITT v 11 __ L,J z I:! ::; • t:: 0 :::E U) -~ ...I .. ~ 0 I ' 20 30 l_ ..... 1 40 50 -/) / ' ,,, ',~['--0 4 \ ... ~\§] l SCALE: 1"=10' EXISTING 2"C, 2l6(SERVICE), 21/8(LIGHTING) Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SAN DIEGO. CA 92111 TEL: (858)278-4800 8/25/21 LIN PROJECT: P9772 9772 EO 1.dwg SUITE 207 Designed By: SMK Drawn By: RMW Checked By: St.AK [zJ INSTALL EMERGENCY VEHICLE PREEMPTION EQUIPMENT. MOUNTING HARDWARE AND CABLE SHALL BE FURNISHED BY THE CONTRACTOR. SEE CALTRANS REVISED STANDARD PLAN ES-4E. EMERGENCY PREEMPTION SYSTEM SHALL BE GTT BRAND OPTICOM SYSTEM OR APPROVED EQUAL BY THE CllY TRAFFIC ENGINEER. THE SYSTEM SHALL INCLUDE GPS COMPATIBIUlY AND THE ABILITY TO COMMUNICATE WITH GTT CENTRAL MANAGEMENT SOFTWARE (CMS). CONTRACTOR SHALL FIELD TEST OPTICOM PREEMPTION SYSTEM TO CONFIRM PROPER OPERATION TO SATISFACTION OF CllY CllY ENGINEER. 0 CONTRACTOR SHALL RELOCATE ITERIS CAMERA AND RECONFIGURE VIDEO DETECTION ZONES TO THE SATISFACTION OF CllY ENGINEER 6. 0 CONTRACTOR SHALL COORDINATE WITH CllY IT FOR THE REMOVAL AND REINSTALLATION OF EXISTING THIRD PARlY PROVIDED FIBER OPTIC CABLE AND PATCH PANEL ~ INSTALL NEW AXIS PTZ CAMERA MODEL P5655-E WITH 32x OPTICAL ZOOM WITH POE+ POWER SOURCE. INCLUDE AXIS T91L61 POLE MOUNT WITH STEEL STRAPS AND OUTDOOR RJ45 CABLE. INCLUDE ALL NECESSARY EQUIPMENT FOR REMOTE OPERATION AND FUNCTIONALllY WITH EXISTING COMMUNICATION DEVICES. IT!] IABI EXISTING CONDUIT AND INSTALL NEW AS SHOWN. E3] INSTALL EXTENSION TO EXISTING PULL BOX. THE CONTRACTOR SHALL POT HOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES AND MAST ARMS. CITY TRAFFIC ENGINEER f OHN KIM, TE, PE DATE II AS BUILT" RCE __ _ EXP. ___ _ DATE REVIE\./ED BY• INSPECTOR DATE 1----1---1-------------1----l----l----1---1 w crrNirNE~!NG ~~~~~~AD l----l--+----------------l------l----1-----11---....I IMPROVEMENT PLANS FOR: FIRE STATION No. 2 TRAFFIC SIGNAL MODIFICATION EL CAMINO REAL ® ARENAL RD l----l--+----------------l------l----1-----11---....I ;::RO:::::W:::::::::20=:21:::::-::::02:=9::::5================! APPROVED:JASON S. GELDERT ENGINEERING MANAGER RCE 6J912 EXP. 9/J0/22 DAlE /1\ l--=□A=lE=----l~IN=ITI~A~L+-'--...--------------l--□-AlE-+-IN_ITI_A_L +-□-A-lE---le-lN_ITI_A_L_. RVWD BY: T( ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: T( PROJECT NO. CUP2018-0014 DRAWING NO. 530-8 DocuSign Envelope ID: DB05D4F6-6BEB-463C-A94B-1E876F53F602 9/9/2021 LIN Consulting, Inc. “” “” “” “”“” ’“” “” “” ’ 9/8/2021 - - SIGNING AND STRIPING NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {LATEST VERSION), THE CALTRANS STANDARD PLANS AND SPECIFICATIONS {LATEST VERSION), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CllY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE (TRANSPORTATION DIRECTOR FOR CIP PROJECTS AND CllY ENGINEER FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED lWO WEEKS AFTER INITIAL PAINTING. 6. ALL PERMANENT SIGNAGE SHALL BE REFLECTIVE PER ASTM DESIGNATION D4956 AND SHALL USE lYPE IV PRISMATIC REFLECTIVE SHEETING {HIGH INTENSllY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPECIFIED. R1-1 STOP. R1-2 YIELD, R2-1 SPEED LIMIT AND STREET NAME SIGNS SHALL USE lYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING {DIAMOND GRADE VIP OR EQUAL). 7. 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 CllY INSPECTOR. 8. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE (TRANSPORTATION DIRECTOR FOR CIP PROJECTS AND CllY ENGINEER FOR DEVELOPMENT PROJECTS) OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 10. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS STENCILS. 0 <( 0 0::: ....J <( z w 0::: <( R26(CA) E_L_C_A_M_I_N_O_R_E_A_L __ R 2_:c_~ 9 _' '\_~....--:: =----= =============J8r·=~-~-~-~=----= 12' ---12' --8' RAISED MEDIAN 10· J -.fr --- 13'10' 19' 11111111 ----------- 11. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL BE HIGH VISIBIUlY CONTINENTAL STYLE AND SHALL HAVE 10 INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. CONTINENTAL CROSSWALK MARKINGS SHALL BE PARALLEL TO THE DIRECTION OF VEHICULAR TRAVEL 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS INCLUDING BIKE LANE LEGENDS AND ARROWS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. PREFORMED THERMOPLASTIC ARROWS AND LEGENDS SHALL NOT BE ACCEPTABLE. 13. SIZE OF SIGNS SHALL BE BASED UPON THE RECOMMENDED SIGN SIZES FOUND IN THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES UNLESS OTHERWISE SPECIFIED. 14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CllY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CllY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 18. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 19. 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. 20. GREEN PAINT SHALL HAVE CHROMATICllY COORDINATES PER FHWA INTERIM APPROVAL 1A-14. GREEN PAINT SHALL BE EF SERIES WB GRN FAST DRY 1952F ½, PRODUCT CODE 183, PRODUCT COLOR GREEN {34-108) BY ENNIS-FLINT OR APPROVED EQUAL PAINT SHALL MEET FEDERAL SPEC. TT-P-1952F lYPE I AND II. R3-7R R26(CA) •H· •: -.- ~· ~t ..... ~ ~ ~ ~ ~ ~ ~ ~ R3-7R 8" WHITE THERMOPLASTIC, 100 LF. PAINTED MEDIAN 11 • 11' 10' 3' 65 LF. --· CONFORM TQ_ EXISTING /W11-8 - - -CONFORM TO EXISTING 11 • 12' 12' --100 LF. GR~~=- EACH - 11' CONFORM TO EXISTING 11 ' CONFORM TO "EXISTIN~ -.- W11-8 R10-7 "'o -------- ---12" WHITE THERMOPLASTIC 11' 3' 8' R2-1(55) FIRE STATION No. 2 SIGN LEGEND: (THIS SHEET ONLY) GREEN PAINT UP OF GUTTER ~ 6" DAS: WHITE LINE PER DETAIL 39A DASHED GREEN BIKE LANE DETAIL R4-4 5 LF. EACH 120 LF. OF DASHED GREEN BIKE LANE PER DETAIL, THIS SHEET. NOT TO SCALE LEGEND (THIS SHEET ONLY) 12" WHITE THERMOPLASTIC CITY TRAFFIC ENGINEER ------~ ~ !!!!!!!! ~ ~ ,. !!!!!I!! l!i!I KEEP CLEAR @ -a EXISTING ROADSIDE SIGN PROPOSED ROADSIDE SIGN EXISTING lYPE IV(R) PAVEMENT ARROW EXISTING lYPE IV{L) PAVEMENT ARROW EXISTING BIKE LANE PAVEMENT LEGEND PROPOSED lYPE IV{L) PAVEMENT ARROW PROPOSED lYPE IV(R) PAVEMENT ARROW INSTALL BIKE LANE PAVEMENT LEGEND INSTALL 'KEEP' PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. INSTALL 'CLEAR' PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. PROPOSED PAVEMENT STRIPING PER CALTRAN STRIPING DETAILS. SEE STANDARD PLANS A20A THROUGH A20D. INSTALL PAINTED GREEN BIKE LANE SHARED LANE MARKING PER CA MUTCD FIGURE 9C-9. CONSTRUCTION NOTES: (THIS SHEET ONLY) 1GR1 REMOVE EXISTING PAINT OR THERMOPLASTIC BY GRINDING. 1RL1 RELOCATE EQUIPMENT. OJ RELOCATE EXISTING SIGN ON NEW POLE. R10-7 R2-1{55) Traffic, Civil and Electrical Consulting Engineers 4858 MERCURY STREET, SUITE 207 SAN DIEGO. CA 92111 TEL: (858)278-4800 8/25/21 Designed By: SMK LIN PROJECT: P9772 Drawn By: RMW 9772_sso 1 .dwg Checked By: St.AK R3-7R W11-8 R4-4 <i oHN KIM, TE, PE DATE l~irl II AS BUILT" R26{CA) R7-9 ._1 ___ 1 40 0 1 __ 1_1 I 40 60 80 100 RCE ___ EXP, ___ _ DATE REVIE\./ED BY• INSPECTOR DATE ~ CITY OF CARLSBAD I SHE6ETS I 1------<f-----+----------------+-----+---+-----<1----1 l__Q_J ENGINEERING DEPARTMENT 1------<f-----+----------------+-----+---+-----<I----I 1-----11----+----------------+-----+--+----11----1 IMPROVEMENT PLANS FOR: FIRE STATION No. 2 SIGNING AND STRIPING EL CAMINO REAL ® ARENAL RD ROW 2021-0295 1-----11----+----------------+-----+--+----II----I APPROVED:JASON S. GELDERT DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING t.AANAGER RCE 63912 EXP. 9/30/22 DATE RVWD BY: TC CHKD BY: TC PROJECT NO. CUP2018-0014 DRAWING NO. 530-8 D:\DRAWING FlLES\lllLE SHEETS\111LE SllEET.DWG RE\1SED:02/15/17 DocuSign Envelope ID: DB05D4F6-6BEB-463C-A94B-1E876F53F602 9/9/2021 FR9449 BALBOA AVE, STE 270SAN DIEGO, CA 92123 619.299.5550 F O R R E V I EW XXFRSF--w----SE-61-------mt NS-12 NS-13 SE-7 NS-3 NS-12 NS-13 SE-6 SE-7 NS-12 NS-13 .•. mJD4 tffl!WQONinQ, EC-1 SCHEDULING I EC-2I PRESERVATION OF EXISTING VEGETATION ~ PAVING AND GRINDING OPERATIONS I NS-12 I CONCRETE CURING I NS-13 I CONCRETE FINISHING I SE -5 I FIBER ROLLS I SE-6 I GRAVEL BAG BERM ~ STREET SWEEPING AND VACUUMING ISE-10I STORM DRAIN INLET PROTECTION I TC-1I STABILIZED CONlRACTION ENTRANCE EXIT ~ MATERIAL DELIVERY AND STORAGE WM-2I MATERIAL USE WM-3 I STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-6 HAZARDOUS WASTE MANAGEMENT I WM-8 CONCRETE WASTE MANAGEMENT I WM-9 SANITARY SEPTIC WASTE MANAGEMENT RIGHT-OF-WAY/PROPERlY LINE SILT FENCE (CASQA SE-1) CONSTRUCTION FENCE FIBER ROLL (CASQA SE-5) DIRECTION OF FLOW GRAVEL BAGS (CASQA SE-10, TYPE 3) INLET PROTECTION (CASQA SE-10) ... . •·.·.·.·.·. ' },', -ROW ... === 0 ; ::::::::::: ,-·p __ ':'f __ l"i:i~r~?i===~:'.it""rr,, \ --:~\\:-:-:--· , -.. , .-. . -? -\i·:f,::c:1.·•.>}.•••• s;I}t\ .. , _ .. ,_:(::::~:;'.){\? n·-------------------------:~-----·-·--t)::: 20 1 0 0 20 40 60 1--~f----1 __ 1-----11 SCALE: 1 "=20' NS-12 NS-13 SE-7 EROSION CONTROL NOTES THE FOLJ.OWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT:JASEN BOYENS FROM: BARNHART-REESE CONSTRUCTION A T (76D) 707-2872 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR_ J_ THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARIS£ 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDIT/ON_ 6_ GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEms FORTY PERCENT (40%)_ SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8_ ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9_ ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED_ THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES_ 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUfflCIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11-ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONS/TE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "M"A THER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DffiNED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL M"A THER SERVICE FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME JS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOM"D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA rs. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS J:1J2I sumctENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE JS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FDR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED M"EKLY AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT JS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POU.UT/ON PREVENTION AND BMP MAINTENANCE WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED ( 40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "M"ATHER TRIGGERm ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ B\VE CIVIL•STRUCTURAL•SURVEY• PLANNING EROSION CONTROL H"(l)ROSEEQING. PLANUNG AND !RR/GA 7ION 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPLIED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL} OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMmtATE TREATMENT. B HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT AR£· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPm LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS. TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs PER A CR£ OF A CHILLEA MILLEFOL/A e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACR£ TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACR£ D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumctENTL Y FRIABLE 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SA TURA TED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE !RR/GA TION INSTALLED AND BE STABILIZED. PLANTED AND/OR HYDROSEEDED WITHIN TEN {10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION OF HYDROSEmED SLOPES FAIL TO PROVIDE EfflCIENT COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. /1\ DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I S~EET I I SH:ETS I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: CARLSBAD PERMANENT FIRE STATION NO. 2 1906 ARENAL RD, CARLSBAD, CA 92009 ROW 2021-0295 EROSION CONTROL PLAN C-300 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXP.9/30/22 DAlE DAlE INITIAL RVWD BY: TC PROJECT NO. DRAWING NO. CITY APPROVAL CHKD BY: TC CUP2018-0014 530-8 DocuSign Envelope ID: DB05D4F6-6BEB-463C-A94B-1E876F53F6029/9/2021