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HomeMy WebLinkAboutDWG 507-9A; 4605; POINSETTIA COMMUNITY PARK PHASE III; 01-7272 POINSETTIA COMMUNITY PARK 507-9A4605 Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-TITLE.dwg, User ID: rperezLC, JF MM JTB, JJ SDG PROJECT NO: 15-405 PLT DATE: 07/28/16 E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 11/08/17 01 T-1.0 POINSETTIA COMMUNITY PARK - PHASE III CONSTRUCTION DOCUMENTS for: 6600 HIDDEN VALLEY RD. CITY OF CARLSBAD, CALIFORNIA PARKS & RECREATION DEPARTMENT PROJECT NO. 4605 PROJECT SITE 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. 3433 DATED OCTOBER 7, 1992. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY K2 ENGINEERING JOB NO. G2015011-1 DATED NOVEMBER 20, 2015 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCOE ENGINEERING REVISED OCTOBER 2017 WDID NO. 9 37C377137, SW NO. SW16-06. 9. STORM WATER MANAGEMENT PLAN PREPARED BY FUSCOE ENGINEERING. 10. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. 11. 2016 CALIFORNIA BUILDING CODE, BASED ON THE 2015 INTERNATIONAL BUILDING CODE. WORK TO BE DONE "DECLARATION OF RESPONSIBLE CHARGE" VICINITY MAP LOCATION MAP TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST 3RD, 2015 BY FUSCOE ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. SOURCE OF TOPOGRAPHY PROJECT LOCATION BENCH MARK THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 214-140-13, & -39, AND 214-300-09 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 33.1160° W 117.3096° DESCRIPTION: CITY OF CARLSBAD BENCHMARK CLSB 050 LOCATION: A STANDARD M-10 STREET MONUMENT, STAMPED "RCE" 27332", IN THE CENTER OF THE CUL-DE-SAC AT THE NORTH END OF CARNATION DRIVE RECORDED: RECORD OF SURVEY NO. 17271 ELEVATION: 163.405' (NGVD 29) DATUM: NGVD 29 DESIGN CONSULTANT(S): PRIME CONSULTANT & LANDSCAPE ARCHITECT: SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVENUE, SUITE 500 SAN DIEGO, CA 92101 PHONE: (619) 236-1462 CIVIL ENGINEER FUSCOE ENGINEERING 6390 GREENWICH DRIVE #170, SAN DIEGO, CA 92122 (858) 554-1500 CONTACT: KEN KOZLIK STRUCTURAL ENGINEERBWE 9449 BALBOA AVE, SUITE 270 SAN DIEGO, CA 92123 (619) 299-5550 CONTACT: CHRIS COBB ELECTRICAL ENGINEER ALAGIA ENGINEERING 17743 DEL PASO DR, POWAY, CA 92064 (858) 746-7414 CONTACT: NEAL ALAGIA GEOTECH ENGINEER K2 ENGINEERING 12595 RAGWEED ST, SAN DIEGO, CA 92129 (858) 484-2347 CONTACT: SUSANA KEMMERRER ARTIFICIAL TURF CONSULTANTDMA 5188 ANDREW JACKSON ST, OCEANSIDE, CA 92057 (760) 613-4313 CONTACT: DAVID DIGERONIMIO SPORTS LIGHTING CONSULTANT MUSCO SPORTS LIGHTING 4 JENNER, SUITE 100, IRVINE, CA 92618 (760) 798-3162 CONTACT: KARIN ANDERSON OWNER: CITY OF CARLSBAD PARKS AND RECREATION DEPARTMENT 799 PINE AVE., SUITE 200 CARLSBAD, CA 92008 PHONE: (760) 434-2826 CONTACT: JT BARR PRINCIPAL email: jtbarr@schmidtdesign.com MARK MOSS PROJECT MANAGER email: mmoss@schmidtdesign.com CONTACT: BARBARA KENNEDY PARK PLANNER/ PROJECT MANAGER email: barbara.kennedy@carlsbadca.gov KYLE LANCASTER PARK SERVICES MANAGER email: kyle.lancaster@carlsbadca.gov KASIA TROJANOWSKA PARK PLANNING MANAGER email: kasia.trojanowska@carlsbadca.gov PROJECT SITE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS 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 AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. JEFFERY T. BARR SCHMIDT DESIGN GROUP, INC. 1111 SIXTH AVE, SUITE 500 SAN DIEGO, CA 92101 PHONE: 619-236-1462 SIGNATURE DATE JEFFERY T. BARR REGISTRATION NO: 2138 (EXP. 12/31/2017) PROJECT DIRECTORY CITY COUNCIL MATT HALL - MAYOR KEITH BLACKBURN - MAYOR PRO TEM MARK PACKARD - COUNCIL MEMBER MICHAEL SCHUMACHER - COUNCIL MEMBER CORI SCHUMACHER - COUNCIL MEMBER KEVIN CRAWFORD CITY MANAGER CHRIS HAZELTINE PARKS & RECREATION DIRECTOR GOVERNING AGENCIES AND UTILITY CONTACTS UNDERGROUND SERVICE ALERT UNDERGROUND SERVICE ALERT 800-227-2600 GAS AND ELECTRICITY SAN DIEGO GAS & ELECTRIC 4120 OCEANSIDE BLVD. #215 OCEANSIDE, CA 92054 EMERGENCY: 800-411-7343 NEW SERVICE: 877-789-9866 CABLE TELEVISION TIME WARNER 5720 EL CAMINO REAL CARLSBAD, CA 92008 760-931-7000 WATER & RECYCLED WATER CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 760-438-2722 SEWER CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA 92008 760-438-2722 STORM WATER CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 HOTLINE: 760-602-2799 PARKS AND RECREATION CITY OF CARLSBAD 799 PINE AVE, SUITE 200 CARLSBAD, CA 92008 760-434-2826 TELEPHONE AT&T NEW PHONE: 800-310-2355 ENGINEERING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760-602-2720 BUILDING CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 760-602-2700 INSPECTION: 760-602-2725 FIRE CITY OF CARLSBAD 2560 ORION WAY CARLSBAD, CA 92008 760-931-2141 POLICE CITY OF CARLSBAD 2560 ORION WAY CARLSBAD, CA 92008 760-931-2131 PROJECT ADDRESS 6600 HIDDEN VALLEY ROAD, CARLSBAD, CALIFORNIA 92011 N NO.SHEET INDEX SHEETLABEL 1 TITLE SHEET T-1.0 2 TITLE SHEET T-1.1 3 DEMOLITION LEGEND AND NOTES D-1.0 4 DEMOLITION PLANS D-1.1 5 DEMOLITION PLANS D-1.2 6 DEMOLITION PLANS D-1.3 7 DEMOLITION PLANS D-1.4 8 CONSTRUCTION STAGING AREA PLAN D-1.5 9 GRADING AND UTILITY PLANS C1.0 10 DETAILS PLAN C1.1 11 GRADING AND UTILITY PLANS C1.2 12 GRADING AND UTILITY PLANS C1.3 13 GRADING AND UTILITY PLANS C1.4 14 GRADING AND UTILITY PLANS C1.5 15 EROSION CONTROL PLANS C2.1 16 EROSION CONTROL PLANS C2.2 17 EROSION CONTROL PLANS C2.3 18 EROSION CONTROL PLANS C2.4 19 ELECTRICAL LEGEND SE-1.0 20 TITLE 24 CALCULATIONS SE-1.1 21 TITLE 24 CALCULATIONS SE-1.2 22 TITLE 24 CALCULATIONS SE-1.3 23 ELECTRICAL SITE PLAN SE-2.0 24 ELECTRICAL SITE PLAN SE-3.0 25 ELECTRICAL SITE PLAN SE-4.0 26 ELECTRICAL PHOTOMETRIC PLAN SE-4.1 27 ELECTRICAL OVERALL SITE PLAN SE-5.0 28 ELECTRICAL SITE PLAN SE-5.1 29 ELECTRICAL PHOTOMETRIC PLAN SE-5.2 30 SPORTS LIGHTING DETAILS SE-6.0 31 SPORTS LIGHTING DETAILS SE-6.1 32 SINGLE LINE/ PANEL SCHEDULES SE-7.0 11/03/2017 33 ELECTRICAL SCHEDULES/DETAILS SE-7.1 34 ELECTRICAL DETAILS SE-8.0 35 ELECTRICAL DETAILS SE-9.0 36 ELECTRICAL DETAILS SE-9.1 37 SPORTS LIGHTING STRUCTURAL DETAILS SS-1.0 38 LANDSCAPE CONSTRUCTION LEGEND LC-1.0 39 LANDSCAPE CONSTRUCTION PLANS LC-1.1 40 LANDSCAPE CONSTRUCTION PLANS LC-1.2 41 LANDSCAPE CONSTRUCTION PLANS LC-1.3 42 LANDSCAPE CONSTRUCTION PLANS LC-1.4 43 LANDSCAPE CONSTRUCTION PLANS LC-1.5 44 LANDSCAPE CONSTRUCTION PLANS AND NOTES LC-1.6 45 LANDSCAPE CONSTRUCTION DETAILS LC-2.0 46 LANDSCAPE CONSTRUCTION DETAILS LC-2.1 47 LANDSCAPE CONSTRUCTION DETAILS LC-2.2 48 LANDSCAPE CONSTRUCTION DETAILS LC-2.3 49 LANDSCAPE CONSTRUCTION DETAILS LC-2.4 50 LANDSCAPE CONSTRUCTION DETAILS LC-2.5 51 LANDSCAPE CONSTRUCTION DETAILS LC-2.6 52 LANDSCAPE CONSTRUCTION DETAILS LC-2.7 53 LANDSCAPE CONSTRUCTION DETAILS LC-2.8 54 LANDSCAPE CONSTRUCTION DETAILS LC-2.9 55 LANDSCAPE CONSTRUCTION DETAILS LC-2.10 56 LANDSCAPE CONSTRUCTION DETAILS LC-2.11 57 LANDSCAPE CONSTRUCTION DETAILS LC-2.12 58 LANDSCAPE CONSTRUCTION DETAILS LC-2.13 59 LANDSCAPE IRRIGATION TITLE SHEET LI-0.1 60 LANDSCAPE IRRIGATION LEGEND AND NOTES LI-1.0 61 LANDSCAPE IRRIGATION PLANS LI-1.1 62 LANDSCAPE IRRIGATION PLANS LI-1.2 63 LANDSCAPE IRRIGATION PLANS LI-1.3 64 LANDSCAPE IRRIGATION PLANS LI-1.4 65 LANDSCAPE IRRIGATION DETAILS LI-2.0 66 LANDSCAPE IRRIGATION DETAILS LI-2.1 67 LANDSCAPE PLANTING LEGEND AND NOTES LP-1.0 68 LANDSCAPE PLANTING PLANS LP-1.1 69 LANDSCAPE PLANTING PLANS LP-1.2 70 LANDSCAPE PLANTING PLANS LP-1.3 71 LANDSCAPE PLANTING PLANS LP-1.4 72 LANDSCAPE PLANTING DETAILS LP-2.0 STEVE DIDIER MUNICIPAL PROJECTS MANAGER email: steve.didier@carlsbadca.gov D-1.2 D-1.3 D-1.0 D-1.4 D-1.1 D-1.5 LC-2.9 LP-1.1 LP-1.3 C1.4 C1.5 LC-1.0 LP-2.0 LC-2.6T-1.1 C1.3 SE-1.2 SE-3.0 C1.0 SE-1.0 C2.3 LC-2.1 LC-2.7 LC-1.4 SE-8.0 C1.1 C1.2 LC-1.3 LC-1.6 SE-1.1 SE-4.0 SE-1.3 LC-1.5 SE-5.0 LC-2.0 C2.2 C2.4 C2.1 LC-1.1 LC-1.2 LC-2.2 LC-2.3 LC-2.4 LC-2.5 LC-2.8 SE-7.1 LC-2.12 LP-1.0 LC-2.10 LC-2.11 LC-2.13 LP-1.2 LP-1.4 SE-4.1 SE-5.1 SE-2.0 SE-5.2 SE-6.0 SS-1.0 SE-6.1 SE-7.0 SE-9.0 SE-9.1 {'city of Carlsbad Parks & Recreation Department CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF ENCINITAS DI NOT TO SCALE CITY OF VISTA DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DA TE INITIAL ENGINEER OF WORK PACIFIC OCEAN PALOMAR AIRPORT RD REVISION DESCRIPTION AIRPORT /\NOTTO SCALE DA TE INITIAL OTHER APPROVAL I I I I I I I I I LJ I I I I I j I I LJ D LJ LJ D LJ D LJ LJ D I I I I I I I DA TE INITIAL CITY APPROVAL I I I I I I I l I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I -1 I I I I I I I I I I I I I I r I r I "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE SHEET FOR APPROVED BY:2,~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. 11 DRAWING NO.I 72POINSETTIA COMMUNITY PARK507-9A4605Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-TITLE.dwg, User ID: rperez LC, JFMMJTB, JJSDG PROJECT NO: 15-405PLT DATE: 07/28/16 ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1111/08/1702T-1.11. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OFCARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBADMUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHERADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THEENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHENNON-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 OMISSIONSDISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLYSUBMITTED TO THE CITY ENGINEER FOR APPROVAL.4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THECITY AND OTHER APPROPRIATE AGENCIES.5. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOTCONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE PUBLIC WORKS CONTRACT FORCONSTRUCTION OF SAID PLANS.6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OFTHE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEETOF THE PLANS AND TITLE SHEET.7. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON APPROVAL BY THECITY.8. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THEENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.9. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THEPROJECT SITE AT ALL TIMES DURING CONSTRUCTION.10. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES,SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILSREPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKINGDAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S)SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPONCOMPLETION OF THE FIELD TESTS.11. AFTER, OR UPON, NOTIFICATION OF CONTRACT AWARD, THE CITY ENGINEERING INSPECTORWILL SET THE TIME AND LOCATION FOR THE PRECONSTRUCTION MEETING. ATTENDANCEOF THE CONTRACTOR'S MANAGEMENT PERSONNEL RESPONSIBLE FOR THE MANAGEMENT,ADMINISTRATION, AND EXECUTION OF THE PROJECT IS MANDATORY FOR THE MEETING TOBE CONVENED. FAILURE OF THE CONTRACTOR TO HAVE THE CONTRACTOR'S RESPONSIBLEPROJECT PERSONNEL ATTEND THE PRECONSTRUCTION MEETING WILL BE GROUNDS FORDEFAULT BY CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR THECONTRACTOR'S ATTENDANCE AT THE MEETING. THE NOTICE TO PROCEED WILL ONLY BEISSUED ON OR AFTER THE COMPLETION OF THE PRECONSTRUCTION MEETING.12.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADEBY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THEINSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOUREQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWOFULL WORK DAYS LATER.13. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALLDESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANDSHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERALSAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING ADETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGNOF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKERPROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCHTRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BEPREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THECITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIESFROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETYORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BYA REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.15.IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURINGCONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILLNOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HASRECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.16. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMINGUP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVINGEQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADINGEQUIPMENT 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 BECONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THEENGINEERING DEPARTMENT COUNTER.)17.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONGTHE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE HAULING OR GRADINGOPERATION.18. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTINGPROGRAM AND BLASTING PERMIT.19. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THECONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES ORSTRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THEPLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TOPROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES ORSTRUCTURES NOT SHOWN.20. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEADOF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT ISFOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.24. THE CONTRACTOR WILL BE PROVIDED WITH ELECTRONIC TOPOGRAPHIC SURVEY ANDCONSTRUCTION PLANS FOR DEVELOPMENT OF A CERTIFIED HORIZONTAL CONTROL PLANTO BE PREPARED BY LAND SURVEYOR AND SUBMITTED TO THE RESIDENT ENGINEER FORREVIEW AND APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDECONSTRUCTION STAKING THROUGHOUT THE DURATION OF THE PROJECT IN COMPLIANCEWITH THE PLANS AND CERTIFIED HORIZONTAL CONTROL PLAN.25. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEASTTWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIESAND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.UNDERGROUND SERVICE ALERT (800)422-4133SDG&E (800)411-7343AT&T (800)892-0123TIME WARNER CABLE (760)438-7741COX COMMUNICATIONS (619)262-1122CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-272226. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETSCONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEDISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITYENGINEER.27. PARK WILL REMAIN OPEN TO THE PUBLIC DURING THE CONSTRUCTION FOR THIS PROJECT.ALL EQUIPMENT AND TOOLS SHALL NOT BE A NUISANCE OR HAZARD TO THE GENERALPUBLIC AND CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND THE AREA TOPROTECT THE SITE FROM OTHER ONGOING PARK OPERATIONS AND TO ENSURE THESAFETY AND PROTECTION OF THE PUBLIC. CONTRACTOR SHALL KEEP THE WORK SITEPICKED UP AND FREE OF LITTER, TOOLS, EQUIPMENT AND ALL OTHER CONSTRUCTIONRELATED MATERIALS. CONTRACTOR WILL ONLY BE ALLOWED TO STOCK PILE MATERIALS ONSITE IN FENCED DESIGNATED STAGING AREAS AS DIRECTED BY THE CITY ENGINEERINGINSPECTOR. CITY WILL NOT BE RESPONSIBLE FOR MATERIALS OR EQUIPMENTCONTRACTOR STOCKPILES OR LEAVES AT THE SITE UNATTENDED. EQUIPMENT LEFT ONTHE PROPERTY OVERNIGHT AND UNATTENDED SHALL BE THE SOLE RESPONSIBILITY OFTHE CONTRACTOR1. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TOCONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.2. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVEDWITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITHPROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGEDWITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.3. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORKSHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THEPROFESSIONAL LAND SURVEYORS ACT.STREET NOTESGENERAL NOTESSEWER NOTES1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION),VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FORGRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 - STANDARDDRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALLBE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITYENGINEER AND SUPERINTENDENT.3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHTOF WAY PERMIT SHALL BE REQUIRED.WATER NOTES1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED INACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATESTEDITION) VOLUMES 2 & 3.2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, APERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED ANDAPPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITYOPERATIONS' PUBLIC WORKS MANAGER.3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTIONDEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BEPROVIDED - TELEPHONE NO. (760) 438-3891.4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALLEXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENTOF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THEDISTRICT ENGINEER.5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BYMEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TESTREPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHERMANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OFPROTECTION.6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THEFIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BEDETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1"(UNLESS OTHERWISE NOTED ON PLANS).8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE ASMANUFACTURED BY ARMORCAST OR EQUAL.9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALSSHALL BE 10 FEET.10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACEGRADE.11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TOTHE "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 ACASE 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 WAYPERMIT SHALL BE REQUIRED.14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALLREMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THENECESSARY 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 PLACEWITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRETO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUSTBELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUNTRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXESFOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USEAN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATINGEQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATEDUSING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURINGINSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, ORDAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDEDCOPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATIONSPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER.POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRESWITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OFTHE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THECONTRACTOR'S EXPENSE.SIGNING AND STRIPING NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THECALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARDSPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS ANDTHE SPECIAL PROVISIONS.3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLICWORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BEAPPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIORTO ANY CHANGE IN THE FIELD.5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANSSPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIALPAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING(HIGH INTENSITY OR EQUAL).6. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BYTHE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TOINSTALLATION.7. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANDPAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BYTHE CONTRACTOR.8. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANSMETRIC STENCILS.9. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALLHAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.10. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANDPAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISESPECIFIED.11. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONALSTANDARD DRAWING M-19.12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, ASAMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAYBASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING ASTANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS.16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THECONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAKAVENUE.17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED ANDINSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWNAS EXISTING TO BE RELOCATED OR TO REMAIN.18. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BEINSTALLED 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"{'city of Carlsbad Parks & Recreation Department l J J "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I l-1-====t===⇒============================+===~~====l=====t====1 ~===~~PA~R~K~S~&::::::::::RE::::C::::R:=EA:::Tl::O::N:::::D:::::::E::::::P::::::AR=TM=EN=T::::::::...:::::==; TITLE SHEET FOR APPROVED BY:2fw v-J\,Jl;\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEl61909 EXP. 9/30/19 DAlE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL ~i Bi~~::::: I PROJECT NO. II DRAWING NO.I SYMBOLDESCRIPTIONCONCRETE PAVING TO BE REMOVED.CONCRETE PAVING TO REMAIN. PROTECT IN PLACE.TURF TO BE REMOVED.PLAYGROUND SURFACING / SAND / STRUCTURES TOBE REMOVED.TREE TO BE REMOVED.TREE TO REMAIN, PROTECT IN PLACE.CHAINLINK FENCE TO BE REMOVED.EXISTING IRRIGATION HEAD TO REMAIN, PROTECT INPLACE.CONCRETE MOW CURB TO BE REMOVED.LIGHT FIXTURE & POLE TO BE REMOVED.LIGHT FIXTURE & POLE TO REMAIN, PROTECT INPLACE.STORM DRAIN TO REMAIN.IRRIGATION LATERAL LINE TO REMAIN. PROTECT INPLACE.OUTLET TO REMAIN, PROTECT IN PLACE.INLET TO BE REMOVED.DRAIN INLET TO REMAIN, PROTECT IN PLACE. SEECIVIL ENGINEER`S PLANS FOR PROPOSEDMODIFICATIONS.PICNIC TABLE TO BE REMOVED AND RELOCATED PERPLANS AND SPECIFICATIONS.BENCH TO BE REMOVED, SALVAGED, AND RETURNEDTO OWNER PER PLANS AND SPECIFICATIONS.CHAINLINK FENCE TO REMAIN, PROTECT IN PLACE.MASONRY RETAINING WALL TO BE REMOVED.ALUMINUM RAILING TO REMAIN, PROTECT IN PLACE.PICNIC TABLE AND BARBEQUE TO REMAIN, PROTECTIN PLACE.TRASH RECEPTACLE TO REMAIN, PROTECT IN PLACE.TRASH RECEPTACLE TO BE REMOVED ANDRELOCATED PER PLANS AND SPECIFICATIONS.SAW CUT.BENCH TO REMAIN, PROTECT IN PLACE.PICNIC TABLE TO BE REMOVED, SALVAGED, ANDRETURNED TO OWNER PER PLANS ANDSPECIFICATIONS.IRRIGATION MAIN LINE TO BE REMOVED.IRRIGATION VALVE TO BE REMOVED.IRRIGATION HEAD TO BE REMOVED.D-01D-02D-03D-04D-05D-06D-07D-08D-09D-10D-11D-12D-13D-14D-15D-16D-17D-18D-19D-20D-21D-22D-23D-24D-25D-26D-27D-28D-29D-30XXXXXIRRIGATION LATERAL LINE TO BE REMOVED.CAP IRRIGATION LINE.EXISTING DRAINAGE IN PLAYGROUND TO REMAINPER CIVIL PLANS.COBBLE SWALE/ CHANNEL TO BE REMOVED.ELECTRICAL HANDHOLE, PROTECT IN PLACE.EXISTING WOOD RAIL FENCE TO REMAIN, PROTECT INPLACE.LIMIT OF TREE PROTECTION ZONE.EXISTING STORM DRAIN TO REMAIN, PROTECT INPLACE. SEE CIVIL ENGINEER`S PLANS FORPROPOSED MODIFICATIONSEXISTING DRAINAGE IN PLAYGROUND TO BEREMOVED PER CIVIL PLANS.APPROXIMATE LOCATION OF EXISTING CONDUIT TOREMAIN, PROTECT IN PLACE.EXISTING COMFORT STATION TO REMAIN, PROTECTIN PLACE.PICNIC TABLE TO REMAIN, PROTECT IN PLACEDRINKING FOUNTAIN TO BE REMOVED ANDSALVAGED.BLEACHERS TO REMAIN, PROTECT IN PLACERECYCLING RECEPTACLE TO REMAIN, PROTECT INPLACE.MOW CURB TO REMAIN, PROTECT IN PLACE.POTABLE WATER LINE TO BE CUT, CAPPED, ANDREMOVED IF PRESENT AND IN CONFLICT WITHPROPOSED IMPROVEMENTS. CONTRACTOR SHALLPOT HOLE AND VERIFY EXISTENCE AND LOCATIONPRIOR TO EXCAVATION OF BASIN AND REMOVAL OFEXISTING TREE.POTABLE WATER LINE TO REMAIN, PROTECT INPLACE. SEE CIVIL ENGINEERING SHEETS FORCONNECTION TO PROPOSED DRINKING FOUNTAIN.SIGN TO REMAIN, PROTECT IN PLACEMASONRY WALL TO BE REMOVED.CLEAR AND GRUB.SEWER LINE TO BE CUT, CAPPED, AND REMOVED.SEWER LINE TO REMAIN, PROTECT IN PLACE.ELECTRICAL LINE TO BE CUT, CAPPED, ANDREMOVED.IRRIGATION VALVE - SEE IRRIGATION PLANS FORDIRECTION.EXISTING HEDGE TO BE REMOVED.POTABLE WATER LINE TO BE ABANDONED IN PLACE.D-31D-32D-33D-34D-35D-36D-37D-38D-39D-40D-41D-42D-43D-44D-45D-46D-47D-48D-49D-50D-51D-52D-53D-54D-55D-56D-57SSWWESYMBOLDESCRIPTIONSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-DEMO.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/1703D-1.01.SUMMARY1.1. CLEAR AND GRUB THE PROJECT SITE PRIOR TO CONSTRUCTION, AS SPECIFIEDHEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER PREPARATION OF THE SITE.1.2. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN THE AREA OFWORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OFNEW WORK.2.QUALITY ASSURANCE2.1. USE ADEQUATE NUMBERS OF SKILLED WORKPEOPLE WHO ARE THOROUGHLYTRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELYFAMILIAR WITH THE SPECIFIC REQUIREMENTS AND THE METHODS NEEDED FORPROPER PERFORMANCE OF THE WORK OF THIS SECTION.2.2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETYMEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLETHEREFORE.3.PROJECT CONDITIONS3.1. TRAFFIC: CONDUCT SITE PREPARATION WORK TO ENSURE MINIMUM INTERFERENCEWITH EXISTING ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USEDFACILITIES. DO NOT CLOSE OR OBSTRUCT EXISTING STREETS, WALKS OR OTHEROCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVINGJURISDICTION. PROVIDE FOR APPROVAL A DETAILED TRAFFIC AND OR PEDESTRIANCONTROL PLAN PRIOR TO CLOSURE OR ENCROACHMENT INTO TRAFFIC LANES ORSIDEWALKS.3.2. COMPLETE THE CLEARING AND SITE PREPARATION WORK BEFORE STARTINGEARTHWORK. ERECT TEMPORARY BARRICADES, ENCLOSURES, AND PROTECTION OFADJACENT PROPERTY AND EXISTING WORK BEFORE STARTING SITE CLEARING WORK.3.3. INSPECT AND REVIEW THE PROJECT SITE TO DETERMINE EXISTING CONDITIONSWHICH AFFECT CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR TO LOCATE ALL SUBSTRUCTURES, WHETHER SHOWN HEREON ORNOT, AND PROTECT THEM FROM DAMAGE. THE EXPENSE OF REPAIR ORREPLACEMENT OF SAID SUBSTRUCTURES SHALL BE BORNE BY THE CONTRACTOR.ALL EXISTING IRRIGATION LATERALS, HEADS, AND MAINLINES DISTURBED WITHINCONSTRUCTION LIMIT LINES SHALL BE ADJUSTED TO NEW CONSTRUCTION. AFFECTEDIRRIGATION ZONES SHALL BE SHUT OFF WITHIN AREAS OF DISTURBANCE. ALLCONSTRUCTION IN THESE AREAS SHALL BE COMPLETED IN A TIMELY FASHION TOPREVENT EXISTING VEGETATION FROM STRESS, WILT, OR DYING.3.4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES ANDOTHER VEGETATION INDICATED TO REMAIN IN PLACE, AGAINST CUTTING, BREAKING,OR SKINNING OF ROOTS, SKINNING AND BRUISING OF BARK, SMOTHERING OF TREESBY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIPLINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TOREMAIN. GUARDS SHALL NOT BE INSTALLED INSIDE DRIPLINE OF EXISTING TREES.PROVIDE 2' ORANGE CONSTRUCTION FENCE AT DRIPLINE OF ALL TREES TO REMAINWITHIN CONSTRUCTION LIMITS.3.5. STOCKPILE, STAGING AND CONSTRUCTION AREAS SHALL BE FENCED WITH 6' HT.FENCING PER THE REQUIREMENTS FOR FENCING AT THE LIMIT OF WORK LINE SEESPECIFICATIONS.3.6. PARK WILL REMAIN OPEN TO THE PUBLIC DURING THE CONSTRUCTION FOR THISPROJECT. ALL EQUIPMENT AND TOOLS SHALL NOT BE A NUISANCE OR HAZARD TO THEGENERAL PUBLIC AND CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUNDTHE AREA TO PROTECT THE SITE FROM OTHER ONGOING PARK OPERATIONS AND TOENSURE THE SAFETY AND PROTECTION OF THE PUBLIC. CONTRACTOR SHALL KEEPTHE WORK SITE PICKED UP AND FREE OF LITTER, TOOLS, EQUIPMENT AND ALL OTHERCONSTRUCTION RELATED MATERIALS. CONTRACTOR WILL ONLY BE ALLOWED TOSTOCK PILE MATERIALS ON SITE IN FENCED DESIGNATED STAGING AREAS ASDIRECTED BY THE CITY ENGINEERING INSPECTOR. CITY WILL NOT BE RESPONSIBLEFOR MATERIALS OR EQUIPMENT CONTRACTOR STOCKPILES OR LEAVES AT THE SITEUNATTENDED. EQUIPMENT LEFT ON THE PROPERTY OVERNIGHT AND UNATTENDEDSHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.4.SITE CLEARING4.1. CLEAR THE PROJECT SITE OF EXISTING TURF, EXISTING CONCRETE PAVING, CURBAND GUTTER, AND MISCELLANEOUS DEBRIS WITHIN THE LIMITS OF WORK. DISPOSE OFMATERIALS FROM THE CLEARING OPERATION OFF-SITE TO A LEGAL DISPOSAL AREA.4.2. REMOVE EXISTING WORK AND ITEMS WHICH ARE REQUIRED TO BE REMOVED IN SUCHMANNER THAT MINIMUM DAMAGE AND DISTURBANCE IS CAUSED TO ADJACENT ANDCONNECTING WORK. CONTRACTOR SHALL REPAIR AT HIS/HER/ OWN EXPENSE ANYDAMAGES MADE TO EXISTING IMPROVEMENTS DURING MOBILIZATION, CONSTRUCTIONOR THE ESTABLISHMENT PERIOD.5.DISPOSITION OF MATERIALS5.1. REMOVE MATERIAL EXCEPT THOSE ITEMS INDICATED TO BE RE-USED TO A LEGALDISPOSAL AREA. SUBMIT WASTE MANAGEMENT PLAN ALONG WITH DISPOSAL/ TRUCKROUTE FOR APPROVAL.5.2. STOCKPILING OF REMOVED MATERIALS ON THE PROJECT SITE WILL NOT BEPERMITTED WITHOUT WRITTEN APPROVAL FROM THE RESIDENT ENGINEER6.NOISE ABATEMENT AND DUST PALLIATION6.1. NOISE ABATEMENT: LIMIT NOISE TO A REASONABLE LEVEL AS RELATED TO SPECIFICITEMS OF EQUIPMENT USED AND THEIR HOURS OF USE. THIS DOES NOT PRECLUDEUSE OF MECHANICAL EQUIPMENT, SUCH AS JACK HAMMERS, POWER DRIVENFASTENERS, OTHER APPROVED EQUIPMENT.6.2. DUST PALLIATION: DURING SITE CLEARING, KEEP DUST, DIRT, AND POLLEN FROMBLOWING OR SPREADING BY WATERING DOWN AT REGULAR INTERVALS.7.PROTECTION OF PERSONS AND PROPERTY7.1. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK,AND POST WARNING LIGHTS ON PROPERTY ADJACENT TO OR WITH PUBLIC ACCESS.7.2. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND ASOTHERWISE REQUIRED.7.3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIESFROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING,WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION.7.4. CONTRACTOR TO PROVIDE A SIX FOOT TEMPORARY CHAIN LINK CONSTRUCTIONFENCE, GATE, AND CONSTRUCTION SIGNS AROUND LIMIT OF WORK LINE DURINGCONSTRUCTION. LOCATION OF FENCING SHALL BE APPROVED BY THE RESIDENTENGINEER. STABILIZE TEMPORARY FENCE WITH SAND BAGS OR OTHER SUPPLIERAPPROVED METHOD. TEMPORARY FENCING AND GATE TO HAVE GREENPRIVACY/DUST CLOTH.8. UTILITIES8.1. COORDINATE WITH UTILITY COMPANIES AND AGENCIES AS REQUIRED. CONTRACTORWILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUNDFACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANSIF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTINGFACILITIES.8.2. WHERE UTILITY CUTTING, CAPPING, OR PLUGGING IS REQUIRED, PERFORM SUCHWORK IN ACCORDANCE WITH REQUIREMENTS OF THE UTILITY, COMPANY ORGOVERNMENTAL AGENCY HAVING JURISDICTION.8.3. BEFORE EXCAVATION, VERIFY THE LOCATION OF UNDERGROUND UTILITIES AT LEASTTWO WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL REQUESTMARK-OUT OF UNDERGROUND UTILITIES BY CALLING THE BELOW LISTED REGIONALNOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER:UNDERGROUND SERVICE ALERT (USA)...................(800) 422-4133CABLE TELEVISION: TIME WARNER CABLE.............(760) 931-7000GAS & ELECTRIC: SDG&E...........................................(800) 411-7343TELEPHONE: AT&T......................................................(858) 886-1906SEWER & WATER.........................................................(760) 602-2420CITY OF CARLSBAD.....................................................(760) 602-27198.4 CONTRACTOR SHALL PROVIDE A PRIVATE UTILITY LOCATOR TO MARK OUT ALLPRIVATE UTILITIES WITHIN THE PROJECT FOOTPRINT NOT IDENTIFIED BY (USA). ALLMARK-OUTS WITHIN THE PROJECT LIMITS MUST BE IDENTIFIED PRIOR TO START OFDEMOLITION AND EXCAVATION OPERATIONS.9.IRRIGATION REQUIREMENTS9.1 THE CONTRACTOR IS RESPONSIBLE TO HAND WATER OR PROVIDE TEMPORARYIRRIGATION EQUIPMENT TO IRRIGATE ALL AREAS WITHIN OR OUTSIDE THE PROJECTLIMITS AFFECTED BY DEMOLITION OF THE IRRIGATION SYSTEM INDICATED TO REMAIN.9.2 CONTRACTOR SHALL ABIDE BY THE CURRENT WATERING RESTRICTIONS IN FORCE ATTHE TIME OF CONSTRUCTION. COORDINATE WITH THE PARKS DEPARTMENT TODETERMINE DAYS AND FREQUENCY OF OPERATION ALLOWED AT THE PARKDEMOLITION NOTES:DEMOLITION SCHEDULE:CONTRACTOR REPAIR / REPLACE NOTE:UNLESS OTHERWISE NOTED; IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO REPAIR AND OR REPLACE ANYEXISTING IRRIGATION / PLANT MATERIAL NOTED TO BE"PROTECTED IN PLACE" AND DAMAGED DURING THE COURSEOF CONSTRUCTION. REPLACEMENT WILL REQUIRE EXACTMATCH OF DAMAGED COMPONENT / PLANT MATERIAL (IN SIZEAND KIND). LANDSCAPE ARCHITECT TO APPROVEREPLACEMENT (OR EQUIVALENT) PRIOR TO REINSTALLATION .ALL AREAS OUTSIDE OF CONSTRUCTION LIMIT OF WORK THATARE DISTURBED AS A RESULT OF CONSTRUCTION MUST BEREPAIRED TO ACCEPTABLE CONDITION AS DETERMINED BYOWNER.r.-+-~~-_, I I I ' - - -i I I r, ' - -_-J ..,__, ____ .J ~ I I E-I I ~ -½] I I I I ~---~~-_, ---I - - - --I I I --,_-_-_-_-J E3 -' I I "L _____ .J ' ---.'.,,---" ' x/ I I I I I I ' ' " ', I I ' I / I I ' I / 0 ' -' -' --' --,;-' ' I I ' ____ , ' / I I ' --------_,_,_,_ - - -0 I I I I I I • I I I I a I I I I -·-·-·-I I I I I I 0 I I I I I I I I I I I I ® I I g I I I I r::::::::I I I ---I I ------ ----I I ■■■■■ I I I I ---I I cQ I I I I 0 I I I I ffi I I ED I I -----I I - -I I ~ I I I I g I I ----I I 0 I I -----I I ~ I I c:==:~,~~:~=~) I I 0 I I I I fsHml CITY OF CARLSBAD I SHEETS I t----+--t----------------t----+-----t---+-----t l__J PARKS & RECREATION DEPARTMENT l-----+--1----------------1----+-----l---+----I DEMOIJTION LEGEND AND NOTES FOR: APPROVED BY:2,~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE I I I DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL ~iBi~:---1 PROJECT NO. IIDRAWING NO.I E5E6E7E4E3E1E2E9E8E7aD-01D-05D-03D-03D-01D-01D-06D-06D-07D-02D-04D-07D-39TYP.TYP.SALVAGE IRRIGATION HEAD BODY,NOZZLE TO BE REPLACED, SEEIRRIGATION SHEETS.D-3910" DIA.8" DIA.14" DIA.14" DIA.EXISTING CONCRETE AND LIGHTS SHALLREMAIN.CONTRACTOR SHALL PROTECT INPLACE. ANY DAMAGE CAUSED OUTSIDE THELIMITS OF WORK SHALL BE REPLACED IN KINDAT THE CONTRACTOR'S EXPENSE.D-40D-41D-19D-33D-18D-37D-10D-09D-09D-29D-10D-18D-17D-28D-32D-32D-37D-32D-30D-31D-11D-32D-32D-35D-20D-13D-27SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-DEMO.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXXXXXXXX X X X X XX X X X XXX X X XXXXXKEY MAPN.T.S.D-1.4D-1.1D-1.2D-1.304D-1.1LIMIT O F W O R K LIMIT OF WORK LIMIT OF WORK---1---3---1---1---•---1-■■■■■■■■■■■■■■■■■■ --~~~~@-D-25 I I I I I ----f-l ' \ <1 • i ■ ■ ■ i ■ I I I I I I I I I I I I I I b ' ', ' ' ' ', I I I I I I I I I I I I I I ' I I I I _/ f I • 1,~ ' I _ l~ --+ -, I I I I, I I I I I I I \\ i 1 1' , / , ,, , ' ' ' I I I I -~· ' ' ' I 1. 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' P.E. __ _ REVIEWED BY: INSPECTOR EXP.----DATE DATE 1-------if----+------------+--+--+---+-----I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT :===::..::::=========:....:::::=:::::; DEMOIJTION PLANS FOR: APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE DA 1E INITIAL DAlE INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL XXXXXXX X X X XXXXSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-DEMO.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/1708D-1.5LIMIT OF WORKLIMIT OF WORKLIM IT OF WORKLIMIT OF WORKHIDDEN VALLEY RDTURNSTONE RD0 25 50 1001" = 50'-0"SCALE :LIMIT OF CONSTRUCTIONLAYDOWN AREA WITHLOCKABLE GATE ACCESSCONSTRUCTION TRAFFICPATH OF TRAVELLIMIT OF WORK\ \ \ \ \ J/ r I I I \ \ \ \ \ \ \ ::; AA !'<ONATIJ<I' 2-31-17 \ \ \ \ \ ' / I I L ' -L,:-__ ', \.'-,'-', '\ ·----__J u I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I ' I I I I I I DA 1E INITIAL ENGINEER OF WORK . -1..:•~ .-.... 'I/.. ···•,'//'' ;"'!------I \ I -==~--~~~--~c~~;,~<;~~:fl1~;.~f1:I:/,~ :----( :) /r~= 7 l 1 I,..,, I I I I \ i' I ·1 \ I 11 I i, '\, I \ I 1· 11;;\•1\1,I ;·-./: 7 t~; -1\. 11 \ Ir \ ! : t i i :l· II Ill I~ \\c:'~~~ I ] 111'/11 ·' .. . _ 1/, Js , ~,----~ /--~-~t1 l I 11 l I II I / I I I I l I ! / )! ! //1/r I f L -----(If J -_ --~\_) () c1 __ ... ,•' -' : II Cl u Cl ~) I J cJ C C '. ! · .••• , • • _::; -::, __ () __ l-;, ··"···co . .. -, --------8 --~--*~"===-~ ~--------7 I I I I I \ \\\ L I ,{'" ~",,"'-\ : j --~· .. ~ .,: ;F: I i ·~::I I I I I I ------_.-7 ~ [-_-_-_ 11---; <If~ / DAlE INITIAL REVISION DESCRIPTION OlHER APPROVAL DA 1E INITIAL CITY APPROVAL I I I I I I I i, I I I 1 I I I I I Y OF CARLSBAD I SHEET I CIT RECREATION DEPARTMENT PARKS & FOR: STAGING AREA PLAN CONSTRUCTION I SHEETS I JOHN EDWARD MAASHOFF APPROVED BY:2,~V\ DAlE 1909 EXP 9 JO 19 PUBLIC WORKS MANAGER PE . 0 II DRAWING NO.I I PROJECT N · DWN BY: CHKD BY: __ RVWD BY: 507-9A4605KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:18pm, Drawing Title: 1440-001gr-c1.0ts.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 9C1.0GRADING 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 ENG/NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT 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 OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. 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. 8. 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 TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 12. 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 THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED 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 SPECIF/CATIONS AND THE " EARTHWORK SPECIFICATIONS " A TT ACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A {'RECONSTRUCTION MEETING SHALL Bf HE;LD AT THE S17E PRIOR TO THE RFGINNING Of WORK ANQ SHAii RE ATTFNQW RY All RFPRfSfNTATIVf5 RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS Of THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION 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 ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Alt fN$PfCDON RfQlJESTS OTHER THAN FOR PRfCONSTRl/CDON MEETING Witt RE MADE BY CAL IING THE FNGINITRING 24-HOIIR fNSPfCTIDN RFQIIFST /INF AT (760) 438-3891 INSPFCDON REQUEST MUST Bf RFCftVfO PRIOR TO z· oo PM ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: DD P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. 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. 17. 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 SLOPING 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 JNSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 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. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. 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 LIM/TEO 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.) 21. 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. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA TJON. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. 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. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. s CH M I D T D E SI G N G ROUP, I NC. BA LAN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, 9Jite s:JO, S:rl Diego, CA 92101 telephone j619! 2J54462 facsimile {619! 2J5-Bt32 www.schmidtdesign.com Lie. CA 21J3, NV 219, AZ 341Jl 26. 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. 27. ALL SLOPES SHALL BE /RR/GA TED, 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. 28. 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. 491-4 AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. 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. 30. 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. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CIENTL 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. 32. 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 (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 "CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 33. 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 FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING 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 OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BU/LT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. 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. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "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 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FUSCO£ ENGINEERING ADDRESS: 6390 GREENWICH DRIVE. SUITE 170 CITY. STA TE: SAN DIEGO. CALIFORNIA. 92122 TELEPHONE: (858) 554-1500 BY: ----~(=K=EN~K=oz=L~IK~)-------DATE: ______ _ R.C.E. N0.:~71~8~83 ____________ _ REGISTRA T/ON EXP/RATION DA TE: _1=2~-=3~1-~2=0~17 ____ _ SOILS ENGINEER'S CERTIFICATE I, SUSANA KEMMERRER, A REGISTERED GEO TECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF AUGUST 11, 2015 AND AUGUST 12, 2015 . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY RECOMMENDATIONS, HAS BEEN su..MITTED TO THE OFFICE OF THE CITY ENG I NEER. SIGNED: G.E.NO.: ....c2cc2cc8.c.7 ____________ _ DATE: LICENSE EXP/RATION DA TE: =--. .. •• ,, ·m,~ FUSCOE E N G I N E E R I N G SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURVEY __ METHODS FROM INFORMATION GATHERED ON~A~U~G=U~S~T=3~RD ____ _ 20~ BY FUSCO£ ENGINEERING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 214-140-13 214-140-39 214-300-09 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 33.1160" £~11~7-=3=09=6~·-----------EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVEN DIDIER, MUNICIPAL PROJECTS MANAGER (760) 602-7539 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO AD6RESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION 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 A 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 HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 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 PREC/P/TA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE CONTRACTOR SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. b. C. d. e. CONWED 100% WOOD FIBER MULCH ECOLOGY CONTROLS M-BINDER AM-12 MYCORPHIZAL INOCULUM 18-18-18 FERTILIZER CALIFORNIA NATIVE SEED MIX -AVAILABLE THROUGH S&s SEEDS APPL/CATION RA TE 2000 LBS/ACRE 150 LBS/ACRE 60 LBS/ACRE 200 LBS/ACRE PER S&S SEEDS D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: 2. ,. ' ·1 a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. ·-·-·-·-... 0 ....... , .. "'i===;....;:~ : \1; /:tH £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. MITIGATION MEASURES 1. CONSTRUCTION-RELATED NOISE. CONSTRUCTION NOISE CREA TED DURING THE GENERAL BREEDING SEASON (JANUARY 15 TO SEPTEMBER 15) THAT COULD AFFECT THE BREEDING OF THE COASTAL CALIFORNIA GNA TCA TCHER, MIGRATORY SONGBIRDS, AND OTHER BIRD SPECIES ASSOC/A TED WITH ADJACENT UNDEVELOPED AREAS SHALL BE A VOIDED. NO LOUD CONSTRUCTION NOISE (EXCEEDING 60DBA HOURLY A VERA GE, ADJUSTED FOR AMBIENT NOISE LEVELS, AT THE NESTING SITE) MAY TAKE PLACE WITHIN 50D FEET OF ACTIVE NESTING SITES DURING THE GENERAL BREEDING SEASON (JANUARY 15 THROUGH SEPTEMBER 15). IF IT IS CONFIRMED THAT THE PROJECT COULD RESULT IN CONSTRUCTION-RELATED NOISE IMPACTS TO BREEDING BIRDS DURING THE GENERAL BREEDING SEASON, THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO MONITOR THE CONSTRUCTION OPERATIONS. THE BIOLOGICAL MONITOR SHALL BE PRESENT TO MONITOR CONSTRUCT/ON ACTIVITIES THAT OCCUR ADJACENT TO THE UNDEVELOPED OPEN SPACE POTENT/ALLY SUPPORTING BREEDING BIRDS. THE MONITOR SHALL VERIFY THAT CONSTRUCTION NOISE LEVELS DO NOT EXCEED 60DBA HOURLY AVERAGE AND SHALL HAVE THE ABILITY TO HALT CONSTRUCTION WORK, IF NECESSARY. AND CONFER WITH THE CITY. USFWS, AND CDFG TO ENSURE THE PROPER /MPLEMENTA TION OF ADDITIONAL PROTECTION MEASURES DURING CONSTRUCTION. THE BIOLOGIST SHALL REPORT ANY VIOLATION TO THE USFWS AND/OR CDFG WITHIN 24 HOURS OF ITS OCCURRENCE. CONTRACTOR IS ENCOURAGED TO COMPLETE ALL GRADING ACTIVITIES OUTSIDE OF THE GENERAL BREEDING SEASON. ALL COSTS ASSOC/A TED WITH IMPLEMENTA TJON OF NOISE PROTECTION MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ORANGE CONSTRUCTION FENCING. THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO SUPERVISE THE INSTALLATION OF TEMPORARY ORANGE CONSTRUCT/ON FENCING, WHICH CLEARLY DELINEATES THE EDGE OF THE APPROVED LIMITS OF GRADING AND CLEARING, AND THE EDGES OF ENVIRONMENTALLY SENSITIVE AREAS THAT OCCUR BEYOND THE APPROVED LIMITS. THIS FENCING SHALL BE INSTALLED BY THE CONSTRUCTION CONTRACTOR PRIOR TO CONSTRUCTION, AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. FENCING SHALL BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE A VOIDED. IF WORK OCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT, ALL WORK SHALL CEASE UNTIL THE PROBLEM HAS BEEN REMEDIED AND MIT/GA TION IDENTIFIED. TEMPORARY ORANGE FENCING SHALL BE REMOVED UPON COMPLETION OF CONSTRUCTION OF THE PROJECT. IMPLEMENTATION OF THIS MEASURE SHALL BE VERIFIED BY THE CITY ENGINEER PRIOR TO AND CONCURRENT WITH CONSTRUCT/ON. 3. CONSTRUCTION STAGING AREAS. THE CONSTRUCTION CONTRACTOR SHALL DESIGN FINAL PROJECT CONSTRUCTION STAGING AREAS SUCH THAT NO STAGING AREAS SHALL BE LOCATED WITHIN SENSITIVE HABITAT AREAS. THE CONSTRUCTION CONTRACTOR SHALL RECEIVE APPROVAL BY THE PARKS & RECREATION DEPARTMENT & ENGINEERING DIVISION PRIOR TO MOB/LIZA TIONS AND STAGING OF EQUIPMENT OUTSIDE OF THE PROJECT BOUNDARIES. 4. CONTRACTOR TRAINING. THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO ATTEND PRE-CONSTRUCTION MEETINGS TO INFORM CONSTRUCT/ON CREWS OF THE SENSITIVE RESOURCES AND ASSOC/A TED AVOIDANCE AND /OR MINIMIZA TJON REQUIREMENTS. LEGEND l'ISeklP'l'ION LIMIT OF WORK 6" CURB EXISTING SEWER MAIN EXISTING SEWER ACCESS HOLE WATER MAIN WATER METER PVC STORM DRAIN TYPE 'F' CATCH BASIN STRAIGHT HEADWALL DIRECTION OF FLOW EXISTING CONTOUR PROPOSED CONTOUR DA YL/GHT LINE PROJECT BOUNDARY RETAINING WALL BIOFIL TRA TION BASIN SYllBOL -------ss-----sso-----w-----..,_-® ---SD--liQil ---11-----_,._ --PERMEABLE PAVEMENT PER LANDSCAPE PLANS SILT FENCE STABILIZED CONSTRUCT/ON ENTRANCE SOIL STAB/LIZA TION GRAVEL BAG BERM STORM DRAIN INLET PROTECTION INDEX OF SHEETS TITLE SHEET GRADING & UTILITIES -DETAILS GRADING & UTILITIES -TOT LOT GRADING & UTILITIES -WALKWAY GRADING & UTILITIES -ARENA GRADING & UTILITIES -PICKLEBALL EROSION CONTROL -TOT LOT EROSION CONTROL -WALKWAY EROSION CONTROL -ARENA EROSION CONTROL -PICKLEBALL LEGAL DESCRIPTION PROJECT ADDRESS 6600 HIDDEN VALLEY ROAD CARLSBAD, CA 92011 -x--x--x--0 C1.0 SHEET 9 Cl. 1 SHEET 10 C/.2 SHEET 11 C1.3 SHEET 12 C1.4 SHEET 13 C/.5 SHEET 14 C2. 1 SHEET 15 C2.2 SHEET 16 C2. 3 SHEET 17 C2. 4 SHEET 18 GEOTECHNICAL NOTES IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEO TECHNICAL REPORT, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: 1. OVER-EXCAVATION IS TO EXTEND AT LEAST 2 FEET BELOW THE BOTTOM OF RETAINING WALL FOOTINGS 2. FOOTINGS FOR THE PROPOSED RETAINING WALLS ARE TO EXTEND AT LEAST 1 ~ FEET BELOW THE LOWEST ADJACENT FINAL GRADE 3. FOUNDATIONS FOR THE PROPOSED SHADE STRUCTURE(S) SHOULD EXTEND AT LEAST 3 FEET BELOW THE FINAL GRADE 4. A MINIMUM OVER-EXCAVATION OF 2 FEET IS TO BE PROVIDED BENEATH THE PROPOSED SOCCER ARENA AND 1 FOOT BENEATH PAVED AND/OR HARDSCAPED AREAS AND PLAYGROUND SURFACING. THE OVER-EXCAVATION AND REPLACEMENT JS TO EXTEND A MINIMUM OF 5 FEET BEYOND THE PROPOSED FOOTINGS AND 2 FEET BEYOND THE EDGE OF HARDSCAPE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS 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. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY K2 ENGINEERING, INC. DA TED NOVEMBER 20, 2015 6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCO£ ENGINEERING, INC. DA TED DECEMBER 2015 SWPPP: SW 16-06 WDID NO. 9 37C377137 8. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY FUSCO£ ENGINEERING, INC. DA TED NOVEMBER 2017 SWQMP NO. ___ _ 9. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. SITE VICINITY CITY OF OCEANSIDE HIGHWAY 7B PACIFIC OCEAN MAP CITY OF ENCINITAS DEVELOPER CITY OF VISTA NAME: CITY OF CARLSBAD PARKS AND RECREATION DEPARTMENT ADDRESS: 799 PINE A VE.. SUITE 200. CARLSBAD. CA 92008 PHONE NO.: (760) 434-2826 REFERENCE DRAWINGS DWG 331-3 EARTHWORK QUANTITIES CUT: 242 CY FILL: 2 853 CY IMPORT: ~43=9 ___ cy IMPORT: 2 172 CY FROM PROJECT NO. 4604 REMEDIAL: 0 CY BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCHMARK CLSB 050 LOCATION: A STANDARD M-10 STREET MONUMENT. STAMPED "RC£ 27732", IN THE CENTER OF THE CUL-DE-SAC AT THE NORTH END OF CARNATION DRIVE. RECORDED: RECORD OF SURVEY NO. 17271 ELEVATION: 163.405' (NGVD 29) DA TUM: NGVD 29 fSHEul CITY OF CARLSBAD I SHEETS I t----t-----+-----------------+---+----+----+-----t L_j PARKS & RECREATION DEPARTMENT 1----1----+----------------+---+---+---+-----I DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING AND UTILlTY PLANS FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DA TE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: 507-9A46056390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:19pm, Drawing Title: 1440-001gr-c1.1dt.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 10C1.1*INDICATES STRUCTURALENGINEER REVIEW ANDAPPROVAL****156.00FS 156.00TW PROPOSED GRADE PROPOSED TOT LOT SURFACE -156.00 FS 153.69IE-4" PVC CUSHION LA YER (DEPTH PER EQUIPMENT FALL HEIGHT) PER DETAIL 4 ON SHEET LC-2.2 97.27' 10.09' ~----+------------c,.L----------------+-------------=--'='------------'156.00TW/FS----------------------------------<----------a L L m c., -I I i -11=-.-.-. -TTT m I • . -1 I 1=111 ti~ SG ELEVATION & ~ PER PLAN 8-INCH MIN PERMEABLE (il g CLASS 2 BASE AT 1.0% f;l~ ~S= I I i-i SG ELEVATION PER PLAN IE PER PLAN 4 • PERFORATED PVC 10" FOOTING CAST IN PLACE CONCRETE 7.00' 12 FOOTING .. ·•· '•• ......... _ . FOOTING SIZE DIFFERENT/A TION LINE 26.00' . . 42.00' 20" FOOTING 12" FOOTING 32.50' PROPOSED STAIRS PER SORSD M-24, M-25 AND M-26 SIDEWALK ~ V) ~~ A TOT LOT SECTION E TYPE 2 -8" POUR-IN-PLACE CONCRETE WALL (TOT LOT) 12.20' 144.64FS • h ·••·., "'.· ~ ·•. ,: . .• • :, -. L . .. . . . . . WOT TO SCALE ROPOSED LIGHT POST /ROD PER LS PLANS 16.45' 146.95TW 144.66FS .. . .. 30.34' 145.46FS PROPOSED SIDEWALK 20" FOOTING 147.25TW PROPOSED GRADE 17.39' 12" FOOTING 15.70' 146.30FS 1-lJTTOSCALE SEE LANDSCAPE CCNSTRUCTl(1-I FUNS !LC-1.0 TO LC-1.3! FCI? WALL MATERIALS A/'IJ FINISH PERVIOUS CONCRETE PAVEMENT PER DETAIL 1 ON SHEET LC-2. 0 10.00' ~ §; 2: 1 UNLESS OTHERWISE >-NOTED i3 i;j ::t: F ARENA PAVEMENT DETAIL G WO SCALE B SOLID GRATE, 146.00 TG REMOVEABLE THREADED END CAP WITH DRILLED TYPE 3 -6" POUR-IN-PLACE CONCRETE WALL 1-lJT TO SCALE SEE LANDSCAPE CO/STRUCT/0/ PLANS a.C-1.0 TO LC-1.3! FCI? WALL MATERIALS A/'IJ FINISH 18"x18" PRECAST CATCH BASIN == I == 11==111 :tt+=::z1 -_-3:1 UN 111-1 OTHERWIS 11 ITT NOTE WIDTH VARIES PER PLAN 10-INCH PONDING DEPTH (TYP.) 3: 1 UNLESS OTHERWISE NOTED 0.5" ORIFICE AT 144.28 IE_;).F~= : 1 UNLESS -lill-1 I THERWISE -;:t!:±F,:::;:_18-INCH THICK LAYER OF B/OFIL mA TION SOIL MIX (BSM) PER Cl TY OF CARLSBAD BMP DESIGN MANUAL 144.00 IE C MATCH EXISTING GRADE D -4" PVC 4-INCH THICK LA YER OF "BIRDSEYE" WASHED PEA GRAVEL -CHOKER STONE LAYER BIOFIL TRATION WITH PARTIAL RETENTION WOT TO SCALE X 6" CURB EXISTING FENCE~ 4" CONCRETE WALKWAY I ---::::,., 1ol~ (2) #4 AT TOP~ ---_1~ fc=3000PSI CONCRETE (V) ALT DIRECTION OF BAR IN FOO TING (H) CLR TW 8 #4 @ 16" O.C. WHEN B>4'-0" PROVIDE TWO COATS WATERPROOF MASTIC WITH DRAIN MAT PROTECTION j: BOARD I:: WALL TYPE 1 -CENTER WALL 1-lJT TO SCALE SEE LAMJSCAPE C(1-ISTRUCTKJI/ PLANS <LC-1.0 TO LC-1.3! FCI? WALL MATERIALS A/'IJ FINISH WIDTH VARIES PER PLAN 430 SF @ BOT BASIN PER PLAN <'. c., ~ ;a;; C, ' <'. oa -a.. BOT BASIN 176.75 I I TOP BASIN 177, 75 ~ 3:1 -,1 1111 I I I I II 3: 1 15" THICK LA YER OPEN GRADED GRAVEL, #57 STONE, 40% VOIDS EXISTING GRADE #4 REBAR@ 24" SPACING EXISTING ' IO 2-#4 REBAR ' OJ f!:' ~ ~ t'§ ti\ c., <( A INRL TRA TION BASIN MOW CURB a DEEPENED EDGE 18-24 INCH THICK LAYER OPEN GRADED SUB-BASE COURSE, #57 STONE, 40% VOIDS D WALKWAY DETAIL WOT TO SCALE s CH M I D T O E SI G N G ROUP, I NC. BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Six1h Avenue, SJite !>JO, Sm Diego, CA 92101 telephone !619! ~2 facsimile !619! 233-8792 www.sd1midtdesig,.com Lic.CA21J3,NV219, AZ34Ul =-. .. •• ,, -m,~ FUSCOE E N G I N E E R I N G 0 08/17 11111 I I I I II 111= 11 - --~;:;tjti\=i~l-~18-INCH THICK LA YER OF BIOFIL ffiATION SOIL MIX (BSM) PER CITY OF CARLSBAD BMP DESIGN MANUAL 4-INCH THICK LA YER OF --111-r "BIRDSEYE" WASHED PEA _I I 1-1 '· GRAVEL -CHOKER STONE , , LAYER • 172.79 IE -172.97 IE L BIOFIL TRA TION W /0 LINER WOT TO SCALE 2: 1 MAX SLOPE PER PLAN 125. BO TOP OF GRATE 12" PVC 127.78TW PROPOSED WALKWAY SURFACE 2.62' (127.53FS) 20.47' 129.50TW . ·.• . .•, ... •.; .• .: . . . . ... ; ·,.;-. .. . ;::c,. 12.30' Z ' EXISTING GRADE 129.90EG ..... •-.-.: i .-· : .. . .-12" FOOTING 15.28' 130.40TW ... 16.00' '·: .. •--· • ... ·-. -·:• .. ·-·•-· H TYPE 3 -8" POUR-IN-PLACE CONCRETE WALL (EAST SIDE OF ARENA) 1-lJT TO SCALE 121.BOIE SEE LANDSCAPE Ga/STRUCTl(1-I PLANS <LC-1.0 TO LC-1.3! FCI? WALL MATERIALS A/'IJ FINISH CATCH BASIN SUBDRAIN -ARENA WOT TO SCALE (2) #4 AT TOP_..T -fc=3000PSI-~~ CONCRETE WHERE OCCURS (H) (V) CLR TW >-::t: PROVIDE TWO GOA TS WATERPROOF MASTIC WITH DRAIN MAT PROTECTION BOARD #4 @ 16" O.C. WHEN B>4'-0" ~ 1ol~ (2) #4 AT TOP~ -,.........,....-1~ fc=3000PSI CONCRETE (V) #4 @ 16" O.C. WHEN B>4'-0" 2· CLR TW >-::t: ~--!----PROVIDE TWO COATS WATERPROOF MASTIC WITH DRAIN MAT PROTECTION BOARD #4 @ 12· O.C. CONT ~------8---~--+--<~ 3" CLR TYP #4 @ 12· J; = f:::.--==~.fl~F====t-=-~ O.C. CONT ~ PROVIDE CENTERED KEY J WALL TYPE 2 -HEEL ONLY WALL 1-lJT TO SCALE SEE LANDSCAPE CCNSTRUCT/0/ PLAN$ a.C-1.0 TO LC-1.3! RR WALL MATERIALS A/'IJ FINISH GEOGRID INSIDE AND ABOVE FABRIC 12-18 INCH MODULAR STORAGE SYSTEM PER -RAINSTORE3 OR SIMILAR, I 94% VOID SPACE !_ 8 OZ/YD GEOTEXTILE FABRIC (ENCASES RAINSTORE3) GEOGRID BELOW FABRIC WIDTH VARIES PER PLAN 850 SF @ BOT BASIN TOP GRATE 177.58 176.75 FS BOT BASIN 51 <( ' a "' E8 uJ 8: 177.75 FS TOP BASIN -J: 1 l~;;:ld:trr~-18-INCH THICK LAYER OF BIOFIL ffiA TION SOIL MIX (BSM) PER CITY OF CARLSBAD BMP DESIGN MANUAL 'm'l===t+-l="Ci-1=~4-INCH THICK LA YER OF 173.40 IE -173,84 IE "BIRDSEYE" WASHED PEA RAVEL -CHOKER STONE AYER M BIOFIL TRA TION + CISTERN WOT TO SCALE K WALL MAX HEIGHT TYPE (HT) 1 2'-9" 1 4'-0" 1 6'-o" 2 2'-9" 2 4'-0" 2 6'-0" 3 2'-9" 3 4'-o" 3 6'-0" WALL TYPE3 1-lJT TO SCALE WHEN H > 4'-0" #5 @ 12• O.C. STD HOOK INTO FOO TING WHEN KEY REQUIRED TOE ONLY WALL SEE LANDSCAPE cavSTRUCT/0/ PLANS /LC-1.0 TO LC-1.3) FCI? WALL MATERIALS AND FINISH STRUCTURAL DETAILS FOOTING FOOTING MIN VERTICAL HORIZONTAL THICKNESS THICKNESS REINFORCING REINFORCING WIDTH (B) (TF) (TW)1 (V) (H) 2'-0" 12" 6" #4 @ 18" o.c. #4 @ 18" o.c. 3'-0" 12" 6" #4 @ 16" o.c. #4 @ 16" o.c. 6'-o" 20" 8" #5 @ 16" o.c. #4 @ 12" o.c. 2'-0" 12" 6" #4 @ 18" O.C. #4 @ 18" O.C. 3'-3" 12" 6" #4 @ 16" o.c. #4 @ 16" o.c. 6'-6" 20" 8" #5 @ 16" o.c. #4 @ 12" o.c. 2'-6" 12" 6" #4 @ 18" o.c. #4 @ 18" o.c. 5'-o" 20" 6" #4 @ 16" O.C. #4 @ 16" O.C. 5'-8" 20" 8" #5 @ 16" o.c. #4 @ 12" o.c. 1 USE 8" THICK FOR CMU WALLS, TYPICAL I SHEET I CITY OF CARLSBAD I SHEETS I >----+----1------------------+----,>-----1----1---c1 PARKS & RECREATION DEPARTMENT >----+----1------------------+----,>-----l----l---cl DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DETAILS PLAN FOR: APPROVED BY: d'-J\,-.\, ... A/~ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: 11C1.2507-9A46055 10 201" = 10'-0"SCALE :0KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:19pm, Drawing Title: 1440-001gr-c1.2pg.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 1 --3---3---3-14 4" PVC DEEPENED EDGE W/ 6" CURB 148.98FS 148.9!s \ 1.5 ■.., '----p_s_\____,,.f '~ 0 0 330 SF ' µ1c:,4""---"'-"-'----l,L..,, i-----~ -ss MATCH EX. ----------I SEE SHEET C1.2 s CH M I D T O E SI G N G ROUP, I NC. BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Six1h Avenue, SJite !>JO, Sm Diego, CA 92101 telephone !619! 23>4462 facsimile !619! 233-8792 www.sd1midtdesig,.com Lic.CA21J3,NV219, AZ34Ul 152 I \GB I 146.61 FS GB 08/17 I .., I .. APPROXIMATE LOCATION OF EXISTING ELECTRICAL CONDUIT. CONTRACTOR . TO VERIFY -=-Ill::-,.-156.00FS ':i EXISTING STD~~ DRAIN BOX. INSTALL SOLID GRATE AT NEW SUBGRADE ELEVATION ., I I 154.96SG -w EXISTING STORM DRAIN TO REMAIN II/ ., I I I I I I / ,:4' (I I 156.00FS I J / / I / ----/ :"" .... ,, -m,~ FUSCOE E N G I N E E R I N G 0 \1/ \1/ I I 156.00 / 152.00FG 13 ' 151.0~~ \ -----/ ------.. ~ ~----------153.88BP-W (151.75TP-SS) -I / / ,,,,t 157.83FS ~/ / 28 ffe ,,,✓if? / / / I ~ 154.52SG \.Y ,, I / 156.00FS , 154.22SG d / / / / " CONSTRUCTION NOTES: (D CURTAIN WALL PER SDRSD D-38 DEEPENED EDGE PER DETAIL D PART B ON SHEET C1 .1 r-----'----L--__[_ __ __j_ __ _j__ __ @ ------------------------------v-__ ,,, __ V---v-@ © GRADED SWALE @ 1.0% W/ 2:1 MAX SIDE SLOPES SIDEWALK UNDERDRAIN PER SDRSD D-27 ,---------+--------r<:C:::::::= __ @ REMOVE WATER LINE TO NORTH. PLUG I AND CAP. ® TYPE A-4 CLEAN OUT PER SDRSD D-9 12"x12" CATCH BASIN WITH PEDESTRIAN RATED GRATE 24"x24" PRECAST CATCH BASIN "~l.58...Q.3.ES) t---"----ll / / / / 154.70SG -----\ = -~= @ 6" CURB PER SDRSD G-1 .. __ @ / ---I I I I ~ @ 6" AREA DRAIN WITH ATRIUM GRATE 0]) CONCRETE C-9 @ CONCRETE D-62 RETAINING CURB PER SDRSD PIPE COLLAR PER SDRSD @ RETAINING WALL SEE DETAILS I, J & K ON SHEET C 1 .1 FOR WALL TYPES ~ DRINKING FOUNTAIN PER DETAIL 1 ON ,,. SHEET LC-2.3 0--.. @ DEEPENED CURB PER ARENA I "\ CONTRACTOR REQUIREMENTS I I I I I I @ INSTALL RAINBIRD 44 LRC QUICK-COUPLER PER DETAIL 4 ON SHEET Ll-2.0 WATER LINE #/CURVE # RADIUS C1 41.35' L1 -L2 -L3 -L4 -Q]) BIOFILTRATION BASIN PER DETAIL C ON SHEET C1 .1 @ CONNECT PROPOSED 6" SD TO PROPOSED 8" SD @) CONCRETE STEPS WITH PEDESTRIAN PROTECTIVE RAILING PER SDRSD M-24, M-25 AND M-26 @ ROUTE WATER LINE OVER EXISTING ELECTRICAL CONDUIT WITH 6" MIN SEPARATION WITH SAND CUSHION. PROVIDE CONCRETE ENCASEMENT IF COVER ON WATERLINE IS LESS THAN 12". MAINTAIN MIN 6" TOPSOIL OVER ENCASEMENT ®) 18" CONCRETE SEAT WALL PER DETAIL 5 ON SHEET LC-2.2 @ 6" PVC CLEANOUT PER SDRSD SC-01 @ CONNECT TO EXISTING 2" WATERLINE W/ 2"PVC TEE (8} 4" PVC CLEANOUT PER SDRSD SC-01 @ @ NEW LANDING TO MATCH EXISTING GRADE EXTEND 4" PVC THROUGH FACE OF RETAINING WALL AND INSTALL WATTS RD-940 DOWNSPOUT NOZZLE @ INSTALL 1" BACKFLOW PREVENTER IN STAINLESS STEEL ENCLOSURE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-20 @ 8" THICKENED CURB @) CONNECT TO EXISTING WATERLINE. ABANDON WATERLINE TO THE SOUTH @ 24"x24" PRECAST CATCH BASIN PER DETAIL G ON SHEET C1 .1 ® @ STUB FOR CONNECTION TO PERFORATED SUBDRAIN PER LANDSCAPE PLANS MAINTAIN 12" MIN SEPARATION BETWEEN ELECTRICAL CONDUITS AND PROPOSED WATER LINE @) PROTECT TREE WHEN HAND DIGGING WITHIN TREE ROOT ZONE/CANOPY, TYPICAL LINE DATA (CL-150) LENGTH BEARING/,'> REMARKS 87.04' 120·35'25" 1.5" PVC 13.03' N86" 45 '39 "E 1.5" PVC 37.24' N41'45'39"E 1.5" PVC 45.19' N00'39'54"E 1.5" PVC 74.89' S89"27'26"E 1.5" PVC I STORM DRAIN DATA 6" RISERS ~ er: 0 z LINE #/CURVE # RADIUS LENGTH BEARING/,'> REMARKS C1 34.00' 59.44' 100·09•35" 4" PERFORATED C2 14.80' 28.10' 108"48'59" 4" PERFORATED C3 37.04' 35.51' 54·55'19" 4" PERFORATED C4 37.04' 32.97' 51•00·22" 4" PERFORATED L1 -1 .17' N29"22' 45"E 4" PVC L2 -14.00' S12'09' 49"W 6" PVC L3 -62.48' N57' 12'07"E 6" PVC L38 -3.01' S89"27'26"E 4" PVC L39 -43.72' N00"32'34"E 4" PVC L40 -34.33' N88'33' 17"E 4" PERFORATED I fsHrri7 CITY OF CARLSBAD I SHEETS I >----1-----+-----------------+----+----+---+------1 L_j PARKS & RECREATION DEPARTMENT >----1-----+-----------------+----+----+---+------I DATE INITIAL OATE INITIAL OA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING AND UTIIJTY PLANS FOR: APPROVED BY: d'--~ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. 12C1.3507-9A46050 10 20 401" = 20'-0"SCALE :KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:19pm, Drawing Title: 1440-001gr-c1.3pg.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 SEE SHEET C1.4 ~~; /"r I I I I .. I I I I I I i,~ " I f I I I ----------=------,, I I I \---.... \ \ I I I I I I I ' \ s CH M I D T O E SI G N G ROUP, I NC. BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Six1h Avenue, SJite !>JO, Sm Diego, CA 92101 telephone !619! 23>4462 facsimile !619! 233-8792 www.sd1midtdesig,.com Lic.CA21J3,NV219, AZ34Ul ,\ I \ / --/ \ I \ ,,, \ \ \ \ \ 'C, \ I ~ I ---------0 ---=-.... ,, -m,~ FUSCOE E N G I N E E R I N G 0 08/17 EX. 18" CMP STORM DRAIN TO REMAIN ( 141 .98 FL) \\\ EX. HEADWALL TO REMAIN (142.04 FL) CONSTRUCTION NOTES: (D CURTAIN WALL PER SDRSD D-38 @ DEEPENED EDGE PER DETAIL D PART B ON SHEET C1 .1 @ GRADED SWALE @ 1.0% W/ 2:1 MAX SIDE SLOPES © SIDEWALK UNDERDRAIN PER SDRSD D-27 ® REMOVE WATER LINE TO NORTH. PLUG AND CAP. ® TYPE A-4 CLEAN OUT PER SDRSD D-9 (J) 12"x12" CATCH BASIN WITH PEDESTRIAN RATED GRATE ® 24"x24" PRECAST CATCH BASIN Q]) BIOFILTRATION BASIN PER DETAIL C ON SHEET C1 .1 @ CONNECT PROPOSED 6" SD TO PROPOSED 8" SD @) CONCRETE STEPS WITH PEDESTRIAN PROTECTIVE RAILING PER SDRSD M-24, M-25 AND M-26 @ ROUTE WATER LINE OVER EXISTING ELECTRICAL CONDUIT WITH 6" MIN SEPARATION WITH SAND CUSHION. PROVIDE CONCRETE ENCASEMENT IF COVER ON WATERLINE IS LESS THAN 12". MAINTAIN MIN 6" TOPSOIL OVER ENCASEMENT ®) 18" CONCRETE SEAT WALL PER DETAIL 5 ON SHEET LC-2.2 @ 6" PVC CLEANOUT PER SDRSD SC-01 @ CONNECT TO EXISTING 2" WATERLINE W/ 2"PVC TEE SEE SHEET C1.2 ® 6" CURB PER SDRSD G-1 (8} 4" PVC CLEANOUT PER SDRSD SC-01 @ @ 44.28IE .5" ORIFICE EE DETAIL C 43.50 FL -:.--~ \ / I 148. ,,,,,,.. \\-----.. -----ir @ 6" AREA DRAIN WITH ATRIUM GRATE 0]) CONCRETE RETAINING CURB PER SDRSD C-9 @ CONCRETE PIPE COLLAR PER SDRSD D-62 @ RETAINING WALL SEE DETAILS I, J & K ON SHEET C 1 .1 FOR WALL TYPES ~ DRINKING FOUNTAIN PER DETAIL 1 ON SHEET LC-2.3 @ DEEPENED CURB PER ARENA CONTRACTOR REQUIREMENTS @ INSTALL RAINBIRD 44 LRC QUICK-COUPLER PER DETAIL 4 ON SHEET Ll-2.0 WATER LINE #/CURVE # RADIUS LS -L6 -L7 -NEW LANDING TO MATCH EXISTING GRADE EXTEND 4" PVC THROUGH FACE OF RETAINING WALL AND INSTALL WATTS RD-940 DOWNSPOUT NOZZLE @ INSTALL 1" BACKFLOW PREVENTER IN STAINLESS STEEL ENCLOSURE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-20 @ 8" THICKENED CURB @) CONNECT TO EXISTING WATERLINE. ABANDON WATERLINE TO THE SOUTH @ 24"x24" PRECAST CATCH BASIN PER DETAIL G ON SHEET C1 .1 ® @ STUB FOR CONNECTION TO PERFORATED SUBDRAIN PER LANDSCAPE PLANS MAINTAIN 12" MIN SEPARATION BETWEEN ELECTRICAL CONDUITS AND PROPOSED WATER LINE @) PROTECT TREE WHEN HAND DIGGING WITHIN TREE ROOT ZONE/CANOPY, TYPICAL LINE DATA (CL-150) LENGTH BEARING/LI REMARKS 12.19' N45"32'57"E 1.5" PVC 230.93' S89"27'26"E 1.5" PVC 12.19' S44"27'50"E 1.5" PVC STORM DRAIN DATA LINE #/CURVE # RADIUS LENGTH BEARING/LI REMARKS cs 71.65' 50.41' 40"18'51" 4" PERFORATED L4 -11.82' S23"35'49"w 4" PERFORATED LS -23.48' N65"45'31 "W 4" PVC fsHrri7 CITY OF CARLSBAD I SHEETS I >----1-----+-----------------+----+----+---+------1 L_j PARKS & RECREATION DEPARTMENT >----1-----+-----------------+----+----+---+------I ~ er: 0 z DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL GRADING AND UTIIJTY PLANS FOR: APPROVED BY: d'--~ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. 13C1.4507-9A46050 10 20 401" = 20'-0"SCALE :KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:19pm, Drawing Title: 1440-001gr-c1.4pg.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 __,__ \ LINE #/CURVE # C6 C7 CB C9 C10 C11 L6 L7 LB L9 L 10 L 11 L12 L13 L14 STORM DRAIN DATA RADIUS LENGTH BEARING/fl 23.00' 9.39' 23"23'55" 23.00' 36.14' 90·02'19" 23.00' 36.13' 89"59'43" 103.27' 40.00' 22·11•31" 23.00' 36.13' 90·00•14" 23.00' 26.72' 66"33'48" 7.03' N44"55'58"W 82.05' N00"00'33"E 4.00' S89"12'44"E 14.27' N00"03'06"W 4.99' N90"00'00"W 95.35' Noo·oo·oo"E 6.31' N51"26'18"E 66.03' N36"24'33"W 87.00' N09'58'53"W TO Q.C. .. STORM DRAIN DATA REMARKS 4" PERFORATED 4" PERFORATED 4" PERFORATED 4" PERFORATED 4" PERFORATED 4" PERFORATED 6" PVC 6" PVC 18" PVC 6" PVC 6" PVC 6" PVC 6" PVC 4" PERFORATED 16" PVC END DEEPEND 15 CURB LINE #/CURVE # RADIUS LENGTH L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 22.26' 24.00' 56.55' 67.46" 26.51' 35.00' 6.67' 24.00' 68.43" 55.57' 11.00' 70.01' 30.37' 7.85' 18.62' EXISTING SD ----._ INLET AND PIPE TO REMAIN (120.311E-10") ( 120.221E-16") ~ \\ ,_ -/ -'<--t-/--..1......-'>--'::-..1i -___o,.,.-1 -~I__ -f...._-1i--_ 1-=.~,!lf - --~L_______ - -'-...... 129.00F 15 -1.25" PVC TO Q.C. • BEARING/fl N23"26'14"W S89"57' 41 "W 4" Noo·oo·oo"E 4" Noo·oo·oo"E 4" N00"00'02"W S89"51 '19"W 4" N00"00'02"W 4" N89"59'43"E 4" N00"00'02"W 4" Noo·oo·o2·w 4" S89" 12" 40"E S89" 12' 40"E S89" 12' 40"E N87"32'14"E soo·oo·oo"E ----4"SD REMARKS 4" PVC PERFORATED PERFORATED PERFORATED 4" PVC PERFORATED PERFORATED PERFORATED PERFORATED PERFORATED 8" 8" s· 16" 12" PVC PVC PVC PVC PVC CONNECT TO EXISTING --✓ (119.051E-16" -CD .. -I -• ,. I ---+------~--~ 12 117.891E-16" _ ;:::::::::: 126.021E I 0]5% ---fJ R - - - R 126.141E I 126.191E I .. .., I I I .. .., -19 -...... "6.6" RISERS ~ 126.00FS IN 16 IT ' E EXISTING LIGHT TO REMAIN, TYP --4•so -----([lID-----4 so ---~-- - - -126.261E_/ @1 +~..2_0...RID 129.53 m G-126.441E I 131.00TSW 129.50FS ~ I I SEE D TAIL 1 ~ L I ON THS SHEET ------~~ '-.... 4"SD ~ __ I /4 ----4"SD ---+---+-4"SD ----4"SD .---j_-+----4"S• --4'SD " --------\\ 10 1 ---CONSTRUCTION NOTES: (D CURTAIN WALL PER SDRSD D-38 ® @ © ® ® (J) ® ® @ DEEPENED EDGE PER DETAIL D PART B ON SHEET C1 .1 GRADED SWALE @ 1.0% W/ 2:1 MAX SIDE SLOPES SIDEWALK UNDERDRAIN PER SDRSD D-27 REMOVE WATER LINE TO NORTH. PLUG AND CAP. TYPE A-4 CLEAN OUT PER SDRSD D-9 12"x12" CATCH BASIN WITH PEDESTRIAN RATED GRATE 24"x24" PRECAST CATCH BASIN 6" CURB PER SDRSD G-1 6" AREA DRAIN WITH ATRIUM GRATE CONCRETE RETAINING CURB PER SDRSD C-9 CONCRETE PIPE COLLAR PER SDRSD D-62 @ BIOFILTRATION BASIN PER DETAIL C ON SHEET C1 .1 @) CONNECT PROPOSED 6" SD TO PROPOSED 8" SD @) CONCRETE STEPS WITH PEDESTRIAN PROTECTIVE RAILING PER SDRSD M-24, M-25 AND M-26 @ ROUTE WATER LINE OVER EXISTING ELECTRICAL CONDUIT WITH 6" MIN SEPARATION WITH SAND CUSHION. PROVIDE CONCRETE ENCASEMENT IF COVER ON WATERLINE IS LESS THAN 12". MAINTAIN MIN 6" TOPSOIL OVER ENCASEMENT (V 18" CONCRETE SEAT WALL PER DETAIL 5 ON SHEET LC-2.2 @ 6" PVC CLEANOUT PER SDRSD SC-01 @ CONNECT TO EXISTING 2" WATERLINE W/ 2"PVC TEE 4" PVC CLEANOUT PER SDRSD SC-01 NEW LANDING TO MATCH EXISTING GRADE EXTEND 4" PVC THROUGH FACE OF RETAINING WALL AND INSTALL WATTS RD-940 DOWNSPOUT NOZZLE @ INSTALL 1" BACKFLOW PREVENTER IN STAINLESS STEEL ENCLOSURE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-20 @ RETAINING WALL SEE DETAILS I, J & K @ 8" THICKENED CURB ON SHEET C1 .1 FOR WALL TYPES (8) DRINKING FOUNTAIN PER DETAIL 1 ON SHEET LC-2.3 DEEPENED CURB PER ARENA CONTRACTOR REQUIREMENTS INSTALL RAINBIRD 44 LRC QUICK-COUPLER PER DETAIL 4 ON SHEET Ll-2.0 DETAIL ~, 131.34TSW 129.84FS 126.751E 129.50FG ~e 131.00TSW 129.50FG 25 EX. 131.00TSW 129.50FG @ CONNECT TO EXISTING WATERLINE. ABANDON WATERLINE TO THE SOUTH @ 24"x24" PRECAST CATCH BASIN PER DETAIL G ON SHEET C1 .1 QJ) STUB FOR CONNECTION TO PERFORATED SUBDRAIN PER LANDSCAPE PLANS @ MAINTAIN 12" MIN SEPARATION BETWEEN ELECTRICAL CONDUITS AND PROPOSED WATER LINE @ PROTECT TREE WHEN HAND DIGGING WITHIN TREE ROOT ZONE/CANOPY, TYPICAL WATER LINE DATA (CL-15O) LINE #/CURVE # RADIUS LENGTH BEARING/fl REMARKS LB -179.22' soo·44•51 "w 1.5" PVC L9 -28.78' N89"59'58"E 1.5" PVC L10 -6.10' N89"59'58"E 1.5" PVC L 11 -3.14' N00"00'02''W 1 " PVC L12 -10.37' S89'59' 48"W 1 " PVC L13 -70.56' S89'59' 48"W 1 " PVC L14 -28.10' N45"01 '24''W 1 " PVC L15 -105.95' N00'02' 1 6''W 1 " PVC L 16 -24.44' S89'57' 44"W 1 " PVC L17 -95.29' NOO'OO' 11 ''W 1 " PVC L18 -3.50' N89'59'58"E 1 " PVC L19 -1.77' S89'59'58"W 1.5" PVC L20 -71.97' S89'59' 48"W 1.5" PVC L21 -28.92' N45'01 '24''W 1.5" PVC L22 -107.99' N00'02' 1 6''W 1.5" PVC L23 -23.60' N84"19'32''W 1 .s·· PVC L24 -14.06' soo·oo· 12"E 1.5" PVC L25 -86.80' soo·oo· 12"E 1.5" PVC L26 -4.00' N90"00'00"E 1.5" PVC L27 -109.86' soo·oo·oo"E 1.5" PVC L28 -5.01' S48'25'19"W 1.5" PVC --L. / ;,-----IJ.I:____ ,,,,.c::-:______,__--~ 11130.40TC -~..-@ 130.50T (!l.JJ1 ~----~:__---"'-"--"~"</-/~--------\;-______________ .:_ __ -----4----C\,-\--llf----7'~/----+-,'-/ __ _:_',,@ / " \ 129.90FS:---;-'tl _ _j~~=---_ _.:_13=0~.=00~F~Sj1 ____ /_1:__ ____ -::7"4/~·,,:--~ ,.,-~-111--:...::0-~::-----------~\'--------l-____ _:_,,,.,:_ __ .;.1 ____ --,,{...__:::-::::.:::.-~\._,:___1 ____ -/------~ti',,!,')---------+/..;,\.,...___ / / // \ ", @) ., .,/,.. 1----".:.:"'·----\ s CH M I D T D E SI G N GROUP, I NC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sxth Avenue, 9.Jite ::00, s:r, Diego, CA 92101 telephone {619! 2J34462 facsimile {619! 233-8192 www.sdlmidtdesig,.com Lie. CA21J3, NV 219, AZ 341:il 1 08/17 ARENA ENLARGEMENT SCALE: l"-10'-0' :" .... ,, ~!,~ FUSCOE E N G I N E E R I N G NORTH 0 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT GRADING AND UTILITY PLANS FOR: APPROVED BY: ~V\ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE/161909 EXP. 9/30/19 DATE DA TE INITIAL OWN BY: CHKD BY: __ _ PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXX507-9A46055 10 201" = 10'-0"SCALE :0KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:19pm, Drawing Title: 1440-001gr-c1.5pg.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 14C1.5SD SD SD "' SCHMIDT DESIGN GROUP, INC. BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sxtl1 Avenue, 9.Jite !DO, Sen Diego, CA 92101 telephone l619l 233-1462 facsimile j619l 233-8792 www.schmidtdesif:11.com Lie. CA 21:ll, NV 219, AZ 34133 SD SD SD SD =-.... ,, ·ml~ FuscoE E N G I N E E R I N G 0 08/17 SD w SD SD 0.2% @T :! •:•:•:•:•:ll :::::::: ·:::. ttt•?It••••TI/ tf• \_ SD " ~ (I'. 0 z SD CONSTRUCTION NOTES: (D CURTAIN WALL PER SDRSD D-38 @ DEEPENED EDGE PER DETAIL D PART B ON SHEET C1 .1 @ GRADED SWALE @ 1.0% W/ 2:1 MAX SIDE SLOPES G) SIDEWALK UNDERDRAIN PER SDRSD D-27 @ REMOVE WATER LINE TO NORTH. PLUG AND CAP. @ TYPE A-4 CLEAN OUT PER SDRSD D-9 (J) 12"x12" CATCH BASIN WITH PEDESTRIAN RATED GRATE @ 24"x24" PRECAST CATCH BASIN @ 6" CURB PER SDRSD G-1 @ 6" AREA DRAIN WITH ATRIUM GRATE 0]) CONCRETE RETAINING CURB PER SDRSD C-9 @ CONCRETE PIPE COLLAR PER SDRSD D-62 @ RETAINING WALL SEE DETAILS I, J & K ON SHEET C 1.1 FOR WALL TYPES (jj) DRINKING FOUNTAIN PER DETAIL 1 ON SHEET LC-2.3 @) DEEPENED CURB PER ARENA CONTRACTOR REQUIREMENTS @) INSTALL RAINBIRD 44 LRC QUICK-COUPLER PER DETAIL 4 ON SHEET Ll-2.0 STORM DRAIN DATA LINE #/CURVE # RADIUS LENGTH BEARING/LI @ BIOFILTRATION BASIN PER DETAIL C ON SHEET C1 .1 @ CONNECT PROPOSED 6" SD TO PROPOSED 8" SD @) CONCRETE STEPS WITH PEDESTRIAN PROTECTIVE RAILING PER SDRSD M-24, M-25 AND M-26 @ ROUTE WATER LINE OVER EXISTING ELECTRICAL CONDUIT WITH 6" MIN SEPARATION WITH SAND CUSHION. PROVIDE CONCRETE ENCASEMENT IF COVER ON WATERLINE IS LESS THAN 12". MAINTAIN MIN 6" TOPSOIL OVER ENCASEMENT ®) 18" CONCRETE SEAT WALL PER DETAIL 5 ON SHEET LC-2.2 @ 6" PVC CLEANOUT PER SDRSD SC-01 @ CONNECT TO EXISTING 2" WATERLINE W/ 2"PVC TEE 18) 4" PVC CLEANOUT PER SDRSD SC-01 ® @ NEW LANDING TO MATCH EXISTING GRADE EXTEND 4" PVC THROUGH FACE OF RETAINING WALL AND INSTALL WATTS RD-940 DOWNSPOUT NOZZLE @ INSTALL 1" BACKFLOW PREVENTER IN STAINLESS STEEL ENCLOSURE PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-20 @ 8" THICKENED CURB @ CONNECT TO EXISTING WATERLINE. ABANDON WATERLINE TO THE SOUTH @ 24"x24" PRECAST CATCH BASIN PER DETAIL G ON SHEET C1 .1 Qj) STUB FOR CONNECTION TO PERFORATED SUBDRAIN PER LANDSCAPE PLANS @ MAINTAIN 12" MIN SEPARATION BETWEEN ELECTRICAL CONDUITS AND PROPOSED WATER LINE @) PROTECT TREE WHEN HAND DIGGING WITHIN TREE ROOT ZONE/CANOPY, TYPICAL REMARKS L30 -123.50' S89°18'16"E 8" PVC L31 -18.37' SOD" 41 '44"W 4" PERFORATED L32 -109.46' Noo· 41 • 44"E 6" PERFORATED L33 -5.49' N89°l8'12·w 3" PVC L34 -2.13' S43"19'41 "W 3" PVC L35 -13.60' s89·01'18"E 3" PVC L36 -17.29' Noo·54•01 "E 3" PVC L37 -130.11' S00°42'11 "W 6" PVC L38 -27.24' N18°53'18"E 3" PVC WATER LINE DATA (CL-15O) LINE #/CURVE# RADIUS LENGTH BEARING/LI REMARKS L29 -18.25' S88·39'03"E 1" PVC L30 -41.21' s89•05'32"E 1.25" PVC L31 -46.08' s89·15'35"E 1.25" PVC L32 -126.15' Noo·41 •44•E 1.25" PVC L33 -46.00' S89°16'59"E 1.25" PVC ~ CITY OF CARLSBAD I SHEETS I ~====~~====~================================t====±====j=====±====j L_j PARKS & RECREATION DEPARTMENT GRADING AND UTILITY PLANS FOR: APPROVED BY: I _ " , J ~ JOHN EDWARD MAASHOFF d\.J 11"\j-/V \ 11 /08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE l-;:;-;;c;ci--;;:;;=+----------------1----l----l-----1------1 ~D~W~N~~BY~:::::::::::::::'::::::::,~:=:::::::':::::::=:'=.::::=::':::::::::::;-;::.=.=.:=_::_::_=-=-=-.~ DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. REVISION DESCRIPTION CHKD BY: ---ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: EROSION CONTROL NOTESEROSION CONTROL LEGEND15C2.1507-9A46055 10 201" = 10'-0"SCALE :0KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:20pm, Drawing Title: 1440-001gr-c2.1ec.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 NPOTENTIAL BMPS TO BE IMPLEMENTED= "EC-1 SCHEDULING "SE-1 SILT FENCE "SE-6 GRAVEL BAG BERM "SE-7 STREET SWEEPING AND VACUUMING "SE-8 SANDBAG BARRIER " SE-10 STORM DRAIN INLET PROTECTION "NS-1 WATER CONSERVATION PRACTICES "NS-J PAVING AND GRINDING OPERATIONS "NS-6 ILLICIT CONNECTION/0/SCHARGE "NS-8 VEHICLE AND EQUIPMENT CLEANING "NS-9 VEHICLE AND EQUIPMENT FUELING "NS-10 VEHICLE AND EQUIPMENT MAINTENANCE " NS-12 CONCRETE CURING " NS-IJ CONCRETE FINISHING " TC-1 STABILIZED CONSTRUCTION ENTRANCE ,. WM-1 MATERIAL DELIVERY AND STORAGE "WM-2 MATERIAL USE "WM-J STOCKPILE MANAGEMENT "WM-4 SPILL PREVENTION AND CONTROL "WM-5 SOLID WASTE MANAGEMENT "WM-6 HAZARDOUS WASTE MANAGEMENT "WM-8 CONCRETE WASTE MANAGEMENT "WM-7 CONTAMINATED SOIL MANAGEMENT "WM-9 SANITARY WASTE MANAGEMENT NOTE:: BMP NUMBERS r<EFERENCE CA BMP HANDBOOK. LOCA 110N OF TH~ BMPS SHALL BE DETERMINED IN THE: FIELD BY THE: CONTRACTOR AND CITY INSPECTOR --3-5 ----' s CH M I D T O E SI G N G ROUP, I NC. I _l I -BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Six1h Avenue, SJite !>JO, Sm Diego, CA 92101 telephone !619! ~2 facsimile !619! 233-8792 www.sd1midtdesig,.com Lic.CA21J3,NV219, AZ34Ul -----0 ----I ---08/17 I I I 0 ,, I ,, I I I I 3---3-,, I I I ,, ,, I I I I I ,, 0 0 :~~~~~~:::._---:~~/y/// :"" . .. .. ,, -m,~ FUSCOE E N G I N E E R I N G 0 I ,:4' / M ----II 0 ----E: I --E: ----I --E: ----\ \ / / / / / / / / / / I _,_-,.---\\ • -ti,._,. --/ / / / / / / ,:, / / / / / / / / / / I I I I / / / / / /4 ,,,;;;; __..-; I / -:;;::-' ... ,I----~-~ I ___.--'-___.--I (D CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE-1, SEE DETAIL N ON SHEET C-2.1 (I) STABILIZED CONSTRUCTION ENTRANCE PER DETAIL P ON SHEET C-2.2 G) SOIL STABILIZATION PER EC-3 (HYDRAULIC MULCH) OR EC-5 (SOIL BINDERS) (D GRAVEL BAG CHEVRONS EVERY 25 FEET IN FLOW PATH PER CA BMP HANDBOOK SE-6, SEE DETAIL O ON SHEET C-2.2 ___.--I ___.--'-___.--I 0-/ @ SD INLET PROTECTION, PER CA BMP HANDBOOK SE-10, TYPE 3 (GRAVEL BAG), SEE DETAIL Q & R ON SHEET C-2.3 --I I / 0 I I I I ~ er: 0 z I I I I I I I 7 'I ,--I I E:~-'-9-\ 0 I .. I I I I ~ I I I @ FIBER ROLLS PER CA BMP HANDBOOK SE-5, SEE DETAIL S ON SHEET C-2.3 HYDRO MULCH PER EC-3 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL T/C-2.2 SILT FENCE PER CA BMP HANDBOOK SE-1 AND DETAIL R/C-2.1 GRAVEL BAGS PER CA BMP HANDBOOK SE-6 AND DETAIL S/C-2.2 FIBER ROLLS PER CA BMP HANDBOOK SE-5 AND DETAIL W/C-2.3 STORM DRAIN INLET PROTECTION PER SE-10 TYPE 3 AND DETAILS Q/C-2.3 AND R/C-2.3 LIMIT OF WORK NOTES= QbfJ x--x--x--x -FR--0 ----1. LOCA110N OF BUILDING AND AC11v1TY AREAS (E.G. FUEl/NG /SI.ANDS, WASJE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY 1HE CONTRACTOR PRIOR TO ST ART OF CONSTRUC110N AND ADDED TO 1HIS PLAN. 2 CONTRACTOR SHALL NOJE ON 1HIS PLAN 1HE LOCA 1/0NS, IF ANY, 'M-lfRE MATERIALS ARE DIREC71.. Y EXPOSED TO STORM WA JER. J. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS 4. ALL CONSTRUC710N GA JES SHALL BE SUD/NG ONLY 5. BASINS ARE TO BE QEARED OF CONSTRUC110N SILT AND MUD PRIOR TO 1HE INST ALLA 110/I/ OF 1HE BASIN UNDE:RDRAIN S'rSJEM. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 1-----------......--~ 1/1-:1 / ! I ~I ,...........---~ ,--~ ~--" ~--~-J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. fsHrri7 CITY OF CARLSBAD I SHEETS I 1------+---+----------------+----+---+---+----1 L_j PARKS & RECREATION DEPARTMENT 1------+---+----------------+----+---+---+----I DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EROSION CONTROL PLANS FOR: APPROVED BY: d'-J\,J\., ... A/~ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. EROSION CONTROL NOTESEROSION CONTROL LEGEND16C2.2507-9A46050 10 20 401" = 20'-0"SCALE :KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:20pm, Drawing Title: 1440-001gr-c2.2ec.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 PO- - - - - - -~--=-- - - - - -,,-I I I \---\ \ \ I I \ , I \ I I 'O, I I \ I \ I I I \ I \ I I I \ , I I \ I I 'O, I I I \ \ I I# I \ I ,:;;:;, I , I \ I \ \ I I I \ \ I SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, 9.Jite ~ San Diego, CA 92101 telephone! 619! :ffi4462 facsimile {619! :ffi-8792 www.schmidtdesign.com Lie. CA21;E. NV219, AZ34133 I \ \ \ \ \ \ \ \ \ \ 'O, \ ,:;;:; ----------------------0 _.,-ss ----0 ---0 / :" "••11 ml~ FuscoE E N G I N E E R I N G 0 l '""""""''' L,:(Fj:: .. · =~ II ; T 120 r , 1 ~ '+ ' 0 '..--' \ i'= Cl:'. 0 z ....... ----r G) CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE-1, SEE DETAIL N ON SHEET C-2.1 (D STABILIZED CONSTRUCTION ENTRANCE PER DETAIL P ON SHEET C-2.2 G) SOIL STABILIZATION PER EC-3 (HYDRAULIC MULCH) OR EC-5 (SOIL BINDERS) G) GRAVEL BAG CHEVRONS EVERY 25 FEET IN FLOW PATH PER CA BMP HANDBOOK SE-6, SEE DETAIL O ON SHEET C-2.2 @ SD INLET PROTECTION, PER CA BMP HANDBOOK SE-10, TYPE 3 (GRAVEL BAG), SEE DETAIL Q & R ON SHEET C-2.3 ® FIBER ROLLS PER CA BMP HANDBOOK SE-5, SEE DETAIL S ON SHEET C-2.3 HYDRO MULCH PER EC-3 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL T/C-2.2 SILT FENCE PER CA BMP HANDBOOK SE-1 AND DETAIL R/C-2.1 GRAVEL BAGS PER CA BMP HANDBOOK SE-6 AND DETAIL S/C-2.2 FIBER ROLLS PER CA BMP HANDBOOK SE-5 AND DETAIL W/C-2.3 STORM DRAIN INLET PROTECTION PER SE-10 TYPE 3 AND DETAILS Q/C-2.3 AND R/C-2.3 LIMIT OF WORK C BACK OF SIDEWALK RUNOFF NOTES: BURLAP S4CKS TO OVERLAP ONTO CURB lcuRB GRA ~L FILLED SANDBAGS STACKED TIGHn. Y 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. ", DETAIL= GRAVEL BAG CHEVRONS x--x--x--x . : : : =·=·=·· -FR--0 ----PUBLIC RIGHT-OF-WAY ' NO SCALE ~ 50'MIN. 3• TO 6" COARSE AGGREGATE PROFILE; EXISTING GROUND PUBLIC RIGHT-OF-WAY _l_ 15'MIN. T RUMBLE RACKS PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY e STABILIZED CONSTRUCTION ENTRANCE f,IJ SCALE [sHrril CITY OF CARLSBAD I SHEETS I 1------+--+----------------1-----+---+-----+---1 L_j PARKS & RECREATION DEPARTMENT l------+---+----------------1-----+---+-----+---I EROS[ON CONTROL PLANS FOR: APPROVED BY: 6'0W\t-J\I\ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. EROSION CONTROL NOTESEROSION CONTROL LEGEND17C2.3507-9A46050 10 20 401" = 20'-0"SCALE :KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:20pm, Drawing Title: 1440-001gr-c2.3ec.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 RQSDIRECTION OF FLOW NOTE: 1. ALL PROVISIONS OF BMP DETAIL SE-10 SE-7 SHALL BE APPLIED. 2' 2 GRA V[L BAGS WIDE 1 GRA V[L BAG HIGH INLET OPENING DIRECTION OF FLOW GRAV[L BAGS ROW 2 & J -7 WIDE DIRECTION OF FLOW 735• 2 GRA V[L BAGS WIDE 1 GRA V[L BAG HIGH INLET OPENING CURB (D CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE-1, SEE DETAIL N ON SHEET C-2.1 (D STABILIZED CONSTRUCTION ENTRANCE PER DETAIL P ON SHEET C-2.2 @ SOIL STABILIZATION PER EC-3 (HYDRAULIC MULCH) OR EC-5 (SOIL BINDERS) G) GRAVEL BAG CHEVRONS EVERY 25 FEET IN FLOW PATH PER CA BMP HANDBOOK SE-6, SEE DETAIL O ON SHEET C-2.2 @ SD INLET PROTECTION, PER CA BMP HANDBOOK SE-10, TYPE 3 (GRAVEL BAG), SEE DETAIL Q & R ON SHEET C-2.3 @ FIBER ROLLS PER CA BMP HANDBOOK SE-5, SEE DETAIL S ON SHEET C-2.3 " STORM DRAIN INLET PROTECTION FOR .~ "' GRAVEL BAG PROTECTION FOR INLET ---... __ ' 0 0 0 0 s CH M I D T O E SI G N G ROUP, I NC. ' I. BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Six1h Avenue, SJite !>JO, Sm Diego, CA 92101 telephone !619! ~2 facsimile !619! 233-8792 www.sd1midtdesig,.com Lic.CA21J3,NV219, AZ34Ul ~ INLET IN BUMP CONDITION '"-,J IN FLOWBY CONDITION NO SCALE 5 08/17 ---___ ,.;:, ----16"SD 16·so ~ ..,, L _ _i 1) 0 oD ~ I "' .. I I I -----~--------=-----r-,_ crci -(l -, bL_ -. ~ (lb 130.00 FS ------E_Qf_ARENA_ ---4"SD -+----4"SD ---+---+---4"SD ----4'SD NO SCALE ~ 1-----------~ .. -1--t-• "SD ~-=-X~X-_ --x-"!!!!!-x~·""-""-~. ""-~.---•· - -- - -·-· i - -0 5 0 0 0 =-. .. •• ,, -m,~ FUSCOE E N G I N E E R I N G 0 i 5 . NORTH HYDRO MULCH PER EC-3 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL T/C-2.2 RO'fJ SILT FENCE PER CA BMP HANDBOOK SE-1 AND DETAIL R/C-2.1 GRAVEL BAGS PER CA BMP HANDBOOK SE-6 AND DETAIL S/C-2.2 FIBER ROLLS PER CA BMP HANDBOOK SE-5 AND DETAIL W/C-2.3 STORM DRAIN INLET PROTECTION PER SE-1O TYPE 3 x--x--x--x -FR--0 AND DETAILS O/C-2.3 AND R/C-2.3 LIMIT OF WORK .:,J .:,J .:,J .:,J • .:,J ----NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR ,,,. lJJ .:,/ , ,, I , Ill .:,/ lJJ If /\; v)JJ V[RTICAL SPACING MEASUERED ALONG FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' .:,J .:,J .:,J .:,J .:,J FIBER ROLLS .:,J .:,J .:,J .:,J .:,J • .:,J ~.:,J -~ ·» '.( .:,J 1/,A I , ,._ __ INSTALL A FIBER ROLL NEAR ~~Ii< ;<, SLOPE WHERE IT TRANSlnONS '/)-._,lJJ w . Y· INTO A STEEPER SLOP[ ""-.:,J .:,J TYPICAL FIBER ROLL INSTALLATION 0 N.T.S. /BER ROLL 8" MIN . :--;,, /4" X J/4" OOD STAKES MAX. 4' SPACING FIBER ROLL DETAIL NO SCALE fsHrri7 CITY OF CARLSBAD I SHEETS I 1----1----+-----------------+----+----+---+----1 L_j PARKS & RECREATION DEPARTMENT 1----1----+-----------------+----+----+---+----I DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL EROSION CONTROL PLANS FOR: APPROVED BY: d'--JW1,-A.11_ JOHN EDWARD MAASHOFF 11/08/17 ENGINEERING MANAGER PE 1909 EXP. 9 30 19 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. I DRAWING NO. EROSION CONTROL NOTESEROSION CONTROL LEGEND507-9A46050 10 20 401" = 20'-0"SCALE :5 10 201" = 10'-0"SCALE :0KEY MAPN.T.S.C-1.4C-2.3C-1.3C-2.2C-1.2C-2.16390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comPOINSETTIA COMMUNITY PARKKWKKSDG PROJECT NO: 15-405Plot Date: 2017-11-08; 01:20pm, Drawing Title: 1440-001gr-c2.4ec.dwg, User ID: Kevin Wei 72JTB, JJPLT DATE: 11/08/2017 18C2.4-SD SD " > > I ~ jc I I > ,~ I > SD , ~ SCHMIDT DESIGN GROUP, INC. BAL AN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sxtl1 Avenue, 9.Jite !DO, Sen Diego, CA 92101 telephone j619l 233--1462 facsimile j619l 233-8792 www.schmidtdesif:11.com Lie. CA 21:ll, NV 219, AZ 34133 I I SD SD .. 41' l < •. , • I -q .. • I SD SD SD SD Su SD y X y y I C---J -/ ~ \ \ l ---.:____1 '-I. ., I -I c____J I ., I I I X ·• =)[= X I 5.t~ =-.... ,, ·ml~ FuscoE E N G I N E E R I N G 0 SD--SD SD ., I I r I ., I I I I y ,v -)< I (51:; I I -, "" I .. .. -a:::,-I ---Xii:iiX -ti I I I I I I SD > I I I > • I <1 (D CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE-1, SEE DETAIL R ON SHEET C-2 1 (bl STABILIZED CONSTRUCTION ENTRANCE PER DETAIL T ON SHEET C-2.2 @ SOIL STABILIZATION PER EC-3 (HYDRAULIC MULCH) OR EC-5 (SOIL BINDERS) (D GRAVEL BAG CHEVRONS EVERY 25 FEET IN FLOW PATH PER CA BMP HANDBOOK SE-6, SEE DETAIL S ON SHEET C-2.2 @ SD INLET PROTECTION, PER CA BMP HANDBOOK SE-10, TYPE 3 (GRAVEL BAG), SEE DETAIL U & V ON SHEET C-2.3 HYDRO MULCH PER EC-3 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL T/C-2.2 SILT FENCE PER CA BMP HANDBOOK SE-1 AND DETAIL R/C-2.1 GRAVEL BAGS PER CA BMP HANDBOOK SE-6 AND DETAIL S/C-2.2 STORM DRAIN INLET PROTECTION PER SE-10 TYPE 3 AND DETAILS U/C-2.3 AND V/C-2.3 LIMIT OF WORK ic--x--x--x 0 ----I SHEET I CITY OF CARLSBAD I SHEETS I l-----+----+---------------+----+----+--+-----1 PARKS & RECREATION DEPARTMENT >-----+----+---------------+---+----+--+-----I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED BY: I _ " , J ~ JOHN EDWARD MAASHOFF d\.J 11'-'\j--'V \ 11 /08/17 ENGINEERING MANAGER PEJll,1909 EXP. 9/30/19 DATE DWN BY: I CHKD BY: __ RVWD BY: . PROJECT NO. I DRAWING NO. SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:14pm, Drawing Title: 15013_SE1.0.dwg, User ID: Neal NJA PSNJANJA11/9/17SYMBOL LISTGENERAL NOTESABBREVIATIONSSE-1.019[QJ (]]) $ -EX--R-~R--DASHED SYMBOL INDICATES EXISTING FIXTURE, OUn.ET, DEVICE OR EQUIPMENT TO BE REMOVED. FINE-LINED SYMBOL INDICATES EXISTING FIXTURE, OUn.ET, DEVICE OR EQUIPMENT TO REMAIN. EXISTING CONDUIT TO REMAIN. EXISTING CONDUIT TO BE REMOVED IF IN AN ACCESSIBLE AREA OR TO BE ABANDONED IF IN AN INACCESSIBLE AREA. EXISTING CONDUIT TO BE REUSED. REMOVE CONDUCTORS, EXTEND CONDUIT AND PROVICE NEW CONDUCTORS AS INDICATED. ~ INDICATES FIXTURE TVPE. SEE FIXTURE SCHEDULE FOR LAMP, ~ WATTAGE, AND MOUNTING INFORMATION. TVPICAL FOR ROOM D INDICATED, UNLESS OTHERWISE NOTED. 1 a---INDICATES CONlROUJNG SWITCH ~ LEG. ~ DENOTES BRANCH CIRCUIT NUMBER SUPPL YING FIXTURE. c:::, Ill 1111 #10 Ill A-1,3 3/4"-3#8+1#10 EG SURFACE MOUNTED PANELBOARD. SURFACE MOUNTED CABINET, AS NOTED. CONDUIT CONCEALED UNDERFLOOR SLAB OR UNDERGROUND. CONDUIT INSTALLED EXPOSED. 1" CONDUIT WITH 2#12 CONDUCTORS PWS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 1" CONDUIT WITH 3#12 CONDUCTORS PWS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 1" CONDUIT WITH 4#12 CONDUCTORS PWS 1#12 EQUIPMENT GROUNDING CONDUCTOR. A NUMBER ADJACENT TO THE HASH MARK IN ANY CONDUIT RUN INDICATES THE CONDUCTOR SIZE TO BE USED IN LIEU OF #12 AWG. CONDUIT AND EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED PER CEC, U.O.N. HOMERUN TO INDICATED PANELBOARD ('A'). NUMBERS (1,J) INDICATE BRANCH CIRCUIT NUMBERS. INDICATES J/4" CONDUIT WITH (J) 8 AWG CONDUCTORS + (1) 10 AWG EQUIPMENT GROUND. [ID.I NON-FUSED DISCONNECT SWITCH. SIZE AS NOTED. (NFDS) Sa f @ ..L NI/\ \/\N -I I-ELEClRICAL PULL BOX, REFER TO DETAIL SHEET SE-6.0. ELEClRICAL PEDESTAL COPPER CLAD GROUND ROD, U.O.N. COPPER CLAD GROUND ROD IN A YARD BOX. ELEClRICAL NOTE REFERENCE INDICATES DETAIL '1' ON SHEET E-6 EXTERIOR LIGHT FIXTIJRE MOUNTED ON POLE AS INDICATED IN FIXTURE SCHEDULE. SINGLE POLE, SINGLE THROW TOGGLE SWITCH, SUBSCRIPT INDICATES CONlROWNG SWITCH LEG. DUPLEX RECEPTACLE, MOUNTED AT +18" AFF TO CENTER OF BOX U.O.N. DUPLEX RECEPTACLE, GFa TVPE, MOUNTED INTEGRAL INTO POLE WITH W.P. COVER., U.O.N. CURRENT lRANSFORMER, RA TIO AS INDICATED. METER SOCKET OR MOTOR CONTACTOR. GROUND CONNECTION. POWER lRANSFORMER. NORMALLY OPEN POWER OR RELAY CONTACT. ~ SWITCH SIZE 6~ NO. OF POLES 63~ °{£___ FUSE SIZE ~ lRIP SETTING 100,(r ~ FRAME SIZE 225Af''T) J'~---NO. OF POLES A, AMP AIC CEC cu EA. EG EX GFCI GND IEC K KCM KVA KW LTG MH SPD U.O.N. WI" (R) (E) AMPERE AMPERE INTERRUPTING CAPACITY CALIFORNIA ELEClRICAL CODE (Tln.E 24, PART 3). COPPER EACH EQUIPMENT GROUND, OR EQUIPMENT GROUNDING CONDUCTOR. EXISTING GROUND-FAULT CIRCUIT INTERRUPTER GROUND INTERCEPT EXISTING CONDUIT KELVIN TEMPERATURE 1000 aRCULAR MIL (kcmU) KILOVOLTAMPS (kVA) KILOWATT (kW) LIGHTING, OR LIGHT METAL HALIDE SURGE PROTECTION DEVICE UNLESS OTHERWISE NOTED WEATHERPROOF FIXTURE OR DEVICE TO REMOVE EXISTING FIXTURE TO REMAIN 1. ALL WIRING ON THIS PROJECT SHALL BE COPPER AND SHALL BE INSTALLED IN CONDUIT. 2. INSTALL A PULL ROPE IN ALL CONDUITS LABELED "CONDUIT ONL V". PULL ROPE TO BE 200 POUND TENSILE SlRENGTH MINIMUM. INCWDE A #14 CU lRACER WIRE WITH THE PULL ROPE TO ALLOW FOR EASY LOCATION OF CONDUIT. J. VERIFY ALL EXISTING CONDITIONS AND ASSUME THE RESPONSIBILITY OF FITTINGS, EQUIPMENT, RACEWAYS, ETC. IN THE EXISTING SPACE ALLOWED. ALL NEW INSTALLATIONS SHALL BE AT NEAT RIGHT ANGLES. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES AND AMENDMENTS: •THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2015 INTERNATIONAL BUILDING CODE (IBC) AND THE 2016 CALIFORNIA AMENDMENTS • •THE 2015 EDITION OF THE CALIFORNIA ELEClRICAL CODE (CEC) ADAPTS THE 2014 NATIONAL ELEClRICAL CODE (NEC) AND THE 2016 CALIFORNIA AMENDMENTS. •THE 2016 EDITION OF THE CALIFORNIA OF THE CALIFORNIA ENERGY EmCIENCY STANDARDS. 5. ALL ELEClRICAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND ALL OTHER RELATED CONlRACT DRAWINGS. 6. CAREFULLY EXAMINE ALL CONlRACT DRAWINGS/SPECIFICATIONS AND BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIALS AND EQUIPMENT AT EACH LOCATION AS INDICATED WITHOUT SUBSTANTIAL ALTERATION. IN AS MUCH AS THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED. FURNISHING FITTINGS REQUIRED TO MEET SUCH CONDITIONS SHALL BE AT NO COST TO THE CLIENT. 7. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND SlRUCTURAL CONDITIONS. EXPOSED CONDUITS SHALL BE INSTALLED PARALLEL TO BEAMS AND WALLS. 8. ALL aRCUIT PROTECTIVE DEVICES SHALL HAVE THE REQUIRED RATINGS AND INTERRUPTING CAPACITY EQUAL TO OR GREATER THAN THE AVAILABLE SHORT CIRCUIT CURRENT AT ITS SUPPLY TERMINAL. 9. FIELD VERIFY EXISTING CONDITIONS AND ADVISE ENGINEER OF ANY DISCREPANCIES OR DEVIATIONS BETWEEN PLANS AND ACTUAL CONDITIONS PRIOR TO SUBMITTING BID. 10. PATCH AND REPAIR ALL SIDEWALKS AND ASPHALT PER SDRSD WI-IERE NEW CONDUIT IS TO BE INSTALLED. REPAIR IRRIGATION LINES AFFECTED DURING CONSlRUCTION. 11. VERIFY LOCATIONS OF GAS SEWER AND WATER LINES WITH FACILITIES PERSONNEL ROUTE CONDUIT ACCORDINGLY. 12. ROUTE CONDUIT AROUND lREE LOCATIONS PER THE OWNERS DIRECTION. IF NEEDED BORE UNDER ROOT SYSTEMS INSTEAD OF lRENCHING TO AVOID DAMAGE TO lREES. LIGHTING FIXTURE SCHEDULE QTY. SYMBOL FIXTURE MANUFACTURER AND FIXTURES TYPE CATALOG NUMBER @ COO)© I ®@ MUSCO LED SYSTEM 4 @® n @ SUN VALLEY LIGHTING 12 VNDL-LED-VP A-ll-64LED-NW-1-RAL8019T-CP POLE:RNTA-124-125-PT-SID-BRONZE LSI LIGHTING 16 non: @ XLCM-J-LED-SS-CW-SGL POLE: 4SQBJ-S11G-22-D180-DURAGRIP FINISH 4 ~ @ LIGMAN UKl-60771-JOW-W40-W 14 n @ EXISTING EQUIVALENT MANUFACTURER SUBJECT TO APPROVAL OF SHOP DRAWINGS NO KNOWN EQUAL LIGHTOLIER NONE KNOWN NONE KNOWN -ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 QTY. LAMPS 4 1 2 1 1 LAMPS TYPE WATTS COLOR TEMP. LED 1500 5700" K LED 75 4000" K LED 180 5000" K LED JO 4000" K HPS 150 -FIXTURE BALLAST TOTAL MOUNTING INPUT INPUT TYPE VOLTS WATTS CD LED 480 4500 DRIVER POLE 100-277 75 LED DRIVER POLE 100-277 360 LED DRIVER POLE 100-277 JO LED DRIVER GROUND 277 180 MAGNETIC POLE DESCRIPTION FOUR LED, FACTORY AIMED AND ASSEMBLED SPORTS LIGHTING FIXTURES MOUNTED ATOP A 50' TALL GALVANIZED STEEL POLE WITH PRE-CAST CONCRETE BASE. COMPLETE SYSTEM INCWDES CONlROLLER, 'MRE HARNESS, REMOTE ELEClRICAL COMPONENT ENCLOSURE AND 25 YEAR WARRANTY. REFER TO DETAILS SHEETS SE-6.0 & SE-6.1. PROVIDE 25 YEAR WARRANTY. POSTTOP LED FIXTURE DIE CAST ALUMINUM 'MTH MINIMUM FIVE YEAR WARRANTY. REFER TO DETAIL 2/SE-9.0. PROVIDE HANDHOLE AND MOUNTING HARDWARE FOR CCTV CAMERA AND DUAL CHANNEL POLE WI-IERE INDICATED ON SITE PLAN. POSTTOP LED FIXTURE DIE CAST ALUMINUM 'MTH MINIMUM FIVE YEAR WARRANTY. REFER TO DETAIL 1 SHEET SE7.1. INCLUDE PROVISIONS FOR MOUNTING NEMA JR ROTARY TIMER SWITCH ON POLES CALLED OUT ON SITE PLAN AT +44" AFF. PROVIDE MOUNTING HARDWARE FOR CCTV CAMERA AND DUAL CHANNEL POLE WHERE INDICATED ON SITE PLAN. GROUND MOUNTED LED ACCENT LIGHT WITH INTEGRAL LED DRIVER AND ADJUSTABLE OPTICS. REFER TO DETAIL 2/SE-8.0. EXISTING PEDESlRIAN SCALE FIXTIJRE MOUNTED TO 12 FOOT POLE TO REMAIN. FIXTURE NOTES CD FIXTURE CONNECTIONS SHALL BE AS INDICATED ON THE PLANS. SPORTS LIGHTING FIXTURES ARE EXEMPT FROM Tin.E 24 LIGHTING RESlRICTIONS. CATALOG NUMBERS ARE BASED ON VENDOR INFORMATION, SALES LITERATURE AND PHOTOMElRIC DATA ON HAND AT THE TIME OF PROJECT DESIGN BY ALAGIA ENGINEERING AND ARE INTENDED TO CONVEY THE FEATURES/PERFORMANCE REQUIRED. EACH FIXTURE MUST BE PROVIDED COMPLETE WITH ALL FITTINGS AS APPROPRIATE FOR PROPER MOUNTING AT THE LOCATIONS INDICATED. @ CONlRACTOR SHALL BE RESPONSIBLE TO COUNT FIXTURES ON PLANS AND USE THE NUMBER OF FIXTURES SHOWN ON PLANS FOR BIDDING PURPOSES. "AS BU I LT" P.E. __ _ EXP. ___ _ REVIEWED BY: DATIE INSPECTOR DA TE I SHEET I CITY OF CARLSBAD I SHEETS I 1-----+---+----------------1-----+---+-----+--_. PARKS & RECREATION DEPARTMENT l-----+---+----------------1-----+---+-----+----DATE INlllAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL E LE C TRI CAL LEGEND PLAN FOR: APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 61909 EXP. 9 30 19 DATE OWN BY: ---~--P-R-OJ_E_C_T_N_O_. -~I DRAWING NO. CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:16pm, Drawing Title: 15013_SE1.1.dwg, User ID: Neal NJA PSNJANJA11/9/17SE-1.120ST/\TEOFC/\L FORMI", CAI IFORNIA ENERGY COMMISSICIJ ~ ST1\TEOFC.~ OUTDOOR LIGHTING OUTDO CEC-\'RCG-L TQ-(,1-E IRevisad 04116) c=C-NRCC-_IFORNIA OR LIGHTING T0-01-E Revisec 04/"f CALIFORNIA ENERGY COMMISSION @ CERTIFICAIT OF COMPLIANCE NRCC-L T0-01-E CERTIFICA TE OF COMPLIANCE N RCC-L T0-01-E Outdoor Lighting (Page 1 of 4) Outdoor Li ghting (Page 2 of 4) P·uiecl N,m, Poinsettia Park I o,,, p,,.,,,.,.J Prujecl Now, Poinsettia Park ),.,P,,,.,,<J; 10/9/2017 A. General Information Project Address: 6600 Hidden Valley Rd Carlsbad, CA 92011 Total Illuminated Hardscape Area: G. Schedu 11,400 le of Luminaires Exempt from the Cutoff Requirements in §130.2(b) 01 02 Phase of Construction: □ New Construction □ Addition "' Alteration Narn e or Symbol Descriplion of exempt lurninaire in accordance with the exemptions Outdoor Lighting Zone (Lll □ LZ-1 □ LZ-2 [a LZ-3 □ LZ-4 I l1av1c lOflfirm1cd wil11 lhe AHJ which LZ dJJplit!~ lo Lhis silt!. Fur dddL1ll li~hlinB wm~ de~itr1<1liur1~, s1c~ Titlt! 24 Part 6, §10-114 STATE OF CALIFORN A OUTDOOR LIGHTING B. Lighting Compliance Documents (check box for each document included) CEC-~JRCC-L T0-0I-E (Ra,-iood 02116> CALIFOclNIA ENERGY COfl,WISSIO~J CERTIFICATE OF COMPLIANCE NRCC-LT0-01-E hu rfr/rJiN,,l i,r~/n,uinn,011 i/11• mr, of il1i.s anrl u/,' i=m·1yy i=ffi,:i1'11cy .~illmimd~,.urnp/i,n,u· dm:urr11'nl.1, nin /1, //;r, Nrmn,.1,',Jenliul Mm.,,wf Outdoor Lighting (Page3of4) pub.fished by the Ca.'ifo;,110 Errerg'I Commission. H. Schedu la NRCC-LT0-01-E Certificate of Compliance le of Luminaires Exempt from the Outdoor Lighting Control Requirements in §130.2{c) 01 02 P,cj,M ,, .. ,. Poinsettia Park I :,.,_, p,,,,.,<J 10/912017 Cl NRCC-LT0-02-E Outdoor Lighting Con~rols Certiticate ot Compl"ance Nam e or Symbol Descriplion of exempt luminaire in accordance with the exemptions I. Outdoor Ligh1ing Schedule and Field Inspection Energy Checklist Cl NRCC-LT0-03-E Outdoor Lighting Power Allowa,ce Certitlcate of Coripliance Field □ NRCC-LT0-0'1-E Outdoor Lighting Existing Conditions Certificate of Com~liance Luminaire Schedule Installed Watts Location Cutoff Inspector C. Summary of Allowed Outdoor Lighting Power Watts Sum Total ALLOWED Outdoor Lighting V.'attage from NRCC-LT0-03-E, page 1 01 1,834 Alterations with NO increase of connected lir,htinP, load may insteaC use the ;:illowed w;:itt;:i1,:e from NRCC-LT0-04, oaige 2. Complies ONLY if Installed /Box 02) i Allowed (Box 01) 02 Sum Total INSTALLED Outdoor Lighting \Nattage from NRCC-L T0-01-E, page 3. 945 D. Declaration of Required Installation Certificates Ded,,re by checki,,g ,1ll lnstalk,tiJn Cen:ificacesth.,1 will be submitted (Fieuin cop·es ~ 1d verify compliJnce docume1"1ts Jre completed ,1nrJ signed.) Iii:! NRCI-LTO-Gl-E -Mmt be submitted for all bJilding:; □ Field Inspector lia NRCI-LTO-•n-E -Must be subrritted for a lighting control s,·,tem, or for an Energv Management Control □ Field Inspector System (EMCSI, to be recognized "or compliance E. Declaration of Required Certificates of Acceptance Declare by checking all at the Certitic2tes ot Acceptance t1at will bfo submitted. (Retain copies and ~eri-'y complia,ce ,;locument:; are completed anrl signer!.) IZl NRCA-L T0-02-A -Must be submitted for outdoor lighting rnmrols I D Field Inspector F. Schedule of Luminaires Exempt from the Outdoor Lighting Power Requirements in ,§140.7 01 02 Nam? or Symhnl □Psr.ription nf PXPmpt luminairP in ;:ic.cnrdanr.P with thP PXPmptinns CA BJlding Em~rgy Efficienc,, StJrdards -2016 Nonresidential Compliance April 2016 CA Building E STATE OF C.",LIFORNIA OUTDOOR LIGHTING CEc-,mcc-I T0-01-E ,neviced 02,15·, CALlfORNIA ENERGY COMMISSION G) CERTIFIC.ll.TE OF COMPLIANCE NRCC-LT0-01-E Outdoor Lighting (Page4of4) P'Oj(d Nome Poinsellia Park I Cate Prcpo.-ed 10/9/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1 I certify that this Certificate cf Compliance documentJfon is accurate <1nd complete rlocumanta:inn Author ,~ame Neal Alagia n,cumentMinn AutCor Signature C~mpay Alagia Engineering Signature Date 10/912017 r-.".dtlr~ss: 17743 Del Paso Dr CE.",Cerlil ,:ali,n lc'e·1lilica'.iun iii ap~licat, el: E13829 Cisy/E:;ne/1ip Poway , CA 92064 Ph)ne· 858-746-7414 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the fcllowi~ unter penalty of perjury, undet the laws cf the State of Callfcrnia 1. The information provided on this Certificat~ of Comi:;liance is true and correct. ,. I am eligible under Division 3 of t,e Business ,md Professions Code to accept responsibility for the building design or ,ystem design identified on this Certificate of Compliance (respnsible dEigner). 3. The energy features and per"ormance specifications, materials. components, and manufactured devices for the building deoign or system desi11n identified on this Certificate of Compliance conform to the requirements of Title 14, Part 1 and Parl 6 of the California Code of H~gulctions. ' The buildirlE dcsiEn fc.1turcs or system desi~11 fc,iturcs idcntificd on this Ccrtific.1te of Compli.:incc .ire consisccnl witf" thc informatio 1 provided on olhcr .:ipplic.:iblc cornpli.:ince documents, l'iorksheets. cal,::~,lations, plans and specifications submitted to the enf:rce11ent agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be r,ade available wltr the bull ding permlt(s) Issued for the building, and made available to the enfo-ccmcnt .:igcncy for all .:ipplicJble inspcctiors_ I undcrstcmd thJt ~ completed signed copy of this Certificate of CompliJnce is required to be included with the .:J,xumentJtion the builder provides to the bJilrJing owner at occupancy R,.,;poao,ihl • t.-,;igrw N·,m,, Neal Alagia C~mpen~ Alagia Engineering Ad;l,,ss: 17743 Del Paso Dr Ci!y/SLJL~/Zip: Poway, CA 92064 CA Building Energy Efficiency Standards -2016 Nonresidentia I Complia1ce R~spc,n,;i~. <' r..,sicrn,r ~iin,,t ·"'' Doce Siened OCT 9 2017 Lrc~ ,se Phvie: . --~ E13829 8587467414 ALAGIA ENGINEERING 17743 DEL PASD DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 April 2016 01 02 03 04 05 06 07 08 09 How wattage was determined 0 ' Primaf')I Funcion area in ~ 0 J\'.ime or ~ -:5 which the luminaires are ~ Complete Lurrinaire Desc·iption !_ I " 2 ,, ·i ~ BUG Rating ,f Item Tag 2 " .~ ;g: • C installed 0 • 5 -t C i'i, 2 " D tl "' (Outdoor LightingZoncf e C ' ~ E E ] C ' " 3 ~ !I , 3 " "'-C z C UH: '" UL: "' ~PE L 1 -PEDESTRIAN FIXTURE 75.0 □ "' 11 825 Pedestrian Hardscapc FVH: nhr □ □ BVH: fl/cl FH {1/Cl BH: nla UH ma lJL· rna TYPE L3 -DECORATIVE UPLIGHT 30.0 r;a □ 4 120 Pedestrian Hardscape FVI-I: ma □ □ BVH:n1c1 FH: ,1/a BH: ,1/a UH: UL □ □ FVH: □ □ BVH: FH: BH: Enter sum total of all pages (Sum Total INSTALLED \NATTS PAGE TOTAL 945 INSTALLED Outdoor liehtine wattaee] into 945 nergy Efficiency Standard, -2016 Nowesidenti~I Compli.:ince April 2016 CA Builcling Energv Ettici~ncy St~ndords -2016 Nonresiden:ial •:omplionce STATE OF CALIFORf<IA OUTDOOR LIGHTING CONTROLS CEC-~RCC-LT0-02-E il{evi~ed OEr.116' CERTIFICATE OF COMPLIANCE Outdoor Lighting Controls Poinsettia Park A. Mandatory Outdoor Lighting Control Declaration Statements Cher.k all th;it apply CALlfOl'.NIA ENERGY COMMISSlmJ @: N RCC-L T0-02-E (Page 1 of 3) 1019/2017 □ Lighting shall be controlled b~, self-cont.iined lighting control devices which .ire certified to the Energy Commission .iccording to the Title 20 Appli.ince Efficiency Regulations in accordance with §110.9(a). □ Lighting shall be controlled by a lighting control system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in JCcordJncc with §130.4(b) 1.3 All lighting controls 2nd equipment sh2II comply with the applicable requirements in §110.9 and ihall be installed in accordance with the manufacturer's instructions in accordance with §130.0\d}. □ Part-Night Outdoor Lighting Controls, as defined in Section 100.l(b), shall meet the requirements in Section 110.9(b)S. □ All outdoor incandescent luminaires rnted over 100 watts, delermined in accordance with Section 130.U(c), shall be controlled by a motion sensor. □ All outdoor luminaires rated for use with lamps ereater than 150 lamp wans, determined in accordance with Section 130.0[c), shall comply with Uplieht and Glare requiremems in accordance with Section 130.2(b). □ All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time-switch control, or other control capable of automatically switching OFF in accordance with Section 130.2(c)l. Cl All in~l~llt!d uulduur lighling ~Ii.ill Us! i11dt!p1o11dt!r1Lly umtrulld rrurn ulher elellrkol lu<1d~ Uy an i:1ulurn<1lIl od1eduli11g cur1lrQI in <1llurd<1nle with S1olliQn 1::l0.2(c)2. □ /Ill installed outdoor lighting, where the bottom oftl-le lumin;:iire is mounted 24 feet or less above the ground, stiall be controlled with automatic lighting controls in accordance with Section 130.2(c)3 □ For Outdoor Sales Frontage, an automatic lighting control sha II be installed in accordance with Section 130.2(c)4 □ For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, en automatic lighting control shall be installed in accordance with Section 130.2(c)~-IJ Before an occupan9 perrnil i~ granted for· the 11ewly constructed building or for the addition, or for any altered outdoor lighting. thr. outdoor lighling controls shall be r.ertifiPd ;is meeting thf' Ar.c.f'pt;mcf' Requirf'ments for Cod? Cnmpli;inrf' in ;iccord;rnr,p with §130.4.(a 1-Outdoor lighting rnntml~ sh;ill rnmplv with thf' applir;iblP requirements of Section 13D,2(c) and Reference Nonresidential Appendix NA7.8. AUJ,:ll>l 2016 DAlE INITIAL ENGINEER OF WORK NRCC-LT0-01-E, page 1 A.~ril 2016 STATE OF C.I\.LIFORNIA OUTDOOR LIGHTING CONTROLS CEC-NRCC-I T0-02-E ,nevi•ec 08,76', CERTIFICATE OF COMPLIANCE Outdoor Lighting Controls P,oi"' ~"""' Poinsettia Park B. Mandatory Outdoor Lighting Control Schedule and Field Inspection Checklist Outdoor Lighting Control Schedule 01 o, Tvpc/ Dcsniption of Lighting Control (i.e. outdoor motion sensor, outdoor Location and Application of photo control, outdoor astronomical time-L11minairEs Being Controlled Sl'iitch control, automatic scheduling control. p3rt-night outdoor lighting control) DAlE OJ ff of Units INITIAL REVISION DESCRIPTION OlHER APPROVAL CALlfOfO.NIA HJERGY COMMISSIOi\ @ NRCC-LT0-02-E (Page2of3) D,L,P.s,..ced 10/9/2017 ~ ~ C 0 C e C St<1nd.ird~ Curn,ilying With " ·s 0 0 ~ ~ w j✓ all that apply, or enter 'E' if Exempted) u w C u ~ ~ " " ~ w e ' C ~ 04 05 05 07 o, 09 10 11 rl N rn ~ ~ m u u u u u ;, ;,; oi oi ;,; "' Fail 0 0 0 0 0 0 Pass rn rl rn rn rn rn rn rl rl rl rl rl ~ = = ~ ~. ~ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ ALlt,:liol 2D16 "AS BUil T" P.E. EXP. DAlE REVIEWED BY: INSPECTOR DAlE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE 24 CALCULATIONS FOR: APPROVED BY: 2,0'~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEIIR1909 EXP. 9/30/19 DAlE DWN BY: I PRO.ECT NO. II DRAWING NO.I DAlE INITIAL CHKD BY: CllY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:17pm, Drawing Title: 15013_SE1.2.dwg, User ID: Neal NJA PSNJANJA11/9/17SE-1.221STA TE OF CALIFORl<IA OUTDOOR LIGHTING CONTROLS CEC-NRCC-LT0-02-E Revised OB/16' CALlrORNIA ENERGY cm,lMISSION :@:: CERTIFICATE OF COMPLIANCE NRCC-LT0-02-E Outdoor Lighting Controls (Pc1gc 3 of 3) ,-'-"'""'""'' Poinsettia Park 10/9/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I rl"rtify thar thi, CPrtifir;,tf' nf Compli;,ncP rlnrnm,cnt;,tion is atnarcte' ;,nd rnmplf'te' Ni,al Alagia Cucume,· Lalion i\ulhur Siisna lure Companv Alagia Enginai,ring Si3nature Date: 1O/B/2017 Ac dress 17743 Del Paso Dr Cb'. Cer.ificat,on ldentificat,~n l,f applicable I: E13829 Poway , CA 92064 Plwrie; 858-7 46-7 414 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the lav:s of the State of California: 1 T(u~ ir1furrm1liu11 µruvidnl u11 l11ia Clc'rliricdlic uf CurnµlidllU.' i> Lrulc' ,md curred. 2 I ;,m .-li!lible unrl!'r Divi,;ion :loft hf' Bu,in1>,;s and Prnff's>i□ns Cod;, to ~cc1>pt r1>sponsibility for ~hf' builrling d1>sign or .,y,tf'm d,,._,ign irl,,.ntifi.-d on this c,,.rtifi-:alf' nf Complianr.-(responsible designer) 3 Tile lc'nerg~ foature:; 3nd plc'rfo·mance :;i:;~cilicatior:;, mallc'ri<ll:;, compcment,. and manufocturlc'd dlc'vi:;e:; tc-r the bui dine: de:;ign or :;y:;tem dlc'~ign idlc'ntililc'd on tl"i:; Certificated Compli,1ncP rnnform to thf' r1>quirP11ent~ of Tit IP 24, P.Jr~ 1 and Part 6 ofthP C;,liforn·a Corl.-of Rf'!(.J .Jtions II The building design features or system design features identified 0,1 this Ce;tificate of Conpliance are consistent with the information provided on other applicable com Jliance d:;~ument5, work.heets, c.clculations, plgn:; and specific.ction~ submitted to the enforcement agenq for approval with thi5 building plc'rmit i1pplicatio1. 5 I will ensure that J completed ~igned copv of I his Certificate -~f Compli.:ncc sh.ill Cle made uv.iilable with the building perriit(s:, issu,~d for the building, and made av.iilablc to tl"e PnforcemPnT .,genr.y fnr :1ill .1rrlir.ible in.,pPrtio11~. I undPr<,t,1nrl rh~r ;i romplf'tPd ~ign"'rl copy .-:,f thio Certifir.,tf' of Com_Jli.incP i~ rPci11irerl tr, hP indudPrl with the rlorumenr;itinn rhp builder provides to the b~ilding owner a: occupancv. c~mpanv: Adcress C.1\'11/Stata/Lip Alagia Engineering 177 43 Del Paso Dr Poway, CA 92064 CA 3uilding E11erg.., Efficienc.v St~ndards -2016 Nonresidential Compliance Re,,pon,il:ile Oc'>igri.,, Sii;nalurn Date Si;ned Phone OCT 9 2017 E13829 8587467414 August 2016 STA TE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-LTU-u:,-E (Revised 01/11l' CALIFORNIA ENERGY COMMISSION @ Cl:H.l lrlCA 11: or COMl'llANCI: Outdoor Lightini:,: Power Allowances r-,_,crr.amepoinsettia Park C-3. WATTAGE ALLOWANCE PER SQUARE FOOT OF HARDSCAPE AREA (Ornamental Lighting)-Table 140.7-B NKCC-L I 0-03-1: (Page 3 of 4) I Date r,epaceJ 1 Q/9/2017 □ Allowance far the total site illuminated hardsc.ipe area. Luminaires qualifying for this allowance shall be rated for 100 watts or less as determined in accordance with Section 130.0(c), and shall be post-top luminaires, lanterns, pendant luminaires, or chandeliers □ It more than one luminaire type is used per location, use multiple ro1,vs tor that location 01 02103 04 osl oc I 01 I 08 I 09 ALLOTTED WATTS DESIGN WATTS Name of area for which omarnental allowarKe is '::>',uare ~eel of claimed Wattage AllcwdnCe per Square Foot Allotted WdtlS (02 X 03) Luminaire lode or s~·mbol Luminaire De>cription Lum,ndire QLantit',' Wafu per Luminaire IJes,gn Watts {07 X 03) Sum to~al allowance for ornamental lighting on the site:. C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA -Table 140.7-B 1' Allowed Watts tsm;;llerofO~ or09j 0 □ Allowances for Ruilding F.1cacles; Outdoor Sal1es I ots; Vehicle Servke Station Hard;cape; Vehicle Service Station C.inopies; S.1les Canopies; Non-sales CanopiPs; Tun npls; Guard Stations: Student Pick-up/Drop-off wne: Outdoor Dining; Special Security Lighting for Retail Parking and Pedestrian Hardscape. □ If more than one luminaire type is used per location, use multiple rows for that location 01 02 03 04 ALLOTTED WA.ITS N;,me of Loc;ition for Illuminated Watt;ige Alloltf'c Which Allowcnce is Area of Allowance per Watts Claimec Application square Foot (02 X 03} CA 3uilding En erg\' Efficiencv Stcndards -2016 Nonresidential Compliance OS Lumin.iire Code or Symbol 05 0, 08 DESIGN WATTS Lumiraire Watts per Luminairc Description Qu~n~ity Lumin.iirc 09 Design Watts (07 X 08) Sum klal allowilnce for :;pecific area on the si~lc': ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 10 Allowed Watts {smaller :;t 04 or 09'.· 0 ST ATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CE!"' NRC-LT0--03 E 'R .-c-e-,,ae d 01116 , crnTIFICATI: OF COMPLIANCI: Outdoor Li1;1htin3 Power Allow.-nce, hcje=tSa-ne Poinsctti.:i Pork D,,. Vcefaaad A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY 1. General Hardscape Ught'ng Power Allowance (Site Total from Section B of NRCC-LT0-03-Et 2. Addltlonal Specific use It or lose It" lighting Power Allowances listed In each of :hese cell; shall Cle ldentlnl to total allowed watts determined in Se~tion C-1 t::i C-4 of NRCC-_TQ-03-E PER UNIT LENGTH PER HARDSCAPE AREA l'rn Al'l'LICATI/JN (:iALE:i rnUNTAGE) (ll~\IAMENTAL Llt:HTING) l't]{ :il'ECIFIC AKEA from Section C-1 from SP.Ction C-2 from Section C-3 from Section C-1. 0 • 0 • 0 • 0 3. Sum Total ALLOWED Outdoor Lighting ','.!.Jt!Jge (Jc:d rows 1 ~nd 21 B. GENERAL HAROSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area ',Vattage Allowance !AWA) Linear Wattage AllowanH! (LWA) 01 02 0) 04 OS 06 07 Illuminated AWA Per Perimeter LEngtt of L~A per ,w, Na11ecfArea AWA [B02 X BD31 1-ic,r!lsr~r~ AIT'a S~u~rr J:10I (.;0nc•,1I l-~rrlcrc,p0 I in-,,r J:oor (An~¥ An!i1 Exterior Hardscape 11,400 0.040 456 2450 0_350 858 CA Ruilcli11g Energy Efficiency Standards - 2016 Nc-nreside11tial Compli~nce • -0 ' , NRCC-LT0--03-1: (P<1&e 1 of4) 1Offl.'2017 1. 1,834 , 2 0 3. 1,834 Initial Wattage Total General Harc'scape ;.IIowance (IWA) lighting Allowance 08 09 ,w, {Watt•,) BO'I +BO/+ Beil 520 1,834 TOT~.l 1,834 Januar·{ 2016 DAlE INITIAL ENGINEER OF WORK STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC NRCC I TO 06 E iRevic"'~ 01i13', --CALIFORNIAENERGV Cor1MISSJON @: CERTIFIC.11.TE OF COMPLIANCE Outdoor Lighting Power Allowc111ces P-ojed~ame Poinsettia Park I Date P,epa -.d 10/9,'2017 C. ADDITIONAL "USE IT OR LOSE IT" OUTDOOR LIGHTING POWER ALLOWANCES FOR SPECIFIC APPLICATIONS □ The additional specific outdl'.lor lighting pdwer allo•Nance shall be the smdller of the allowed lighting power or the c1ctual lighting power used. D u~e O•Jlduur Lii,;hling Lune (OLL:1 tho1t b ducunier1l\ld ur1 JJi:l!i!:! 1 uf N~CC-LI 0-Ul-C. Lu u1lculal1< lht! ~µedfic we ltd!!!:! c1lluwdnce:,. C-1. WATTAGE ALLOWANCE PER APPLICATION-TablE 140.7-B NRCC-L T0-03-E (Pc1ge 2 of 4) □ Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windo\.\.'5; Vehicle Service Station U11covered Fuel Dispenser, ATM Machine Lighting □ It more th;rn one luminaire ty·pe i~ used per location, use multiple rows tor that location 0:1 02 03 °' 05 06 o, 08 09 '° AUOTTED WATTS DESIGN WATTS Wutt.i~e Name of Locatio 1 for Number of Allowance per Allotted Luminaire A lowEd Watts Which Allowance is Qualifying Qualifying Watt:; Code or Luminaire Watts :ier D~sign Watts (smaller of 04 or Claimed Locations Lorntion (02 x 03) Symbol Luminaire Description QL'imti-:'/" Luminaire (07 ~ 08] 09) Sum total allowance per app ication on this site: O C-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sale~ Frontage) from Titble 140.7-B □ If more than one luminaire type is used per location, lIse muh:iple rows for that location 01 02 o., 04 ,].~ 06 0, 08 09 10 ALLOTTED WATTS DESIGN WATTS Name of Location for Wattage Allotted Lumlnalre Allowed Watts Whid1 Alh.JWdllU' i> Lirn.e;,r F!.!d ur Alluwdril·'-' P'-'1 W;,ll> c,_,,_1,_, or L,;r11i11cirl' Wdll> µ!.!r Oe,~ii,:11 Wclb (,ri,clkr uf 04 u, Cl,;imf'fi S;,leo FrontagP Line;,r Foot (02x Ol) Symbol LuminairP DP>uiption Quantity Lumin;,irf' (07 KOR) 09} Su111 Luldl alllJWdllU! ru1 >dl<c>~ r,m1Ld!',~ Uri LIie' cilc':. 0 CA Building Energy Efficiency Standards -2016 Nonresidential Compliance Januarv 2G16 "AS P,E. EXP. REVIEWED BY: INSPECTOR BUil T" I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE 24 CALCULATIONS FOR: DAlE DAlE I SHEETS I APPROVED BY: 2,0'~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEIIR1909 EXP. 9/30/19 DAlE DWN BY: I PRO.ECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:18pm, Drawing Title: 15013_SE1.3.dwg, User ID: Neal NJA PSNJANJA11/9/17SE-1.322ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC NRCC LTO 03 E !Revised 01116) CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION :@: NRCC-L T0-03-E Outdoor Lighting Power Allowances (Page 4 of 4) Croject NaTie: Poinsettia Park I Date ('r~pared, 10/9/2017 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I. I certify that this Certificate of Compliance documentation is accurate and complete. Documerrt.otian /\uthor N~me: □.acurrentation :1uthc-r Signature: ~ Neal Alagia Comp;rny: Alagia Engineering s,~nal .,,,., l)atf'. 1 0/9/2017 p Arldrt'.',S 17743 Del Paso Dr CFA rrlifir~I ion lrlrntific~I inn lif ~pplic~hlr>]: E13829 Cily/Sl~ldZip Poway , CA 92064 Plil.lror:: 858-7 46-7 414 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I. The inforrmition provided on this Certificate of Cornpli;rnce is true ;md correct 2. I om eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials. components, and manufactured devices for the building design or ;;ystem design identified on this Certificate of Compli.:incc conform to the requirements ofTitlc 24, P.:irt 1 und Purt 6 of the Culiforni.:i Code of Regulc1tions. 4. The building design reaLures or syslem design reaLure,; idenLiried on Lhis CerLiricale o( Compliance ,:ir·e consisLenL wiLh Lhe inrormaLion provided on oLher applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner ilt occup;:incy. F:espo,,sible Designer Signature; ~ Responsible Designer N.:me: Neal Alagia Companv: Alagia Engineering D~t~Sign~d· 10/9/2017 C ~ Add,e-ss· L,.cen.s» 17743 Del Paso Dr E13829 City/Statc-/Zip Phone: Poway, CA 92064 8587467414 CA Building Energy Efficiency Standards -2016 Nonresidential Compliance January 2016 DAlE INITIAi. ENGINEER OF WORK TITLE 24 ELECTRICAL COMPLIANCE FORMS: i ~ 0 d "' 0 ,; NRCC-ELC-01-E Electrical Enforce Certificate of Compliance -0 0 Agency Disaggregation ofEloctrical Cin:uits NRCC-LTI-01-E Lighting -Indoor Enforce Certificate of Compliance and Field 0 0 Agency Inspection Checklist: NRCC-LTI-02-E Lighting -Indoor Enforce Certificate of Compliance -Lighting 0 0 Agency Controls Credit Worksheet NRCC-LTI-03-E Lighting -Indoor Enforce Certificate of Compliance -Indoor 0 0 Agency Lighting Power Allowimce NRCC-LTI-04-E Lighting -Indoor Enforce Certificate of Compliance-Tailored 0 0 Agency Method Worksheet NRCC-LTI-05-E Lighting -Indoor Enforce Certificate of Compliance -Line Vollage 0 0 Agency Track Lighting Worksheet NRCC-LTD--01-E Lighting -Outdoor Enforce Certificate of Compliance-Outdoor • 0 Agency Lighting NRCC-LTD--02-E Lighting -Outdoor Enforce Certificate of Compliance-Outdoor • 0 Agency Lighting Controls NRCC-LTD--03-E Lighting -Outdoor Enforce Certificate of Compliance-Outdoor • 0 Agency Lighting Power Allowimce TITLE 24 ELECTRICAL CERTIFICATES OF INSTALLATION REQUIRED TO BE OBTAINED BY CONTRACTOR NRCI-ELC-01-E Electrical Enforce Certificate oflnstallation Electrical 0 Agency Power Distribution NRCI-LTI-01-E Lighting -Indoor Enforce Certificate oflnstallation-Validation of 0 Agency Certificat.e ofCmnpliance Enforce Certificat.e oflmrtallation -Energy NRCI-LTI-02-E Lighting -Indoor Agency Management Control System or Lighting 0 Control System. NRCI-LTI-03-E Lighting -Indoor Enforce Certificate oflnstallation Line-Voltage 0 Agency Track Lighting NRCI-LTI-04-E Lighting -Indoor Enforce Certificate oflnstallation-Two 0 Agency Intcrlm:kcd Lighting Systems NRCI-LTI-05-H Lighting -Indoor HERS Certificate oflnstallation Powe, 0 Ran, Adjll!ltmcnt Factors NRCI-LTI-06-E Lighting -Indoor Enforce Certificate oflnstallation Additional 0 Agency Vidi:aconforcm:c Studia Lighting NRCI-LT0-01-E Lighting -Outdoor Enforce Certificate oflnstallation Outdoor • Agency Lighting NRCI-LT0-02-E Lighting -Outdoor Enforce Certificate oflnstallation EMCS-• Agency Lighting Control System TITLE 24 ELECTRICAL CERTIFICATES OF ACCEPTANCE: REQUIRED TO BE OBTAINED BY CONTRACTOR NRCA-LTI-02-A Lighting -Indoor Accept Lighting Controb 0 Tech NRCA-LTI-03-A Lighting -Indoor Accept Automatic Daylighting 0 Tech NRCA-LTI-04-A Lighting -Indoor Accept Demand Responsive Lighting C'.ontrols 0 Tech NRCA-LTO-02-A Lighting -Outdoor Accept Outdoor Motion Sensor and Lighting 0 Tech Shut-aff Controls INSTALLATION & ACCEPTANCE NOTES CERllFICAlES OF ACCEPTANCE {NRCA) AND All REI.Alm ACCEPTANCE DOCUMENTS SHAil BE COMPl.£1ED BY lHE INSTALLING CONlRACTOR AND SUBMITlED TD lHE FIELD INSPECTOR DIRNG CONSlRUCllON. CERllFICAlE OF OCCUPANCY 'MLL NOT BE ISSUED lMllL lHESE FORMS ARE REVIEWED AND APPROVED. NSTAUATION CER11FICA1ES {NRCIJ MUST BE COMPLElED FOR ALL BUILDINGS BY lHE PERSON Wl1H lHE OVERALL RESPONSIBILITY FOR CONSlRUCllON OR lHE PERSON{S) RESPONSIBI.£ FOR lHE INSTAUATION OF MATERIALS. A CfPY OF lHE INSTAUATION CERllFICAlE(SJ SHALL BE POSlED, OR MADE AVAILABLE 'MlH lHE BUILDING PERMll(s) ISSUED FOR lHE BULDING, AND SHALL BE MADE AVAILABLE TD lHE 01\NER FOR ALL APPLICABLE INSPECTIONS. I SHEET I "' z • • • • • • 0 0 0 NIA • • • • • • • 0 0 NIA • • • • "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE 24 CALCULATIONS FOR: DAlE DAlE I SHEETS I APPROVED BY: 2,0'~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEIIR1909 EXP. 9/30/19 OAlE DWN BY: I PRO.ECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAi. CHKD BY: REVISION DESCRIPTION OlHER APPROVAi.. CllY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 10/03/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:10pm, Drawing Title: 15013_SE2.dwg, User ID: Neal XXX XXXXXXXXXXXXXX XXX XXXX X X XX X X X X X XXXX XX XKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0NJA PSNJANJASE-3.01/27/17XXX XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X XXXX X XXXKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0SE-3.0SE-5.1SE5.25 10 201" = 10'-0"SCALE :0ELECTRICAL SITE PLANSE-2.023r r ' I I • • 0 • ,,; : 'l I • 'l w V) '" t;:; w /_.:, :,: V) I'• ~ • ~ • • w • "' -::/:: / 110 SECURITY NETWO K S REFER TO DETAIL 1 S SE-B.O I I I I , I I I I I I I I I I I , I I I TCH I I ET I I ' I I --------------/ / I I EXIS TRANSFO R 'TC' "?Ii.,:~-EXISITNG '-' ANEL 'pc' ~~ •••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• . -i @X0 0 0 \ \ \ INTERCEPT EXISTING LIGHTING CIRCUIT AT EXISTING PULL BOX ANO EXTEND AS SHOWN. 0 0 \ \--------1 I I I I I I I I I 0 0 CD © ® ® 0 .,; I w V) f-w w :,: V) ~ 0 "' ~ w "' ® ® @ ® KEYNOTES EXISTING MANHOLE TO REMAIN. REUSE EXISTING CONDUIT FROM MANHOLE TO ELECTRICAL CLOSET AT COMFORT STATION AS WELL AS EXISTING 2• AND 1-1/4" CONDUIT FROM MANHOLE TO HANDHOLE AT DOG RUN FOR CIRCUITS TO NEW POLE MOUNTIED FIXTURES. HANDHOLE WITH METAL COi/ER. REFER TO DETAIL 3/SE-6.0. PROVIDE 2 #IO CONTROL WIRES IN EXISTING 1 "C. FROM MUSCO CONTROL PANEL IN MAIN ELECTRICAL ROOM TO NEW RELAY AT COMFORT STATION ELECTRICAL ROOM. REFER TO SHEET SE-5.0 AND DETAIL 1/SE-6.0. USE EXISTING SPARE (2) 2"C TO ROUTE NEW LIGHTING AND BRANCH CIRCUITING INTO ELECTRICAL ROOM AND TO ASSOCIATED PANELS. USE SEPARATE SPARE CONDUIT TO ROUTE CCTV CABLING INTO ELECTRICAL ROOM. ROUTE CONDUIT AROUND EXISTING TREE ROOT BALL CLOSE TO SEAT WALL HAND DIG TO DAMAGE AS LITTLE AS POSSIBLE OF EXISTING TREE ROOT SYSTEM. PROTECT EXISTING CONDUIT IN PLACE WHERE NEW FOOTINGS FOR RETAINING WALLS OR SEAT WALLS ARE TO BE INSTALLED. REPAIR ANY DAMAGE TO BRANCH CIRCUITING OR FEEDERS. PLEASE NOTE SEI/ERAL EXISTING FEEDERS AND BRANCH CIRCUITS ARE ROUTED FROM THE RESTROOM BUILDING ELECTRICAL ROOM TO VARIOUS PARTS OF THE PARK. USE LOCATING DEVICE TO IDENTIFY EXISTING RUNS. COORDINATE WITH GENERAL CONTRACTOR. NUMEROUS EXISTING CONDUIT RUNS FROM EXISTING MANHOLES TO PARKING LOT AND TENNIS COURTS. EXACT LOCATION AND DEPTH OF RUNS ARE UNKNOWN. NUMEROUS EXISTING CONDUIT RUNS FROM EXISTING MANHOLES TO SOCCER FIELD, EXACT LOCATION AND DEPTH OF RUNS ARE UNKNOWN, NUMEROUS EXISTING CONDUIT RUNS FROM EXISTING MANHOLES TO MAIN SERVICE ELECTRICAL ROOM AND OTHER AREAS OF THE PARK. EXACT LOCATION AND DEPTH OF RUNS ARE UNKNOWN. PROVIDE DEVICE AS SHOWN IN CONCRETE BOLLARD. REFER TO DETAIL 1/SE-9.0. VERIFY EXACT LOCATION WITH ARCHITECT. DEVICE IS TO SIT CLOSE TO SITE FURNISHINGS SO AS TO NOT BE A TRIP HAZARD. I""-1 1/4"C. -SPARE f & 1 1/4"C. -SECURITY CAMERA CABLE PROVIDE 30AMP-3P CONTACTOR IN RELAY PANEL FOR CONTROL OF CIRCUIT LC1-7,9,11 SOCCER FIELD LIGHTING. CONTACTOR TO BE CONTROLLED BY MUSCO LIGHTING PANEL. REFER TO DETAIL 1/SE-6.0 AND SHEET SE-5.0. ----ALAGIA ENGINEERING 17743 DEL PASO DR (858}-746-7414 nalagia@san.rr.com AEI#15013 LC2-23, 2#8+ P0-20, 2 IN EXISTI --11 __ _ 11 \I \I I I \ \ 0 I I I I I I I I I I I --1'1----#10 1 1(~"C. -SPARE iY'INlvc, 1/ 14"C. -SECURITY CAMERA CABLE SCALE: 1"=10'-0" --HAND DIG OR BORE UNDER EXISTING TREE ROOTS WHERE REQUIRED TO INSTALL CONDUITS. COORDINATE ROUTING WITH ALL OTHER UTILITIES. MAINTAIN MINIMUM 12 INCH SEPARATION WITH GAS OR WATER LINES. ALL LIGHTING SHALL BE DESIGNED AND INSTALLED TO REDUCE LIGHT SPILLAGE AND SHALL BE ORIENTED TOWARDS THE ACTII/E USE AREAS TO MINIMIZE GLARE TO SURROUNDING USES AND TO SHIELD SENSllll/E RESOURCES. INCWDE PROVISIONS FOR SECURITY CAMERA INCLUDING DUAL CHANNEL POLE AND MOUNTING PLATE. REFER m DETAIL 2/SE-9.0. REMOVE AND SALVAGE EXISTING PEDESTRIAN LIGHTING POLE MOUNTED FIXTURES IN THIS AREA AND RETURN TO OWNER. REMOVE ENTIRE FIXTURE INCLUDING BASE. "AS BUil T" P.E. ---EXP.----DATE REVIEWED BY: INSPECTOR DATE l-----t--+-----------+-----t---+---+-----11 SHEET I CITY OF CARLSBAD I SHEETS 1 PARKS & RECREATION DEPARTMENT ;==::.::::=========:..:::::=:::::; ELECTRICAL SITE PLAN FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SDG PROJECT NO: 15-405PLT DATE: 10/03/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 10:15pm, Drawing Title: 15013_SE-3.0.dwg, User ID: Neal XXX XXXXXXXXXXXXXX XXX XXXX X X XX X X X X X XXXX XX XKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0NJA PSNJANJASE-3.011/9/17XXX XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X XXXX X XXXKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0SE-3.0SE-5.1SE5.20 10 20 401" = 20'-0"SCALE :ELECTRICAL SITE PLANSE-3.0241-1/4"C -SPARR<! • AMERA CAB-~-. -----------------------------------------·-----------------------------~-~;:7~~~~~~;;:;;~;-------------------------~-~-----------'I' \ \ \ \ I \ \ \ \ \ \ \ I 138 Exp. 6-30-18 \ \ \ \ <? rem 1 <;,'0-_,,; ~/,~~-"=~~R-"' LC2-17,19, 1"C-2#8+1#8 EG 1-1/4"C -SPARE / ---...____ / I I ..._ ---------ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 ..._ ' \ I / :@ SCALE: 1"=20'-0" NORTH EB mm @11~"----I I I I I I I I I I I I I I I I I I I I I I I I I ' HANO DIG OR BORE UNDER ALL LIGHTING SHALL BE DESIGNED EXISTING lREE ROOTS WHERE AND INSTALLED TO REDUCE LIGHT REQUIRED TO INSTALL CONDUITS. SPILLAGE AND SHALL BE COORDINAlE ROUTING WITH ALL ORIENTED TOWARDS THE ACTII/E OTHER UTILITIES. MAINTAIN USE AREAS TO MINIMIZE GLARE MINIMUM 12 INCH SEPARATION TO SURROUNDING USES AND TO WITH GAS OR WA lER LINES. SHIELD SENSITII/E RESOURCES. DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT ELECTRICAL SITE PLAN FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. II DRAWING NO.I CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 10:31pm, Drawing Title: 15013_SE4.dwg, User ID: Neal XXX XXXXXXXXXXXXXX XXX XXXX X X XX X X X X X XXXX XX XKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0NJA PSNJANJASE-3.011/9/17XXX XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X XXXX X XXXKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0SE-3.0SE-5.1SE5.20 10 20 401" = 20'-0"SCALE :ELECTRICAL SITE PLANSE-4.025PEDESTAL ENLARGED PLANREFER TO SHEET SE-3.0 138 Exp. 6-30-18 <? rem 1 <;,'0-_,,; ~/,~~-"=~~R-"' / ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 rr SCALE: 1"=20'-0" NORTH ---@ 0 EX HAND DIG OR BORE UNDER EXISTING TREE ROOTS WHERE REQUIRED TO INSTALL CONDUITS. COORDINATE ROUTING WllH ALL OTHER UTILITIES. MAINTAIN MINIMUM 12 INCH SEPARATION WITH GAS OR WATER LINES. DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G) ® 0 ® 0 ® ® KEYNOTES PULLBOX WllH METAL COVER. REFER TO DETAIL 3/SE-6.0. MAINTAIN aRCUlllNG TO EXISTING PEDESTRIAN FIXTURES, REPAIR DAMAGE TO BRANCH CIRCUITING OR CONDUIT IF REQUIRED DURING CONSTRUCTION. PROVIDE NEMA 3R 30A/2P DISCONNECT SWITCH AT SCOREBOARD AND CONNECT TO SCOREBOARD AS REQUIRED. COORDINATE WllH ARENA CONTRACTOR. MAKE ALL CONNECTIONS TO ALL PANELS AT SCOREBOARD. MOUNT UNDER SCOREKEEPERS TABLE. COORDINATE WllH ARENA CONTRACTOR. REFER TO DETAIL 1/SE-9.0. PROVIDE DUPLEX RECEPTACLE AND SCOREBAORD CONTROL CONNECTION IN 4 INCH SQUARE BOX. PROVIDE BARRIER BETWIEEN 120V RECEPTACLE AND SCOREBOARD CONTROL HOOK UP DEVICE. PROVIDE 1·c.o. FROM LIGHTING STANDARD TO COMMUNICATIONS SECTION HANDHOLE ADJACENT TO FIXTURE FOR SECURllY CAMERAS, ROUTE 1 "C FOR SCOREBOARD CONTROLS TO SCOREBOARD AS DIRECTED BY MANUFACTURER. MOUNT GFl RECEPTACLE BEHIND LOCKABLE STAINLESS STEEL COVER. ROUTE CONDUIT EXPOSED UP VERTICAL I-BEAM OF SCOREBOARD TO TOP OF SCOREBOARD. INSTALL SECURllY CAMERA AT TOP OF SIGN. MAINTAIN A MINIMUM OF 12 INCH SEPARATION BETWIEEN WATER PIPING AND ELECTRICAL CONDUIT. COORDINATE WllH GENERAL CONTRACTOR AND REFER TO SHEETS C1.3 AND C1 .4. LIGHT FIXTURE@ 1 I PEDESTAL 'PED' SCALE: 1/8"=1'-0" ALL LIGHTING SHALL BE DESIGNED "AS BUil T" AND INSTALLED TO REDUCE LIGHT SPILLAGE AND SHALL BE ORIENTED TOWARDS lHE ACTIVE USE AREAS TO MINIMIZE GI.ARE P.E. EXP. TO SURROUNDING USES AND TO SHIELD SENSllll/E RESOURCES. REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT ELECTRICAL SITE PLAN FOR: DATE DATE I SHEETS I APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/19 DATE DWN BY: I PROJECT NO, II DRAWING NO.I DAlE INITIAL DAlE INITIAL CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 10:33pm, Drawing Title: 15013_SE4.1.dwg, User ID: Neal KEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0NJA PSNJANJASE-3.011/9/17XXX XXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X XXXX X XXXKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0SE-3.0SE-5.1SE5.20 10 20 401" = 20'-0"SCALE :PHOTOMETRIC CALCULATIONS - SPORTS LIGHTINGSE-4.1260,0 + p.o 0,0 + p.o 0,0 + p.o 0,0 0,0 + + p.o 0,5 + ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 0,0 0,0 0,0 0,0 0,0 0,0 + + + + + + p.o p.o 0,2 .... + -----...... 2,. ............. a.o. 0,2 -----+ ---------,--------------------- --------------~2 f6 9 _;30 _;32 _;38 9 _;35 _;30 f9 I f+-+-+-~'--------""~~c...___ ~B f 5 I SCALE: 1"=20'-0" 0,0 + p.o -------.. .... .... ' ' ' • _;34 40 + 9 _;34 _;34 _;34 _;34 9 _;34 jO NORTH .... .... .... 0,0 + p.o ,2 DAlE INITIAL ENGINEER OF WORK 0,0 + p.o 0,0 + 0,0 + p.o 0,0 + p.o 0,0 + ,,_________, I I I I I REVISION DESCRIPTION C + ( + ( + ( + DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT ELECTRICAL PHOTOMETRIC PLAN FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. II DRAWING NO.I CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 10/03/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:23pm, Drawing Title: 15013_SE5.0.dwg, User ID: Neal NJA PSNJANJA11/9/170 20 40 801" = 40'-0"SCALE :ELECTRICAL SITE PLANSE-5.0MAIN ELECTRICAL ROOM PLAN DETAIL27Et I 0 A A --------------------0 7 PROVIDE 2 #10 CON OL CONDUCTORS IN EXISTING 1" SPARE C NDUIT. -------------I I I I I I I I -----\ \ ------) \ \ \ ------------\ \ \ -----------------------\ \ __..---------\ \ __ ..---------\ --EXISTING COMMUNICATI;;i --/ ~ PULL BOX TO REMAIN f~ ~ USED FOR CAME EXISTING POWER PULLBOX TO ~ REMAIN. PRO E SECURITY CABLE IN EXISTING SPARE 2"C. 0 EXCAVATE AND REROUTE EXISTING 2" SPARE COND FROM EXISTING COM MUNI CA TI9NS EXISTI OWER: __r.14ll \II #1O-CON!ROL CONDUCTORS OM RELAY PANEL 'A''lt•LCOMFORT STATION ELEClRICAL ROOM TO-Ml!§CO MAIN CONlROL PANEL IN MAIN ELEClRICAl--ROOM. ROUTE IN EXISTING 1" SPARE CONDUIT. ~ REFER TO SHEET SE-2.0, DETAIL SHEET SE-8.0 AND ENLARGED PLAN THIS SHEET. ~NORTH =sc=A=LE=: =1·===40=,_=o=·======== EB ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 I I I I 1~--J I ,, I I I/ / I I I I I I I I 12#6+1#6 EG IN EXISTING 2"C. EXISTING COMMUNICATIONS PULL BOX TO REMAIN (TYP). I I I I PROVIDE SECURITY CAMERA CABLE IN EXISTING SPARE 2"C. I I I I I I I I I I I I I I I I I I I I I I I J REFER TO ENLARG D SCALE PLAN THIS HEET 12#6+1#6EG IN EXISTING 2"C; LB-32,34,36,38,40, 2. AND EXISTING 2"C. WITH SECURITY CABLING. EXISTING (2) 2"C STUB7JPS-IN EXISTING MUSCO CONTROL PANEL. USE EXISTING SPARE ZONE AND LABEL AS 'SOCCER ARENA', USE EXISTING ZONE CONTROLLING TENNIS COURT LIGHTS TO CONTROL PICKLEBALL LIGHTS IAS WEL . EXISTING MAIN ELECTRICAL // SERVICE TO REMAIN / / / / /'I / / I / / I COMMUNICATIONS ROOM ._ ~~~,~:_ ___ ---,~ SECURITY CAMERA SWITCH AND CITY NETWORK CONTROLS. --~~~°7r~e;'. 2#10 CONTROL WIRES IN EXISTING 1 "C. PROVIDE 24"X24"X6"D CONTACTOR CABINET WITH SIX 20AMP RATED CONTACTS CONTROLLED VIA MUSCO PANEL FOR CONTROL OF PICKLE BALL LIGHTS. USE EXISTING SPARE 3/4" CONDUIT TO ROUTE 2#10 CONTROL WIRES FROM PULL BOX )P CONTROL PANEL. / EXISTING MUSCO RELAYS AND PULL BOX WHERE._ EXISTING SPARE CONDUIT COMES UP INTO ROOM. PROVIDE 3/4"C-2#12+1#12EG FROM NEAREST 120V CIRCUIT TO ROOF MOUNTED SECURIU'.= CAMERA TRANSMITTER AND CONTROLS IN COMMUNICATIONS ROOM. EXISTING PANEL 'LB'. EXTEND EXISTING STUB UP WITH 2"C.-12#6+1#6EG; LB-32,34,36,38,40,42. NORTH =sc=ALE=: =1/=e==·==1:;::•_=o·~=================t@~E=1;;-5,o~ EB "AS BUil T" P.E. ---EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I 1---+---+--------------+----t-----t---t---. PARKS & RECREATION DEPARTMENT 1-----+---+--------------+----t------t---t-----i ELECTRICAL OVERALL SITE PLAN FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY; __ RVWD BY: XX X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX7228SE-5.1KEYNOTESDG PROJECT NO: 15-405PLT DATE: 10/03/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 10:27pm, Drawing Title: 15013A_SE5.2 ELECTRICAL PICKLEBALL SITE PLAN.dwg, User ID: Neal XXX XXXXXXXXXXXXXX XXX XXXX X X XX X X X X X XXXX XX XKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0NJA PSNJANJASE-3.011/9/17XXX XXXX XXX XXXXXXX X X X X X X X X X X X X X X X X X XXXX X XXXKEY MAPN.T.S.L-1.3SE-4.0SE-4.1SE-2.0SE-3.0SE-5.1SE5.2@ EX @1:J'. EX @1:J'. EX @1:J'. ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 DATE INITIAL ENGINEER OF WORK REVISION CESCRIPTION CD COORDINAlE INSTALLATION WITH PAVING AND STRIPING. REFER TO ARCHl1EC1URAL DETAILS. TYPICAL FOR ALL TYPE S5 AND L1 FIXlURES. PROVIDE ROTARY TIMER HEAVY DUTY NEMA 3R SWITCH IN POLE AT 44" AFF FOR CONTROL OF LIGHTS AT RESPECTIVE COURT. TIMER TO ALLOW FIXlURES TO BE lURNED ON FOR A MAXIMUM OF TWO HOURS. INCWDE WEATHERPROOF COVER. COORDINA 1E EXACT TIMER STYLE AND TYPE WITH OWNER. ROUlE 1'C-2flD+1flOEG TO EXISTING PEDESTRIAN LIGHTING CIRCUIT. CUT INTO EXISTING UNDERGROUND BRANCH CIRCUIT AND PROVIDE SPLICE BOX TO EXTEND CIRCUIT TO NEW FIXlURES. © ROUlE TO EXISTING PULL BOX IDENTIFIED BY KEYNOlE 1 ON SHEET SE-5.0. ® ® 0 ® ® @) @ DATE INITIAL OTHER APPROVAL 1"C-2#8+1f8EG 1"C-3#8+1f8EG 1"C-4#8+1f8EG 1"C-5#8+1f8EG 1-1/4"C-6#8+1#8EG 1-1/4"C-7f8+1f8EG INCLUDE PROVISIONS FOR FUlURE SECURITY CAMERA INCLUDING DUAL CHANNEL POLE AND MOUNTING PLA lE. REFER TO DETAIL 2/sE-9.0. "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT ELECTRICAL SITE PLAN FDR: DATE DATE I SHEETS I APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 61909 EXP. 9 30 19 DATE DATE INITIAL OWN BY: __ _ CHKD BY: __ _ PROJECT NO. DRAWING NO. CITY APPROVAL RVWD BY: Luminaire ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescriptionLum. WattsArr. WattsTotal Watts16XLCM-3-LED-SS-CW DBLBACK-BACKN.A.0.90022' MOUNTING HEIGHT180.8361.65785.6Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinCOURTSIlluminanceFc34.0155.020.81.642.64OFFSITEIlluminanceFc1.889.50.118.8095.00OUTSIDE COURTSIlluminanceFc17.9352.72.08.9726.350.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 1.0 1.1 1.3 1.4 1.4 1.5 1.5 1.6 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.4 1.2 1.1 0.9 0.8 0.8 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.10.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.2 1.3 1.5 1.8 2.0 2.0 2.1 2.2 2.3 2.5 2.6 2.6 2.5 2.5 2.5 2.6 2.6 2.4 2.3 2.2 2.1 2.1 1.9 1.7 1.5 1.3 1.2 1.0 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.10.3 0.4 0.5 0.6 0.8 1.0 1.2 1.5 1.6 1.9 2.2 2.6 2.9 3.0 3.0 3.1 3.3 3.7 3.8 3.8 3.6 3.6 3.7 3.8 3.8 3.6 3.4 3.2 3.1 3.1 2.8 2.5 2.1 1.8 1.7 1.4 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.1 0.10.3 0.4 0.6 0.8 1.0 1.3 1.6 2.0 2.3 2.6 3.2 3.7 4.1 4.3 4.4 4.4 4.8 5.2 5.4 5.3 5.2 5.0 5.3 5.5 5.5 5.2 4.8 4.6 4.5 4.4 4.0 3.6 2.9 2.5 2.2 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.10.3 0.5 0.6 0.9 1.2 1.6 2.1 2.5 3.0 3.3 4.2 5.0 5.6 5.8 5.9 5.8 6.6 6.9 7.3 7.1 6.9 6.6 7.1 7.37.47.1 6.4 6.1 6.2 6.05.5 4.73.8 3.3 2.7 2.3 1.8 1.4 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.10.3 0.5 0.7 1.0 1.4 1.9 2.4 3.0 3.6 4.2 5.2 6.5 7.2 7.7 7.5 7.3 8.2 9.1 9.3 9.2 8.5 8.3 8.9 9.5 9.5 9.2 8.1 7.7 8.1 7.8 7.1 5.9 4.6 4.0 3.4 2.7 2.1 1.5 1.1 0.8 0.6 0.4 0.3 0.2 0.2 0.10.3 0.5 0.7 1.0 1.4 2.0 2.7 3.4 4.1 5.0 5.87.78.62.2 1.6 1.2 0.8 0.6 0.4 0.3 0.2 0.2 0.10.3 0.5 0.7 1.0 1.5 2.0 2.9 3.62.4 1.7 1.3 0.9 0.6 0.4 0.3 0.2 0.2 0.10.4 0.5 0.8 1.2 1.6 2.4 3.3 4.32.9 2.01.51.0 0.7 0.5 0.3 0.2 0.2 0.10.4 0.6 0.9 1.4 2.0 2.9 4.13.7 2.5 1.8 1.2 0.7 0.5 0.4 0.3 0.2 0.10.5 0.6 1.01.72.5 3.84.8 3.2 2.11.40.9 0.6 0.4 0.3 0.2 0.10.5 0.7 1.2 1.9 2.9 4.63.6 2.4 1.5 0.9 0.6 0.4 0.3 0.2 0.10.5 0.7 1.2 1.9 2.94.73.6 2.41.50.9 0.6 0.4 0.3 0.2 0.10.5 0.7 1.1 1.8 2.84.42.3 1.5 0.9 0.6 0.4 0.3 0.2 0.10.5 0.71.1 1.72.6 3.92.31.50.9 0.6 0.4 0.3 0.2 0.20.5 0.7 1.1 1.8 2.7 4.12.6 1.7 1.1 0.7 0.5 0.3 0.2 0.20.6 0.8 1.3 2.1 3.2 4.93.2 2.0 1.3 0.8 0.6 0.4 0.3 0.20.6 0.9 1.5 2.4 3.6 5.63.5 2.3 1.4 0.8 0.6 0.4 0.3 0.20.6 1.0 1.6 2.5 3.8 6.03.6 2.31.50.9 0.6 0.4 0.3 0.20.6 0.9 1.5 2.4 3.65.53.3 2.2 1.4 0.9 0.6 0.4 0.3 0.20.6 0.91.42.2 3.24.73.1 2.1 1.3 0.8 0.6 0.4 0.3 0.20.6 0.9 1.3 2.1 2.9 4.33.0 2.1 1.3 0.8 0.6 0.4 0.3 0.20.6 0.9 1.3 2.1 3.14.53.3 2.21.40.9 0.6 0.4 0.3 0.20.6 0.9 1.5 2.3 3.4 5.23.7 2.5 1.6 1.0 0.6 0.4 0.3 0.20.6 0.91.52.4 3.7 5.83.9 2.6 1.6 1.0 0.6 0.4 0.3 0.20.6 0.9 1.5 2.4 3.65.53.7 2.4 1.5 0.9 0.6 0.4 0.3 0.20.6 0.8 1.3 2.1 3.23.2 2.1 1.3 0.8 0.6 0.4 0.3 0.20.5 0.7 1.1 1.8 2.62.7 1.8 1.1 0.7 0.5 0.4 0.3 0.20.5 0.6 1.0 1.6 2.42.6 1.7 1.1 0.7 0.5 0.3 0.2 0.20.5 0.6 1.0 1.6 2.52.9 1.9 1.1 0.7 0.5 0.4 0.2 0.20.5 0.6 1.1 1.8 2.73.0 2.0 1.2 0.7 0.5 0.3 0.2 0.20.5 0.7 1.1 1.8 2.72.9 1.9 1.2 0.7 0.5 0.3 0.2 0.20.4 0.6 1.0 1.6 2.52.5 1.7 1.1 0.7 0.5 0.3 0.2 0.20.4 0.6 0.8 1.3 2.02.0 1.4 0.9 0.6 0.4 0.3 0.2 0.20.4 0.5 0.7 1.1 1.61.7 1.2 0.8 0.5 0.4 0.3 0.2 0.10.3 0.5 0.7 1.01.42.0 2.8 3.64.42.11.5 1.10.7 0.5 0.4 0.3 0.2 0.10.3 0.4 0.7 0.9 1.3 1.8 2.6 3.3 4.12.7 2.0 1.4 1.0 0.7 0.5 0.4 0.3 0.2 0.10.3 0.5 0.6 0.9 1.3 1.8 2.4 3.0 3.6 4.3 5.0 6.77.48.0 7.8 7.6 8.2 9.3 9.5 9.5 8.8 8.3 8.5 9.4 9.4 9.25.3 4.2 3.6 3.0 2.4 1.91.41.0 0.7 0.5 0.4 0.3 0.2 0.10.3 0.4 0.6 0.9 1.2 1.6 2.1 2.5 3.0 3.4 4.2 5.2 5.8 6.2 6.4 6.0 6.7 7.3 7.6 7.5 7.2 6.6 7.0 7.3 7.4 7.1 6.7 5.8 5.9 5.8 5.6 5.0 4.3 3.4 3.0 2.5 2.1 1.6 1.3 0.9 0.7 0.5 0.3 0.3 0.2 0.10.3 0.4 0.6 0.8 1.0 1.31.72.0 2.4 2.7 3.2 3.94.44.6 4.8 4.6 5.05.5 5.75.65.55.2 5.35.5 5.55.3 5.04.5 4.44.34.13.7 3.2 2.6 2.2 2.0 1.6 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.10.3 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.7 2.0 2.4 2.7 3.1 3.3 3.3 3.3 3.6 3.9 4.0 4.0 3.9 3.7 3.8 3.9 3.9 3.8 3.5 3.2 3.1 3.1 2.9 2.6 2.3 1.9 1.6 1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.10.2 0.3 0.4 0.5 0.6 0.8 0.91.11.21.41.6 1.9 2.1 2.2 2.2 2.3 2.4 2.6 2.8 2.7 2.6 2.6 2.6 2.7 2.7 2.6 2.4 2.2 2.1 2.1 2.0 1.8 1.61.41.2 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.10.2 0.3 0.3 0.4 0.5 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EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ELECTRICAL PICKETBALL PHOTOMETRIC PLAN FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE#61909 EXP. 9 /30 /19 DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION CESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:35pm, Drawing Title: 15013_SE6.0.dwg, User ID: Neal NJA PSNJANJA11/9/17To Existing lighting circuitsExistingRelayCabinet 'A'Off-On-Autokeyed switchesDigital cellularantennaExistingControl andMonitoringcabinetTYPICAL FIXTURE DETAILSPORTS LIGHTING CONTROL DETAILSYARD BOX DETAILExistingPanel 'LC1'Route Control CablingFrom ExistingMUSCO Cabinet forControls ThroughExisting Conduit.Switched Lighting Circuitsto Sports Lighting FixturesSE-6.030HANDHOLE DETAILNOTESProvide Relay toMatch Existing InExisting RelayCabinet 'A' for Controlof Soccer Field Lights.ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 I"\ I .. I I o I I RI I I \ I "" u I NO SCALE G) REINFORCED PRECAST GRADE MOUNlED J.JNCTION BOX. PROVIDE WllH OPEN BOTTOM. CAST IRON COVER SHALL INSTALL FLUSH IN TOP OF GRADE JUNCTION BOX. FURNISH TOP OF COVER WITH CHECKERED SURFACE, LIFTING SLOTS AND PENTA-HEAD STAINLESS SlEEL BOLTS. NO SCALE I 22.25" BOND #6 AWG STRANDED COPPER EQUIPMENT GROUND TO METALLIC COVER BY MEANS OF GROUND LUG BOLlED TO COVER. PROVIDE 5' -o• SLACK WIRE TO ALLOW REMOVAL OF COVER. 3/4"C -#6 EG TO SPORTS LIGHTING 1. Poletop Luminaire Assembly 2. Wire Harness c-Foll) J. Electricol Components Enclosure -IB)Drl,w -CJ ~ A -smart .,.,,,.. Conlnll -fuong -Prima,y l.cmcllllg IJlgo -onr m 11act Pr C1raM: p., l..lgM-Slrucbn GnlenlllSylblm -lln>undfnglug a--Jaclu"ng Ecr 4. Galvanized Steel Pole _ _, (I, 2, J or 4 Slctlaoa) 5. Precost Concrete Base Cnrffugaly Spun. Awb 1 -1. This druwlng Is nat tu scale. FRONT VIEW FIELD SIDE Cancnte Baclctil LED Lumlnalr9 Attachmont Bnlcl...,_ I 4'-4 1/2" [l3'41nm] '2'-0" [810mm) Customer /Contruclor ,uppll11: -GruundilMJ rod and cotollCtion tu .,.... 9roundl1MJ I'll -Concrete backllll -Undlr1(round wiri"'l -5enice lnlrollCII SIDE VIEW Handhole fer Future Sec:uriiJ camen,, .. Infield l'Glel. Wlrw-Hub Handhole with Gruundl"'l Lug Accoa Gruundfn9 Rod ... Comectlon s,.t.m.Rn-tu J/E-9. Uncleniround Accoa Hale 2. • This dimension fof 1efaa.w only. Variances may occur depending on Del pde tol1nJ1a&. concn.te toleranc n. galttanizrng thick,-. hale depth acancy. J. M,-pmidea a ba11 ntalation bar, 111 installation lffll modified for 11,per, and ntallation ndgea. 4. PmillDM fer auxllaoy ICJJ(pmenl IUCh .. -""' or _,rilJ lf!t,llng CCII be lncot pol alod. 5. ~ht 1991, 2007, 2008 y.,_ L.kJhltl9. Patente -and pendilMJ. NO SCALE ~-CONCRElE YARD BOX 9 1/2"x16"x12" DEEP FINISHED GRADE LSG-05 IF PROVIDED BY lHE SPORlS LIGlTING MANUFAClURER, AN INlEGRAL GROUNDING SYSlEM WllHIN lHE FOOTING MAY BE USED. POLE PER MANUFACllJRES DIRECTION. /~{ \Y" "AS @ P.E. EXP. NO SCALE REVIEWED BY: INSPECTOR BUil T" I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT SPORTS LIGHTING DETAII.'3 FOR: DATE DATE I SHEETS I APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEIIR1909 EXP. 9/30/19 DAlE DWN BY: I PRO.ECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:36pm, Drawing Title: 15013_SE6.1.dwg, User ID: Neal NJA PSNJANJA11/9/17POLE FOUNDATION DETAILSE-6.131POLE DETAILPOLE DETAILPOLE HEAD DETAILSLIP-FIT CONNECTION TO AASHTO STANDARDS ELECTRICAL ENCLOSURE ATTACHMENT BRACKET STAINLESS STEEL TAPS WELDED IN HUB NO SCALE 0 11---JACKING BRACKET -~•ACKING BRACKElS 0 GROUNDING LUG WIRE ACCESS HANDHOLE JACKING BRACKET SUP-FIT ATTACHMENT TO BASE NO SCALE ALAGIA ENGINEERING 17743 DEL PASO DR. (858),746-7414 nalagia@san.rr.com AEI#15013 ELECTRICAL-~ COMPONENlS ENCLOSURE (INCLUDE DRIVERS) WIRE SUPPORT GRIP WIRE HARNESS QUICK CONNECT WIRING TO FIXTURES .,_--WIRE SUPPORT GRIP SNAP HOOK CROSSARM POLE SHAFT --i KNUCKLE ASSEMBLY --BULB CONE--, 0 U---GFCI DUPLEX • RECEPTACLE WITH W.P IN-USE COi/ER WHERE SHOWN ON DRAWINGS. NOTES SEE SE-1.0 LIGHTING FIXTURE SCHEDULE FOR QUANTITY OF UG-IT FIXTURES PER POLE. JACKING BRACKElS SET SCREW--,., NO SCALE POLE CAP-~><:::::==::::::--DAlE INITIAL ENGINEER OF WORK ----,----POSITIVE LATCH FOR WIRE SUPPORT GRIP _.....-KNUCKLE THROUGH-BOLT REPOSITIONING PIN REVISION DESCRIPTION NO SCALE TOP TAPER DOWNWARD-----..,c::::, TO HOLLOW CENTER TAPERED UPPER SECTION FOR SUP-FIT DAlE INITIAL DAlE INITIAL OlHER APPROVAL CllY APPROVAL , ....__ __ CONDUIT ACCESS HOLE, BELOW GRADE 1 - --REFER TO SHEET SS-1.0 FOR STRUCTURAL FOOTING DETAIL. "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT SPORTS LIGHTING DETAII.'3 FOR: DATE DATE I SHEETS I APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEIIR1909 EXP. 9/30/19 DATE OWN BY: I PRO.ECT NO. II DRAWING NO.I CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:36pm, Drawing Title: 15013_SE7.dwg, User ID: Neal NJA PSNJANJA11/9/17KEYNOTES'MSB' SINGLE LINE DIAGRAMLOAD SUMMARY 'MSB'SE-7.032VOLTAGE DROP CALCULATION-SOCCER FIELDFeeder Description LC2-7,9, 11 Panle LC2 EXISTING MAIN SWITCHBOARD 'MSB' 1600 AMP, 480/277V 3PH 4W ,--------------------------100% COPPER GROUND BUS 100% COPPER NEUTRAL BUS EXIST 200A 3P 200A ~ EXIST 400A 3P 400A EXIST 1600A 3P 1600A © ISC~42,000 AMPS I I EXISTING UTILITY TRANSFORMER L _____________ ---------____________________ __L ___________ J AWG LENGTH 6 850 500 700 "' w 0 w w u_ [)._ ::e « D D N >--' VJ x w EXIST PANEL LB AMPS 17 45 PF 0.85 0.85 "' w 0 w w u_ [)._ ::e « D D sj->--' VJ x w EXIST EXIST PANEL PANEL LC1 LC2 EXIST PANEL PC Temp 75 75 EXIST PANEL LO R/1000 FT 0.49 0.029 EXISTING PANEL LA 45 kVA EXISTING PANEL LB 45 kVA EXISTING PANEL LD 45 kVA EXISTING PANEL E 14 kVA EXISTING PARKING LOT LIGHTS 2 kVA EXISTING PARKING LOT LIGHTS 2 kVA PANEL LC 1 /LC2 29 kVA TOTAL 137 kVA 25X LONG CONTINUOUS LOAD 35 kVA TOTAL 172 kVA OR 208 AMPS O 480Y/277V 31 4W CONCLUSION: SERVICE CAPACITY IS ADEQUATE FOR ADDED LIGHTING LOADS. [;'l --------7 I I PEDESTAL 'PED' NEMA 3R 30AT ) 100AF I I I I 100AMP 120/240V. 1PH 3W REFER TO 1/SE-9.1 2P PANEL PED I I I I L ______________ J Xi1000 FT Total R Total X 0.064 0.417 0.054 0.048 0.020 0.034 TRANSFORMER MOUNTED WITHIN PEDESTAL 9 KVA 480-120/240V 1PH 3W PROVIDE 2:11: TAPS AT PRIMARY AND SECONDARY 3f6+1#8 EG 3 Phase V DROP (L-L) % DROP 11.268 2.3% 2.724 0.6% TOTAL VOLTAGE DROP TO SPORTS LIGHTING FIXTURES FROM MAIN SERVICE IS LIESS THAN J,r;, ALAGIA ENGINEERING 17743 DEL PASO DR. (858),746-7414 nalagia@san.rr.com AE1#15013 NO SCALE •• •• •• •• •• •• MOUNTING: SURFACE EXISTING MAIN: LUGS ONLY ENTER CABINET AT: BOTTOM 'TYPE: BOLT-ON VOLTAGE: 480L277V, Jf, 4W PANEL 'LC2' BUSSING: 400A AIC: ~ 1101.T-AII ERES L R M BICR. BICR. M R L 1101. T~AloFERES LOCATION T E I ; f f = I E T LOCATION ,A ,e ,c G C s p ABC s C G ,A ,e ,c EXISTING 200 3 . . 20 1 1 r 2 1 20 1400 EX WALKWAY LGTS EXISTING BSKlBALL 2200 20 2 3 ~ 4 1 20 1800 EXISTING COURTS 2200 - -5 H 8 1 20 1400 EX WALKWAY LGTS SOCCER RING LGTS 4800 8 30 3 7 r 8 1 20 1400 EX WALKWAY LGTS -4800 - -I ~ 10 1 20 1400 EX WALKWAY LGTS -4800 - -11 H 12 1 20 120 EX RESlRM LGTS SPACE 13 r 14 2 20 1700 EX SEClJRITY LGTS SPACE 15 >-18 - -1700 EAST PEDESTAL 'PED' 1080 30 2 17 H 18 1 20 -580 - -19 r2Q 2 20 SPACE 21 >-22 - -PEDESTRIAN LGTS 280 20 1 23 -SUBTOTAL 5580 7000 8360 4500 4900 1520 SUBTOTAL TOTAL VOLT-AMPERES/PHASE •A• 10080 VA IIB-11900 VA ,C-7800 VA TOTAL PANEL VOLT-AMPERES: 29780 VA + LCL 7200 VA• 36980 VA AMPS-45 •• PROVIDE CIRCUIT BREAKER IN EXISTING SPACE TO MATCH EXISTING IN TYPE AND AIC RATING. MOUNTING: SURFACE EXISTING MAIN: 100 AMP-JP ENTER CABINET AT: BOTTOM 'TYPE: BOLT-ON VOLTAGE: 208/120V, Jf, 4W PANEL 'pc' BUSSING: 1 OOA AIC:~ 1101.T-MI 'ERES L R M BICR. BICR. M R L 1101.T~AMl'ERES LOCATION T E I ; t t ; I E T LOCATION ,A ,e ,c G C s p ABC p s C G ,A ,e ,c •• SEClJRITY PANEL 180 . . 20 1 1 r 2 1 20 . 1 180 EX POI£ RECEPT EX SPARE 20 1 3 ~--4 1 20 180 EX FIAG POLE EX SPARE . 20 1 5 H 8 1 30 1 2300 EX HAND DRYER EX lEL BOARD 300 20 1 7 r 8 1 30 1 2300 EX HAND DRYER EX GEN REC RSlRII 300 20 1 I ~ 10 1 30 1 2300 EX HAND DRYER EXISTING 200 20 1 11 ~H 12 1 30 1 2300 EX HAND DRYER EX SPARE . 20 1 13 r 14 1 30 1 2300 EX HAND DRYER EX SPARE . 20 1 15 ~ 18 . . SPACE EX SPARE . 20 1 17 H 18 1 20 1 600 EX TENNS CT REC EX SPARE . 20 1 111 H-20 . SPACE SPACE . 21 ~22 SPACE EX SPARE .. 20 1 23 . SPACE SPACE ·-21 3 10( EX MAIN BREAKER . . SPACE . %1 ~--21 . . EX MAIN BREAKER SPACE . 211 . EX MAIN BREAKER SUBTOTAL 480 300 200 4780 2480 4780 SUBTOTAL TOTAL VOLT-AMPERES/PHASE •A• 7607 VA IIB-7687 VA ,C-7380 VA TOTAL PANEL VOLT-AMPERES: 22674 VA + LCL 54-00 VA• 28074 VA AMPS-79 •• USE EXISTING SPARE CIRCUIT BREAKER TO FEED CIRCUIT SHOWN. MOUNTING: PEDESTAL MAIN: 60A-2P ENTER CABINET AT: BOTTOM PANEL 'PED' 'TYPE: SNAP-IN VOLTAGE: 120L240V. 1; 3W BUSSING: 100AMP AIC: 10 K --VOLT-AMPERES L R M BKR. BKR. M R L VOLT-AMPERES LOCATION T E I ~ t t = I E T LOCATION tiA ,a G C s p A B s C G tiA tiB SPORTS LIGHTING POI£ 400 . 1 20 1 1 ~ 2 1 20 1 500 SCOREBOARD SPORTS LIGHTING POI£ 400 1 20 1 J ~ 4 1 20 1 180 SCOREBOARD SPARE . 20 1 5 >-6 1 20 1 180 SCOREJ<EEPER'S TABlf SPARE 20 1 7 ~ 8 1 20 SPARE SPACE . 9 ~ 10 1 20 SPARE SPACE 11 ~ 12 1 20 SPARE SPACE . 13 ~ 14 SPACE SPACE 15 f---< 16 SPACE SPACE . 17 ~ 18 SPACE SPACE 1a~20 SPACE SUBTOTAL 400 400 680 180 SUBTOTAL TOTAL VOLT-AMPERES/PHASE tiA= 1080 VA •B= 580 VA VA TOTAL PANEL VOLT-AMPERES: 1660 VA+ LCL 0 VA= 1660 VA AMPS= 5 • PROVIDE SER't'ICE RAlED PANEL PANEL MAY BE PROVIDED Vt11H SNAP IN BREAKERS TO FIT IN PEDESTAL G) EXISTING GROUND CONNECTIONS TO REMAIN. @ MAIN 1600 AMP FUSE AT MSB LIMITS FAULT CURRENT TO LESS THAN 22,000 AMPS. @ EXISTING MAIN NEUTRAL TO GROUND LINK. © MAIN 1600 AMP CLASS L FUSE AT MAIN SWITCHBOARD 'MSB'. PROVIDE CIRCUIT BREAKER IN EXISTING SPACE TO MATCH EXISTING IN TYPE AND AIC RA TING. PROVIDE ALL MOUNTING HARDWARE FOR COMPLETE INSTALLATION. REFER TO SHEET SE-7.1 FOR PANEL LB SCHEDULE AND VOLTAGE DROP CALCULATia-lS TO PICKLEBALL LIGHTS. "AS BU I LT" P.E, __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE --------------+----+---+---+----I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ;==::..::::=========:....:::::=:::::; SINGLE LINE/PANEL SCHEDULES FOR: APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PRO.ECT NO. II DRAWING NO.I 33SE-7.1SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:38pm, Drawing Title: 15013A_SE7.1 PICKETBALL SCHEDULES.dwg, User ID: Neal NJA PSNJANJA11/9/17VOLTAGE DROP CALCULATION PICKLEBALLFIXTURE 'S5' POLE DETAILSECURITY CAMERA RISER DIAGRAM* BASE PLA 1£ WITH LEVELING NUlS (TOP AND BOTTOM). FINISH GRADE ~~ PROVIDE HANDHOLE / MOUNTING PROVISION FOR SECURITY CAMERA AND DUAL CHANNEL POLE WHERE INDICATED ON DRAWINGS. MOUNT CAMERA AT +14'-0" CONDUCTORS FROM HANDHOLE TO LIGHT FIXTURE HANDHOLE WITH COVER. INSTALL MINI TRANSCEIVER WHEN CAMERA IS INSTALLED AT POLE SlEEL POLE BASE COVER GROUT BElWEEN BOTTOM OF POLE BASE AND TOP OF CONCRElE BASE. COORDINAlE TOP OF FOOTING/FINISH WITH :::::;;;~==~:;;;~12mi~:;;::.,==~AR:C!H~l1ECT. ~~~~~~ ~'2 · 1 ~~~~~ ~)>>;,/, 1/¥/4.>¾}2 «~,1 ;(, >,(~'<~'<~, , , -I f/4 REBAR TIES O 12" ON 11"1 CENlER 'IF CONCRElE POLE BASE WITH (6) 1J6 VERTICAL REBAR BASKET EQUALLY SPACED 5' -3" CONSTRAINED/ 4'-3" NOT CONSTRAINED -----J GALVANIZED ANCHOR BOLlS AS REQUIRED BY POLE MANUFACTURER. PROVIDE DOUBLE LOCKNUlS AT POLE BASE FOR POLE LEVEL ADJU INDICA lES STRUCTURAL ENGINEER REVIEW AND APPROVAL NO SCALE 3" CLR 111 -1 .. t· ----'-I-' .• ~ • \~ 3"' CLR 24" DIA ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 (3) f/4 REBAR TIES 0 1-1/2" ON CENTER PROVIDE BARE CU #4 GROUND FROM POLE TO FOOTING CONNECTING TO REBAR CAGE, #4 CONDUCTOR TO BE MINIMUM 20 FT LONG BRANCH CIRCUITING TO HANDHOLE ADJACENT TO POLE. WI-IERE PAVING AT SURFACES DOES NOT UCCUR, DEEPEN FOOTING TO "UNCONSTRAINED" DEPTH. SOCCER FIELD System Nominal Voltage: 277V Feeder AWG Description LB CIRCUITS 8 Ll------.----------------~:;i MOUNTING: SURFACE EXISTING EN'TER CABINET AT: BOTTOM PANEL 'LB' VOLTAGE: 48D/277V, 31'l, 4W WL.T-AMPERES L R M BKR. BKR. M R L LOCATION T E I Q ~ ~ Q I E T fA fB fC G C s p ABC p s C G EXIST FIELD f2 2140 6 . . 20 3 1 2 3 20 . . 3 -2140 - -3 4 - --2140 - -!I II - -EXIST FIELD #2 4280 12 20 3 7 8 3 20 3 -4280 - -9 10 - --4280 - -11 12 - -EXIST FIELD 12 2140 12 20 3 13 14 3 20 1 -2140 - -15 ~~ 111 - -1 -2140 - -17 18 - -1 EXIST FIELD 12 2140 6 20 3 11 20 3 20 1 -2140 - -21 22 - -1 2140 23 --- - -EXIST FIELD f2 2140 6 20 3 211 3 20 -2140 - -'Z1 28 - -2140 21 ---- -. EXISTING 180 20 1 31 ~-32 1 20 4 EXISTING 180 20 1 33 34 1 20 4 EXISTING 180 20 1 35 1 20 4 EXISTING 200 20 1;rt 311 1 20 4 EXISTING 120 20 1 J9 ~~ 40 1 20 4 EXISTING 930 20 1 41 1 20 4 SUBTOTAL 3727 3727 3600 TOTAL VOI..T-AMPERESft>HASE fA• 7607 VA fB• 7687 MAIN: LUGS ONLY TYPE: BOLT-ON BUSSING: 200A AIC: 22K VOLT-AMPERES LOCATION fA fB fC 1800 POI£ S3 1800 -1800 -1800 POI£ S4 1800 -1800 -100 EX LIGHTING CONT 180 EX REC A2 POLE 180 EX REC A1 POLE 180 EX REC B2 POI£ 180 EX REC B1 POLE . FIJl\JRE SCOREBD . SPARE . -. -720 PICKLEBAll LIGHTS 720 PICKLEBAll LIGHTS 720 PICKLEBAll LIGHTS 720 PICKLEBAll LIGHTS 720 PICKLEBAll LIGHTS 720 PICKLEBAll LIGHTS 3880 3960 3780 SUBTOTAL VA fCa 7380 VA .. .. .. .. .. .. TOTAL PANEL VOLT-AMPERES: 22674 VA + LCL 5400 VA• 28074 VA AMPS-79 •• PRO"vlOE CIRCUIT BREAKER IN EXISTING SPACE TO MATCH EXISTING IN T'IPE ANO AIC RATING. LENGTH AMPS PF 1000 4 0.85 NEMA 3R RA lED WIRELESS TRANSMITTER/RECEIVER LilEBEAM LBE-SAC-16-120. MOUNT ON ROOF OF COMFORT STATION AT TOT LOT. TOUGH SWITCH POE 8 PORT FOR ETHERNET CABLES. EBRIDGE 1 PCRM IP AND POE/POE+ OVER COAX RECEIVER R/1000 FT X/1000 FT 0.78 0.052 1PH on balanced system V DROP (L-N) % DROP 2.76 1.00 EBRIDGE 1ST IP AND POE/POE+ OVER COAX MINI TRANSCEIVER. MOUNT IN HANDHOLE AT BASE OF POLE. PICKLEBALL COURTS TOT LOT AREA DIRECT BURIAL COAX CABLE TYP. FROM CAMERAS TO RECEIVER, INSTALL IN CONDUIT AS SHOWN ON PLANS. NO SCALE "'("------NEMA JR RAlED WIRELESS BASEBALL FIELD COMFORT STATION @ DATE INITIAL ENGINEER OF WORK REVISION CESCRIPTION TRANSMITlER/RECEIVER LilEBEAM LBE-SAC-16-120. MOUNT ON ROOF OF COMFORT STATION. TOUGH SWITCH POE 8 PORT FOR ETHERNET CABLES. EBRIDGE 1PCRM IP AND POE/POE+ OVER COAX RECEIVER DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL WISENET X-SERIES VANDAL RESSISTANT CAMERA MOUTED TO LIGHT POLE, WISENET fXNV-8080R. PROVIDE MOUNTING HARDWARE (TYP). "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT ELECTRICAL PICKETBALL SCHEDULES/DETAILS DATE DATE I SHEETS I FOR: APPROVED BY: ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE#61909 EXP. 9 /30 /19 DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:40pm, Drawing Title: 15013_SE8.dwg, User ID: Neal NJA PSNJANJA11/9/17SE-8.034ELECTRICAL TRENCH DETAILFIXTURE 'L3' DETAILROUTE CIRCUIT PC-1; 3/4"C-2f12+12EG TO SECURITY CAMERA SWITCH. PROVIDE WIRELESS TRANSMITTER FOR COMMUNICATIONS TO MAIN COMMUNICATIONS ROOM AT BASEBALL FJELD COMFORT STATION.-----EXISTING SPARE (2) 2" C. TO MANHOLE. PROVIDE PULL BOX AND EXTEND 3/4"C-2f10 CONTROLS TO RELAY PANEL A 3/4"C-3#6+1#6EG;LC2-7,9, 11 3/4"C-4#B+1#BEG;LC2-17, 19,23 3/4"C-2#B+1#BEG;PC-20 SLOPE CONCRETE AWAY FROM FIXlURE 3" TO 4" J ABOIIE GRADE REINFORCING RODS TO PREVENT CRACKING FRO FIXTIJRE HEAT EXPANSION PLAN NO SCALE 3" t-11.41" ----t 3" 1 DIRECT BURIAL LIGHT FlXllJRE. PROVIDE DRAINAGE HOLE PER MANUFACTIJRER. SECTION ALAGIA ENGINEERING 17743 DEL PASO DR. (858),746-7414 nalagia@san.rr.com AEI#15013 EXISTING PANEL 'LC1'. EXISTING PANEL 'LC2'. ELECTRICAL ROOM ELEVATION DETAIL r FINISH GRADE --ROCK FILL PER MANUFACTIJRER NO SCALE ~---1 • C. FEMALE ADAPTER ~----STRAIGHT FITTING '-----UQUIDTIGHT CONDUIT 1 SE-8.0 EXISTING RELAY CABINET 'A'. PROVIDE RELAY TO FEED NEW SPORTS LIGHTING FlXlURES IN CABINET. ROUTE 2#12 CONTROL CONDUCTORS FROM RELAY TO MUSCO CONTROL PANEL IN MAIN ELECTRICAL ROOM. REFER TO SHEET DETAIL 1/SE-6.0 AND SHEET SE-5.0. ----~ EXISTING PANEL 'LD' EXISTING TRANSFORMER 'TC' EXISTING SPARE CONDUIT FROM MANHOLE 'A' 24" MIN. PATCH REPAIR ALL SIDEWALKS, ASPHALT AND CURBS TO MATCH EXISTING. REPAIR ALL IRRIGATION LINE AFFECTED DURING CONSTRUCTION NDERGROUND DUCTS SHALL ALL U BE PVC SCHED SCHEDUUE 40 WllH PVC UUE BO ELBOWS. 124" (MAX) 12" _L NO SCALE FINAL FINISHED GRADE CONTINUOUS PLASTIC WARNING TAPE WllH ALUMINUM TRACER CENlERED IN TRENCH BACKFILL COMPAClED 10 90,r; MINIMUM, EXCEPT 10P 12" COMPAClED 10 95,r; MINIMUM PER ASTM 1557 DUCTS PER SllE PLAN (MINIMUM COVER OF 24") ALL SIDES OF EACH DUCT (TYPICAL) @ P.E. REVIEWED BY: INSPECTOR "AS BUil T" EXP. I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT ELECTRICAL DETAILS FOR: DATE DATE I SHEETS I APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEIIR1909 EXP. 9/30/19 OAlE DWN BY: I PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:40pm, Drawing Title: 15013_SE9.dwg, User ID: Neal NJA PSNJANJA11/9/17FIXTURE 'L1' POLE DETAILSE-9.035RECEPTACLE MONUMENT DETAILISOMETRIC VIEWSTRUCTURAL DETAIL SECTION A-A* 22" BELOW GRADE 10" , <+ Ll • <1 4 18 Ll NOlE: COORDINAlE CONCRElE POUR AND PEDESTAL LOCATION WITH SHADE STRUCTURE FOOTING. OBTAIN l'tRITlEN AUTHORIZATION FROM CITY ENGINEER BEFORE INSTALLATIONS. . <1 ,. NO SCALE INDICAlES STRUCTURAL ENGINEER REVIEW AND APPROVAL ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 <1 Ll <1 •. Ll ., 4 • " <I WEATHERPROOF CAST ALUMINUM WITH SELF CLOSING DOOR COLE TL310-1-C, KEY ALL COVERS ALIKE. PROVIDE DEVICES AS SHOWN ON PLANS r AND ON BOTH SIDES OF BOLLARD WI-IERE INDICAlED. 12"X12" SQUARE 22" CONCRElE BOLLARD A 7 I I I J ' I I I L A 12"X12• SQUARE CONCRElE BOLLARD ELECTRICAL BOX, PROVIDE DEVICES AS SHOWN ON PLANS AND ON BOTH SIDES OF BOLLARD WI-IERE SHOWN. (TYPICAL) 6" 111::=111-24"X24" SQUARE FOOTING. REFER TO STRUCTURAL DETAIL ·~---~----~ (3) #4 EACH WAY. ~ 2'-0" ~ I 2'-0" _L...._________, ~2'-0"~ 12" (2)#4 WITH #3 TIES AT 12" O.C. HOOK 114 BARS INTO FOOTING BASE PLA 1E WITH LEVELING NUTS (TOP AND BOTTOM). FINISH GRADE CONCRElE POLE BASE WITH (6) #5 VERTICAL REBAR BASKET EOUALL Y SPACED 0 I en X 0 Cl'. o_ o_ <( GALVANIZED ANCHOR BOLTS AS REQUIRED BY POLE MANUFACTURER. PROVIDE DOUBLE LOCKNUTS AT POLE BASE FOR POLE LEVEL ADJU en 3" CLR NO SCALE LIGHTING FIXTURE, SEE FIXTURE SCHEDULE. .1,... ______ PROVIDE HANDHOLE / MOUNTING J.I, PROVISION FOR SECURITY CAMERA 24" DIA AND DUAL CHANNEL POLE WHERE INDICAlED ON DRAWINGS, MOUNT CAMERA AT +14'-0" CONDUCTORS FROM HANDHOLE TO LIGHT FIXTURE HANDHOLE WITH COVER. INSTALL MINI TRANSCEIVER WI-IEN CAMERA IS INSTALLED AT POLE SlEEL POLE BASE COVER GROUT BETWEEN BOTTOM OF POLE BASE AND TOP OF CONCRElE BASE. ( 3) #3 REBAR TIES 0 1-1/2" ON CENlER PROVIDE BARE CU 114 GROUND FROM POLE TO FOOTING CONNECTING TO REBAR CAGE. 114 CONDUCTOR TO BE MINIMUM 20 FT LONG BRANCH CIRCUITING TO HANDHOLE 3'' CLR ADJACENT TO POLE. "AS BU I LT" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE l---+--+-----------+------,r----+----t-----1 I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ;:E=LE=CTRI=:..:c=AL=D=E=T=A=u=s=FO====R:=-========-===:::::; APPROVED BY: &0~ JOHN EDWARD MAASHOFIF PUBUC WORKS MANAGER PE 1909 EXP. 9 30 19 OAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. II DRAWING NO.I SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:41pm, Drawing Title: 15013_SE9.1dwg.dwg, User ID: Neal NJA PSNJANJA11/9/17SE-9.136ELECTRICAL PEDESTAL DETAILENCLOSURE CONSTRUCTION NOTES:MANUFACTURER:I I I ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 SIDE VIEW ELEClRICAL PANEL AND ----.,,, .FRONT VIEW USE 5/B"X ,a·x 4• ANCHOR BOLTS AT EACH CORNER lRANSFORMER LOCAlED AT BOTTOM OF PEDESTAL I i I r--~ ~ / I --( I I I I ~~-J I o o I I I I I L ' CONlROLS '\.. ""''----~ '------' --...., I ---I 11' I I I I I I 1L _______ _, V-FEEOER AND ,--, r7 ,. BRANCH CIRCUITS I 11 I _/ PER SITE PLAN. L_ _ _J1!----!1~1r-i,-_ __....___J ,c I I I I .a .a .-------, I I I I I I I I I I I I I I I I I I -I I I I L.. ______ ...J ~ ii " · . ii~ =111== tr=, ~,,=== == ~" ===•~1r ~1111 -II 11 · . 11 II ~11-t-STAINLESS STEEL "SLEEVE ANCHOR" ~ I 1 <l "' -11 II . ' ' WITH HEX HEAD ORDER FROM SAME 24.. l~---+-,_--.jj1-tt-'11 --ti-c-----~ \._ ,:i~ . il ; . -MANUFACTURER AS PEDESTAL ONE ILL½ "' ~ ■ AT EACH CORNER. " I II "' I II~. .<J .• ~P== ========~=====+ 11 , "" .... A<J•--i. 1---#3 REBAR 1WO LOOPS ONE 3 INCHES FROM TOP AND ONE 3 INCHES FROM BOTTOM. CONNECT v., TH 4 VERTICAL f3 REBARS AT EACH CORNER. 24" GROUND ROD 3/4" X 10'-0" LONG 16" 0 NO SCALE -, I I \ I ---,-----+--i---PRO~DE / GROUND ROD. RECOMMENDED LOCATION. FRONT ~ MEYERS ELEClRICAL PRODUCTS STAINLESS SlEEL NEMA 3R USPDU SERIES OR APPROVED EQUIVALENT BY SlRONGBOX. 1. FABRICATED FROM STAINLESS SlEEL 14GA., WELDED CONSlRUCTION, POWDER COA lED FINISH. 2. NEMA TYPE 3R CONSlRUCTION -RAINTIGHT 3. All HARWARE USED SHAll BE STAINLESS SlEEL 4. All HINGES SHAll BE STAINLESS SlEEL 5. FACTORY V.,RED TO NEC STANDARDS "AS BU I LT" P.E. __ _ EXP. ___ _ DAlE REVIEWED BY: INSPECTOR DAlE l---+--+-----------+------1---+----t---, I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT :=E=LE=CTRI==~CAL==::::D::::E::::T=AU::::::S=FO,::;::R:~-=======::::..::===i APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEMR1909 EXP. 9/30/19 OAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL ~i Bi~;-===== I PRO.ECT NO. II DRAWING NO.I SDG PROJECT NO: 15-405PLT DATE: 11/09/2017 72POINSETTIA COMMUNITY PARK491-44605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 10:42pm, Drawing Title: 15013_SS1.0.dwg, User ID: Neal NJA PSNJANJA11/9/17SS-1.0SPORTS LIGHTING STRUCTURAL DETAILS37I I ~ IPOLE FOUNDATION SCHEDULE LIGHT STRUCTURE\ STEEL POLE BY GROUNDLI:NE FORCES (MAXIMUM) C.LP. DEEP FOUNDATION MUSCO LIGHTING, INC. (SEE POLE -l.J:-TYPE MOMENT(M) SHEAR(V) VERTICAL (P) DIAMETER EMBEDMENT IDENTIFICATION) -rt-KTP-FTI KIPS KIPS* INCHES FEET LSS50-AB 24.387 0.811 0.798 30" 10'-0" • VERTICAL FORCE DOES NOT INCL IE WEIGHT OF PRECAST BASE. SEE PRECAST BASE IDENTIFICATION BELOW FOR WEIGHT I POLE IDENTIFICATION ~ I ,7 z LOCAT[ON POLE TYPE LED96 FIXTURE LED96 0 PRECAST I I z ,_ MARK CONFIGURATION FIXTURE LIGHT STRUCTURE 0 <l'. BASETYPE I I u (FIXTURES PER EPA(MAX) ,_ LL PRECAST BASE BY (_) ,_ CROSSARM) I I w ,_ z MUSCO LIGHTING, INC. 0 w I I O::'. Cl (SEE POLE 0... -I I w Sl,S2,83,S4 LSS50-AB 2B 4 8.0 IDENTIFICATION)\ w ~ V) I pl <l'. aJ * ALL PO,ES HA VE ONE SECURITY CAMERA MOUNTED AT 15-0" AGL. f--vi I I V) <C FINISHED\ <( u u w GRADE , w O::'. O::'. 0... PRECAST BASE IDENTIFICATION ~:a:-0... M/ I\ V w w -en PRECAST WEIGHT OVERALL HEIGHT EMBEDMENT OUTSIDE -'-I 11 I . =I I 1-~ . BASE LBS LENGTH ABOVE INC.LP.DEEP DIAMETER -1 I 1: I r 1-~ TYPE FEET GRADE FOUNDATION INCHES w ', i I . _J FEET FEET ::, .. d 0 I " I 2B 1,840 17'-3" 7'-3" 1.0' -0" 12.0" w / CONCRETE BACKFILL ::r:: ::r:: (_) I ' I ,_ VJ (SEE GENERAL NOTES) C) :z z "I I w 0 -' ~~~s,~ f--2§ I . .di . <1 DIAMETER z I I w z . ::::;: ::::, I I (SEE POLE FOUNDATION SCHEDULE) ~~,-n~ 0 0 I ·I• w LL \ $ ' l"Y,' l ~ aJ d . ::::;: w I -I SOIL\ t;j ~ < (E. w _J 0 c5 No. 4506 ffi 0... • j, I • w \UNDISTURBED, IN-SITL ~ Exp.G/30/ I 9 Fg w . I I (J) (SEE GENERAL NOTES) * 15' ~* ~ ·d • t I ol.r. "/'~UCTIJ~~ ~~ I L -11', ~ coFCt,..\.\'c-0 LIGHT POLE FOUNDATION DETAIL -SCALE: ALAGIA ENGINEERING 17743 DEL PASO DR. (858)-746-7414 nalagia@san.rr.com AEI#15013 NO SCALE I STATEMENT OF SPECIAL INSPECTIONS* Item Continuous/ Scope Periodic 1. Pier Foundations Continuous Inspect installation of drilled pier foundations. Verify diameter, embedment depths as scheduled, depths of fill, and bearinq strata. 2. Concrete, Mix Desian Periodic Review concrete batch tickets and verifv comoliance with annroved mix desian. 3. Concrete Placement Continuous Inspect placement of concrete fbr proper application techniques . Verify that concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated. 4. Sampling and Testing Continuous At the time fresh concrete is sampled to fabricate specimens for strength tests, of Concrete f)erform slum!) and air content tests, and determine temf)erature of concrete. 5. Cretex Precast/ (PC/ Fabricator Exempt.•• Prestressed Certified) concrete bases. 6. Structural steel (L.A. City Fabricator Exempt.•• Review certified mill test reports and identification Approved) markings. * The Srecial lns2ector sha.11. be a gualified :gerson who shall demonstrate comnetence,. to !be satisfacti.on of the Building Official, for insgection nfthe garticular tyge of constmction or ogeration reguiring sgecial insgection. ** Sgecial insnections shall not be reguired when the work .is done on tbe 12re1nises of a fabricator registered and annroved by the City to nerform such work without sgecial insgection. NO SCALE DAlE INITIAL ENGINEER OF WORK GENERAL NOTES GENERAL ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE CALIFORNIA BUILDING CODE, 2016 EDITION. WIND-ASCE 7-10, Vult = 110 MPH (EX__FOSURE C); Vasd = 85 MPH (EXPOSURE C), RISK CATEGORY II SEISMJC-Ss=l.13; S,=0.430; Sos=0.753; S01=0.40l; RISK CATEGORY=TT; T=J.0; SITE CLASS=D; R=J.5f SEISMIC DESIGN CATEGORY=D; SElSMlC-FORCE-RESISITING-SYSTEM= ON-BUILDING STRUC URE, NOT SIMILAR TO BUILDINGS; ANALYSIS PROCEDURE=EQUIV ALENT LATERAL FORCE PROCEDURE. REFERENCE POLE LOCATION DRA \VTNG FOR ACTUAL POLE PLACEMENT AND SITE LOCATION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES AND SAFETY CONDITIO SAT THE JOB SITE. SOIL DESIGN PARAMETERS REFERENCE GEOTECHNTCAL RECOMMENDATIONS PREPARED BY K2 ENGTNBERlNG, I.NC., DATED NOVEMBER 20, 2015; K2 JOB NO. Cl2015011-I. ALLOWABLE END BEARING SOIL PRESSURE: 2,000 PSF. ALLOWABLE LATERAL PASSIVE SOJL BEARING PRESSURE: 300 PSF/fT FROM SURFACE TO 12 FEET THEN REMAIN AT3,600PSF/FT AFTER 12FEET.. A REPRESENTATIVE OF K2 ENGINEERING SHOULD BB AVAILABLE AT THE TIME OF THE FOUNDATION INSTA_LLATION TO VERIFY THE SOLL DESIGN PARAMETERS A_ND TO PROVIDE ASSISTANCE IF ANY PROBLEMS ARISE lN FOUNDATION INSTALLATION. ENCOUNTERING SOIL .FORMATIONS THAT WILL REQUIRE SPECIAL DESIGN CONSIDERATIONS OR EXCAVATION PROCEDURES MAY .EXIST. POLE FOUNDATIONS MAY NEED TO BE REANALYZED ACCORDING TO THE SOIL CONDITIONS THAT EXIST. IF ANY DISCREPANCIES OR INCONSISTENCIES ARISBtNOTIFY THE ENGINEER OF SUCH DISCREPANCIES. FOUNDATIONS WILL THEN BE REV SEO ACCORDINGLY. ALL PRE CAST BASES AND CONCRETE BACK...FILL MUST BEAR 0 AND AGAINST FIRM, UNDISTURBED SOJL OR AS APPROVED BY A GEOTECHNJCAL ENGINEER. ALL EXCAVATIONS MUST BE FREE OF LOOSE SOIL AND DEBRIS PRIOR TO FOUNDATION INSTALLATION AND PLACEMENT OF CONCRETE BACKFILL. CASING M_AY BE RE~ED IF CAVING OCCURS. IN SUCH A CASE, APPROVAL BY A GEOTECHNICAL ENGINEER TS REQU D. ALL BXCAV ATIONS MUST BE FREE OF WATER OR CONCRETE SHALL BE PLACED WITH A TREMJE PIPE IN ACCORDANCE WlTH AC! STANDARD 336. CONCRETE PLACED BY THE TREMIE METHOD SHALL HAVE A .MINIMUM ULTIMATE STRENGTH OF 1,000 PSI GREATER THAN REQUIRED UNDER "CONCRETE BACKFILL" BELOW, CONCRETE BACKf!LL CONCRETE BACKFILL SHALL HAVE A MINCMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSl. CONCRETE BACKFILL SHALL ATTAIN MINIMUM STRENGTH OF 2,000 PSI PRIOR TO STEEL POLE ERECTION. USE TYPE TT/V PORTLAND CEIV!ENT OR AS RECOMMENDED BY THE ENGi.NEER. MIX IN CONFORM_ANCE WITH ASTM C-94 AGGREGATES PER ASTM C-33 (I" MAX AGO. SIZE) PLACE CONCRETE IMMEDIATELY AFTER COMPLETION OF EXCAVATION AND INSPECTIO BYTHE GEOTECHNTCAL ENGINEER. NO EXCAVATIONS SHALL BE LEFT UNPROTECTED OR OPEN OVERNIGHT. CONCRETE SHALL BE PLACED TN ONE CONTINUOUS OPERATIO ro CONSTRUCTION JOINT) TO GRADh WJTH SPECJ~UlPMENT, \VlTH A MAXIMUM FRBEFAL OF 5 FT AND TO PREVENT CONC TE FROM ST G THE SIDES OF THE EXCAV A T[ON. VIBRATE TOP 5 Fr. MISCELLANEOUS FIXTURES MUST BE LOCATED TO MAINT ATN I 0'-0" MTN1M1JM HORIZONTAL CLEARANCE FROM ANY OBSTRUCTION. POLES, FIXTURE13 PRECAST BASESrJLECTR1CAL ITEMS, PLATFORMS, SPECIFICATIONS, ND INSTALLATION P R MUSCO LIGHT G, INC. LED96 FIXTURE: EPA= 2.00 MAX SQ FT; WEIGHT= 35 LBS (PER MUSCO LIGHTING_, INC.) MUSCO LIGHT1NG, INC. POLE SUPPORT 2107 STEWART ROAD DATE: FOUNDATION l\1USCATJNE, IOWA 52761 10/20/17 MUSCO No. 176024 POINSETTIA PARK KNA STRUCTURAL ENGINEERS SHEET SOCCER ARENA 9931 MUIRLANDS BLVD. LIGHTING IRVJNE, CA 92618 Cl CARLSBAD, CA KNANo. 363.226 OF l "AS BUil T" @ P.E-EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT SPORTS LIGHTING STRUCTURAL DETAILS FOR: APPROVED BY: &0~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEIIR1909 EXP. 9/30/19 DAlE DWN BY: I PRO.ECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL CHKD BY: REVISION DESCRIPTION OlHER APPROVAL CllY APPROVAL RVWD BY: PLAY STRUCTURE EQUIPMENT - SEE ENLARGEMENT SHEET LC-1.4.ORION BIKE RACK, 2 BIKE, MODEL: ORN-2-IG-P, IN-GROUND MOUNT. AVAILABLE THROUGH MADRAXOR APPROVED EQUAL. PHONE: (608) 849-1080.POWDER COATED COLOR: PATRIOT BLUE.ITEM OMITTED.ITEM OMITTED.ITEM OMITTED.TRASH RECEPTACLE. MODEL: QRCAL2832WH28 WITH BLUE ARCH LID BY QUICK CRETE PRODUCTS ORAPPROVED EQUAL. PH: (951) 737-6420. COLOR:C3-LATTE. FINISH: T-2.RECYCLING RECEPTACLE. MODEL: QR-CAL2436W WITH MODIFIED BLUE ARCH LID BY QUICK CRETEPRODUCTS OR APPROVED EQUAL. PH: (951) 737-6420.COLOR: C3-LATTE. FINISH: T-2.PROPOSED LIGHT POLE PER ELECTRICAL PLANS.ITEM OMITTED.ITEM OMITTED.PRECAST CONCRETE PREP TABLE. MODEL: QC-BBQ-PREP BY QUICK CRETE PRODUCTS ORAPPROVED EQUAL. PH: (951)737-6240. COLOR:C3-LATTE. FINISH: T-1 (TABLETOP), T-2 (VERTICLE).ADA BBQ GRILL WITH BUILT-IN HOT ASH RECEPTACLE. MODEL: QC-BBQ-3634 BY QUICK CRETE PRODUCTSOR APPROVED EQUAL. PH: (951) 737-6240. COLOR ANDFINISH TO MATCH PREP TABLE.46" LONG X 50" WIDE LOCKER WITH CUSTOM VINYL LOGO. MODEL #DLW WITH PADLOCK HANDLE.POWDER COAT COLOR: CELESTIAL BLUE. AVAILABLETHROUGH DURA BIKE LOCKER OR APPROVED EQUAL.PHONE: (916) 363-7225.12" DEEP THICKENED CURB.18" DEEP THICKENED CURB.THICKENED EDGE.8" WIDE POUR-IN-PLACE CONCRETE RETAINING WALL. VERTICAL CONTROL AND REINFORCEMENT PER CIVILENGINEER`S PLANS. COLOR: NATURAL GREY. FINISH:LIGHT ACID ETCH (GRACE TOP CAST #5).6" POUR-IN-PLACE CONCRETE RETAINING WALL. VERTICAL CONTROL AND REINFORCEMENT PER CIVILENGINEER`S PLANS. COLOR: NATURAL GREY. FINISH:LIGHT ACID ETCH (GRACE TOP CAST #5).THICKENED CURB WITH 42" HT. DECORATIVE GUARDRAIL.SYNTHETIC TURF AT WARM UP AREAS. MODEL: ASTROTURF 3D3 WITH 17MM BROCK SHOCK PAD.AVAILABLE THROUGH ASTROTURF OR APPROVEDEQUAL. PH: (760) 500-7071.SYNTHETIC TURF INSIDE ARENA. INCLUDED IN ARENA SCOPE. MODEL: ASTROTURF 3D3 WITH 20MM BROCKSHOCK PAD. AVAILABLE THROUGH ASTROTURF ORAPPROVED EQUAL. PH: (760) 500-7071.SYNTHETIC TURF AT PLAYGROUND - SEE ENLARGEMENT SHEET LC-1.5.5 ROW X 21` LONG ELEVATED ANGLE FRAME BLEACHER WITH VERTICAL PICKET GUARDRAIL,MODEL #A205-00-021SA. AVAILABLE THROUGHSTURDISTEEL OR APPROVED EQUAL. PH:800-433-3116 - TYPICAL OF 2. TO BE EPOXY SET INPLACE.15` ALUMINUM PLAYER`S BACKED BENCH - TYPICAL OF 2. AVAILABLE THROUGH STURDISTEEL ORAPPROVED EQUAL. PH: (800) 433-3116. MODEL:TBB-15S.2324252627282930313233343536A36B3738A38B3940414243449/LC-2.03/LC-2.15/LC-2.44/LC-2.06/LC-2.45/LC-2.14/LC-2.16/LC-2.02/LC-2.21,6/LC-2.22/LC-2.2--5/LC-2.102/LC-2.54/LC-2.104/LC-2.27/LC-2.4-SYMBOLDESCRIPTIONDETAIL4" NATURAL GREY PEDESTRIAN CONCRETE PAVING, MEDIUM BROOM FINISH.8-1/2" NATURAL GREY VEHICULAR CONCRETE PAVING, MEDIUM BROOM FINISH.4-1/2" PERVIOUS NATURAL GREY PEDESTRIAN CONCRETE.6" PERVIOUS NATURAL GREY VEHICULAR CONCRETE.SCORE JOINT.EXPANSION JOINT.6" WIDE CONCRETE MOW CURB.CONCRETE STAIRS WITH HANDRAIL.CONCRETE STAIRS WITH HANDRAIL AND GUARDRAIL.CONCRETE SEAT WALL, NATURAL GREY.42" HIGH TUBULAR STEEL FENCE. POWDER COAT COLOR: BLACK.ITEM OMMITED.ITEM OMITTED.ADA ACCESSIBLE PICNIC TABLE. MODEL: 16TA-00028 BY PARKNPOOL OR APPROVED EQUAL. PH: (877)777-3700. COLOR AND FINISH TO MATCH EXISTING.SALVAGED/RELOCATED PICNIC TABLE.ROUND PRECAST CONCRETE TABLE. MODEL: QR-42FC BY QUICK CRETE PRODUCTS OR APPROVEDEQUAL. PH: (951) 737-6240. COLOR: C3- LATTE. FINISH:T-1 ( TABLETOP & BENCHES), T-2 (VERTICLE).ADA ACCESSIBLE ROUND PRE-CAST CONCRETE TABLE. MODEL: QR-42FC3 BY QUICK CRETEPRODUCTS OR APPROVED EQUAL. PH: (951) 737-6240.COLOR: C3- LATTE. FINISH: T-1 (TABLETOP &BENCHES), T-2 (VERTICLE).ITEM OMITTED.DRINKING FOUNTAIN WITH BOTTLE FILLER. MODEL: 10145 SMSS WITH STAINLESS STEEL SURFACECARRIER AVAILABLE THROUGH MOST DEPENDABLEFOUNTAINS OR APPROVED EQUAL. PH: (901) 867-0039.COLOR: BLUE. LEACH LINE OR DEEP WELL PER PLAN.TYPICAL OF 2.7` BACKLESS BENCH. MODEL: Q2-PS84B BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH: (951)737-6240. COLOR: C3-LATTE. FINISH: T-2.BOULDERS. COLOR: DESERT SELECT. AVAILABLE THROUGH KRC ROCK OR APPROVED EQUAL. PH: (800)572-7625.RUBBERIZED RESILIENT PLAY SURFACING. SEE ENLARGEMENT SHEET LC-1.5.4"-8" COBBLE SWALE. TYPE: RIVERSIDE COBBLE, AVAILABLE THROUGH KRC ROCK OR APPROVEDEQUAL. PH: (800) 572-7625.CUSTOM RULES AND REGULATION SIGN. (TYPICAL OF 3) SEE DETAIL FOR DESIGN. AVAILABLE THROUGHSIGN STUDIO OR APPROVED EQUAL. PH: (858)569-7446. CONTRACTOR TO SUBMIT SHOP DRAWINGSFOR REVIEW AND APPROVAL PRIOR TO FABRICATION.15` X 30` SHADE SAIL STRUCTURE AT ARENA BLEACHERS BY SEPARATE PERMIT - TYPICAL OF 1.MODEL: CON-NOV-011-15-1001. POST AND FRAMECOLOR: WHITE. FABRIC COLOR: BLUE. AVAILALBETHROUGH USA SHADE OR APPROVED EQUAL.CONTACT PATTI ABRECHT. PH: (949) 466-4592.20` DIA. SHADE STRUCTURE AT PLAYGROUND BY SEPARATE PERMIT- TYPICAL OF 3. MODEL:CON-NOV-011-15-1002-A. POST AND FRAME COLOR:BLUE. FABRIC COLOR: BLUE. AVAILABLE THROUGHUSA SHADE OR APPROVED EQUAL. CONTACT: PATTIABRECHT. PH: (949) 466-4592.1A1B2A2B34567891011121314A14B1516171819202122A22B2' 3' 4' 5'1,2/LC-2.01,2/LC-2.01,2/LC-2.03/LC-2.03/LC-2.05/LC-2.01/LC-2.15/LC-2.21/LC-2.56/LC-2.14/LC-2.43/LC-2.41/LC-2.42/LC-2.42,3,4/LC-2.37/LC-2.01,2,3/LC-2.22/LC-2.11/LC-2.37/LC-2.21/LC-2.92/LC-2.102/LC-2.91,2/LC-2.101,2/LC-2.0SYMBOLDESCRIPTIONDETAILXSCORERS BOX AND PLAYER`S DUGOUT WITH STANDING SEAM METAL ROOF.RULES AND REGULATION SIGN AT SYNTHETIC TURF. SEE DETAIL FOR DESIGN. AVAILABLE THROUGH SIGNSTUDIO OR APPROVED EQUAL. PH: (858) 569-7446.CONTRACTOR TO SUBMIT SHOP DRAWINGS FORREVIEW AND APPROVAL BEFORE FABRICATION.BLACK VINYL COATED CHAINLINK GOAL - TYPICAL OF 2.BLACK VINYL COATED CHAINLINK GATE AT ARENA - TYPICAL OF 3.8` HIGH X 12` WIDE BLACK VINYL COATED CHAINLINK MAINTENANCE ACCESS DOUBLE GATE.SCOREBOARD MODEL #SC-8114-M. AVAILABLE THROUGH FAIR-PLAY CALIFORNIA OR APPROVEDEQUAL. PH: (800) 204-0402. FACE PLATE COLOR: BLUE.ADA ACCESSIBLE ARENA ENTRANCE SIGN - TYPICAL OF 3.DASHER BOARD AND NETTING.ITEM OMITTED.ITEM OMITTED.ITEM OMITTED.ITEM OMITTED.ELECTRICAL OUTLET PEDESTAL PER SITE ELECTRICAL PLANS.12"-18" BOULDERS. TYPE: DESERT SELECT. AVAILABLE THROUGH KRC ROCK OR APPROVEDAPPROVED EQUAL. PH: (800) 572-7625.6" CURB - PER CIVIL PLANS.6" POST TENSION CONCRETE.10` TALL CHAIN LINK FENCE WITH TWO LAYERS OF GREEN VINYL COATED MESH WITH ACOUSTIFENCEMEMBRANE IN BETWEEN.PLEXIPAVE COURT SURFACING BY CALIFORNIA PRODUCTS CORPORATION OR APPROVED EQUAL.COLOR: DARK GREEN.PLEXIPAVE COURT SURFACING BY CALIFORNIA PRODUCTS CORPORATION OR APPROVED EQUAL.COLOR: CALIFORNIA RED.2" WIDE PLEXICOLOR TEXTURED LINE PAINT OR APPROVED EQUAL. COLOR: WHITE.PICKLEBALL POSTS AND NETS. POST COLOR: GREEN. POST SKU # 1371705. NET MODEL # 1296778.AVAILABLE THROUGH BSN SPORTS OR APPROVEDEQUAL.3 ROW X 21` LONG LOW RISE NON-ELEVATED ANGLE FRAME BLEACHER. MODEL: 321T. AVAILABLETHROUGH STURDISTEEL OR APPROVED EQUAL. PH:(800) 433-3116.24" PRECAST CATCH BASIN, TYP. - PER CIVIL PLANS.BIOFILTRATION BASIN - PER CIVIL PLANS.42" TALL CHAIN LINK FENCE, GREEN VINYL COATED, 9-GUAGE MESH.EXISTING CONCRETE PAVING TO REMAIN - PROTECT IN PLACE.EXISTING PEDESTRIAN POLE POST TOP LIGHT TO REMAIN, TYP. - PROTECT IN PLACE.454647484950515253545556575859606162A62B63646566676869703/LC-2.61,2/LC-2.73,4/LC-2.73/LC-2.101/LC-2.83/LC-2.51-6/LC-2.6 &5/LC-2.74/LC-2.51-3/LC-2.121/LC-2.135/LC-2.135/LC-2.135/LC-2.131/LC-2.133/LC-2.14--SYMBOLDESCRIPTIONDETAILCURB AND GUTTER - PER CIVIL PLANS.3` WIDE X 7` TALL SINGLE CHAIN LINK GATE WITH FORK LOCK WITH PADLOCK, TYPICAL OF 4 WITHGREEN VINYL COATED, 9-GUAGE MESH.STORM DRAIN PIPE - PER CIVIL PLANS.POTABLE WATER LINE - PER CIVIL PLANS.EXISTING POTABLE WATER LINE TO REMAIN - PROTECT IN PLACE.EXISTING MOW CURB TO REMAIN - PROTECT IN PLACE.EXISTING SITE FURNISHINGS TO REMAIN - PROTECT IN PLACE.GABLE ROOF SUN SHELTER. MODEL:SSG8X9MR. AVAILABLE THROUGH POLIGON OR APPROVEDEQUAL. TYPICAL OF 3.3` WIDE X 42" TALL SINGLE CHAIN LINK GATE, TYPICAL OF 5. GREEN VINYL COATED.10` TALL ACOUSTIFENCE. AVAILABLE THROUGH ACOUSTIBLOK OR APPROVED EQUAL. PH: (813)980-1400. COLOR: GREEN. INSTALL VERTICALSECTIONS WITH STAINLESS STEEL CABLE TIES AND1-1/2" X 1/4" METAL BAR. MEMBRANE SHALL BEINSTALLED BETWEEN TWO LAYERS OF GREEN VINYLCOATED CHAIN LINK MESH. CONTRACTOR SHALLPROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TOINSTALLATIONLEACH LINE.04 MASONRYSYMBOL DESCRIPTIONDETAIL7172737475767778798081PAPLANTING AREA.4/LC-2.133/LC-2.132/LC-2.131/LC-2.134/LC-2.3SYMBOLDESCRIPTIONDETAILSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N DE S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2018-02-08; 09:14am, Drawing Title: 15-405 S-CON.dwg, User ID: mmoss LC, JFMMJTB, JJ11/08/1738LC-1.0CONSTRUCTION LEGENDSHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.5 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.11 FOR CONSTRUCTION DETAILS11[::=JD ~□ EID□ •; '.' V V V V ,. "'l"" '7 <1" 'l '1 '1""""" V 'l ,JV "7 '1 ':' 'l D □ □ □ □ □ □ □ D □ D (Q)g D cg D D D ~□ D D D r--7' L __ _J / I ,-\ 9.J ' ••. 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DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION LEGEND FOR: APPROVED BY:2,..J'vJv.-JV\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE,111;1909 EXP. 9/30/19 DAlE 02/08/18 SDG DELTA 1 OWN BY: I PROJECT NO. 11 DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: 1A1A1A6399991A4738B2018183022B233930191722B421337211236A3334282936A3713233938A22B1742581836B771ASDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-CON.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LC-1.4LC-1.1LC-1.2LC-1.339LC-1.1LIMIT O F W O R K LIMIT OF WORK LIMIT OF WORKREFERENCE ENLARGEMENTON SHEET LC-1.4 AND LC-1.5FOR PLAYGROUND LAYOUT.SHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.5 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.11 FOR CONSTRUCTION DETAILSJ I --I I ----3---3---3-.. 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' I\ "AS EXP. 0 / BUil T" CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION PLANS FOR: \ I / DATE DATE I SHEETS I APPROVED BY:2,~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEl§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: 2A8682A1B1B442BLEACH LINEDEEPWELL3'-0"2140282914B14A50463738B2928244314A14B5247355728294445465116485128294649214037292814A14B1622A24374138ASDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 01:56pm, Drawing Title: 15-405 S-CON.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LC-1.4LC-1.1LC-1.2LC-1.341LC-1.3LIMIT OF WORKLIMIT OF WORKSHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.5 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.11 FOR CONSTRUCTION DETAILS----(( / CJCJ --::.~-;:c/-->;-----0 ', ' _.,..,,..,,.::-,.,,.t;;;;;-;--t-;-7-;;,17;:--171717:";17"1;-;-"t-;-777;;--;-,t;;r::";;;-;--;-7777;:-;;--171717;;;;,-;;"';l;:;''77;:-;:-;:-17:";17;-;-;-..,,..,.;:-t--+-,------j-~f":,'' -½ , ½-½ ½:~:½½:½½ :½½~½½½:½½~½ ½½, '·,, '..... --~~¼-y-,;,;---,,;---,,.,;: ~½ ', ' ' ' , ~/4 ~½ ~ "¼-K ~ ½:,,.-t----f--+--+~,,,~ ' ½½½½½½½,/½ /½½½½½½½/½½/½½½½½;; ½½/½½/½½ ;;;;?;---0_ l ½ ½ ½ ½ ½ ½ ;; ½ ;; ½ ½ ;; ½ ½ ,"-"--"-"-",,"1 ¼~ ~ ½ ~ ¼~ ~½~/4'' ½~:>".......;__;;;._½~/~½~ ~½~½½¼ ¼¼ ½½½½ ½½½½ ½½½ ½ ½ ¼ ½½ ¼ ½ ½ ½ " ¼ /. ½½ ½ ½ ½ ½ ½ ;; ½;; ½ ¼ ½ ½ ½ ½ ½ ,:_;;---:: ·;; ½ ½ ½ ½ ,. ____ _ ½ ,, ,, ½ T, ½ ;; ½ ½ , 1/ X 1/ 1/ ½ ½ ¼ ¼ ¼ ¼ ½ ;; ½ ;; ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ¼ ½ ½ ½ ;; ½ ;; ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ;; ;; ;; ;; x ;; x x ½ x x ;; ;; x ;; x ;; x V x 1/ ½ ½ ¼ ½ ¼ ;; ½ ;; ½½½½½½½ ½½¼½½½ ½ ½¼ ¼ ¼ ¼ ½ ½ ¼ ½ ½ ½ ½ ½ ½ ¼ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ¼ ½ ½ ½ ½ x ½ ½ x ½ ¼ ½ ¼ ¼ ½ ½ x ½ x ½ ¼ F ¼ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ¼ ½ ½ ½ ½ ½ ½ ½ ½ ½ ;; ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ ½ z z ½ ½ ½ ½ z ½ z ½ z F z ½ ½ ½ ½ ½ ½ ½ " :::::½½½:½½ ;½½½½•~"-'•"--,~½'. 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DATE -REVIEWED BY: -----I INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION PLANS FOR: APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I DAlE INITIAL DAlE INITIAL CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: WWW W W W W W X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXX30'-0" TYP.60'-0" TYP.4'-0"5'-0"6'-0" 4' TYP.9'-0"4'-0"10'-4"1A1A3459606162A62B63646566676967707071727373767868798080PAPAPAPA447377754'-4"60'-0" TYP.LEACH LINE747375814' TYP.77302829303077777716SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:56pm, Drawing Title: 16-409 S-CON.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LC-1.4LC-1.1LC-1.2LC-1.3LC-1.4LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKSHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.6 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.14 FOR CONSTRUCTION DETAILS42n l -H J CJCJ I j I Y-/ I ( I I --... 1 t i n I I C I I t I I I I I .,......,.,.. 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I, ----! / ! ---.1 I I', I ·11 11 I I I I I, I I I 1~ I 'I i ,;;;: 1 =F "AS BUil T" P.E. __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE l-------1f--+---------------t-,-,-,11 SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ~LAND~=sc~AP~E:==::=CO:::NS=TR=-u;;;CTI;ON;:;=;P:;;LANS~;;=;FO;;;;;R:~-==:.-====, APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I R34.5'ALFHIJEBCDJIIJIJGHKOQMNR13.6'R37.6'R13.4'PLEASE NOTE: PLAY EQUIPMENT COMPONENTS LISTED BELOW ARE PER MANUFACTURE: PLAYWORLD & ELEPHANT PLAY (ORAPPROVED EQUAL). AVAILABLE THROUGH VENDORS: DAVE BANG ASSOCIATES, INC. CONTACT: (800) 669-2585 & RECREATIONREPUBLIC, CONTACT: (760) 690-4030. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.PLAYGROUND EQUIPMENT:A"2-5" YEARS OLD PLAY COMPONENTS:"5-12" YEARS OLD PLAY COMPONENTS:MISCELLANEOUS:PRE-FABRICATED STRUCTURE (USER AGE:2-5 YEARS OLD): "ACTIVO BAMBINO" MODEL#ACT-1300 BY PLAYWORLD OR APPROVEDEQUAL. PROVIDE WITH ALL 8 AVAILABLEACTIVO BAMBINO ACTIVITY PANELS. COLORTO BE SELECTED BY LANDSCAPEARCHITECT. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800)669-2585 INSTALL PER MANUFACTURER'SSPECIFICATIONS.BPRE-FABRICATED STRUCTURE (USER AGE: 5-12YEARS OLD): "UNITY DOME" MODEL# ZZXX0366BY PLAYWORLD OR APPROVED EQUAL. COLORTO BE SELECTED BY LANDSCAPE ARCHITECT.AVAILABLE THROUGH DAVE BANG ASSOCIATES,INC. PHONE: (800) 669-2585 INSTALL PERMANUFACTURER'S SPECIFICATIONS.CUNITY RUSHMORE (USER AGE: 5-12 YEARS OLD):MODEL# ZZXX0183 BY PLAYWORLD OR APPROVEDEQUAL. COLOR TO BE SELECTED BY LANDSCAPEARCHITECT. AVAILABLE THROUGH DAVE BANGASSOCIATES, INC. PHONE: (800) 669-2585 INSTALLPER MANUFACTURER'S SPECIFICATIONS.DUNITY CANOPY (USER AGE: 5-12 YEARS OLD):"UNITY SMALL CANOPY BASE" MODEL# ZZXX0189 &"UNITY SMALL CANOPY ADD-ON" MODEL# ZZXX0191BY PLAYWORLD OR APPROVED EQUAL. COLOR TOBE SELECTED BY LANDSCAPE ARCHITECT.AVAILABLE THROUGH DAVE BANG ASSOCIATES,INC. PHONE: (800) 669-2585 INSTALL PERMANUFACTURER'S SPECIFICATIONS.EUNITY SLIDE CLIMBER (USER AGE: 5-12 YEARS OLD):MODEL# ZZXX0346 BY PLAYWORLD OR APPROVEDEQUAL. COLOR TO BE SELECTED BY LANDSCAPEARCHITECT. AVAILABLE THROUGH DAVE BANGASSOCIATES, INC. PHONE: (800) 669-2585 INSTALLPER MANUFACTURER'S SPECIFICATIONS.FUNITY TEETER TUNNEL (USER AGE: 5-12 YEARS OLD):MODEL# ZZXX0182 BY PLAYWORLD OR APPROVEDEQUAL. COLOR TO BE SELECTED BY LANDSCAPEARCHITECT. AVAILABLE THROUGH DAVE BANGASSOCIATES, INC. PHONE: (800) 669-2585 INSTALLPER MANUFACTURER'S SPECIFICATIONS.HUNITY STEPPER (USER AGE: 5-12 YEARS OLD):"LARGE" MODEL# ZZUN7138S BY PLAYWORLD ORAPPROVED EQUAL. COLOR TO BE SELECTED BYLANDSCAPE ARCHITECT. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'S SPECIFICATIONS.IUNITY STEPPER (USER AGE: 5-12 YEARS OLD):"MEDIUM" MODEL# ZZUN7137S BY PLAYWORLD ORAPPROVED EQUAL. COLOR TO BE SELECTED BYLANDSCAPE ARCHITECT. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'S SPECIFICATIONS.JMSAFETY SIGN: USER AGE: 2-5 YEARS OLD.MODEL#: ZZXX0165 BY PLAYWORLD ORAPPROVED EQUAL. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'SSPECIFICATIONS.NSAFETY SIGN: USER AGE: 5-12 YEARS OLD.MODEL#: ZZXX0175 BY PLAYWORLD ORAPPROVED EQUAL. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'SSPECIFICATIONS.OPUNITY STEPPER (USER AGE: 5-12 YEARS OLD):"SMALL" MODEL# ZZUN7136S BY PLAYWORLD ORAPPROVED EQUAL. COLOR TO BE SELECTED BYLANDSCAPE ARCHITECT. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'S SPECIFICATIONS.KGUNITY HOOPLA SWING (USER AGE: 5-12 YEARS OLD):"LARGE" MODEL# ZZXX0199 BY PLAYWORLD ORAPPROVED EQUAL. COLOR TO BE SELECTED BYLANDSCAPE ARCHITECT. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'S SPECIFICATIONS.NET SPINNER (USER AGE: 5-12 YEARS OLD):"ROTATING DISH" MODEL# ERD820S BY ELEPHANTPLAY OR APPROVED EQUAL. COLOR TO BE SELECTEDBY LANDSCAPE ARCHITECT. AVAILABLE THROUGHRECREATION REPUBLIC. PHONE: (760) 690-4030.INSTALL PER MANUFACTURER'S SPECIFICATIONS.LMOTION PLAY - SPIN CUP (USER AGE: 5-12 YEARSOLD): MODEL# ZZXX0065 BY PLAYWORLD ORAPPROVED EQUAL. COLOR TO BE SELECTED BYLANDSCAPE ARCHITECT. AVAILABLE THROUGH DAVEBANG ASSOCIATES, INC. PHONE: (800) 669-2585INSTALL PER MANUFACTURER'S SPECIFICATIONS.QARTIFICIAL TURF MOUND. SEE ENLARGEMENTSHEET: LC-1.5 AND DETAILS 2/LC-2.2RESILIENT SURFACING MOUND. SEEENLARGEMENT SHEET: LC-1.5 AND DETAILS1,2,3,4/LC-2.2RESILIENT SURFACING. SEE ENLARGEMENTSHEET LC-1.5 AND DETAILS 1,2,3,4/LC-2.2OPPSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/1743LC-1.5ENLARGEMENT: PLAY EQUIPMENT LAYOUT PLANSCALE: 1" = 10'01PLAYGROUND INDEPENDENT AUDIT:PLAY EQUIPMENT NOTES:EXISTING UTILITY NOTE:ENLARGEMENT: ADA PATH OF TRAVEL PLANSCALE: 1" = 10'02SHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.5 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.11 FOR CONSTRUCTION DETAILS, I I I I i' I I I I i' I i' I I I I I I I i I I I I I I I i I i I I I I i' I I I I I I I H ' . I I i' I I I I I / I i' I i I I I I I I _I j-L3 I I I ' I ' I I I I I I I I I i I I / I I I I i I i' I I I I i'-1 __ I I I I I I i I i I I I I I I I i' I I / I i I i' I I I I I I I i I I I I I I I i' I i' I I I I i / I I I I / I i I i' I I I I I I I i' I I I I i' I i' I I I I I I I i' I I I I I I I i I i I I I I i' I I I I I I I I ' I I I I ' I I I I I I ' I I I I I I I I ' I I I I I ---3-' \ ' I I I I ,-,-/ ' --3-" ----------------£: ----\/' . -~,--. ///,/ .. / ,;;;.~r='¾"' ·", .•· " --------------"· ---,.::::_ --£: / / / --I' I! \ 1// /' ; / ' / .> I I BB / ' ' ' l I I □ THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN INDEPENDENT AUDIT OF THE PLAYGROUND AREA, SURFACING AND ALL PLAY EQUIPMENT. THE AUDIT SHALL BE CONDUCTED BY A NRPAfNPSI CERTIFIED PLAYGROUND SAFETY INSPECTOR. THE AUDIT SHALL DETERMINE COMPLIANCE OF THE PLAYGROUND AREA, SURFACING, AND ALL PLAY EQUIPMENT WITH THE MOST CURRENT VERSIONS OF ACCESSIBILITY AND SAFETY STANDARDS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: AMERICANS WITH DISABILITIES ACT (ADA), CONSUMER PRODUCT SAFETY COMMISSION'S (CPSC) HANDBOOK FOR PUBLIC PLAYGROUND SAFETY, THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FOR PLAYGROUND EQUIPMENT FOR PUBLIC USE (F-1487) AND STANDARD SPECIFICATION FOR IMPACT ATTENUATION OF SURFACE SYSTEMS UNDER AND AROUND PLAYGROUND EQUIPMENT (F-1292) AND STANDARD SPECIFICATION FOR DETERMINATION OF ACCESSIBILITY OF SURFACE SYSTEMS UNDER AND AROUND PLAYGROUND EQUIPMENT (F-1951). THE AUDIT SHALL ALSO TEST FOR ACTUAL G-MAX RATINGS ACCOMPLISHED WITH VARIOUS SURFACE MATERIALS. 1. CONTRACTOR SHALL PROVIDE LANDSCAPE CONSTRUCTION INSPECTOR WITH ANY SUBSTITUTES OF PLAY EQUIPMENT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION 2. INSTALLATION CONTRACTOR SHALL BE CPSI CERTIFIED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ITEMS FOUND NOT TO BE IN COMPLIANCE WITH THE ABOVE STANDARDS AS A RESULT OF THE AUDIT. THE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE CONSTRUCTION INSPECTOR AND PROJECT MANAGER A SIGNED LETTER STATING THAT THE PLAYGROUND AREA, SURFACING AND PLAY EQUIPMENT COMPLY WITH ALL CURRENT APPLICABLE ACCESSIBILITY AND SAFETY STANDARDS. THE LETTER SHALL INCLUDE AN ITEMIZED LIST CORRESPONDING TO EACH AUDIT ITEM, DESCRIBING ALL CORRECTIONS AND THE DATE EACH CORRECTION WAS COMPLETED. IF APPLICABLE, THE LETTER MAY STATE THAT ANY EQUIPMENT IN QUESTION IS CERTIFIED BY IPEMA. (PROVIDE MANUFACTURER'S PROOF OF IPEMA CERTIFICATION.) 4. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WIT STANDARD COLORS FOR SELECTION PRIOR TO PURCHASE. H MANUFACTURER'S NDERGROUND UTILITIES. 1. COORDINATE FOOTING DEPTHS AND SIZES WITH EXISTING U MINIMUM 24" FILL SE ERATION RE9utBEp BETWEEN BOTTO M OF FOOTING AND EXISTING UTILL S DETAIL 9/1 C:-,2 Q fOR TYPICAL PLAYS TRUCTURE FOOTING DETAIL. SEE 1. R EXISTING UTILITY LEGEND . DAlE INITIAL ENGINEER OF WORK □ □ □ □ □ □ □ □ □ □ □ DAlE INITIAL REVISION DESCRIPTION OlHER APPROVAL DAlE INITIAL CITY APPROVAL □ □ □ □ □ I SHEET I "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION PLANS FOR: DATE DATE I SHEETS I APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: +2.0'2:1+2.0'3:1+2.0'2:1+1.5'2:1+1.5'2:1+1.5'2:1+3.0'+1.0'+2.0'1.5:1+1.5'2:1+4.25'2:11.5:11.5:12:1+2.5'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'2'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'4'4'4'4'4'4'4'4'4'5'5'5'5'5'5'5'5'5'5'5'6'8'8'8'20'30'20'10'8'3'16'8'8'MOUNDING LAYOUT LEGEND:SYMBOL:SLOPE RATIOHIGH POINT ELEVATION OF MOUNDONE FOOT CONTOURDESCRIPTION:X:1+0.0'SAFETY SURFACING LEGEND:SYMBOL:RUBBERIZED RESILIENT SURFACINGAVAILABLE THROUGH SPECTRATURF ORAPPROVED EQUAL. PH: (800) 875-5788.COLOR: BLUE = [70% SKY BLUE (1403), 10%EGGSHELL (1102), 20% NAVY BLUE (1407)].DESCRIPTION:DETAIL:1,2,3,4/LC-2.2RUBBERIZED RESILIENT SURFACINGAVAILABLE THROUGH SPECTRATURF ORAPPROVED EQUAL. PH: (800 )875-5788.COLOR: ORANGE = [90% ORANGE (1904), 10%EGGSHELL (1102)].1,2,3,4/LC-2.2ASTROTURF 3D3 SYNTHETIC TURF.PRODUCT CODE SL356 PERSPECIFICATIONS. AVAILABLE THROUGHSYNLAWN OR APPROVED EQUAL. PH: (858)527-2695.4/LC-2.2NUMBER INDICATES DIAMETER IN FEET#SYNTHETIC TURF GLUED SEAM4/LC-2.24/LC-2.2SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/1744LC-1.6ENLARGEMENT: MOUNDING LAYOUT PLANSCALE: 1" = 10'-0"01ENLARGEMENT: SAFETY SURFACING LAYOUT PLANSCALE: 1" = 10'-0"02SHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.5 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.11 FOR CONSTRUCTION DETAILSPAPAPAPA1. UNLESS SPECIFIED OTHERWISE, LANDSCAPE CONSTRUCTION AND LAYOUT WORK INCLUDES,BUT IS NOT LIMITED TO THE LOCATION, PLACEMENT AND DETAILING OF THE PAVING TOOCCUR ADJACENT TO THE BUILDING, CONCRETE MASONRY WALLS, CONCRETE MASONRYSEATWALLS, LANDSCAPE WALLS, CONSTRUCTION OF CERTAIN SPECIFIED SITE FURNITURE.2. SEE ENGINEER'S PLAN FOR PARKING AREA, RETAINING WALLS, SITE DRAINAGE AND GRADING,FINISH GRADING, AND SITE UTILITY LAYOUT.3. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TOFACES OF AND PERPENDICULAR FACE OF BUILDING WALLS UNLESS SHOWN OTHERWISE. ALLANGLES AND CONNECTIONS ARE (90) DEGREES UNLESS NOTED OTHERWISE. WALKSCONNECTING DOORS ARE TO BE ALIGNED WITH FACE OF BUILDING UNLESS NOTEDOTHERWISE.4. ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESSOTHERWISE NOTED.5. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETSEXISTING WALLS, PAVING, OR OTHER HARD SURFACES. EXPANSION JOINTS SHALL BESEALED TO PREVENT MOISTURE SEEPAGE AFTER CURING. EXPANSION JOINTS ON WALKS TOBE A MAXIMUM OF 30'-0" ON CENTER PER GEOTECHNICAL REPORT. PROVIDE 1/2" SMOOTHDOWELS AT 24" O.C. AT ALL EXPANSION JOINTS AND #3 REBAR DOWELS AT 24" O.C. AT ALLCONSTRUCTION JOINTS. CONTRACTOR SHALL DRILL EXISTING CONCRETE TO REMAIN ANDEPOXY SET AS REQUIRED.6. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACINGAND ALIGN WITH BUILDING EDGES.7. CONSTRUCT EXPANSION, WEAKENED-PLANE (CONTRACTION) AND CONSTRUCTION JOINTS INACCORDANCE WITH SECTION 303- 5.4 OF (GREENBOOK) STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION UNLESS OTHERWISE NOTED.8. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR SIDEWALKSUNLESS OTHERWISE INDICATED. FINISH SHALL BE AS NOTED ON PLANS.9. CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING ORSTANDING WATER. ALL FINISH SURFACES SHALL MAINTAIN A 1.5% SLOPE AWAY FROMBUILDINGS AND WALLS INTO DRAINAGE STRUCTURES AND SHALL HAVE A MAX. CROSS SLOPEOF 1.5%. CONTRACTOR SHALL NOTIFY THE CITY OF ANY CONFLICTS MAINTAINING DRAINAGE.10. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATETHE CURVED CONFIGURATION AS SHOWN ON THE PLANS.11. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION.12. SEE ELECTRICAL PLANS FOR CONDUIT AND LIGHT POLE LOCATIONS PRIOR TOCONSTRUCTION.13. GRAFFITI PROTECTION: ALL VERTICAL MASONRY AND CONCRETE SURFACES, AND CONCRETEAMENITIES SUCH AS BUT NOT LIMITED TO TABLES, BENCHES, DRINKING FOUNTAINS, ETC.SHALL BE TREATED WITH A NON-SACRIFICIAL ANTI-GRAFFITI COATING. ANTI-GRAFFITICOATING SHALL BE AS MANUFACTURED BY PROSOCO OR APPROVED EQUAL. MATERIALSSHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.14. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE CITY.15. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNINGCONSTRUCTION.16. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TOPROVIDE ELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC.17. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TOCONSTRUCTION. NOTIFY THE CITY OF ANY DISCREPANCIES IMMEDIATELY.18. THE CONTRACTOR SHALL HAVE THE CITY VERIFY ALL CONSTRUCTION STAKING LOCATIONSPRIOR TO INSTALLATION OF CONCRETE & D.G.PAVING.19. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE HOT DIPPED GALVANIZEDUNLESS OTHERWISE NOTED.20. THE CONTRACTOR SHALL PROVIDE A 3'X3' MOCK UP OF ALL PAVING MATERIALS, SEAT WALLSAND RETAINING WALLS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRUCTION.21. ALL DRINKING FOUNTAINS SHALL BE SELF-CLOSING AND COMPLY WITH NSF 61 AND TO THEAPPLICABLE STANDARDS IN TABLE 1401.1 (REF. SECTION 415.1 CPC).22. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL FOR THEPROPOSED SOCCER ARENA.23. ALIGN ALL UTILITY BOXES SET IN CONCRETE PARALLEL WITH ADJACENT SCORING.24. ALL PARK SIGNAGE TO BE PLACED ON 2" GALVANIZED POST WITH CAPCONSTRUCTION NOTES:I I I I / I I I I ' I ' I I I I I I I , I I / I -I ,+-3 ---3-i I i' I I I I I I I i' I I I I I I I ' I ' I I I I , I I I I I 1-l __ _ I I I i' I i' I I I I I I I i I I I I i I i I I I I I I I i' I I I I I / I i I i' I I I I i I I I I I I I i I i I I I I I I I i I I I I i' I i I I I I I I I I I I I I ' I I ' I I I I I I I I I I I \ \ ,, I I I ,, I I I I I I I I I I I i I i' I I I I I I I i I \ -1 ,+-3 - - -3 -i I i' I I I I I I I i' I I I I I I I i' I i I I I I i I I 1--.L __ _ I I I i I i I I I I I I I i' I I I I i' I i' I I I I I I I i I I I I I I I i I i I I I I i' I I / I I / I i' I i I I I I I I I i / I I I i' I i' I I I I I I I I I I I I ' I I ' I I I I I I ' I I I I I ,, I I ,, I I I I I I I I ,-3 ---3-' '', I '' I \ \ I .~~L:_::---, I I I I I ' I ' )>:.':_, / '--, __ _ I ~ •,._ •·•-..._•,., .......... , ••• .,, I I I ~/ I 3 ,-----3-I I I I I I I I -++--++--++ + - + + + - - + + -+ - + + + + - + + + + - - + + + - + + + I I I I I I I I --++--++--++ -+++-+++-+++ --++--++--++ +++-+++-++ ' ' y • ' y ' "" ,;,:?$;J1 ,, . ' • @© .,. ..... { ' ,_/ --£: --.,. ..... { ' '-/ 7 ' ,, + 1/+ -' I' - + '+ + I I I' I I I 4 I I I I '! ' I I I/ I I + - -/+ + ++-/+++ + t-+ t--4 I I E3E3 I I ' ' I I I I I I +++++++ ++++++++ +++++++ ++++++++ 0 ------DAlE INITIAL ENGINEER OF WORK "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION PLANS & NOTES FOR: APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I DAlE INITIAL DAlE INITIAL CHKD BY: REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.0B.NOTES:A. 3554CONCRETE PAVING PER PLAN123121/4" FELT EXPANSION JOINT WITH 1/2" X 12" LONG SMOOTH STEELSPEED DOWEL AT 36" ON CENTERMAX.LEGEND:SCORE LINE, SAW CUT AT 1/2 INCHDEPTH TYPICAL4EXPANSION / CONTROL JOINT3/16 RADIUS - 1/4" DEPTH TOOLEDEDGEPOLYURETHANE SEALANT'SONNEBORN' SL-2 SLOPE GRADE -CONFORM TO ASTM C920 TYPE M -GRADE T, OR EQUALSEE LANDSCAPE CONSTRUCTION PLANFOR EXPANSION JOINT AND CONTROLJOINT LOCATIONSAT A MINIMUM PROVIDE THE FOLLOWING:CONTROL JOINTS: 5' O.C. FOR WALKWAYSAND 10' O.C. FOR SLABSEXPANSION JOINTS: 30' O.C.SECTION36" CONCRETE MOW CURB5NOTES:66321543MATERIAL PER PLAN1246"FINISHED GRADE 1" BELOW TOP OF CURB IN LAWN AREAS AND 2" AT SHRUBBEDS TO RECEIVE WOOD MULCH OR DG MULCH.PROVIDE EXPANSION JOINTS AT 30'-0" MAX. O.C., TYP. PER DETAIL. PROVIDECONTROL JOINTS @ 10'-0" O.C., TYP.A. #4 REBAR HORIZONTAL AND CONTINUOUS OVERLAP SPLICES 12" MINIMUM-WRAP AROUND POSTS WHERE OCCURS.6"6" CONCRETE MOW CURBFINISHED GRADE 2" BELOW TOP OF CURB IN SHRUB AREAS.COMPACTED SUBGRADE DEPTH PER GEOTECHNICAL REPORT.LEGEND:5FINISHED GRADE2/31/3NOTES:A. BURY BOULDERS BY 1/3 HEIGHTB.321LANDSCAPE BOULDER123BOULDER (SEE PLANFOR TYPE AND SIZE)BOULDERS SHALL BE INSTALLED SOTHAT NO ROCKING WILL OCCUR. ANYROUGH OR JAGGED EDGES SHALL BEGROUND SMOOTH.LEGEND:COMPACTED SUBGRADEPER GEOTECHNICAL REPORT.7TYPICAL PLAY STRUCTURE FOOTING1234PLAY STRUCTURE POST ANDFOOTING1RESILIENT SURFACING PERDETAILS 1,2,3/LC-2.22PERMEABLE BASE PERDETAILS 1,2,3/LC-2.23COMPACTED SUBGRADE PERGEOTECHNICAL REPORT45LEGENDVARIES5PER PLAY EQUIPMENTMANUFACTURER'SRECOMMENDATIONS558454(SEE PLAN)56WIDTH VARIES5SEECHART2163REBAR PER CHART FOR SIZEA. AT A MINIMUM PROVIDE THE FOLLOWING: CONSTRUCTION JOINTS: 10' O.C.EXPANSION JOINTS: 30' O.C.B. ALL REINFORCEMENT MUST BE CENTERED IN CONCRETE PROFILE.- CUT EVERY OTHER BAR AT SCORE JOINTS (CONTROL JOINTS).- REBAR SHALL NOT CONTINUE THRU EXPANSION JOINTS.C. CONCRETE COLOR AND FINISH PER PLAN.D. CONTRACTOR TO FOLLOW RECOMMENDATIONS OF SOILS REPORT AND/ORSTRUCTURAL ENGINEER.NOTES:COMPACTED SUBGRADE PER PAVING CHART(SEE ALSO GEO TECHNICAL REPORT)4321LEGEND:FINISH GRADE 1 " BELOW EDGE OF PAVING IN TURF AREAS TO HAVESOD, 1/2" IN AREAS TO BE HYDROSEEDED, 2" IN SHRUB BEDS.1/2 RAD. ON ALL OUTSIDE EDGES.CONCRETE PAVING PER CHARTSCORE LINES AND EXPANSION JOINTS3" CLEARCONCRETE PAVINGCONCRETE PAVING CHARTTYPETHICKNESSSTRENGTH REBARPEDESTRIANCONCRETEWALKS &SLABS4" MIN. OVER 12" SCARIFIEDAND RECOMPACTEDSUBGRADE TO 90%. MOISTURECONDITIONED TO 2% ABOVEOPTIMUM.2500 PSI#3 BAR AT 24"O.C. BOTH WAYSVEHICULARCONCRETE8-1/2" MIN. OVER 12" SCARIFIEDAND RECOMPACTEDSUBGRADE TO 90%. MOISTURECONDITIONED TO 2% ABOVEOPTIMUM.4000 PSI#3 BAR AT 24"O.C. BOTH WAYSPERVIOUSPEDESTRIANCONCRETE4-1/2" MIN. OVER 4" PERMEABLEAGGREGATE BASE OVER 12"SCARIFIED AND RECOMPACTEDSUBGRADE TO 90%. MOISTURECONDITIONED TO 2% ABOVEOPTIMUM.2500 PSI-PERVIOUSVEHICULARCONCRETE6" MIN. OVER 11" CALTRANSCLASS II PERMEABLEAGGREGATE BASE AND MIRAFIHP270 FILTER FABRIC, ORAPPROVED EQUAL, OVER 12"SCARIFIED AND RECOMPACTEDSUBGRADE TO 90%. MOISTURECONDITIONED TO 2% ABOVEOPTIMUM.4000 PSI-7AGGREGATE BASE PER PAVING CHART8FILTER FABRIC - MIRAFI HP270 OR APPROVED EQUAL87112TOOLED EDGES TO MATCH EXISTINGEXPANSION/CONTROL JOINT PER DETAIL 3/LC-2.0 - WHERE SHOWN ONPLANEXISTING CONCRETE.3NEW CONCRETE PER PLAN. INSTALL SLEEVE WHERE EXPANSIONJOINT OCCURS.4LEGEND:CONCRETEPAVING OVERCOMPACTEDSUBGRADE ORSUB BASEMATERIAL (PERPLAN AND SOILSREPORT)5 16" LENGTH #3 BAR DOWEL AT CONTROL JOINT. (PROVIDE 3/8"SMOOTH STEEL DOWEL AT EXPANSION JOINT LOCATION PER PLAN).FOR EXISTING CONCRETE, DRILL AND GROUT INTO EXISTING ATCENTERLINE, TYP.SECTION8" EQ.PLAN4" (TYP.)CONCRETE PAVING CONNECTION51512348" EQ.43PEDESTRIAN CONCRETE:24" MAX. (TYP.)VEHICULAR CONCRETE:12" MAX. (TYP.)2LIGHT POLE PAD36" MIN. CLEAR12356CONCRETE HARDSCAPE PER PLAN1WEAKENED PLANE JOINT2LIGHT POLE, CENTERED, TYP.3PLANTING AREA / ADJACENTSURFACING PER PLAN; FINISH GRADE2" BELOW CONCRETE ADJACENT TOSHRUB AREAS,1/2" BELOW ADJACENTTURF.525" x 15.5" x 18" PULL BOX PERELECTRICAL PLANS6NOTES:A. USE MONOLITHIC PLACEMENT FOR NEWCONSTRUCTION.B. POLE PADS SHALL DRAIN IN SAMEDIRECTION AS SIDEWALKC. CONCRETE PAD SHALL BE THE SAME ASSPECIFIED FOR SIDEWALKD. PULL BOX WITH BOLT-DOWN LID MIN. 6"FROM ALL EDGES (POLYMER EDGED BOXWITH BRICK FOUNDATION)LEGEND:MIN 3 - #3 OR #4 (12") STEEL DOWELS7MONOLITHIC CONCRETEPLACEMENT IN TURF AREASPAD WHEN ADJACENT TOEXISTING CONCRETE AND/OR IN SHRUB AREAS36" MIN. CLEAR237514" MIN.RADIUS= 2'6RADIUS= 2'RADIUS= 7'RETAINING CURB PER CIVILENGINEER PLANS446"44'-2"4'-3"3'-10"DURA BIKE LOCKER12PLANELEVATIONPERSPECTIVESTAINLESS STEEL EXTERIORPANELS1ANCHOR TO CONCRETE USING(4) REDHEAD PLACED IN FOURCORNERS OF LOCKER.2NOTE:1. CONTRACTOR TO INSTALL PERMANUFACTURER'S RECOMMENDATIONS.LEGEND334PADLOCK HANDLE34CITY OF CARLSBAD LOGO.CONTRACTOR SHALL REQUESTDIGITAL FILE FROM CITYENGINEER FOR COORDINATIONWITH MANUFACTURER.460 0 0 0 0 0 0 0 .. .,, . • 41. .41 . 4 ' -4. . • .,, '.<!I • .. ·a • _._"' ., ., · 4 • • ' '· .. ~-· . ·: ~ . .,, .., . ., -·· ... · · ... · ... ·----++-----------.'ti . . . . ., .,_ 0 0 0 0 0 . '--""--~ ... i, ,, 0 0 0 ~ rf <l,_·; ... , : ,· _:.. -===. ·; >" o 0 -1' ~\...--------------------------------------------.... "' -\IC SCAL:::: o,._l\l-:J_S_CA_L_E ---------------------o~\I_C>_S_TA_L_c ------------------------0 0 0 0 ;; -~ ;/;-. / // / / / • c-"---,-J;-'-.._/ / / / u ,--~~----·'-'•-"-4-'; :'.-"-. ,;...; / _______ ,,,._ 0 0 0 // /, , / / / /, <l 0 0 0 a 0 l•EJ cCALl / // / 0 0 0 0 0 0 -Uln:;,!..J.J; IIJT t-;,.!.!.!t,; 11 ;1 1 i' 111 1=3H-l< ,;,-,:: mJf I :11i'IIIII 111-111-111 ll11i' 1111 0 0 0 0 0 DD DD T 1 '-------------,,______________ -----t ,CrD I'll R R B r ,,~., ("-·:i \ j ) "''---=-/ \.,._-=-/ 0 0 0 0 "AS BU I LT" P.E. ___ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I l-----+----l---------------+---+----t---t-----1 PARKS & RECREATION DEPARTMENT l-----+----1---------------+--+---t---t-----1 LANDSCAPE CONSTRUCTION DET.AIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.1ADJACENT MATERIAL PER PLANSLEGEND:123457118" DEPTH LOAMY SAND TYPE SOILLAYER PER CIVIL PLANS68FILTER FABRIC7BASINCOMPACTED SUBGRADE PER GEOTECHVARIESPER PLANBIO-BASIN - NO LINERBASIN SIDE SLOPES SEE CIVIL PLANSSLOPE PLANTING PERPLANTING PLANS5436BASIN PLANTING PER PLANTING PLANSSLOPE PERCIVIL9GRAVEL OR MODULAR STORAGE SYSTEMPER CIVIL PLANS12SMALL COBBLE: SIZE: 1"-3" (10% OF TOTAL COBBLE)10MEDIUM COBBLE: SIZE: 3"-5" (45% OF TOTAL COBBLE)11LARGE COBBLE: SIZE: 6"+ (45% OF TOTAL COBBLE)25" MIN.18" MIN.PER CIVIL11910124" DEPTH CHOKER STONE LAYER PER CIVIL PLANS134" DIA. PERFORATED SUBDRAIN PER CIVIL PLANS4" MIN.7" MIN.813NOTE:1. PROVIDE 3" DEEP LAYER OF MULCH WHERECOBBLE IS NOT PROVIDED.22'-7"Ø 35 3/4"3'BIKE RACK11BIKE RACK PER CONSTRUCTION LEGEND.1LEGEND:1'-3"1'1' H X 3' L X 1'-3" W CONCRETE FOOTING.RECESS FOOTING UNDER PLAN CONCRETE.2CONCRETE PER PLAN.3COMPACTED SUBGRADE PER GEOTECHNICALREPORT.434321" EMBEDMENT DEPTH3ADA BBQ GRILL WITH BUILT-IN HOT ASHNOTE:1. GRILL MODEL PER CONSTRUCTIONLEGEND. INSTALL PER MANUFACTURER'SRECOMMENDATIONS.36"36"19"3"1"34"7 34"14 14"10 78"13"12(2) 14" INSERTS FOR STEEL COVER3LEGEND:PRE-CAST CONCRETE BBQ(4) 12" INSERTS (2) PER SIDEFOR SECURING BBQ GRILL2341CLEANOUT DOOR4PLANELEVATION VIEWREAR ELEVATION VIEW4463""22" SQ.120°PRECAST CONCRETE PREP TABLEELEVATION VIEWPLAN VIEWSIDE INSTALLATION VIEWTYP. POST BOTTOM VIEW30"123456PREP TABLE BASE1PREP TABLE TOP21/2" DIA. X 4 1/2" L BOLTS3GROUT POCKETS4CONCRETE FOOTING5(3) 1/2" DIA. INSETS (FS-2) FORANCHORING6NOTE:1. INSTALL PER MANUFACTURER'SRECOMMENDATIONS.LEGEND:R214""512"3" CLEARALL SIDESTYPICALLEGEND:ELEVATIONSECTION AT CENTER POST112"TREADDEPTH34"MIN.34"MIN.34"MIN.4"R3"8912"MIN.PERPLAN23456110141'-4"6"1112ADJACENT CONCRETE PAVING PER LANDSCAPECONSTRUCTION PLAN.1EXPANSION JOINT PER PLAN, SEE EXPANSION JOINTDETAIL.21-1/2" O.D. ROUND STEEL HANDRAIL PER DETAIL1/LC-2.1. CONTINUOUS BEND WITH 4" RADIUS. FINISH:GALV.3CONCRETE STAIRS PER DETAIL 1/LC-2.14COMPACT SUBGRADE PER GEOTECHINCAL REPORT.5CONCRETE FOOTING WITH 1 1/2" I.D. STAINLESSSTEEL SLEEVE, TACK WELD AND FILL SEAL WITHNON-EXPANSIVE GROUT. ALLOW NO PONDING OFWATER. CAN BE CONTIGUOUS POUR WITH STAIRS.65/8" GALV. STEEL DOWEL WITH 1" RADIUS BEND.WELD TO POST AND HANDRAIL.7511"411"1'-4"FLUSHTYPICAL.1.5"7378"SECTION AT SIDE POST34"MIN.12"MIN.614541.5"736"1314SEE DETAIL 1/LC-2.1NOTES:8" CHEEK WALL ON BOTH SIDES OFSTAIRS13TUBULAR STEEL GUARDRAIL PERDETAIL 1/LC-2.5143" STAIR BORDER WITH (4) 1/4"GROOVES AT 3/4" ON CENTER TYPICALALL STAIR TREADS AND UPPERAPPROACH. STAIN BORDER WITHCONTRASTING COLOR PER CBC TITLE24. SECTION 11B-504.2. COORDINATEWITH LANDSCAPE ARCHITECT FORSTAIN COLOR.81/2" RADIUS ON ALL EDGES TYPICAL.9#3 REBAR HORIZONTAL AT EACH STAIRTREAD.10#4 REBAR AT 12" ON CENTER TYPICAL.11#4 REBAR AT 24" ON CENTER TYPICAL.12CONCRETE STAIRS WITH GUARDRAIL AND HANDRAIL612"3" CLEARALL SIDESTYPICALA. ALL METAL TO BE GALVANIZED STEELINSIDE AND OUT.B. WELD AND GRIND SMOOTH ALLCONNECTIONS, EDGES, AND CORNERSTO ELIMINATE ANY SHARP EDGES.C. CONTRACTOR SHALL PROVIDE SHOPDRAWINGS FOR RESIDENT ENGINEERAPPROVAL PRIOR TO FABRICATION.D. PAINT ALL EXPOSED WELDS WITHGALVANIZED PAINT.E. ALL RADII SHALL BE SMOOTH.F. ALL STAIR SETS SHOULD COMPLY WITH11B-504 AND RAILINGS SHALL COMPLYWITH CBC TITLE 24, SECTION 11B-505.G. MAX 5' SPAN BETWEEN POSTS.NOTES:LEGEND:ELEVATIONSECTION AT CENTER POST112"TREADDEPTH12"34"MIN.34"MIN.34"MIN.1'-8"4"R3"8912"MIN.PERPLAN2345611031'-4"6"1112ADJACENT CONCRETE PAVING PER LANDSCAPECONSTRUCTION PLAN.1EXPANSION JOINT PER PLAN, SEE EXPANSION JOINTDETAIL.21-1/2" O.D. ROUND STEEL POST AND HANDRAIL.CONTINUOUS BEND WITH 4" RADIUS. FINISH: GALV.3CONCRETE STAIRS 520-C-2500. SLOPE TREADS 1/4"FOR POSITIVE DRAINAGE.4COMPACT SUBGRADE PER GEOTECHINCAL REPORT.5CONCRETE FOOTING WITH 1 1/2" I.D. STAINLESSSTEEL SLEEVE, TACK WELD AND FILL SEAL WITHNON-EXPANSIVE GROUT. ALLOW NO PONDING OFWATER. CAN BE CONTIGUOUS POUR WITH STAIRS.65/8" GALV. STEEL DOWEL WITH 1" RADIUS BEND.WELD TO POST AND HANDRAIL.73" STAIR BORDER WITH (4) 1/4" GROOVES AT 3/4" ONCENTER TYPICAL ALL STAIR TREADS AND UPPERAPPROACH. STAIN BORDER WITH CONTRASTINGCOLOR PER CBC TITLE 24. SECTION 11B-504.2.COORDINATE WITH LANDSCAPE ARCHITECT FORSTAIN COLOR.81/2" RADIUS ON ALL EDGES TYPICAL.9#3 REBAR HORIZONTAL AT EACH STAIRTREAD.10#4 REBAR AT 12" ON CENTER TYPICAL.11#4 REBAR AT 24" ON CENTER TYPICAL.12511"411"1'-4"FLUSHTYPICAL.2"2"1.5"737R6"8"SECTION AT SIDE POST34"MIN.12"MIN.63541.5"736"8" CHEEK WALL ON BOTH SIDES OFSTAIRS AT ARENA ONLY1313CONCRETE STAIRS WITH HANDRAIL1,, .... ------¥JL.~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ / ,{~I /4Iln-lli I 'j 11-Jy},_ ~i_,_:l[~~-!)\ .. cc·' ~-------1!~~~~,Jl/V~' :_:l::!:'.:;,:ii~'J!'/i'i,'"""4' !'!J:2½ -, ' ' ,.y~•,, I;/ '~C~};;,::~:r:~~~t~i~~;~tt<;~ . ,mu· I 0 0 0 0 0 0 1~ ,~l,:;J-::S:;C/~,LE;------------------------------------------------------------------------0~------1, Jo S::2/LE d ., <, ·~ d a " •d ~::::±===' ======cl 0 0 0 0 r'\ I \ __/ I ~-1 t -----J<_...____. 0 0 0 0 0 0 , ... 0 0 0 0 0-11,-J-S~-.A-IF ___________________ _ Q--/'.J t~ .J °"\*t J ' ---"<-+-+--,------°' I 0 0 0 0 0 0 0 I, ,r---::r~~J-;:,:-cA-:-;LE ________________________________________ _ -0 I I I Qr--l•J:-0 -=-sc=-.A-=F--------------------------0 0 0 0 0 0 0 I "AS BU I LT" P.E. __ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE t-----l--+-------------1---l---l---.l-_J I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT t--+-+-------------+----1----f------1---1 LANDSCAPE CONSTRUCTION DET.AIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL DWN BY: PROJECT NO. II DRAWING NO.I 1--=-'-"-'--.::..;::_-l--=-:..:..:..=..-L...::.::..:::..::'--1 CHKD BY: __ OlHER APPROVAL CllY APPROVAL RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.2PLAY AREA SAFETY SURFACING @ THICKENED EDGE1254364" MIN.6"CONCRETE PAVEMENT WITH THICKENEDEDGE SLOPE AWAY FROM TOT LOT AT 1.5%1COMPACTED SUB-GRADE PER GEOTECHNICALREPORT2COLOR WEAR LAYER PER MANUFACTURER3CUSHION LAYER PER MANUFACTURER4PERMEABLE BASE COMPACTED TO 95%51" x 1" KEY IN CONCRETE BASE645 DEG CHAMFER71.5%NOTE:A. SLOPE SUB-GRADE AND SUB-BASE FORRESILIENT SURFACING TOWARDPLAYGROUND DRAINAGE. SEE CIVIL PLANS.45°1.5%4"7LEGEND:5"1PLAY AREA SAFETY SURFACING AT CONCRETE CURB1254364" MAX8"CONCRETE CURB - SLOPE AWAY FROMTOT LOT AT 1.5%1COMPACTED SUB-GRADE PERGEOTECHNICAL REPORT2COLOR WEAR LAYER PER MANUFACTURER3CUSHION LAYER PER MANUFACTURER4PERMEABLE BASE COMPACTED TO 95%51" x 1" KEY IN CONCRETE BASE645 DEG CHAMFER71.5%NOTE:A. SLOPE SUB-GRADE AND SUB-BASE FORRESILIENT SURFACING TOWARDPLAYGROUND DRAINAGE. SEE CIVIL PLANS.45°1.5%(2) #4 REBAR TOP AND BOTTOMWHEN 12" DEEP. (3) #4 REBARTOP AND BOTTOM WHEN 18"DEEP889ADJACENT PLANTING PER PLAN97LEGEND:4" MIN.5"EQUALEQUAL2SYNTHETIC TURF AT PLAY AREACOMPACTED SUBGRADEPER GEOTECHICALREPORT1RESILIENT SURFACINGPER LEGEND2ARTIFICIAL TURF PERLEGEND. SLOPE RATIOPER LC-1.5. GLUE TO PAD3CUSHION LAYER PERMANUFACTURER44" CONCRETE BASE5NOTES:A. THE GRASS MUST BE INSTALLED AND SEAMED WITH ADJACENT PIECESRUNNING IN THE SAME DIRECTION; SEAMS SHOULD BE GLUED WITH SUITABLESEAMING GLUE AND SEAMING CLOTH, NOT ADHESIVE TAPEB. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH SPECIFICATIONS BYFACTORY AUTHORIZED INSTALLERS.LEGEND:4" PERMEABLE BASECOMPACTED TO 95%6147SHEER TURF BELOWRESILIENT SURFACING896X6 WELDED RUBBERWIRE MESH1" FOAM PAD. GLUE TOCONCRETE BASE12" 8"12"2356789102" X 1" KEY10112"X 4" RECYCLEDPLASTIC LUMBER11447PLAY AREA SAFETY SURFACING: COLOR JOINTS123456COMPACTED SUBGRADEPER GEOTECHICALREPORT1WEAR LAYER COLOR #1PER MANUFACTURER2WEAR LAYER COLOR #2PER MANUFACTURER3CUSHION LAYER PERMANUFACTURER4PERMEABLE BASECOMPACTED TO 95%51" MIN. OVERLAP OFWEAR LAYER COLORSAT COLOR JOINTS.6NOTE:A. PRIME THE OVERLAP AREAOF WEAR LAYER COLOR #1WITH ALIPHATICPOLYURETHANE BINDERIMMEDIATELY PRIOR TOAPPLICATION OF WEARLAYER COLOR #2.1" MIN1/4" 1/4"LEGEND:4" MIN.PER MFR.318" WIDE CONCRETE SEAT WALL WITH CHAMFERADJACENT PAVING OR PLANTINGAREA PER PLANS1CAST IN PLACE NATURAL GRAYCONCRETE SEAT WALL2(4) #4 CONTINUOUS (REBAR TOP & BOTTOM)3CONCRETE FOOTING AS DETAILED4567COMPACTED SUBGRADE PERGEOTECHNICAL REPORT8EXPANSION JOINT91011CORNER ENLARGEMENT#4 REBAR @ 12" O.C. WITH 90°END HOOKS (TOP + BOTTOM)#4 REBAR @ 12" O.C. WITH 135° ENDHOOKS (ONE PIECE AS SHOWN)2 - CONTINUOUS #5 REBAR @12" O.C. MAX. TYP.CAPS - #4 REBAR @ 12" O.C.1/2" CHAMFER - ALL EDGESNOTE:A. FIELD APPLY ANTI GRAFFITI COATING ONALL EXPOSED SURFACES, PERSPECIFICATIONSISOMETRIC21111211121" x 1" HORIZONTAL VOID (SKATEDETERRENT) LOCATE 3'-0" O.C. ALONGTOP OF RETAINING WALL 2'-0" FROMENDS AS SHOWN12LEGEND:SECTION AT SYNTHETIC TURF CONDITION18"12"3'-0"18"234133" CLEAR TYP.791011187' TO DAYLIGHTMINIMUM513SYNTHETIC TURF PER PLAN, SEEDETAIL 5/LC-2.10SECTION AT ARENA RAISED PLANTER18"12"12"3'-0"18"23413" CLEAR TYP.791011865141142 COATS WATERPROOF MASTIC ONINSIDE OF PLANTER WITH DRAIN MATPROTECTION BOARD154" DIA. PERFORATED PIPE WITHGRAVEL WRAPPED FRENCH DRAIN(CONNECT TO STORM DRAIN)155THICKENED EDGE AT ARENA128" MIN.6"PERVIOUS CONCRETE PAVEMENT WITH THICKENEDEDGE SLOPE AWAY FROM PLANTING AREA AT 1.5%1COMPACTED SUB-GRADE PER GEOTECHNICAL REPORT21.5%4"LEGEND:ADJACENT PLANTING AREA PER PLAN336463224" x 36" PARK RULES SIGNPER CONSTRUCTION LEGEND ANDSPECIFICATIONS.2" SQ. POWDER COATED TUBULARSTEEL SINGLE POST INGROUNDFRAMELESS PEDESTAL MOUNT.POST, FASTENERS, AND ALLBRACKETRY TO BE POWDERCOATED SEMIGLOSS BLACK.CONCRETE FOOTING - SIZE ASINDICATED - POST SHALL HAVE 10"MIN. EMBEDMENT, WITH 4" MIN.CLR. FROM CONCRETE PAVING.CROWN FOOTING FOR POSITIVEDRAINAGEADJACENT CONCRETE PAVING PERPLANSADJACENT PLANTING PER PLANSCOMPACT SUBGRADE PERGEOTECHNICAL REPORT18"8"1. CONTRACTOR TO PROVIDE SHOP DRAWINGSINCLUDING APPROPRIATE FASTENERS ANDSAMPLES OF ALL MATERIAL USED, TOLANDSCAPE ARCHITECT FOR APPROVAL PRIORTO FABRICATION.2. CONTRACTOR SHALL COORDINATE WITH SIGNSTUDIO (1-858-569-7446) OR APPROVED EQUALFOR MANUFACTURER SIGNS. CONTACT: RICHMUHR (RICH@SIGNSTUDIOSD.COM)3. MATERIAL: .080 WHITE ALUMINUM4. COLORS: 4-COLOR DIGITALLY PRINTED VINYLGRAPHICS APPLIED TO WHITE ALUMINUM, WITHGRAFFITI LAMINATE APPLIED5. FINISHING: DIE CUT AT PINK DIE LINE IN PDFFILE6. PDF PROOFS REQUIRED FOR APPROVALBEFORE PRINTING. SEND TOMARY.SULLIVAN@CARLSBADCA.GOV ORLISA.CORNWALL@CARLSBADCA.GOV7. PRICE APPROVAL REQUIRED BEFORE PRINTING8. CONTRACTOR SHALL INSTALL SIGNS. FIELDVERIFY LOCATIONS WITH PARKS ANDRECREATION DEPARTMENT PRIOR TOINSTALLATION.1123456COMMUNITY PARK RULES SIGN5LEGEND:NOTES:SECTIONELEVATION2'-0"127*INDICATES STRUCTURALENGINEER REVIEW ANDAPPROVAL.*0 0 0 0 0 WJ SCALc , ... a:: Ll. ::!!: a:: UJ a. 0 0 0 0 0 0 0 0 I'· .: . ~~ k :. ·:. . ·,lx'.1i,,,,,'/&c -LHJ=Wc!: c-> .. '--:c,71 :~$·.r~:: ~~ a:: Ll. ::!!: a:: UJ a. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 ~~~;=;tj7Q 0 0 0 0 0 0 0 I 1-----------------------------------------------------------------------o-111-:: -s,-:.6-.LE __________________ _ \._ "" l\:J SCALE , I ... \ Poinsettia Community Park 0 0 0 0 0 0 "AS BU I LT" P.E. __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I l----+--+--------------+---+---t---t----1 PARKS & RECREATION DEPARTMENT l----+--+--------------+---+---t---t----1 LANDSCAPE CONSTRUCTION DETAIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: --PROJECT NO. II DRAWING NO.I CHKD BY: __ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.324"6'LEGEND:8" PERFORATED PVC PIPE.SET CONCRETE BROOKSBOX OVER DEEP WELL. FILLWITH 3/4" DRAIN ROCK TOTOP OF PIPE. - DO NOT FILLIN PIPE24" SQUARE CONCRETEBROOKS BOX WITH ADAGRATE12FINISH GRADE PER PLAN3213FLOWFLOW1% MIN.1% MIN.12"FLOW1% MIN.FLOW2% MAX.SOLID DRAIN PIPE -DRINKING FOUNTAINDISCHARGE LINE - SIZE ASREQUIRED BY CODE44CONNECT WASTE LINE TO8" PERFORATED DEEPWELL LINE53/4" CRUSHED GRAVEL -DRAIN ROCK66VARIESDEEP WELL53SECTION - LEACH LINE1745DRINKING FOUNTAIN AT MULTI-SPORT ARENA1234589CONNECT TO LEACH LINE PER DETAIL4/LC-2.3.LEGEND:1" POTABLE WATER SUPPLY LINE PER CIVILENGINEER'S PLANS. CONTRACTOR SHALLAVOID KINKS WHEN ROUTING SUPPLY LINE TOVALVE. INSTALL 1" GATE VALVE AND 2" DIA.GALV. PIPE SLEEVE PER SDRSD #I-12.NDS #921B (6'' SQUARE BRASS GRATE W/STYRENE ADAPTER), NDS #66 RISER (TOOBTAIN SPECIFIED SEWER LINE DEPTH),AND SPEE-D BASIN #101 (1- 3'' AND 4''LOCKING OUTLET). CONTRACTOR SHALLINSTALL PER MANUFACTURER'SSPECIFICATIONS. OVERFLOW WATERFROM DRINKING FOUNTAIN SHALL FLOWINTO DRAIN INLET AND SHALL NOTPOND.CENTER DRAIN BELOW FOUNTAIN INMIDDLE OF CONCRETE PAD.COMPACTED SUBGRADE PER GEOTECHNICALREPORT.6SLOPE CONCRETE TO DRAIN INLET @ 1.5%MAX.ANCHOR BOLT IN CONCRETE, ANTI-TAMPER,TYPICALADJACENT PAVING PER PLANWASTE LINE FROM DRINKING FOUNTAINCONNECT TO DEEP WELL OR LEACH LINEPER PLAN7NOTES:1. DRINKING FOUNTAIN PER CONSTRUCTION LEGEND.2. THE CONTRACTOR IS TO INSTALL FOUNTAIN PER MANUFACTURER'S RECOMMENDATIONS ANDTO REFER TO THIS DETAIL AND SAN DIEGO STANDARD DRAWING SDM-107 TO COMPLY WITH THECBC AND ADA ACCESSIBILITY.3. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO AS TO ALLOW THEINSERTION OF A CUP UNDER THE FLOW OF WATER. PER THE CBC; THE SPOUT ON ACCESSIBLEDRINKING FOUNTAINS WITH A ROUND OR OVAL BOWLS MUST BE POSITIONED SO THAT THEFLOW OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE DRINKING FOUNTAIN. WHERE THESPOUT IS LOCATED LESS THAN 3" FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATERSTREAM SHALL BE 30 DEGREES MAXIMUM.4. ON "HI-LOW" FOUNTAIN; THE 30" X 48" CLEAR FLOOR SPACE IS ON "LOW" FOUNTAIN FIXTURE.5. FOUNTAIN PUSH BUTTON LOCATION. CONTRACTOR TO VERIFY CUSTOM PUSH BUTTONLOCATION AND PROVIDE MANUFACTURER'S SHOP DRAWINGS FOR EACH FOUNTAIN PRIOR TOORDERING FOUNTAINS.DRINKING FOUNTAIN. UNIT SHALL COMPLYWITH ALL APPLICABLE TITLE 24 PROVISIONS.INSTALL PER MANUFACTURER'S SPECS.4"283WITH LEACH LINE OR DEEP WELL5"18"27"23"34"6910STAINLESS STEEL CARRIER11SECTION - DEEP WELL11CONCRETE YARD BOX PER DETAIL 4/LC-2.31112DEEP WELL PER DETAIL 3/LC-2.3123119"5"35"18"2LEACH LINEBB6"8"12"4" MIN.LEGEND:9 1/2" X 16" CONCRETE YARDBOX WITH HINGED LOCKINGTOP (BROOKS NO. 3HL OREQUAL) SET ON RED BRICKFOUNDATION.4" X 40' PERFORATED PLASTICUNDERDRAIN PIPE12FINISH GRADE PER PLAN31 1/4" P.V.C. PIPE WITH SWEEP90° ELL CONNECTION TOFOUNTAIN DRAIN.543/4" CRUSHED GRAVEL132ELEVATIONSECTION B-B254NOTES:1. HAND FORM A CONCRETE BOWL ATBOTTOM OF YARD BOX TOFACILITATE SAND CLEAN OUT.2. PERFORATED DRAIN PIPE ANDTRENCH ARE TO DRAIN AWAY FROMFOUNTAIN AT 1% MIN. SLOPE.8"47'-0"24"1'-11 12"8"5'-8"6"1'-4 14"7` BACKLESS BENCHPLAN VIEWSIDE VIEW ELEVATION VIEW12345BENCH PER CONSTRUCTIONLEGEND1(4) 1/2" DIA. X 4-1/2" L BOLTS2(4) 2" DIA X 5" DEEP GROUTPOCKET3CONCRETE FOOTING PERMANUFACTURER'S SPECIFICATIONS4FINISH FLOOR5LEGEND:15'-7 34"7'-0"1"3'-0"2'-0"8"1'-11 12"2'-11/16"6 14"7` BENCH WITH BACKELEVATION VIEWSIDE VIEW1BENCH PER CONSTRUCTION LEGEND1LEGEND:2(4) 1/2" DIA. X 4 1/2" L BOLTS23(4) 2" DIA. X 5" DEEP GROUT POCKETS34CONCRETE FOOTING PERMANUFACTUER'S SPECIFICATIONS45FINISH FLOOR55480 1,10 S2ALE 0 1,10 S:ALE 0 0 0 0 0 0 0 0 0 0 0 r 1.5%....,.. -,. ' i'\... ,. 1,J() SCALE -0 0 0 0 0 0------1,10 SCALE I 0 0 0 0 0 0 0 0 0 0 0 0 I I 0 0 0 0 0 "AS BU I LT" P.E. __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I 1----+----+--------------+---+----+--+----1 PARKS & RECREATION DEPARTMENT l----+----+--------------+---+----+--+----1 LANDSCAPE CONSTRUCTION DET.AIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.449ADA OVAL TABLE1(4) 2" X 4" X 4" ANGLE ANTI-THEFTBRACKETS2(4) 1/2" DIA. X 4-1/2" L ANCHOR BOLTS1-3/4" DIA. X 5" DEEP GROUT POCKETSFILLED WITH NON-SHRINK GROUT4ELEVATION VIEWPLAN VIEWSECTION VIEW19"2'-6 12"5' 4 14"1272"35"17"28"30 1/2"2 1/2"17"34CONCRETE PICNIC TABLE PER PLAN3LEGEND:1OVAL TABLE5' 7 14"272"39"17"2 1/2"17"341(4) 2" X 4" X 4" ANGLE ANTI-THEFTBRACKETS231 3/4" DIA. X 5" DEEP GROUT POCKETSFILLED WITH NON-SHRINK GROUT42'-6 12"1(4) 1/2" DIA. X 4-1/2" L ANCHOR BOLTS30 1/2"CONCRETE PICNIC TABLE PER PLAN28"PLAN VIEWELEVATION VIEWSECTION VIEWLEGEND:232 1/2"20"3"3"19"LEGEND:NOTE:1. SECURE TO CONCRETE SURFACING PER MANUFACTURERSRECOMMENDATIONS.12"70"42"2"(TYP)36"3"(TYP)48"ROUND TABLE123TABLE PER CONSTRUCTION LEGEND. NOTE: TABLE SHALL NOTHAVE UMBRELLA HOLE1(7) 1/2" DIA. x 4-1/2" L ANCHOR BOLTS.21-3/4" DIA. x 5" DEEP GROUT POCKETS FILLED WITH NON-SHRINKGROUT.3432 1/2"20"3"3"19"LEGEND:NOTE:1. SECURE TO CONCRETE SURFACING PER MANUFACTURERSRECOMMENDATIONS.12"70"42"2"(TYP)36"3"(TYP)ADA ACCESSIBLE ROUND TABLE123TABLE PER CONSTRUCTION LEGEND. NOTE: TABLE SHALL NOTHAVE UMBRELLA HOLE1(7) 1/2" DIA. x 4-1/2" L ANCHOR BOLTS.21-3/4" DIA. x 5" DEEP GROUT POCKETS FILLED WITH NON-SHRINKGROUT.3328" O.DWASTE CONT.I.DWASTE CONT.22" BOT. O.D.26" DIA.LIDTRASH RECEPTACLE32"134LEGEND:NOTE:1. SECURE TO CONCRETEPER MANUFACTURER'SRECOMMENDATIONS.PLAN VIEWELEVATION VIEWSECTION VIEW2LID 'H28'1PAVING PER PLAN2#2 REBAR VERTICAL &HORIZONTAL326 GALLON PLASTICLINER (QR-PL27B)456(4) 1/2" DIA. X 4 1/2" LBOLTS67(4) 2" DIA. X 5" DEEPGROUT POCKETS752" DIA. DRAIN HOLE5RECYCLING RECEPTACLENOTE:1. CONTRACTOR TO SECURE TO CONCRETE PER MANUFACTURER'SRECOMMENDATIONS36"8"16 14"3 78"20"24"2"5674125"2" DIA. DRAIN HOLE1H24 LID W/ 21"L. SECURTIY STEELCABLE AND TAMPER PROOF BOLT23LEGEND:(4) 1/2" DIA X 4 1/2" L BOLTS4(4) 2" DIA. X 5" DEEP GROUT POCKETS5PAVING PER PLAN6PLAN VIEWSECTION VIEWELEVATION VIEW23#2 REBAR VERT. & HORZ.23 GAL. PLASTIC LINER (QR-PL27A)78(1) 12 58" HT CAST-IN STD. RECYCLELOGO PAINTED: Q.C. STD. BLUE863'-0"3'-6"6"4'-0"3'-6"6"15'-0"1'-6"1'-6"6'-0"6'-0"BACKED PLAYER`S BENCH123ELEVATIONSECTION4ADJACENT PAVING PER PLAN1COMPACTED SUBGRADE PER GEOTECHNICAL REPORT2BACKED PLAYER'S BENCH PER CONSTRUCTION LEGEND33/8" GALVANIZED STEEL CONCRETE ANCHORS. 3" MIN DEPTH IN SLAB4LEGENDNOTES.1. CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS.2. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED STEEL.7J ' J ' f I j ' I 0 0 0 0 k k 1 1 0 l~O SCALE 0 0 0 k 1 0 0 0 0 k 1 J ' I k 1 j ' I 0 0 0 0 ·<1. 4 I r 241/4" j ' I ) k i, 1 1 r 'I I }-0 0 0 0 0 0 0 ~ 0 0 0 I ~ \ \ ' ' 0 1,1c, SCALE \ j ' \ ' .,_ • r • 0 0 0 0 0 0 0 0 "AS BU I LT" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE l-------,f----+------------+--+--+---+-----11 SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT :==:..::::=========:..::::=:::::: LANDSCAPE CONSTRUCTION DETAIUI FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: LC-2.5THICKENED CURB WITH GUARDRAIL8"18" MIN PER GEOTECH REPORT4"1GUARDRAIL PER DETAIL 1/LC-2.5.RESILIENT SURFACING PER PLAN.CONCRETE THICKENED EDGE. SLOPEAWAY FROM TOT LOT AT 1.5%.(2) #4 CONTINUOUS REBAR TOP ANDBOTTOM.1" X 1" KEY IN CONCRETE BASE.45 DEG CHAMFER.COMPACTED SUBGRADE PERGEOTECHNICAL REPORT.ADJACENT PLANTING PER PLAN.PERMEABLE BASE COMPACTED TO95%Z DOWEL #3 REBAR AT 12" O.C.12"EMBEDMENT3" MIN.LEGEND:1NOTE:A. SLOPE CONCRETE BASE FOR RESILIENTSURFACING TOWARD TOT LOTDRAINAGE. SEE CIVIL PLANS.1.5%1.5%23456732475688VARIES991'-0"106"4"4"6"TOP VIEW DOWEL ENLARGEMENT10SECTION VIEW1027456123SECTION AT RESILIENT5713TYPICAL ELEVATION3COMPACTED SUBGRADEPER GEOTECHNICALREPORT.CONCRETE FOOTINGA. ALL METAL TO BE POWDER COATED. COLOR PER CONSTRUCTIONLEGENDB. GRIND ALL WELDS SMOOTH PRIOR TO BE POWDER COATEDC. COLOR PER CONSTRUCTION LEGENDD. EPOXY SEALED AND ALL JOINTS WELDEDE. ALL POST LOCATIONS ARE TO BE APPROVED BY THE CITY PRIOR TOINSTALLATIONF. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL BYTHE CITY PRIOR TO FABRICATION3/4"X 3/4"X 16 GA. STEELTUBE PICKETS SPACED 4"O.C. (TYP.) BETWEEN TOPAND BOTTOM RAILS2"X 2"X 11 GA. STEEL TUBEPOST. FLAT CAP WELDEDTO TOP ON ALL EXPOSEDENDS.2"X 2"X 1/8" SQUARE POSTA500 MIN, SET IN CAST INPLACE CONCRETE WALL ORCURBBOLT CLIPSADJACENT SURFACE PERPLANLEGEND:42" HT. TUBULAR STEEL FENCE/ GUARDRAIL54677NOTES:368RETAINING WALL PER CIVILENGINEER'S PLANS842"4'-0" MAX.4" O.C.GAP2" MIN.4" MAX.9(2) #4 CONTINUOUS REBAR12"EMBEDMENTMIN.8"9SECTION AT CONCRETE HEADER571336842"12"EMBEDMENTMIN.8"94"SECTION AT CMU RETAINING WALL57133642"12"EMBEDMENTMIN.8"84"150SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17RULES AND REGULATION SIGN AT SYNTHETIC TURFSIGN AT PLAYER'S DUGOUTSSIGN AT SOUTH CHAIN LINK GOAL ANDNORTH VEHICULAR MAINTENANCE GATE2'-0"18"CLAS NOTED ON PLANS123465BLACK VINYL COATED CHAIN LINK FENCEPER DETAIL 1/LC-2.81BLACK VINYL COATED CHAIN LINK GATEPER DETAIL 1/LC-2.82CONCRETE CURB OR SIDEWALK PER PLAN312" WIDE X 18" TALL HIGH PRESSURE LAMINATE PANEL(HPL). GRAPHIC AND CONTEXT TO BE PROVIDED BYLANDSCAPE ARCHITECT. LOCATED AT PLAYER'SDUGOUT ENTRANCES. SEE DETAIL 1/LC-2.84HEAVY DUTY HINGES PER SDRSD M-55SAMPLE 18" X 24"SIGN ARTWORKLEGEND:18" WIDE X 24" TALL HIGH PRESSURELAMINATE PANEL (HPL). GRAPHIC ANDCONTEXT TO BE PROVIDED BY LANDSCAPEARCHITECT. LOCATED AT GOALS.6SAMPLE 12" X 18"SIGN ARTWORK12"618"1. CONTRACTOR TO PROVIDE SHOP DRAWINGS INCLUDINGAPPROPRIATE FASTENERS AND SAMPLES OF ALLMATERIAL USED, TO LANDSCAPE ARCHITECT FORAPPROVAL PRIOR TO FABRICATION.2. CONTRACTOR SHALL COORDINATE WITH SIGN STUDIO(1-858-569-7446) OR APPROVED EQUAL FORMANUFACTURER SIGNS. CONTACT: RICH MUHR(RICH@SIGNSTUDIOSD.COM)3. MATERIAL: .080 WHITE ALUMINUM4. COLORS: 4-COLOR DIGITALLY PRINTED VINYL GRAPHICSAPPLIED TO WHITE ALUMINUM, WITH GRAFFITI LAMINATEAPPLIED5. FINISHING: DIE CUT AT PINK DIE LINE IN PDF FILE6. PDF PROOFS REQUIRED FOR APPROVAL BEFOREPRINTING. SEND TO MARY.SULLIVAN@CARLSBADCA.GOVOR LISA.CORNWALL@CARLSBADCA.GOV7. PRICE APPROVAL REQUIRED BEFORE PRINTING8. CONTRACTOR SHALL INSTALL SIGNS. FIELD VERIFYLOCATIONS WITH PARKS AND RECREATION DEPARTMENTPRIOR TO INSTALLATION.NOTES:8'-0"12'-0"18"CL2'-0"CL3*INDICATES STRUCTURALENGINEER REVIEW ANDAPPROVAL.*ENTRANCE SIGNAGE ATACCESSIBLE ARENAENTRANCESENTRANCE SIGNAGE ATNON-ACCESSIBLE ARENAENTRANCES8"7"10"7"6"6"6"6"ACCESSIBLE ENTRANCE SIGNAGE12NON-GLARE, SIGN CONSTRUCTED OF HEMMED, 13 OZ. VINYL BANNERFABRIC, WITH BRASS GROMMETS, AND PRINTED WITH PERMANENTVINYL INK.1DIRECTIONAL ARROW POINTED TOWARD NEAREST ACCESSIBLEENTRANCE23DARK BLUE BACKGROUND COLOR 15090 IN FEDERAL STD. 595B, TYP.34WHITE SYMBOL, TYP.4NOTE:THE SIGN SHALL BE TIED TO THE NETTING W/ NYLON CORD AT THE STRIKESIDE OF THE ACCESSIBLE DOOR. PLACE THE SIGN AT A HEIGHT OF 60"FROM THE EXTERIOR WALKING SURFACE TO THE CENTER OF THE SIGN.LEGEND:4~ --J,; *-------------1 0 0 0 0 0 0 0 0 0 < ' I U11 II ----= I I' -11 1 11 I 11 11 11 ° 6 11 11 . =11 " --L, -~J • L' " <i ,C ' a 4 ,, " • ;, rO /2 • <1.12 ~" (--)C~ 0 'ff:(r-) ~', Jr ,J \_ ,,~o-:::-'._ ' :,)I I --=-0 ~ ;'z-'/) 0 I 11 I -4 " CI 11 Ii' 0 ,:; C II 1-,,_ , 1-11 11-1 II I 0 4 I I 1-111 -111 1-~ " 0 /2 • ,1= 11= 11=111=1i-;--o -= -11=1, 0 ,, 1=11=11= --' 1_1111~ 1i' 1111 II, I I ' /2 ( \1-------------------------------------------------------------------------------------------''------.,, ... I i'rl S :, .A =-I I ~ 0 I, X ,< X X X X I~ -~ A -~ A ~ V V ''1~ )CV )()( )( I~"\ Vv'v XX X > X ' • 0 D D 0 D D 0 0 D Q,,,. '--' -.._,-..,,H, __ X X -0 0 0 D f IL 'y y f Poinsettia Community Park Prohibited on SynthcticTurf Fields cooo Sunflo·,icr seeds [,um Stakes ipcMs int0 turf /Jetol <:le.it, Coll"•''"~ ches.-n,los Tako< the r,·k ntc-,.c,~ e·,,oyal,le ·u,e,e, :,c·ne. Cr:n,,•ut Carubud Poinsettia Community Park 1 0 0 0 0 TT li 1 0 0 "AS BUil T" P.E. ---EXP.----DATE REVIEWED BY: INSPECTOR DATE l----+---+---------------t-----t---t---+------1 I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ;:LAND=====sc:::AP..:::::E==co=NS===TR::::::U:::::CTI:::=::ONc:==:D::::E::::T:=A::::JT:::::S=FO:;:::::::R:===-===::; APPROVED BY:~"'.J\,,,.J\,._AJ\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.612'-0"3'1'3"3'1'3"CLR.TYP.1'-4"66'-6"13GOAL FRAME ELEVATION11234589103/161112CLR.TYP.LEGEND:3/168'20'74'2'-6"1'-6"14NETTINGGOAL HEADER, (2) 2-7/8" OUTERDIAMETER SCH 40 STEEL PIPES.NOTCHED AND CLIPPED TO GOAL POSTS1" HDPE HEADER PANEL ATTACHED WITHSTANDARD DASHERBOARD ATTACHMENTBANDS 3" FROM ALL EDGES AND 24" O.C.1"x4'x8' HDPE DASHERBOARD PANELSGOAL POST, 2-7/8" OUTER DIAMETER SCH40 STEEL PIPEGOAL BOX COVERED WITH BLACK VINYLCOATED CHAINLINK (NOT SHOWN FORCLARITY)TURFCOMPACTED SUBGRADE PERGEOTECHNICAL REPORTANGLE 2x2x1-1/4 WELDED TO HEADERMEMBERSHEADER MEMBER3/8" MACHINE BOLTGOAL POST BEYONDCONCRETE CURBREMOVABLE GOAL HEADERSTEEL CAP WITH WELDED 1/2" X 2" STEELX 2" TAB. TAB SHALL HAVE A 5/8" HOLEFOR MACHINE BOLT1/2" MACHINE BOLT WITH WASHERS ANDNUT2- 7/8" OUTER DIA. SCH 40 STEEL PIPENOTCHED AND WELDED TO GOAL POSTSDASHERBOARD ATTACHMENTBANDS TO POSTS 6" FROM TOPAND BOTTOM SPACING NO MORETHAN 24" APART2345678910111213141516171815161718543/163CL112"POST TO DASHERBOARD ATTACHMENT PLAN12-1/2" DIAMETER PIPE CLAMPS1/8"x2" FLAT ON PUNCH SIDE3/8"x2" TAPER HEAD M.S.COUNTERSUNK INTO PANELS.NY LOCK NUTS AND WASHERINSTALLED OVER RUBBERWASHER FOR EXPANSION(PROVIDE 1/2" LG. HORZ. HOLEON CLAMP BOLT FOR PANELEXPANSION AND CONTRACTION.122-7/8" OUTER DIAMETER SS40 PIPE231-1/2"x7" LG x12 GA. FLATSTRAP WITH ENLARGED (1/2"DIAMETER) HOLES AS REQUIRED344' WIDE x1" THICK ARENA BOARD4LEGEND:10"TAB WELDED TO POLE AT BASEOF DASHER BOARD PANELS55FOOTING BELOW666SPEED SOCCER AND LACROSSE STRIPING PLANCORNER MARK1LEGEND:15' MARK. 1' LONG X 2" WIDEPARALLEL TO AND CENTERED ONTHE GOAL LINE2140'-0"40-0"2NOTES:A. ALL FIELD MARKINGS SHOWN SHALL BE GLUED OR STITCHED IN PLACE.B. ALL LINES ARE 4" WIDE.C. ALL CIRCLES ARE 9" DIAMETER, UNLESS SPECIFIED OTHERWISE.D. SOCCER STRIPING SHALL BE WHITE.E. LACROSSE STRIPING SHALL BE YELLOW.120'-0"15'-0"3.5' x 3.5' SPEED LACROSSE GOALBOX, TYPICAL34SPEED LACROSSE STRIPING4FREE KICK MARK6PENALTY MARK7RESTART MARK8GOAL LINE9CENTER MARK5TOUCH LINE. 3' DASHESSEPARATED BY 1 FOOTSPACES103'-0"589637102180'-0"SPEED SOCCER LAYOUT PLANSCOREBOARD TO BE CENTEREDBETWEEN NETTING POSTS., SEEDETAIL 1-2, SHEET LC-2.7.1LEGEND:ACCESSIBLE PLAYER GATE,SEE DETAIL 4, SHEET LC-2.7.2NON-ACCESSIBLE PLAYER GATE,SEE DETAIL 3, SHEET LC-2.7.3DASHERBOARDS, SEEDETAILS 4-6, SHEET LC-2.6AND DETAIL 5/LC-2.7.4SOCCER GOAL BOX FRAME WITH2-7/8" DIA. SCH. 40 PIPE.5124'-0"GOAL HEADER, SEE DETAIL3, SHEET LC-2.6.6186SYNTHETIC TURF, SEEDETAIL 4, SHEET LC-2.10.710" WIDE BY 6" DEEP CONCRETECURB ALONG PERIMETER85274223NET 1' AWAY FROM CHAINLINK996' TALL BOARDS (2' DASHBOARDAND 4' TALL ACRYLIC PANELS) WITH 6' TALL NETTING6' TALL BOARDS (2.5' TALLACRYLIC PANEL OVER 3.5'DASHBOARD) WITH 6' TALL NETTING36'36'52'3R28' TYP.151SPEED SOCCER DASHERBOARD ELEVATION2-7/8" O.D. SCH 40 POSTS AT 48"ON CENTER, TYP.1LEGEND:DASHERBOARD ATTACHMENTBANDS TO POSTS 6" FROM TOPAND BOTTOM SPACING NO MORETHAN 24" APART.210" WIDE x 6" DEEP CONCRETECURB WITH TWO #3 REBARCONTINUOUS THROUGH FOOTINGS3CONCRETE FOOTINGS44'3"1'COMPACTED SUBGRADE PERGEOTECHNICAL REPORT545NETTING620'1" x 4' x 2' TALL POLYETHYLENEDASHERBOARD PANEL, TYP.78'TYP.3'123674'5DASHERBOARD VIEWING PANELS1213544'-0" TYP.6'-0"TYP.56117CLEAR PANELS SET ON DASHERBOARDSWITH HDPE U CHANNEL1" x 4' x 2' TALL POLYETHYLENEDASHERBOARD PANEL, TYP.DASHERBOARD ATTACHMENT BANDS TOPOSTS 6" FROM TOP AND BOTTOMSPACING NO MORE THAN 24" APART.85/16" HDPE BACKERS SET BETWEENPOST AND ACRYLIC PANEL3/16" ALUMINUM FACE FRAMESSCREWED TO DASHERBOARDPOSTS TO SECURE ACRYLIC PANELAND HDPE BACKER IN PLACE1" x 4" x 8" BACK PLATE SECURED INPLACE WITH FOUR BOLTS9EAST ELEVATION101'3'21344'-0" TYP.6'-0"TYP.567182956WEST ELEVATION10SIDESECTION1'3'1LEGEND:7234STRAIGHT RUNS 2-7/8" O.D. SCH 40POSTS AT 48" ON CENTER, TYP.1/2" x 4' x 4' TALL CLEAR ACRYLIC PANELSCONCRETE CURB AND FOOTINGSEAM ON INSIDE OF ARENA10111" x 4' x 2.5' TALLPOLYETHYLENEDASHERBOARD PANEL, TYP.1/2" x 4' x 3.5' TALL CLEARACRYLIC PANELSNETTING PER PLAN & DETAIL1/LC-2.61211121313134NOTE: CONTRACTOR SHALL PROVIDESTRUCTURAL CALCULATIONS FOR ARENAPOST FOOTINGS FOR VERIFICATION ANDAPPROVAL PRIOR TO INSTALLATION.I, 0 1 D D 0 D D ~R28' 0 D D 0 DD 0 l 0 L 'I 0 D D 0 , 'I 0 1: I-----------------------------------------------'-~ ~,JCT TO S:AL[ 0 0 0 0 I 0 ---K R15' I -0 lj/ 0 , , , \ )4) 0 i \, ID 0 0 -_J , .., ', ~-, -. , \ / , . ~ ~ , . \I , • \ , , ,r ,r____J_ -._ ---------/ -,r ,r----l-f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1: I------------------------------------------------------, -.. I :----------------------------------------------------\. .J ~•,ICI 10 ::::.::All -0 0 0 0 r " 0 0 0 9 st , \ I ~"""~ --'-....,, • • I oa. • ~~ ,f-0 0 0 I I [o ' I <') J I , \ I I • ~ p:~ ~ I -, 11:':':'.I I Im, ,.m .. ' • I lT-~mkmmm1 ,J l':3 I lml It'-'.:'.~ ~111:':':'.I 'I~ --~ . ·1-=1· f 0 0 0 1: ~ ------------------------------------------------'-.J 'I /2" = ·1 '-C:" ... ~ 3/8" = 1'-Zi" 0 0 0 0 0 0 0 0 1/2" = l'-0'' ~ 0 0 0 0 0 0 • I I I \ ' o-3'.-~-,·--0-.. ---------------"AS BU I LT" P.E. __ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I 1---+--+-----------------,f-------,f---+---+------1 PARKS & RECREATION DEPARTMENT l---+--+-----------------,f-------,f---+---+------1 1---+--+-----------------,f-------,f---+---+------1 LANDSCAPE CONSTRUCTION DETAIIS FOR: t----+---+-----------------<>-------<>------+---APPROVED BY:~ JOHN EDWARD MAASHOFF 1---+--+-----------------,f-------,f---+---+------1 PUBLIC WORKS MANAGER PE 1909 EXP, 9 30 19 DATE DWN BY: --PROJECT NO. II DRAWING NO.I CHKD BY: __ RVWD BY: DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.745 1/2"1'CLR.TYP.4"1/4"4"ACCESSIBLE GATE (PLAYER ONLY)BACK PLATE PER DETAIL 4/LC-2.612HANDLE FOR USE AT EXTERIOR SIDE231/4" DIAM. STEEL BAR HANDLE341" THICK POLYETHYLENE "DASHER BOARD"PANELS, PER DETAIL 4/LC-2.64555BUMP LATCH ON EXTERIOR SIDE6HAND HOLE FOR ACCESS TO BUMP LATCH67HINGE7836" ACCESS GATE OPEN CLEAR TO FLOOR89STRAIGHT RUNS 2-7/8" OUTER DIAMETER SCH 40POSTS 48" ON CENTER TYPICAL91010" HIGH SMOOTH UNINTERRUPTED SURFACE1011CONCRETE CURB AND FOOTING1112EASE EDGES OF HAND HOLE12EXTERIOR SIDEINTERIOR SIDELEGEND:NOTES:A. PRESSURE TO OPERATE GATES SHALL NOT EXCEED 5 LBS.B. GATE CLOSERS, WHEN PROVIDED, SHALL HAVE SWEEPCLOSERS ADJUSTED SO THAT FROM AN OPEN POSITIONOF 70 DEG, THE DOOR WILL TAKE AT LEAST 3 SECONDS TOMOVE FROM A POINT 3" FROM THE STRIKE.NETTING PER PLAN AND DETAIL 1/LC-2.613ADA ENTRANCE SIGNAGE, REFER TO DETAIL 4/LC-2.5143'-0"CLEAR ACRYLIC PANELS PER DETAIL 4/LC-2.61513/4" TOP CAP1614161513417'7'2'-6"SCOREBOARD COLUMNS & FOOTINGS (BY SEPARATE PERMIT)LEGEND:123INSTALL THE MOUNTING POLES OR BEAMS(SUPPLIED BY THE CONTRACTOR) OUTSIDE THEFIELD (REFER TO THE INSTALLATION DIAGRAMBELOW).THE POLES/BEAMS MUST BE SET INTOPOURED, CONCRETE FOOTERS PER THEREFERENCED DETAILS. MAKE SURE THE POLESARE LEVEL, PLUMB, AND EVEN BEFORE THECONCRETE FOOTERS ARE ALLOWED TO SET.INSTALLING THE MOUNTING POLES/BEAMS9'4567891011121ADJACENT PAVING PER PLAN2CONCRETE FOOTING3COMPACTED SUBGRADE PERGEO-TECHNICAL REPORT4(5) # 8 REBAR VERTICAL EQUALLYSPACED5(8) #4 TIES @4"O.C.6#4 TIES @ 12"O.C.71" RIGID CONDUIT CONNECT TO EXISTINGELECTRICAL POWER83' WIDE X 3/4" THICK STEEL PLATE WITHDOUBLE NUTS9BASE PLATE PER MANUFACTURER101" ANCHOR THREADED ROD - TYP. OF 411(2) #4 TIES @ 2" O.C.12WIDE FLANGE STEEL COLUMNS PERMANUFACTURER'S STRUCTURECALCULATIONS FOR BID PURPOSESASSUME W 10X30123"NOTE:COLUMNS ANDBASE PLATESHALL RECEIVEONE COAT OFRUST-OLEUMDIRECT TOMETAL (DTM)PAINT OREQUAL.22'-6"9"1'9"NON-ACCESSIBLE GATE (PLAYER ONLY)ADA ENTRANCE SIGNAGE, REFER TO DETAIL 4/LC-2.512345BUMP LATCH ON EXTERIOR SIDE OF DOOR2 HINGES HEAVY DUTY DIE CAST ZINC STRAP HINGESGATES LATCHES 1/4" STEEL GALVANIZED66"x3"x1/2" HDPE DOOR STOP73/16" THICK, 2" WIDE GALVANIZED STEEL BAR STEPPLATE WELDED TO 1-1/2"x1-1/2"x1/8" THICK GALVANIZEDANGLE IRON WHICH IS WELDED TO POST ON OPPOSITEENDS OF GATE. DASHERBOARD BASE ATTACHED TOBAR WITH 3/8" DIAMETER FLATHEAD ZINC MACHINEBOLTS WITH GALVANIZED WASHERS AND NYLOC NUTS.FLATHEAD BOLTS TO FINISH FLUSH ON ARENA SIDE.89COMPACTED SUBGRADE PER GEOTECHINICAL REPORTCONCRETE FOOTINGLEGEND:GALVANIZED ANGLED TABS BOLTED TO TOP CAP ANDDASHERBOARD 2"x2"x1/4"SELF CLOSING EASE ENTRY BUMP LATCH1243567893'10CLEAR ACRYLIC PANELS PER DETAIL 4/LC-2.611BACK PLATE PER DETAIL 4/LC-2.610123/4" TOP CAP12111313NETTING PER PLAN & DETAIL 1/LC-2.637'EQ14'5'SCOREBOARD (BY SEPARATE PERMIT)CONTROLCABLE10MODULEFROM FUTUREPOWER SOURCECONTROLCABLESIGNAL/POWER ACCESS DOOR ON SCOREBOARDJUNCTION BOX COVER AT SCOREKEEPER'S LOCATIONHOLES FOR 12" RAINTIGHT CONDUIT*COLORS OF WIRE IN CONTROL CABLE MAY VARYIMPORTANT! PLEASE NOTE:1. A WATER-TIGHT, NON-FUSIBLE DISCONNECT SWITCH;A 20-AMP GROUND FAULT INTERRUPTER; AND ASAFETY GROUND SHOULD BE INSTALLED FOR EACH20-AMP CIRCUIT CONNECTED TO THE SCOREBOARD.2. SIGNAL AND SIGNAL/POWER ACCESS DOORLOCATIONS MAY VARY FROM THOSE SHOWNDEPENDING ON THE SCOREBOARD MODEL. WHENONLY THE SIGNAL/POWER ACCESS DOOR ISPRESENT BOTH THE AC POWER AND CONTROLCABLE CONNECTIONS ARE MADE INSIDE THATACCESS DOOR. WHEN TWO ACCESS DOORS AREPRESENT THE CONTROL CABLE CONNECTIONS WILLBE MADE INSIDE THE ACCESS DOOR ON THE LEFTSIDE OF THE SCOREBOARD WHEN VIEWED FROM THEREAR AND ALL AC POWER CONNECTIONS WILL BEMADE INSIDE THE RIGHT ACCESS DOOR.3. ON LCD MODEL INSTALLATIONS, ALL AC POWERCIRCUITS INSIDE THE SIGNAL/POWER ACCESS DOORSHOULD BE CONNECTED TO THE SAME 20 AMP, 120VOLT, 60 HZ GROUNDED AC CIRCUIT.NOTE: NO CONNECTION TO ELECTRICAL POWER ISALLOWED UNDER THIS PERMIT. INSTALL SCOREBOARD,CONDUITS AND WIRE.ATTACHMENT OF SCOREBOARDTO COLUMNSCOREBOARDPLAN VIEW123421SCOREBOARD PER CONSTRUCTION LEGEND23CONCRETE FOOTINGS PER DETAIL 2/LC-2.7.41CONNECT TO COLUMN PER MANUFACTURE'SSPECIFICATIONS WITH 14" THICK, 10" J-BRACKET.ATTACH TO THE WIDE-FLANGE I-BEAM WITHONE 34" BOLT (A307) PER CONNECTIONLOCATION. FOUR TOTAL.LEGEND:FROM FUTUREPOWER SOURCEPULL BOXJUNCTION BOX COVER ATSCOREKEEPER'S LOCATIONCUSTOMER SPECIFIED LENGTH OF CONTROL CABLE1. USING THE LIFT HOLES PROVIDED BY THE TOP MOUNTING BARS, CONNECT A LIFT DEVICE TO THE SCOREBOARD.2. LIFT THE SCOREBOARD INTO PLACE WITH THE BOTTOM EDGE OF THE SCOREBOARD AT LEAST 10'-0" OFF THE GROUND,ENSURING THAT THE SCOREBOARD IS LEVEL.3. SECURE THE SCOREBOARD TO THE POLES/BEAMS USING THE MOUNTING BARS ATTACHED TO THE SCOREBOARD IN THEPREVIOUS STEP. THE UNIT MUST BE ATTACHED TO EACH POLE OR BEAM ON TOP AND BOTTOM. IF USING STEEL I-BEAMS,THE MOUNTING BARS MAY BE WELDED TO THE SUPPORTS OR THE MOUNTING BARS AND SUPPORTS MAY BE DRILLED SOTHAT A COMBINATION OF BOLTS, WASHERS, AND NUTS MAY BE USED TO SECURE THE SCOREBOARD TO THE I-BEAMS. IFGALVANIZED STEEL POLES ARE BEING USED, THE MOUNTING BARS MAY EITHER BE BOLTED OR WELDED TO STEELANGLES WHICH CAN THEN BE BOLTED THROUGH THE POLE. REFER TO THE DIAGRAM BELOW FOR DETAILEDILLUSTRATIONS OF BOTH MOUNTING METHODS.*COLORS OF WIRE IN CONTROL CABLE MAY VARYMOUNTING THE SCOREBOARD12'EQ5BRACKET PER MANUFACTURER53STEEL COLUMN DETAIL 2/LC-2.8MAX4'EQ.EQ.TOP OF DASHER BOARD6ARENA NETTING POST767152SPEED SOCCER DASHERBOARD PLAN4'-0"10"123418" CURB, 28' RADIUS TYPICAL1LEGEND:10" WIDE X 6" DEEP CONCRETE CURB24' WIDE X 1" THICK POLYETHYLENE"DASHER BOARD" PANELS, TYP.3POST SEE DETAILS 1,5,6/LC-2.64NOTE:NETTING TO BE CONNECTED TOPOSTS EVER 8' O.C. ALONGRADIUSED CORNERS AND EVERY16' O.C. ALONG STRAIGHTPORTIONS.5NOTE: CONTRACTOR SHALL PROVIDESTRUCTURAL CALCULATIONS FOR ARENAPOST FOOTINGS FOR VERIFICATION ANDAPPROVAL PRIOR TO INSTALLATION.CONTRACTOR IS TO PROVIDE THE SHADE STRUCTURE IN PLACE, INCLUDING FOOTING. CONTRACTOR IS RESPONSIBLE FOROBTAINING THE PERMIT ASSOCIATED WITH CONSTRUCTION AND INSTALLATION OF THE SHADE STRUCTURE. CONTRACTORWILL PROVIDE FOOTING DESIGN INCLUDING STAMPED STRUCTURAL DRAWINGS AND CALCULATIONS FOR THE FOOTING ANDSTRUCTURE. DESIGN AND CALCULATIONS WILL BE SUBMITTED TO THE CITY OF CARLSBAD DEVELOPMENT SERVICES DIVISIONFOR PERMITTING. REFER TO PREFABRICATED STRUCTURE NOTES FOR CONSTRUCTION OF OVERHEAD SHADE STRUCTURES.1:=::y k JI ~-+t------------........... ,,,,,. ' / ' / ' / ' I \ I \ I \ I \ \ I \ ~--i \ 0 0 0 0 0 0 I I \ I \ I \ I \ I \ I \ / ' / ' / ' ,,, ..__ ,,. ...... _,,. ------D D 0 0~---1•_-r,1-•• -----------------------------.. /·1" )'. k Ii 0 ~ ~ I I I I I ~ i' I: I: I I 0 0 0 0 0 0 0 0 0 0 0 0 0~----1_-,_-,,,-----------------------, / 4" iJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D D D D D D 1 '-0" D D r co _, N -~ I I "111;:;:;ll l;:;:;I D D Q1-_-/2-,,---1---0-,,-------------------0 0 0 0 0 0 0 0 0 0 0 0 0 D D D D D D D D t-~ ~ ~ / L]__,__---+--++--+-------t---i t 1-------------a~., ----+------~ ., -r ~\ !~ ~'\.-1_/_2" ___ 1---0,-, ------------------------------------------' \ r ' - -<lTlll11i'll~=nJll11t111 --_ . •1-=1· IL ITT::;::,!J.J.1-1"f~ ~-· -. "AS BU I LT" P.E. __ _ EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I l---+---1---------------+---+----t---t--"""1 PARKS & RECREATION DEPARTMENT l---+---l---------------+--+---t---t------1 LANDSCAPE CONSTRUCTION DETAIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA 1E INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.853PLAYERS DUGOUTPLANROOF FRAMING PLAN52'-0"3'-6"15'-0"1'-6"12'-0" SOUTH ELEVATION20'-0"12'-0"20'-0"711A) POST AND RAIL SIZES SHALL BE AS FOLLOWS:3'-6"5'-6"4'-6"3'-0"5'-0"SECTION1453146982BACKED PLAYER'S BENCH PER CONSTRUCTIONLEGEND(NOTE: THIS DRAWING IS BASED ON DETAIL SDRSD M-6 WITH SOME UPGRADES)11HORIZONTAL MID AND BOTTOM RAIL12END OR NOMINAL DIAMETER IN INCHESCORNERFOOTING14WIDTHCHAINLINK DIVIDER, TYP. OF TWOPOSTB) FOOTING SIZES SHALL BE AS FOLLOWS:ADJACENT PAVING PER PLANTEN (10') FOOT HEIGHTRAILS2"3"2"EIGHT (8') FOOT HEIGHTFENCE HEIGHT12"LINE POSTSEND, CORNER, AND GATEPOST LOCATIONWIDTH12"FOOTINGDEPTHSTANDARDSTANDARDSTANDARDLINE POSTFOOTING4'-0" MIN.9"12"8'3"10' FENCING2"4'-8" MIN.3"NOTES:A. GATE FRAMES SHALL BE 1-5/8" SS40 GALVANIZED WITH STANDARD HEAVY DUTY HINGES AND LATCH. (SDRSD M-5)B. GATES SHALL HAVE STOP PLATES AND WELDED LATCHING (GALV.).C. FOR DESCRIPTIONS OF GATE HARDWARE AND MOUNTING HEIGHTS OF GATE HARDWARE SEE SPECIFICATIONS.D. ALL CHAIN LINK FENCE FABRIC SHALL BE BLACK VINYL COATED NINE (9) GAUGE GALVANIZED STEEL CORE FABRICE. FABRIC TO BE TWO (2) INCH MESH G. ALL CHAIN LINK FENCING SHALL HAVE A TOP RAIL, AND BOTTOM RAIL.FABRIC SHALL BE KNUCKLED ON ALL SIDES.F. ALL CHAIN LINK FABRIC SHALL BE MOUNTED ON THE SIDE OF THE POSTS TOWARD THE PLAYING FIELDG. ALL HARDWARE, TENSION WIRE, TIE WIRE, TRUSS RODS AND GATES SHALL BE HOT DIPPED GALVANIZED.H. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL HARDWARE REQUIRED FOR FENCING AND GATES.I. ALL FENCE POSTS, BRACES AND RAILS SHALL CONSIST OF GALVANIZED PIPE MANUFACTURED IN ACCORDANCEWITH ASTM DESIGNATION A-53 AND SHALL BE OF THE FOLLOWING SIZES AND WEIGHTS (SEE CHART A & B).J. CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.K. ALL DUGOUT PIPES AND FITTINGS TO BE BLACK POWDER COATED.L. ALL CHAIN LINK FENCING AND GATES TO BE BLACK VINYL COATED.LEGEND:131212349 GAUAGE BLACK VINYL COATED FABRIC WITH 2" MESH,TIE FABRIC TO FENCE FRAME AT 12" O.C.5GALVANIZED PIPE, WELDED (TYP.)6HORIZONTAL TOP RAIL71" THICK DASHER BOARD SEE DETAILS 1,4,5,6/LC-2.689HEAVY DUTY HINGES PER SDRSD M-5101121113' WIDE, 8' HT. CHAINLINK GATE145'-6"5'-6"93CONCRETE FOOTING, SEE CHART FOR SIZE REQUIREMENTS9STANDING SEAM METAL ROOF. COLOR: BLUE10215GALVANIZED STEEL PIPE1516NETTING POST161'-6"15'-0"3'-6"9" TYP.5'-6"5'-6"5'-6"163'-6"4'-6"3'-6"5'-6"5'-6"5'-6"EQ.EQ.BLUE SHADE FABRIC. ATTACH WITHGROMMETS AND HOG TIES1717FENCE BAND CONNECTIONS18SELF TAPPING SCREWS WITH RUBBER SEAL19181912" X 18" SYNTHETIC TURF RULES ANDREGULATION SIGN. SEE DETAIL 3/LC-2.5202017ADA ENTRANCE SIGNAGE, REFER TO DETAIL4/LC-2.5212121SCORER'S TABLE22ELECTRICAL OUTLET PEDESTAL PER SITEELECTRICAL PLANS. SEE DETAIL 1/SE-9.02322238232223 NORTH ELEVATION724369216SCORER'S BOX12CLEAR ACRYLIC PANEL PER DETAIL 4/LC-2.624244134'-0"4'-0"4'-0"3'-10"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"3'-10"4'-0"25132513ACCESSIBLE GATE PER DETAIL 4/LC-2.713NON-ACCESSIBLE GATE PER DETAIL 3/LC-2.725258ARENA NETTING2626261NOTE: CONTRACTOR SHALL PROVIDESTRUCTURAL CALCULATIONS FOR ARENAPOST FOOTINGS FOR VERIFICATION ANDAPPROVAL PRIOR TO INSTALLATION.. ,. ' ' ' • 0 ' co . ,. b ' cc ' I ,J ' • 0 ' io b ' io . . , .. 0 ' N, b ' cc . ,. ~ ' N . " • C!) ' ("') ' ' . , ~ ~ • • • , • b ' ("') cc ' -~ ~ ' ;. ' ; ., ·•·· ~ ~ l 1 l 'I L 'I l 'I r° . I/ "/ / / / ,/ / './ /. I./ / I// V ./ / / / • / 1/ / /' ,/ . • . . / / / . . 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' / / ,·., " / 1/J / ~ • / LL'.-0 ··• ., -· l 'I l 'I ,• / • . / / I I I I I ,· I I I , , "":T" :?;? ~ ◊ X / V X X / ,N< ~ ,A /' A J <.'x v, y = g ' 0 • e '\ -0 0 7---, e .L 0-,,v'. : / 0-~ : : : 0-~, •••• I· < • ' ., ., ,., . '"' ~ c... "-' '"' 1, ~ ~ L ~ 0 0 0 0 0 0 0 0 D 0 0 0 0 0 D D v--x • 0 _, CX) l 1 l 'I 0 0 0 0 0 0 0 D D D 0 D 0 0 D D 0 D D 0 D D 0 "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l-------,f----+------------+--+--+---+-----11 SHEET I CITY OF CARLSBAD I SHEETS I PARKS&: RECREATION DEPARTMENT :==::....:::::=========:..::::=:::::: LANDSCAPE CONSTRUCTION DETAIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.954SHADE SAIL AT ARENA BLEACHERSPLAN VIEWPERSPECTIVE VIEWNORTH ELEVATIONWEST ELEVATION15'-0"NOTES:1. PLEASE NOTE THAT THESE DRAWINGS ARE A PICTORIALREPRESENTATION OF FABRIC AND STEEL ONLY. NONEOF THE REQUIRED ATTACHMENT OR CONNECTIONDETAILS HAVE BEEN DEPICTED.2. ALL DIMENSIONS AND HEIGHTS MUST BE FIELD VERIFIEDPRIOR TO ANY FINAL DESIGN, FABRICATION ORINSTALLATION WORK.312FABRIC COLOR: BLUE1POWDER COATED STEEL POST.COLOR: WHITE2FINISH GRADE3LEGEND:(BY SEPARATE PERMIT)444REINFORCED CONCRETEFOOTING PER DETAIL 2/LC-2.105NON-ELEVATED ANGLE FRAMEBLEACHER PER CONSTRUCTIONLEGEND. INSTALL PERMANUFACTURER'SRECOMMENDATIONS51SHADE SAIL AT PLAYGROUNDPLAN VIEWPERSPECTIVE VIEWNORTH ELEVATIONWEST ELEVATION20'-0"NOTES:1. PLEASE NOTE THAT THESE DRAWINGSARE A PICTORIAL REPRESENTATION OFFABRIC AND STEEL ONLY. NONE OF THEREQUIRED ATTACHMENT ORCONNECTION DETAILS HAVE BEENDEPICTED.2. ALL DIMENSIONS AND HEIGHTS MUST BEFIELD VERIFIED PRIOR TO ANY FINALDESIGN, FABRICATION OR INSTALLATIONWORK.32LEGEND:(BY SEPARATE PERMIT)44FABRIC COLOR: BLUE1POWDER COATED STEELPOST. COLOR: BLUE2FINISH GRADE3REINFORCED CONCRETEFOOTING PER DETAILS1,2,3/LC-2.10412CONTRACTOR IS TO PROVIDE THE SHADE STRUCTURE IN PLACE, INCLUDING FOOTING. CONTRACTOR IS RESPONSIBLE FOROBTAINING THE PERMIT ASSOCIATED WITH CONSTRUCTION AND INSTALLATION OF THE SHADE STRUCTURE. CONTRACTORWILL PROVIDE FOOTING DESIGN INCLUDING STAMPED STRUCTURAL DRAWINGS AND CALCULATIONS FOR THE FOOTING ANDSTRUCTURE. DESIGN AND CALCULATIONS WILL BE SUBMITTED TO THE CITY OF CARLSBAD DEVELOPMENT SERVICES DIVISIONFOR PERMITTING. REFER TO PREFABRICATED STRUCTURE NOTES FOR CONSTRUCTION OF OVERHEAD SHADE STRUCTURES.'I ---sc""""";c-c:Cc:',::-~~~~~c~~, ---0 0 0 0 0 J \-------------------------------------------------q "" 0 0 0 0 ~,1---------------------------------------------------------------------' , "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1---+--+-----------+-----,---+--+---i I SHEET I CITY OF CARLSBAD I SHEETS I PARKS&: RECREATION DEPARTMENT ::==::...::::==========:.==:::::; LANDSCAPE CONSTRUCTION DET.AIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCIT AOEL98-632} 716{ 9 2G.I N DE S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2018-02-07; 09:47pm, Drawing Title: 15-405 S-CON-DTL.dwg, User ID: mmoss LC, JFMMJTB, JJ11/08/17LC-2.1055SHADE STRUCTURE FOOTINGPOSTFINISHED SURFACE PER PLANCOMPACTED SUBGRADE PERGEOTECHNICAL REPORTANCHORAGE BY MANUFACTURERCONCRETE FOOTING. ACTUALFOOTING DESIGN SHOWN ONINSTALLATION DRAWINGS(9) #8 REBAR VERTICAL - EQUALLYSPACED AROUND THE PERIMETERPIER FOOTING, 3" CLEAR#4 REBAR - HORIZONTAL AT 10" O.C.(3) #4 REBAR HORIZONTAL AT 6" O.C.12345678LEGEND:NOTE:1. FINAL REINFORCEMENT, INCLUDINGQUANTITIES, SIZES, AND DETAILINGWILL COME FROM THE APPROVEDSHELTER MANUFACTURER.3'-0"3" MIN.PROVIDE TAPERSTD SLOPE (2:1)712PLANSECTION2" GROUTCONDUIT PERELECTRICAL PLANS2SHADE STRUCTURE FOOTING AT PLAYGROUND3NOTES:1. FINAL REINFORCEMENT, INCLUDINGQUANTITIES, SIZES, AND DETAILINGWILL COME FROM THE APPROVEDSHELTER MANUFACTURER.LEGEND:STEEL POST PER SHADESTRUCTURE DETAIL 2/LC-2.91WATERPROOFING AND FELT WRAP23ADJACENT RESILIENTSURFACING PER PLAN45COMPACTED SUBGRADE PERGEOTECHNICAL REPORT5CONCRETE FOOTING AND BASEPLATE PER DETAIL 2/LC-2.106ADJACENT PLANTING PER PLANSHADE STRUCTURE IN RESILIENT SURFACING126512"SHADE STRUCTURE IN PLANTING AREA443'-0"3'-0"12" MIN.77FINISH SURFACE OF RESILIENTSURFACING IN FLAT CONDITIONSHADE STRUCTURE AT RETAINING WALL - SECTION121412" MIN 4CL6'-0" PER CIVIL PLANS 20"4'-0" MIN. DIA.8"7'-6" SQ.7'-6"7'-6"SHADE STRUCTURE AT RETAINING WALL - PLAN(3) #4 TIES @ 1 12" O.C.8(9) #8 VERTICAL EQUALLY SPACED.HOOK ONTO FOOTING.910RETAINING WALL BEYOND PERCIVIL PLANS1112#4 TIES @ 12" O.C.FOOTING BEYOND PER CIVILPLANS13#5 @ 12" O.C. EACHWAY TOP AND BOTTOM1CLCL2314BASE PLATE PERDETAIL 2/LC-2.101315GUARDRAIL PER DETAIL 2/LC-2.515108111294'-0" DIA,15101SQUARE FOOTING1MAINTENANCE CHAIN LINK GATE8'-0"1234569 GAUGE BLACK VINYL COATED WIREWITH 2" MESH1GATE WITH 1.875" O.D. PIPE FRAME2HEAVY DUTY HINGES PER SDRSD M-53GATE LATCH. COLOR: BLACKCONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITH SHOPDRAWING PRIOR TO MANUFACTURING4CONCRETE CURB OR SIDEWALK PER PLAN5CONCRETE FOOTING PER DETAIL1/LC-2.86LEGEND:NOTES:1. ALL PIPES AND FITTINGS TO BE BLACKPOWDER COATED.2. ALL CHAINLINK FENCING AND GATESTO BE BLACK VINYL COATED12'-0"3*INDICATES STRUCTURALENGINEER REVIEW ANDAPPROVAL.*SYNTHETIC TURF AT SPEED SOCCER FIELD456789101PERIMETER WALL POSTS AND DASHER BOARD1SYNTHETIC TURF PER PLAN24" THICK, 3/8" CRUSHED STONE BASE, PERMEABLE CLASS II. TOPOF STONE BASE SHALL BE 20 mm BELOW TOP OF NAILER.34" THICK, 3/4" CRUSHED STONE BASE. 1/4 INCH IN10 FEET FINISH GRADE TOLERANCE4COMPACTED SUBGRADE PER GEOTECHNICAL REPORT. 0.5%SLOPE TO DRAIN TOWARD DRAINAGE TRENCH PER PLANS5DRAINAGE TRENCH. 6 INCHES DEEP MIN., DEPTH TO ACCOMODATENECESSARY PIPE DEPTH. FILL WITH 3/4 INCH WASHED STONE64 INCH HDPE PERFORATED PIPE, 1% SLOPE PERPLAN. MIN 2 INCHES OF STONE SURROUNDING7FILTER FABRIC. WRAP AROUND STONE IN DRAINAGETRENCH, AROUND DRAINAGE PIPE, AND BETWEENFIELD GRAVEL AND SURROUNDING SUBGRADE810" WIDE X 6" DEEP CONCRETE FIELD PERIMETERCURB, FLUSH WITH ABUTTING WALKWAY OR GOAL9CONCRETE WALKWAY PER PLAN. AGGREGATE SUB-BASE PERGEOTECHNICAL REPORT. SURFACE FLUSH WITH PERIMETER CURB, ORFINISH GRADE 2" BELOW CURB.10NOTE:1. CONTRACTOR SHALL PROVIDE A MINIMUM OF 4" COMPACTEDSTONE AS NEEDED UNDER TURF SURFACE. WHERE NECESSARY, AMINIMUM OF 2" MAY BE USED TO SATISFY ELEVATIONS FOR ARENAFIELD AS SHOWN ON GRADING PLAN.FLAT2'-0"2"4" MIN.LEGEND:2X4 WOLMANIZED NAILER - ATTACHED TO CONCRETE CURBPER MANUFACTURER'S RECOMMENDATIONS. TOP OFNAILER SHALL BE 1" BELOW TOP OF ADJACENT CURB11111'-0"3'-0"3" CLR. TYP.2" MIN.20 mm BROCK SHOCK PAD12231244" THICK, 3/4" CRUSHED STONE BASESYNTHETIC TURF AT WARM-UP AREASSYNTHETIC TURF; TOP OF SYNTHETICTURF TO BE 1/2" ABOVE ADJACENT PAVING.ADJACENT EXISTING PAVING.ADJACENT PROPOSED PAVING WITH 6" X10" THICKENED CURB PER PLAN.COMPACTED SUBGRADE PER GEOTECHNICAL REPORT.4" THICK, 3/8" CRUSHED STONE BASE. TOP OF STONESHALL BE 17mm BELOW TOP OF NAILERNOTE:1. COORDINATE WITH DRAINAGE PLANSLEGEND:11234564"PROPOSED CONCRETEEXISTING CONCRETE2X4 WOLMANIZED NAILER - ATTACHED TO CONCRETECURB/PAVING PER MANUFACTURER'S RECOMMENDATIONS.NAILER SHALL BE 1" BELOW CURB7IN-FILL PER SPECIFICATIONS ANDMANUFACTURER'S RECOMMENDATIONS.8856724" X 8" CONCRETE CURB ADJACENT TO EXISTINGPAVING TO RECEIVE WOLMANIZED NAILER99414"85673417 mm BROCK SHOCK PAD1010105*116 ' ~ r □ W□ Zw c2 z I-c2 en I-z en Oz (.) 0 z (.) :::J I-I-<( <( • 0 0 -· _, co "' ~ J ' • "' .,,---j 6 +-0 0 0 0 0 0 0 0 --J 1 -->,~-----' \I I \\H I I \\ I \\\\ 1-.,.-_::c:;;_-'o~,; ~-I I_I l-1 I I_II I =t . ---0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0-flJ-,;-cs_-_----------------------/ / 02/08/18 DAlE SDG INITIAL ENGINEER OF WORK .\£ 0 0 ' 0 0 0 \ 0 0 ' .. , .. ·'·' '. ,· ,. ' = II -11-~ 1= .• f -1=11 I cell 11=11 __ ll~:::;:-1 '-\: } 11_1 I I ;:;:,:TI[~"'N'='&L• J--~ 1 i' 11 DELTA 1 DAlE D INITIAL 0 0 0 0 0 0 0 0 0 0 0 0 DAlE D INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL 0 I 0 0 0 0 0 0 0 D D "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION DET.AIIB FOR: APPROVED BY:d~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEM!1909 EXP. 9/30/19 DAlE OWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 16-409 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.118"NAIL TOFORMCHAIR1/2"+ANCHORAGE HARDWARE DETAIL (SURE LOCK)(ICC ESR-2381)5"1 1/2"2 1/4"1'-3" MIN.1/2"SURE6"6"2-#3POCKET FORMER(TYPE-S2)1"2"+12"2-#4 CONT.POST TENSIONED CONCRETE STRESSING END AND CLOSUREDRILL 1" DIA.HOLE IN FORMSTRESSINGTAILGREASEDANDPLASTICWRAPPEDSTRAND@EA. SIDE OFTENDON2 1/4"ANCHOR CASTINGSURE LOCKSTRANDSURELOCKTYPICAL SUPPORTSLAB BOLSTER SUPPORTCHAIRS AND SUPPORTSSTANDARDCHAIR@ E.O.S.ANCHOR (TURN HORIZ.) CASTINGSTRIP STRESSINGSUBBASE PERDETAIL2/LC-2.1236"6"8"(ELEVATION) FIXED END DETAIL1/2"CHAIR1"12"2 1/4"2-#4 CONT. 1/2"POST TENSIONED CONCRETE FIXED END DETAILGREASED AND PLASTICWRAPPED STRAND2-#3 @EA. SIDE OFTENDONANCHOR (TURN HORIZ.)CASTING2"4"4" MIN. TYPE II AGGREGATE BASE (TYP).VAPOR BARRIER SHALL BE 10 MILVISQUEEN MEMBRANE THROUGHOUTCOURT SLAB AREA WITH LAPPEDEDGES TAPED.2" SELECT SAND (TYP.)2XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLAYOUT FOUNDATION PLAN90'-0"30'-0"30'-0"30'-0"8"1'-0"NET POST, TYP.LIGHT POLE, TYP. SEEELECTRICAL DRAWINGS FOREXACT LOCATIONS. SEEDETAIL 2/LC-2.14.3'-0"29 x 122'-8" MIN. @2'-6" O.C. TYP.40 x 91'-0" MIN @ 2'-9" O.C. TYP.33 TENDONS SPACED PER PLANSUN SHELTER POSTAND FOOTING, TYP.SEE LANDSCAPEDRAWINGS FOREXACT LOCATIONS.SEE DETAIL 3/LC-2.13.CHAIN LINK FENCE FOOTINGS AND POSTS AND PICKLEBALLPOST SLEEVES TO BE INSTALLED AT SAME TIME AS COURTCONCRETE. CONTRACTOR TO COORDINATE BOTH CONCRETEAND POST INSTALLATION.CENTER CABLES AT MID DEPTH OF SLABNOTES:ALL CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4000PSI AT 28 DAYSC.ALL SURFACES SHALL SLOPE TO DRAIN (SEE CIVILENGINEER'S PLAN)B.SEE CONSTRUCTION PLAN FOR CONCRETE WALK LOCATIONS.SEE GRADING PLAN FOR ELEVATIONS.A.LEGEND:SECTIOND.E.F.J.TENDON STRESS SCHEDULECOURT CABLE LENGTHELONGATIONPICKLEBALL122'-8" MIN.9-1/2"PICKLEBALL91'-0" MIN.7-1/8"CONCRETE STRENGTH AT TIME OF STRESSING SHALL BE AMINIMUM OF 75% OF 28 DAY STRENGTH.G.TENDONS SHALL BE SUPPPORTED IN POSITION AT A MAXIMUMOF 3'-0" ON CENTER UNLESS NOTED OTHERWISE.H.STRESS TENDONS PER SCHEDULEI.THE POST TENSIONED SLAB ON GRADE IS TO BE INSTALLED ATTHE PICKLEBALL COURTS ONLY.K.SPECIAL INSPECTION IS REQUIRED FOR THE POST TENSIONEDSLAB ON GRADE.L.POST-TENSIONED CONCRETE TO HAVE 1/2" DIA. CABLES EACHDIRECTION, ASTM A-416, 3'-0" O.C. THROUGH COURT, AND 12"OFF OF EACH EDGE OF COURTS.CONCRETE DEPTH PER PLAN12345789101EXPANSION JOINT26" POST TENSIONED CONCRETE SLAB ON GRADEWITH #4 @ 18" O.C. EACH WAY3CONCRETE FOOTING PER FENCE DETAIL, TOPOF FOOTING TO BE 12" LOWER THAN FINISHGRADE OF POST-TENSION CONCRETE4ADJACENT MATERIAL PER PLANS5COMPACTED SUBGRADE PER GEOTECHNICAL REPORT6POST TENSIONED CABLES PER DETAILS2/LC-2.11 AND 3/LC-2.117POST TENSIONED CABLE ANCHORAGE PER DETAILS2/LC-2.11 AND 3/LC-2.118FINISHED SURFACE OF COURT9CURB UNDER FENCE WITH (2) #4 REBAR CONTINUOUS, 3"CLEAR FROM EDGE OF CONCRETE10110' TALL CHAIN LINK FENCE PER DETAIL 1/LC-2.1211SINGLE CHAIN LINK GATE PER DETAIL 2/LC-2.1211123.5' HIGH CHAIN LINK FENCE PER DETAIL 1/LC-2.1212CHAIN LINK FENCE POSTLOCATION WITHIN P/T SLAB,TYP. SEE DETAIL 2/LC-2.14.6210216"18"CHAIN LINK FENCEPOST LOCATIONOUTSIDE P/T SLAB,TYP. SEE DETAIL1/LC-2.141SHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.6 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.14 FOR CONSTRUCTION DETAILS56**INDICATES STRUCTURALENGINEER REVIEW ANDAPPROVAL.,, , • ' ~ ~ "' ~ ' I!' ~ \_ I ¼ ,.,,, \ -·" ,-' \ I I ,_ _, r @ \ @ \ ~ ,· I I ,_ _, -\ CJ CJ ~' -----f--- - - -I - - - - - - -J ' -,:. "\ -, -, -, ~ 1.,, ' ' ' ' ' ~\('_' ' ' ' '■' '■ ,. ' ' • -. I \ I \ I \ I --------~ - - - - - - - - -- - - - - -"' / \ ~ ,· -, I I ,, _, N @ @ @ ' N \ co \ ~ ,· ' \ I ,J I ,_ I b \ r ' <'l b ' ' -~ • ~' I ' . I = : • ' ' ' ~ ~ ~ ~ ~ ~ ' ' • &, ~ ,, , .... ., NO SCALE ,, , = = ~ ~ ~ I ~ ,-.,, ' ' ---....._,; ,· ' ' I ) I ,_ e' ' ,, @ ' ' @ @ -~ ,· ' \ I ) I ,, •' ' ,, ~ I -- - - - - ---_/_ -', 1:...···-. ~ '~\(--,_, ,-, ------ - - - - - ---,-.,, ' ' I ' ' I J I ,, _, ' @ ' @ @ -' ' ,· -\ I ) I ,, _, . --• ' ,, ~ I '"' ~ ~ ~ ,,, 1.,1 ,,, 'I 'l'T ,; , • ' z ::s [J_ a:: LJ.J [J_ 0 LJ.J ~ [J_ en en z 0 0 z LJ.J I-~ • ' 0 0 0 0 0 0 0 0 0 0 0 0 aB CJ CJ t 'I --------0 NO SCALE -~-----1-111111 I 11 I I I I I I -~ 0 0 ---r : 1111111 111 111111111 CJ 0 NO SCALE "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REI/I EWED BY: INSPECTOR DATE 1-------,f----+------------+---+--+---+------I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS&: RECREATION DEPARTMENT :==:..::::=========:..::::=:::::: LANDSCAPE CONSTRUCTION DET.AIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA TE INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 16-409 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.12TWO LAYERS OF 9 GAUGE WIRE WITH GREEN VINYL COATED 2" MESH WITHACOUSTIFENCE SOUND BARRIER IN BETWEEN3/8" CIRCULAR TRUSS ROD WITH TRUSS TIGHTENER3/4"x3/16" TENSION BAR W/ 1"x14 GAUGE BANDS AT 2'-0" ON CENTER TYPICALPRESSED STEEL CAP - POST SIZENOTES:COMPACTED SUBGRADE PER GEOTECHNICAL REPORTEND OR CORNER POSTS (SEE TABLE 'A' FOR SIZES)LEGEND:CONCRETE FOOTING (SEE TABLE 'B' FOR SIZES)123456789ALL FENCE POSTS, BRACES AND RAILS SHALL CONSIST OF HOT DIPPEDGALVANIZED PIPE MANUFACTURED IN ACCORDANCE WITH A.S.T.M.DESIGNATION A-120 AND SHALL BE OF THE FOLLOWING SIZES AND WEIGHTS:TABLE A. POST AND RAIL SIZES SHALL BE AS FOLLOWS FORPOST LOCATIONFENCE HEIGHTTEN (10') FOOT HEIGHTTABLE B. FOOTING SIZES SHALL BE AS FOLLOWS:10'-0"3'-6"118"24'-3"878'-0" MAXIMUM34569ALL VERTICALPOSTSCONCRETE CURB AT FENCE OR CONCRETE PAVING PER PLANMID RAIL (SEE TABLE 'A' FOR SIZES)CHAIN LINK FENCE @ PICKLEBALL COURTS12"2'-6"HEIGHT VARIES - SEE CONSTRUCTION PLANPOST FOOTINGDIAMETERCONSTRAINEDFOOTINGDEPTHA. ALL CHAIN LINK FENCE FABRIC SHALL BE NINE (9) GAUGE ALUMINIZED STEEL CORE FABRIC WITH GREEN VINYL COATING.B. FABRIC TO BE TWO (2) INCH MESHC. ALL CHAIN LINK FENCING SHALL HAVE A TOP RAIL, AND BOTTOM RAIL; AND FOR FENCING 10' HT AND GREATER THERESHALL ALSO BE A MID-RAIL. FABRIC SHALL BE KNUCKLED ON ALL SIDESD. ALL CHAIN LINK FABRIC SHALL BE MOUNTED ON THE SIDE OF THE POSTS TOWARD THE COURT.E. ALL HARDWARE, TENSION WIRE, TIE WIRE, TRUSS RODS AND GATES SHALL BE HOT DIPPED GALVANIZED WITH GREENPOWDER COAT.F. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL HARDWARE REQUIRED FOR FENCING AND GATES.G. USING STAINLESS STEEL TIES @ 24" O.C. VERTICALLY, CONTRACTOR SHALL SECURE THE TWO LAYERS OF CHAIN LINKFABRIC TOGETHER ALONG THE ACOUSTIFENCE SOUND BARRIER SEAM, UTILIZING THE MANUFACTURER'S PROVIDEDGROMMET OPENINGS.H. ALL PIPES AND FITTINGS TO BE GREEN POWDER COATED.I. CONTRACTOR SHALL CUT ACOUSTIFENCE MEMBRANE TO LENGTH AT FINAL END SEAM AND INSTALL GROMMETS WITH AHAND GROMMET MACHINE AT EQUAL SPACING TO THE MANUFACTURER INSTALLED GROMMETS.POST DIAMETER(A53 GR. B)FENCEHEIGHTALTERNATE POST OPTIONSALL HORIZONTALRAILS10'-0"3'-6"3" STD. PIPE5" STD. PIPE2" STD. PIPE--------------4" X-STRONG PIPE (A53 GR. B),HSS 5 X 0.258 (A500 GR. B)ACOUSTIFENCE SOUND BARRIER MEMBRANE PER CONSTRUCTION LEGEND. TO BEINSTALLED VERTICALLY WITH STAINLESS STEEL TIES AND METAL BAR BETWEENTWO CHAIN LINK MESH LAYERS PER MANUFACTURER'S INSTALLATION GUIDE1010MID POST (SEE TABLE 'A' FOR SIZES)1111SEAM BETWEEN TWO PIECES OF ACOUSTIFENCE SOUND BARRIER. INSTALL PER MANUFACTURER'SINSTALLATION GUIDE121213THREE AND A HALF (3.5') FOOT HEIGHT1SECTION AT GATESINGLE CHAIN-LINK GATE42"3'-0"62451899 GAUGE GREEN VINYLCOATED WIRE WITH 2" MESH1GATE WITH 1.875" O.D. PIPE FRAME212" GALVANIZED KICK PLATEON BOTH SIDES OF GATE -WELDED TO FRAME32" DIA. GALVANIZED TOP RAIL4HEAVY DUTY HINGES5STANDARD LOCKABLE U GATELATCH. COLOR: GREEN.CONTRACTOR TO PROVIDELANDSCAPE ARCHITECT WITHSHOP DRAWING PRIOR TOMANUFACTURING6FENCE POST-SIZEPER DETAIL 1/LC-2.127PAVING PER PLAN8FOR FENCE FOOTINGPER DETAIL 1/LC-2.129NOTE:1. ALL PIPES AND FITTINGS TO BE HOT DIPPED GALVANIZED WITH GREEN POWDER COAT.2. GATE SHALL SWING BOTH DIRECTIONS.3. GATES SHALL HAVE STOP PLATES AND WELDED LATHING (GALV.)LEGEND:1'-0"334" MIN.72SECTION AT GATESINGLE CHAIN-LINK GATE AT 10` TALL FENCE10'-0"124567899 GAUGE GREEN VINYL COATED WIRE WITH 2"MESH1GATE WITH 1.875" O.D. PIPE FRAME212" GALVANIZED KICK PLATE ON BOTH SIDESOF GATE - WELDED TO FRAME32" DIA. GALVANIZED TOP RAIL4HEAVY DUTY HINGES5LOCKABLE GATE LATCH. CONTRACTOR TOPROVIDE LANDSCAPE ARCHITECT WITH SHOPDRAWING PRIOR TO MANUFACTURING6CONCRETE CURB OR SIDEWALK PER PLAN7PAVING PER PLAN8FOR FENCE FOOTING SEE DETAIL 1/LC-2.129NOTE:1. ALL PIPES AND FITTINGS TO BE HOT DIPPEDGALVANIZED.LEGEND:1'-0"334" MIN.44" MAX.7'-0"3'-0"3'-0"ACOUSTIFENCE SOUND BARRIER MEMBRANEPER CONSTRUCTION LEGEND. TO BEINSTALLED VERTICALLY WITH STAINLESSSTEEL CABLES AND METAL BAR BETWEENTWO CHAIN LINK MESH LAYERS PERMANUFACTURER'S INSTALLATION GUIDE.10104124PICKLEBALL COURT SHELTER (BY SEPARATE PERMIT)9'-4"9'-2"8'-1"ELEVATIONSECTION123MULTI-RIB METAL ROOF PANEL. COLOR: COLONIAL RED.1SHELTER FRAME. COLOR: EVERGREEN2BENCH. COLOR: TUDOR BROWN34FINISHED GRADE44132NOTES:1. DIMENSIONS ARE FOR BID PURPOSESONLY. FOOTING DESIGN AND INSTALLPER MANUFACTURER'SRECOMMENDATIONS.2. QUANTITY OF REINFORCING SHOWN INDRAWINGS MAY NOT REFLECTREQUIREMENTS.5'-6" MIN.3" CLR.TYP.2'-0" DIA.MIN.DRILLED PIER FOOTINGCOLUMN LOCATED AT CENTER OF FOUNDATION5FOOTING TYP. @ EACH COLUMN PERMANUFACTURER'S RECOMMENDATIONS676 - #6 VERTICAL BARS (EQUALLY SPACED)8#4 TIES HORIZONTAL @ 12" O.C. W/ 2 TIES IN THE TOP 5"CL5687ANCHOR BOLTLEGEND459ANCHOR BOLT (4) PLACES10NON-SHRINK GROUT UNDER BASE PLATE (1-1/2" MAX)TOP OF FOOTING1091111ADJACENT CHAIN LINK FENCE PER PLAN. ATTACH TOSHELTER POSTS VIA CUSTOM TABS ADDED TO THEPOSTS BY THE MANUFACTURER. CONTRACTOR SHALLCOORDINATE TAB HEIGHTS AND FENCE TYPE WITHTHE MANUFACTURER.3PICKLEBALL COURT STRIPING20'-0"10'-0"30'-0"NOTES:A. ALL STRIPING LINES 2"WIDE UNLESSOTHERWISE NOTED.COLOR: WHITE.B. WEAR AREAS TORECEIVE ADDITIONALCOLOR COAT OFCOURT SURFACING.123456CL6CLPERIMETER COLOR:'CALIFORNIA RED'1COURT COLOR: 'DARKGREEN'2PICKLEBALL POST AND NET3POST-TENSION CONCRETEPAVING. SEE PLAN FORSTAKING AND LAYOUT4STRIPING5WEAR AREA LIMIT6LEGEND5CONTRACTOR IS TO PROVIDE THE SHADE STRUCTURE IN PLACE, INCLUDING FOOTING. CONTRACTOR IS RESPONSIBLE FOROBTAINING THE PERMIT ASSOCIATED WITH CONSTRUCTION AND INSTALLATION OF THE SHADE STRUCTURE. CONTRACTORWILL PROVIDE FOOTING DESIGN INCLUDING STAMPED STRUCTURAL DRAWINGS AND CALCULATIONS FOR THE FOOTING ANDSTRUCTURE. DESIGN AND CALCULATIONS WILL BE SUBMITTED TO THE CITY OF CARLSBAD DEVELOPMENT SERVICES DIVISIONFOR PERMITTING. REFER TO PREFABRICATED STRUCTURE NOTES FOR CONSTRUCTION OF OVERHEAD SHADE STRUCTURES.SHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.6 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.14 FOR CONSTRUCTION DETAILS570 NO SCALE 0 0 0 0 0 0 0 NO SCALE 2 <ii I I I d I j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ':,.:-. ~;·· .. · ,·,~·-···'7.'!"••.,.~••~'~;..,,,-.-._, .. :~.~-:,._-. .::~._'.';·,,.••;-·"'.•:.·· :~ / -, 11='=J I~~ ~--·:.; 0 NO SCALE I, .. . ~-\ '? aB 0 0 0 0 0 0 0 0 0 0 •• • • ■ . ·-··:~ t . ·•' ;·; 0 0 0 0 0 0 0 0 0 O~-------N O SCALE 0 ' 0 "' ~ ~ ~ ~ ~ -,,----,----,-----,---,,---· ~~ + +-+ + + + ,..._-,.--1+ + + - + + -{ + + + /////// . / / / . / / / / . / / / / . ///// ::yo I +I I :;.ro 0 .;_ 11 b 1 ..,. _,_ /////// //////// //////// ///////// I I ~t--+ ~r-~~+ / / / / / ////////// ///////// //////// /////// ////// + • I ....,..._..,_,,__~~-~~--+I -I+ ~,+I+ ~ ~ + ~ +I + + + + + ----L._ __.L_ --'----'-----'--__.L_ ~ 0 NO SCALE 0 0 0 0 0 0 "AS BU I LT" P.E. ___ EXP. ___ _ DATE REI/I EWED BY: INSPECTOR DATE 1-------,f----+------------+--+--+---+------I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS&: RECREATION DEPARTMENT :==:..::::=========:..::::=:::::: LANDSCAPE CONSTRUCTION DETAIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA TE INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:57pm, Drawing Title: 16-409 S-CON-DTL.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17LC-2.13FENCE/LIGHT POST FOUNDATION OUTSIDE OF PT SLABCCL1'-4"1'-4"PLANSECTIONSECTION A-A'PERIMETER POUR STRIP SECTION123456POST TENSION SLAB782FOOTING SPACING VARIES,SEE LANDSCAPECONSTRUCTION PLANS910ROUGHENED EDGE1ADJACENT PLANTING AREA PER PLAN2FENCE POST PER CONSTRUCTION PLAN3TYPICAL SLAB EDGE AND SUBGRADE PER 2,3/LC-2.114COURT SURFACE THICKNESS PER MANUFACTURER'S RECOMMENDATIONS5EXPANSION JOINT6POUR STRIP CONTINUOUS AT NORTHERN AND SOUTHERN PERIMETER7POST TENSION SLAB8JOINT SEALANT9TOOLED JOINT10AA'VARIES63LEGEND(2) #4 CONTINUOUS REBAR11111TYPICAL POST FOUNDATION WITHIN PT SLAB1'-0"1'-0"2"VARIES, SEEFOOTINGSCHEDULE ONDETAIL 1/LC-2.13AND LIGHT POSTFOOTING DETAILPER ELECTRICALPLANS3" CLR. TYP.3 @ 2"12345678SECTIONNOTES:A. CONTRACTOR TO SUBMIT SHOP DRAWING INCLUDINGPOLE, BASE PLATE, ANCHOR BOLTS, EQUIPMENT BOXAND CONDUIT TO ENGINEER FOR REVIEW PRIOR TOORDERING, FABRICATING OR CONSTRUCTING FOOTINGSHOWN HEREON.B. BASEPLATE, ANCHOR BOLTS, AND BOLT CIRCLE SIZESDETERMINED BY POLE MANUFACTURERAT P/T SLAB WRAP WITH 1" RUBATEX. APPLY JOINT SEALERAT SURFACE WITH BACKER ROD AT ALL LOCATIONS1POST2FINISH SURFACE3TOP OF POLE FOOTING SHALL NOT EXTEND INTO SLABSECTION4SUBGRADE PER DETAIL 2/LC-2.115APPLY BOND BREAKER BETWEEN POLEFOOTING AND POST TENSION SLAB6EXCAVATION SHALL BE INSPECTED BY SOILENGINEER PRIOR TO PLACING CONCRETE7CONCRETE FOUNDATION PER SEPARATE DETAIL8LEGEND:1'-0"EXPANSION JOINT992SHEET INDEX:SEE SHEET LC-1.0 FOR LEGEND AND NOTESSEE SHEETS LC-1.1-1.6 FOR CONSTRUCTION PLANSSEE SHEETS LC-2.0-2.14 FOR CONSTRUCTION DETAILSNET POST2'-0" SQ.3"1'-1/2"12" MIN.123CL4NET POST PER LANDSCAPE CONSTRUCTION LEGEND1POST TENSION SLAB2SUBGRADE PER DETAIL 2/LC-2.113#4 X 3'-0" LG T&B E.W.4LEGEND358J < 0 NO SCALE t t 0 0 0 0 0 0 0 0 0 0 0 c::: . ...J a. ;' ~ <') L j < 0 NO SCALE aB J ' 0 0 0 0 0 NO SCALE 0 0 0 0 0 0 0 0 0 D • • D "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REI/I EWED BY: INSPECTOR DATE 1--------,f-----+------------+--+--+---+------I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS&: RECREATION DEPARTMENT :==:..::::=========:..::::=:::::: LANDSCAPE CONSTRUCTION DET.AIIS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA TE INITIAL ENGINEER OF v«lRK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: SYMBOL MANUFACTURER/MODEL/DESCRIPTIONPSIDETAIL HUNTER MP1000 PROS-04-PRS40-CV-R40TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECKVALVE, RECLAIMED BODY CAP, PRESSURE REGULATEDTO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210TO 270 ARC, O=OLIVE 360 ARC. HUNTER MP2000 PROS-04-PRS40-CV-R40TURF ROTATOR, 4" (10.16 CM) POP-UP WITH CHECKVALVE, RECLAIMED BODY CAP, PRESSURE REGULATEDTO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC210-270, R=RED 360 ARC. HUNTER MP3000 PROS-04-PRS40-CV-R40TURF ROTATOR, 4" (10.16 CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. HUNTER MP CORNER PROS-04-PRS40-CV-R40TURF ROTATOR, 4" (10.16CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ONPRS40 BODY. HUNTER MP1000 PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH CHECKVALVE, RECLAIMED BODY CAP, PRESSURE REGULATEDTO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. M=MAROONADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC ON PRS40 BODY. HUNTER MP2000 PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREENADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. HUNTER MP800SR PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6.0" POP-UP WITH CHECK VALVE,RECLAIMED PURPLE BODY CAP, PRESSURE REGULATEDTO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40BODY. ORANGE ADJ ARC 90 TO 210 OR LIME GREEN ARC360. HUNTER MP CORNER PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ONPRS40 BODY. HUNTER RZWS-SLEEVE-36-50CV-R3036" LONG RZWS WITH FILTER FABRIC SLEEVE, CHECKVALVE, 0.50 GPM BUBBLER, 1/2" SWING JOINT FORCONNECTION TO 1/2" PIPE. PURPLE COVER FORRECYCLED WATER ID WHEN USED IN RECYCLED WATERSYSTEM. PLACE BUBBLERS AT EDGE OF ROOTBALL ONOPPOSITE SIDES OF TREE, TYPICAL. SYMBOL MANUFACTURER/MODEL/DESCRIPTIONPSIGPMRADIUSDETAIL HUNTER I-40-06-SS-R60 15.7 55'TURF ROTOR, 6.0" POP-UP. ADJUSTABLE TO FULL CIRCLE.DRAIN CHECK VALVE, STAINLESS STEEL RISER, 1"FEMALE NPT INLET THREADS, STANDARD NOZZLE. WITHPURPLE COVER FOR RECYCLED WATER ID WHEN USED INRECYCLED WATER SYSTEM.2/LI-2.01/LI-2.01/LI-2.0 SYMBOL MANUFACTURER/MODEL/DESCRIPTIONDETAIL HUNTER ICZ-151-40DRIP CONTROL ZONE KIT. 1-1/2" ICV GLOBE VALVE WITH1" HY100 FILTER SYSTEM. PRESSURE REGULATION:40PSI. FLOW RANGE: 20 GPM TO 60 GPM. 120 MESHSTAINLESS STEEL SCREEN. PROVIDE RECYCLED WATERID AND PURPLE HANDLE. NETAFIM TLSOVMANUAL FLUSH VALVE. NETAFIM 65ARIA0753/4" MALE PIPE THREAD GUARDIAN AIR/VACUUM RELIEFVENT. INSTALL IN SUBSURFACE SYSTEMS. ON SLOPINGTERRAIN TO PREVENT COLLAPSING OF PIPES. UVRESISTANT. MAXIMUM PRESSURE: 150 PSI. HUNTER ECO-IDWORKING PRESSURE: 15-50 PSI. INLET: 1/2" FPT (ATTACHWITH PVC FITTING OR FLEXIBLE SWING JOINT). VISUAL: 6"YELLOW POP-UP STEM. BODY/STEM: UV-RESISTANTPLASTIC AREA TO RECEIVE DRIPLINE NETAFIM TLRW-06-12 (12)TECHLINE RW LANDSCAPE DRIPLINE WITH PURPLESTRIPE FOR NON-POTABLE WATER APPLICATIONS.0.6GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALSSPACED AT 12.0" APART, WITH EMITTERS OFFSET FORTRIANGULAR PATTERN. DESIGNED FOR RECLAIMEDWATER USE ONLY. SYMBOL MANUFACTURER/MODEL/DESCRIPTIONDETAIL HUNTER ICV-G-FS-R1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTECONTROL VALVES, GLOBE CONFIGURATION, WITH NPTTHREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPALUSE. WITH FILTER SENTRY FACTORY INSTALLED OPTION,AND RECLAIMED WATER ID, PURPLE HANDLE. EXISTING RCV1", 1-1/2", 2" ELECTRIC REMOTE CONTROL VALVE. NELSON 76451" BRASS QUICK COUPLER VALVE WITH ACME THREADSFOR SLOW FLOW CONTROL, WITH LOCKING RUBBERCOVER AND PURPLE CAP WITH RECLAIMED WATERWARNING. SPEARS 2622LINE SIZE BALL VALVE. LARGE INLET OPENING, ANDPREVENTS BACK FLOW OF WATER AND DRAINAGE OFTHE SYSTEM INTO LOW AREAS. PROVIDE WITH PURPLEHANDLE WHEN USED IN RECYCLED WATER SYSTEM. HUNTER HCVLINE SIZE IRRIGATION CHECK VALVE. INSTALL AT EACHIRRIGATION HEAD OR IN LATERAL LINE WHERE CHANGEIN ELEVATION EXCEEDS 10 VERTICAL FEET. PLAN SHOWSUGGESTED VALVE LOCATIONS ONLY. CONTRACTOR ISRESPONSIBLE TO INSTALL CHECK VALVES IN ALLLOCATIONS AS SITE CONDITIONS AND LOW HEADDRAINAGE REQUIRE. SWITCH HITTER IRRIGATION LATERAL LINE: RECYCLED WATER PVC SCHEDULE 40PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERALTRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATEDON THE PLAN, WITH ALL OTHER BEING 3/4" IN SIZE.PURPLE FOR RECYCLED WATER. IRRIGATION LATERAL LINE: EXISTINGRECYCLED WATER IRRIGATION LATERAL TO REMAIN;PROTECT IN PLACE UNLESS NOTED. IRRIGATION MAINLINE: RECYCLED WATER PVC SCHEDULE 40 AND CLASS 315PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5FOR PIPES 2" AND LARGER. PURPLE FOR RECYCLEDWATER. IRRIGATION MAINLINE: EXISTINGRECYCLED WATER IRRIGATION MAINLINE TO REMAIN;PROTECT IN PLACE, TYPICAL. PIPE SLEEVE: PVC SCHEDULE 40TYPICAL PURPLE PIPE SLEEVE FOR IRRIGATION PIPE.PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPINGAND THEIR RELATED COUPLINGS TO EASILY SLIDETHROUGH SLEEVING MATERIAL. EXTEND SLEEVES 18INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION.I3/LI-2.16/LI-2.06/LI-2.15/LI-2.12/LI-2.13,6/LI-2.04,6/LI-2.05,6/LI-2.08/LI-2.110/LI-2.08,9,10/LI-2.010/LI-2.0NUMBERMODELSIZETYPEGPMPSIPRECIPA9D HUNTER ICV-G-FS-R 1" TURF ROTARY 3.11 42.39 0.56 in/hA9C HUNTER ICV-G-FS-R 1" TURF ROTARY 6.39 44.07 0.26 in/hA9B HUNTER ICV-G-FS-R 1" TURF ROTARY 7.95 43.76 0.27 in/hA15A EXISTING RCV 1" TURF ROTOR 15.70 67.04 2.73 in/hA20 HUNTER ICV-G-FS-R 1" BUBBLER9.00 38.26 15.32 in/hA21 EXISTING RCV 2" TURF ROTOR 47.10 65.12 1.77 in/hA23 HUNTER ICV-G-FS-R 1" TURF ROTARY 7.87 46.78 0.18 in/hA24 HUNTER ICZ-151-40 1-1/2" AREA FOR DRIPLINE 28.15 60.55 1.01 in/hB10B HUNTER ICV-G-FS-R 1" SHRUB ROTARY 22.67 49.00 0.54 in/hB10C HUNTER ICV-G-FS-R 1" TURF ROTARY 5.84 43.02 0.29 in/hE2C HUNTER ICZ-151-40 1-1/2" AREA FOR DRIPLINE 26.02 55.26 1.01 in/hE2A HUNTER ICV-G-FS-R 1" BUBBLER12.00 32.02 15.32 in/hE2B HUNTER ICV-G-FS-R 1" SHRUB ROTARY 5.30 43.59 0.58 in/hE4A HUNTER ICV-G-FS-R 2" TURF ROTOR 62.80 65.14 1.34 in/hE4B HUNTER ICV-G-FS-R 1-1/2" TURF ROTOR 31.40 62.30 3.92 in/hE5B HUNTER ICV-G-FS-R 1" TURF ROTARY 23.12 48.23 0.37 in/hE5A HUNTER ICV-G-FS-R 1" TURF ROTOR 15.70 63.87 2.07 in/hUnknown EXISTING RCV 1"0.00UnknownValve CalloutValve NumberValve FlowValve SizeE-10 EXISTING RCV 1"E-11 EXISTING RCV 1"E12* HUNTER ICV-G-FS-R 1"E13* HUNTER ICV-G-FS-R 1"E14* HUNTER ICV-G-FS-R 1"F-21 EXISTING RCV 1-1/2"Unknown EXISTING RCV 1"SHRUB ROTARYBUBBLERSHRUB ROTARYSHRUB ROTARYSHRUB ROTARYSHRUB ROTARY5.99 46.683.00 35.836.67 47.1316.36 45.8617.01 45.872.26 41.590.34 in/h22.98 in/h0.35 in/h0.81 in/h0.71 in/h0.21 in/hSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2018-01-24; 01:59pm, Drawing Title: 15-405 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/1760LI-1.01. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE RECYCLED WATER PRESSURE OF 75 PSI AND APOTABLE WATER PRESSURE OF 85 PSI AT CITY SERVICE. CONTRACTOR SHALL VERIFY WATER PRESSUREPRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCES TO THE CITY OF CARLSBAD.2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, VALVES,BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTING AREAS UNLESS NOTED ORDIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES SIX INCHES FROM EDGE OF PAVING OR CURB.3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES, CONDUITS, ANDUNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR AN UNDERGROUND UTILITY SERVICE TOLOCATE AND MARK UTILITIES. CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURBSUCH UNDERGROUND IMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEENSUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHERCONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BE SLEEVED.5. USE FOUR WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVE CONNECTIONS.6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THECONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELD WIRES TO APPROPRIATE TERMINALSTRIPS.7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITY BOXES, BUILDINGSAND OTHER IMPROVEMENTS.8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA TO BE IRRIGATEDUNLESS OTHERWISE DESIGNED ON THE PLANS.9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITE CONDITIONS TO ALLEVIATELOW HEAD DRAINAGE.10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGSWHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREADIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THELANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY REVISIONS NECESSARY.11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OF PRINTS WHICH SHALLBE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DESIGN.12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS.13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ON PLAN. VALVES SHALLBE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6" FROM EDGES OF HARDSCAPE AREAS.14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURING TRENCHING OPERATION15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK. REFER TO TECHNICALSPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES.16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVE BOXES WITH THE FOLLOWING LABELS. ALL LETTERSSHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALL BE PLACED ON THE SAME LOCATION ONEACH VALVE BOX LID, AND ALL LABELING SHALL FACE THE SAME DIRECTION. QUICK COUPLER VALVE BOXESSHALL BE LABELED "QCV", BALL VALVE BOXES "BV", REMOTE CONTROL VALVE "RCV", GATE VALVE "CV", CHECKVALVE "CV", PULL BOX "PB".17. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.18. CONTRACTOR SHALL CONTACT CITY OF CARLSBAD INSPECTOR PRIOR TO ANY TRENCHING OPERATIONS.19. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 2-1/2" AND GREATER, PER DETAIL ANDSPECIFICATIONS. THE CITY OF CARLSBAD INSPECTION DEPARTMENT SHALL BE NOTIFIED 48 HOURS (2WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL WORK PERFORMED WITHOUT BENEFIT OFINSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL.IRRIGATION DESIGN IS BASED UPON A MAXIMUM OPERATING PRESSURE OF 75 PSI FOR RECYCLED WATERWATER COMPANY: CITY OF CARLSBADPHONE NUMBER: 760-602-2420IRRIGATION NOTES:IRRIGATION SCHEDULE:VALVE SCHEDULE:PLANS PREPARED: 12/11/17------B <D®@ (Q <v" /~\,,"';\ '-/\~ .. \.,;,,; @ 0--(Y){_A} 0 I I (D &, @ ~ ~@® ~ 6 u [jjil E0 & -~ 0 0 ~ @ --@) ------------# ,,,, ;, ' ,, .1/' ,, --------------------"AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT LANDSCAPE IRRIGATION LEGEND AND NOTES FOR: \.~NOS C~ P,t '<,() -foi t Vo/ (j ~ :::; n:;:'.'. n A A <;. APPROVED BY:~V\ JOHN EDWARD MAASHOFF ,(i A SIGNAllJRE 2-31-17 ~ RENEWAL DATE / PUBLIC WORKS MANAGER PE41R1909 EXP. 9/30/19 DAlE I 01-24-18 l/f I 11 DRAWING NO.I '-. DATE ~ ,~ DWN BY: PROJECT NO. ~~ DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: O, CALl'O ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: RWRWRWE5E6E7RWRWRWRWRWRWRWRWRWRWRWRWRWRW CONTRACTOR TO ADJUSTEXISTING IRRIGATION HEADSAND NOZZLES IN TURF AREAOUTSIDE OF LIMIT OFGRADING TO PROVIDE 100%HEAD TO HEAD COVERAGE.411""11"15.7E5AE5A411""1411""1221"43"411"211"CONTRACTOR TO ADJUSTEXISTING IRRIGATION HEADSAND NOZZLES IN TURF AREAAROUND SIDEWALK. PROVIDE100% HEAD TO HEADCOVERAGE.INTERCEPT EXISTINGMAINLINE AND WIRESFROM CONTROLLER "E"AND EXTEND WITH NEWMAINLINE AS SHOWN.411"211"REPLACE IRRIGATION HEADNOZZLE, REUSE EXISTINGHEAD BODY.43"43"411"SEE SHEET LI-1.2FOR CONTINUATIONOF VALVE E2A.43"1"A9D3.11411"2"411"1"12.0E2AE2A1"5.30E2BE2B411""1112"E2C26.0E2C2"E4A62.8E4A112"E4B31.4E4B411"211"411"CONNECT TO EXISTINGIRRIGATION LATERAL TOVALVE E5B.1"23.1E5BE5B114"E627.0112"E762.0EXISTINGEXISTING EXISTING IRRIGATION VALVESTO REMAIN, PROTECT IN PLACEEXISTING POTABLEWATER LINEEXISTING RECYCLEDWATER LINEPROPOSED POTABLEWATER LINE PER CIVILENGINEER'S PLANSE143""11"E1III43"43""1"1"1SEE SHEET LI-1.2FOR CONTINUATIONOF VALVE E4A.EXISTING POTABLEWATER LINE10' SEPARATIONREQUIREDSEE SHEET LI-1.2FOR CONNECTIONOF VALVE E1.WWWWWWWWWWWWWWWW 61LI-1.1LI M I T O F W O R K LIMIT OF WORK LIMIT OF WORKSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2018-01-24; 02:00pm, Drawing Title: 15-405 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LI-1.4LI-1.1LI-1.2LI-1.3NOTE:NEW IRRIGATION MAINLINE AND VALVES SHALL BEHIGH-LINED AND CONNECTED TO A POTABLE WATERSOURCE PENDING SUCCESSFUL COMPLETION OFCROSS-CONNECTION TEST PERFORMED BY CMWD ANDDEH. FINAL CONNECTION TO THE EXISTING RECYCLEDWATER SOURCE IS TO BE PERFORMED ONLY AFTERAPPROVAL IS PROVIDED BY CMWD AND DEH.PLANS PREPARED: 12/11/17C ----1 - --l / I -I -------I / I I ' I I I I I ' ' I I I I I ' ' I I I I I I I I I I I I I KI I I I I I ' ' ' ' ' I \ \ \ 0 -r-I I I I I I I I/ ' I ' I ' I I ' /1 ,.// / 'f,.. I ■ ,--F-=-___ _J_ ---~ I --/ / --ii ----I_ -------63Ea@rn@rn ----~ - -~ _c::----.. I ---------------- ------.--------------0 0 ---.,,,,..--.. ...... / ' / ' / \ I \ I \ I I I O I ~ ~ :J / / --I-I I I _J I \ \ ' ' ' \ \ I 0 I I I I ..... --0 0 "AS BUil T" P.E. __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE 1------,f-----+------------+--+--+---+-----I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT :===::..::::=========:....:::::=:::::; LANDSCAPE IRRIGATION PLANS FOR: APPROVED BY:2,~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I RWRWRWRWRWRWRWRWA12A7bB11B12RWRWRWRWRWRW SEE SHEET LI-1.1 FORCONTINUATION OFVALVE E4A.411"411"411"B10AB10BB10C43"411"43"EXISTING RECYCLEDWATER LINEPOTABLE WATERLINE PER CIVILENGINEER'S PLANS.EXISTING IRRIGATIONHEAD TO REMAIN ONVALVE B10A.EXISTING IRRIGATIONHEAD TO REMAIN ONVALVE B10A.MAINTAIN CONNECTIONTO VALVE E1. SEE SHEETLI-1.1 FOR VALVELOCATION.CONNECT TREE BUBBLERS TOVALVE E2A. SEE SHEET LI-1.1FOR VALVE LOCATION.43"43""1CONTRACTOR TO REPLACEAND REPAIR IRRIGATION TO ITSPREVIOUS CONDITIONS. SEECIVIL PLANS FOR INFILTRATIONBASIN LOCATION.III10' SEPARATIONREQUIRED10' SEPARATIONREQUIREDSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2018-01-24; 02:00pm, Drawing Title: 15-405 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LI-1.4LI-1.1LI-1.2LI-1.362LI-1.2LIMIT OF WORKPLANS PREPARED: 12/11/17NOTE:NEW IRRIGATION MAINLINE AND VALVES SHALL BEHIGH-LINED AND CONNECTED TO A POTABLE WATERSOURCE PENDING SUCCESSFUL COMPLETION OFCROSS-CONNECTION TEST PERFORMED BY CMWD ANDDEH. FINAL CONNECTION TO THE EXISTING RECYCLEDWATER SOURCE IS TO BE PERFORMED ONLY AFTERAPPROVAL IS PROVIDED BY CMWD AND DEH.I I I . I IL_ ------' ' ' ' ' ', ' ' ' ' ' ', ' ' ' ', ' ' ' ' ', ' ' ' ' ' ', ----------' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ---0 ..._ -'\·· o I . ,•· .. ·, I ..._ / I I / / I I \ ' 0 -I I / / -------------=-------f' -\--/ I ' 0/ I >,--. DAlE INITIAL ENGINEER OF WORK -I I I ,/ 15 , , I '' ' ! / ',I I ' // I I ' / / / .; --~ I I -I -REVISION DESCRIPTION 0 --------DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL \ 0 ---/ ' I ' 0 I \ I o I 0--,--1 ,, _,,,,.,--I "AS BUil T" P.E, EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE IRRIGATION PLANS FOR: APPROVED BY:2,'>-J\,,,J\,_.J)\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEl§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: RW RW RW RW RWRWRWRWRWRWRWRWRWA15bA19A18A17A16A15aA22A21A14A13CONTRACTOR TO ADJUST EXISTINGIRRIGATION HEADS AND NOZZLESIN TURF AREA AROUND SIDEWALK.PROVIDE 100% HEAD TO HEADCOVERAGE.A23A20A24CONNECT TO EXISTINGIRRIGATION LATERAL.CONNECT TO EXISTINGIRRIGATION LATERAL.INTERCEPT EXISTING MAINLINE AND3 WIRES FROM CONTROLLER "A"AND EXTEND TO NEW VAVLES..POTABLE BACKFLOW PREVENTERFOR QUICK COUPLER LINES PERGRADING AND UTILITY PLANIPOTABLE QUICKCOUPLERPOTABLE QUICKCOUPLERDRINKINGFOUNTAINPOTABLE QUICKCOUPLERSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2018-01-24; 02:00pm, Drawing Title: 15-405 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LI-1.4LI-1.1LI-1.2LI-1.363LI-1.3LIMIT OF WORKL IM I T O F WOR K LIMIT OF WORKPLANS PREPARED: 12/11/17NOTE:NEW IRRIGATION MAINLINE AND VALVES SHALL BEHIGH-LINED AND CONNECTED TO A POTABLE WATERSOURCE PENDING SUCCESSFUL COMPLETION OFCROSS-CONNECTION TEST PERFORMED BY CMWD ANDDEH. FINAL CONNECTION TO THE EXISTING RECYCLEDWATER SOURCE IS TO BE PERFORMED ONLY AFTERAPPROVAL IS PROVIDED BY CMWD AND DEH.-\ I ! I I I ' I I i ' I Q I I ----" ====="' NORTH ' I I I I I I 'fs-;,;-:,\! i / /,/ /// 7 -----0 ( ~ I I 7 I \ "AS BUil T" P.E. ---EXP. ----DATE REVIEWED BY: I INSPECTOR DATE 1-------if----+------------+--+--+---+-----I I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT :===::..::::=========:....:::::=:::::; LANDSCAPE IRRIGATION PLANS FOR: APPROVED BY:2,'>-.J\,,,.J\,..J)\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I X X X X X X X X X WWWWW W W W W WWwXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXEXISTING SIDEWALKCONTRACTOR TO CUT EXISTING LATERALS ATPROPOSED WALKWAY AND REMOVE EXISTINGHEADS & LATERALS EAST OF (P) WALKWAY(WITHIN PROJECT LIMIT OF WORK FORIMPROVEMENTS; ON EXISTING VALVE F-18)EXISTING TREES WITHINPROJECT LIMITS TO REMAIN;CONTRACTOR TO PROTECTEXISTING ROOTBALL DURINGNEW IRRIGATIONINSTALLATION, TYPICALEXISTING VALVEF-18 TO REMAIN(FOR TURF ALONGDRIVE PARKWAY);LOCATION 50' WEST.EXISTINGIRRIGATION TOREMAIN;PROTECT INPLACEENTRY DRIVEWAYEXISTINGVALVES F-23 &F-24 TOREMAIN;PROTECT INPLACEDUE TO IMPROVEMENTS;CONTRACTOR TO RELOCATE EXISTINGHEAD TO PROVIDE 100% COVERAGEEXISTING 2-1/2"RECYCLEDWATERMAINLINE TOREMAIN;PROTECTIN PLACEEXISTING VALVEF-21 TO REMAIN.EXISTING SPRAYS& LATERALS ONF-21 TO BEREMOVED FORNEW LAYOUT.CONTRACTOR TORE-USE VALVE F-21FOR NEW BASINIRRIGATION, ANDRE-USE EXISTINGWIRE TOCONTROLLER 'F'(P) BASINEX 2-1/2" RW ML(P) BASINF-21F-18F-24F-23(2) PROPOSED TREESPER PLANTING PLAN,TYPICALEXISTING VALVE(S)E-10 & E11 TO REMAIN.CONTRACTOR TO REMOVEEXISTING SPRAYS &LATERALS FOR NEWLAYOUT AS SHOWN (LI-1.0).RE-USE EXISTING VALVE(S)& WIRE ASSIGNMENTS TOEXISTING CONTROLLER 'E'CONTRACTOR TO ADJUSTHEAD IRRIGATION LAYOUT ASNEEDED TO AVOIDLIGHT POLE OR UTILITY,TYPICAL.TIE-IN CONNECTION:INTERCEPT EXISTING MAINLINE AND EXISTINGSPARE WIRES (3), AND EXTEND TO NEW VALVES.NEW RW MAINLINE SPUR TO MATCH EXISTING INSIZE AND ASSIGN 3 NEW VALVES (*) TO EXISTINGCONTROLLER 'E'E-10E-11RW RWRWRW EXISTING 2-1/2"RW MAINLINE TOREMAIN; PROTECTIN PLACE, TYPICALEX. RW 2-1/2" MLE-14*1"16.4E13*1"6.67E12*1"3.00E-111"5.99E-101"17.0E14*NEW SIDEWALKEXISTING SIDEWALKREFERENCE ONLY.EXISTING IRRIGATIONTO REMAIN;PROTECT IN PLACE112"F-212.26411"411"E-12*E-13*PROPOSED POTABLEWATER LINE PERCIVIL ENGINEER'SPLANSEXISTING POTABLEWATER LINE PERDWG. NO. 331-3BSLEEVE, TYPICALPOTABLE QUICKCOUPLER PER CIVILENGINEER'S PLANS.SEE PROJECT MAP ONSHEET LI-0.1 FORLOCATION OFEXISTING BACKFLOWPOTABLE QUICK COUPLERPER CIVIL ENGINEER'S PLANS.SEE PROJECT MAP ON SHEETLI-0.1 FOR LOCATION OFEXISTING BACKFLOWNOTE: POTABLE WATER LINES FORDRINKING FOUNTAIN AND QUICKCOUPLERS SHALL NOT CROSS"1411"21"112"F-18112"F-24112"F-2343"43""143"43"DRINKING FOUNTAINNOTE:NEW IRRIGATION MAINLINE AND VALVESSHALL BE HIGH-LINED AND CONNECTED TO APOTABLE WATER SOURCE PENDINGSUCCESSFUL COMPLETION OFCROSS-CONNECTION TEST PERFORMED BYCMWD AND DEH. FINAL CONNECTION TO THEEXISTING RECYCLED WATER SOURCE IS TOBE PERFORMED ONLY AFTER APPROVAL ISPROVIDED BY CMWD AND DEH.EXISTING POTABLEWATER LINE PERDWG. NO. 331-3BPROPOSED POTABLEWATER LINE PER CIVILENGINEER'S PLANSSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2018-01-24; 02:00pm, Drawing Title: 16-409 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/17XXXXXXXX XX XXX XKEY MAPN.T.S.LI-1.4LI-1.1LI-1.2LI-1.3LI-1.4LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKSHEET INDEX:SEE SHEET LI-1.0 FOR LEGEND AND NOTESSEE SHEETS LI-1.1-1.5 FOR IRRIGATION PLANSSEE SHEETS LI-2.0-2.1 FOR IRRIGATION DETAILS64l r I I Ea I I I RENEWAL DA 11" j 01-24-18 lf ,:-,. DAlE ../.;,;.',._ l: o; cp.LlfO~ @Ea @Ea l "AS BUil T" P.E. __ _ EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I l--+--+-------------,-,-,--,-7 PARKS & RECREATION DEPARTMENT 1------+--+-------------t-,-,-----r----i LANDSCAPE IRRIGATION PLANS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE,1ti1909 EXP. 9/30/19 DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAlE INITIAL DAlE INITIAL OTHER APPROVAL CITY APPROVAL 2i Bi~: --I PROJECT NO. 11 DRAWING NO.I 65LI-2.01/2-INCH MALE NPT INLET (INCLUDED)1/2-INCH 90-DEGREE ELBOW (INCLUDED)1/2-INCH PVC SCH 80 NIPPLE (INCLUDED)4-INCH BASKET WEAVE CANISTER (INCLUDED)PURPLE LATERAL PIPEFINISH GRADEPURPLE PVC SCH 40 TEE OR ELBUBBLER: 0.50 GPM (INCLUDED) 1324567810912119121110567814324-INCH PURPLE GRATE (INCLUDED)ROOT WATERING SYSTEM (INCLUDES 0.50GPM BUBBLER WITH RISER, PURPLEGRATE, SWING ASSEMBLY, 1/2" MALE NPTINLET, AND BASKET CANISTER)PEA GRAVEL OR RWS SAND SOCK(RWS-SOCK) FOR SANDY SOILS.SEE IRRIGATION LEGEND.12-INCH SWING ASSEMBLY(INCLUDED)INSTALL TWO OR THREE DEEP ROOTSYSTEMS PER TREE AS INDICATED PER PLAN.A.LEGEND:NOTE:RECYCLED WATER DEEP ROOT WATERING SYSTEMINSTALL DEEP ROOT SYSTEM(S) PERMANUFACTURES SPECIFICATIONS.B.2POTABLEWATER LINERECYCLED WATER & POTABLE MAINLINE CROSSING912"FINISH GRADE IN TURF AREASPOP-UP ROTOR HEAD AND NOZZLEWALK OR CURBBUILDING WALL (WHERE APPLICABLE)FINISH GRADE IN PLANTING AREASMULCH LAYER IN PLANTING AREASPURPLE PVC LATERAL (PER PLAN)PVC TEE OR ELL (SXSXT)LEGEND:NOTES:12345678910PVC STREET ELL (2 EACH)SIZE PER HEAD INLETSCH.80 P.V.C. NIPPLE (2 EACH)SIZE PER HEAD INLET2311. ALL P.V.C. FITTINGS SHALL BE SCH. 40EXCEPT WHERE NOTED.2. ALL SCH.80 P.V.C. THREADS SHALL BEWRAPPED WITH TEFLON TAPE ORRECOMMENDED BY MANUFACTURER.8109765411PURPLE CAP FOR RECYCLED WATER11POP-UP ROTOR/SPRAY HEAD FOR RECYCLED AND3" SPRAY DISTANCE6" ROTOR DISTANCEAA3. PROVIDE PURPLE CAP FOR HEADSUSED IN RECYCLED WATER SYSTEM.1POTABLE WATER18"12"171245FLOW151614131112678913UNMORTARED BRICK FOUNDATION17161415PURPLE PVC LATERAL LINE PER PLANSCH.80 PVC NIPPLE (ONE PIECE)SCH.80 PVC ELL TXT SCH 80NOT USEDSCH. 80 TOE NIPPLE (S/T)81012119765SCH.80 PVC NIPPLES (CLOSE)PVC FEMALE ADAPTER4321REMOTE CONTROL VALVE FOR RECYCLED ANDLEGEND:NOTES:A. ALL THREADED PIPE CONNECTIONS WILL BE SEALEDWITH OVERLAPPING WRAPS OF TEFLON TAPE ASREQUIRED TO PREVENT LEAKAGE.B. WIRE CONNECTORS WILL BE K.B."ONE-STEP"PRE-FILLED TAN) OR EQUAL.C. DIRECT BURIAL COMMON AND CONTROL WIRES WILLBE COILED TO PROVIDE 12" EXPANSION COILS INSIDEVALVE BOX.D. PROVIDE EXPANSION COILS AT EACH WIRECONNECTION IN VALVE BOX. (WRAP AROUND 1/2" PIPE15 TIMES-REMOVE PIPE)E. ALL RECYCLED WATER VALVES USED IN RECYCLEDWATER SYSTEM SHALL HAVE SIGNAGE ATTACHED TOVALVE STATING "DO NOT DRINK," PER WATERDISTRICT AND HEALTH DEPARTMENT REQUIREMENTS.12" RECTANGULAR PLASTIC VALVEBOX (CARSON) WITH LOCKING LID,CONTROLLER AND VALVENUMBER HEAT BRANDED INTO TOPWATERPROOF WIRECONNECTORS PER NOTESREMOTE CONTROL ELECTRIC VALVEPER LEGEND WITH PURPLE TOPSCH. 80 PVC UNION, O-RING TYPELASCO OR EQUALFINISH GRADE - ALLOW 2" FORMULCH IN SHRUB BEDS SETFLUSH IN TURFPRESSURIZED PVC MAINLINE PERLEGEND24 VOLT DIRECT BURIAL WIRESFROM CONTROLLER PER LEGEND.1 CUBIC FOOT PEA GRAVEL MIN.SUPPORTING VALVE BOXSCH 80 PVC MAINLINESxSxS PER LEGEND33POTABLE WATERQUICK COUPLER FOR RECYCLED ANDLEGEND:4POTABLEWATER1042"BALL/GATE VALVE FOR RECYCLED AND POTABLE22331FLOW5WATERA. EACH MANIFOLD SHALL HAVE A MAXIMUMOF 15' SEPARATION. ALL MANIFOLDS ARETO BE INSTALLED IN PLANTER AREASWHENEVER POSSIBLE.B. VALVE BOXES INSTALLED IN RECYCLEDWATER SYSTEM SHALL BE PURPLE WITHLOCKING COVERS FOR RECYCLED WATER.C. VALVES INSTALLED IN RECYCLED WATERSYSTEM SHALL BE LABELED WITH 'DO NOTDRINK.'A-112"A-21'-6"1'-6"A-3NOTE:1'-6"BV1'-6"BV1'-6"QCMANIFOLD CONFIGURATION FOR RECYCLED AND POTABLESIDEWALKMANIFOLD PIPE-SAME SIZE AS PRESSURESUPPLY LINE LOCATED UNDERNEATH VALVEBOXESLEGEND:123456615423PRESSURE SUPPLY LINE (SEE PLAN FOR SIZE)BALL VALVES (SEE IRRIGATION LEGEND)QUICK COUPLER (SEE IRRIGATION LEGEND)HEAT BRAND ALL VALVESELECTRIC CONTROL VALVENOTES:ALL MANIFOLD PIPING TO BE PURPLE PVC AND ALL VALVESSHALL HAVE PURPLE TOP FOR RECYCLED WATER.2"1"1"2" MIN.1 1/4" MIN.6WATER56987NOTE:UNDISTURBED SOILLATERAL LINES PER PLAN IRRIGATION MAINLINE PER PLANDIRECT BURIAL CONTROL WIRES12FINISHED GRADEPAVING PER PLAN4MARKING STRIPSAND BEDDING MATERIAL CLEAN COMPACTED BACKFILL3LEGEND:6" MIN 123846910SCH. 40 PVC SLEEVE 2x PIPESIZE DIAMETER MIN.101057VARIES 1. ALL PIPE AND CONTROL WIREUNDER PAVEMENT SHALL BEINSTALLED IN A P.V.C. SLEEVE.2. BACKFILL MATERIAL SHALL BECOMPACTED TO A RELATIVECOMPACTION OF 90% MIN.3. PRESSURE MAINLINE SHALL BEINSTALLED ON A 6" SAND BED ANDCOVERED BY 6" OF SAND PRIOR TOANY OTHER BACKFILL MATERIAL.IRRIGATION SLEEVING36"24"7SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2018-01-24; 02:00pm, Drawing Title: 15-405 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/17POTABLE MAINLINE CROSSING8PLANS PREPARED: 12/11/171" ,r - - -1-11-11-• I I I 11 II I I~ -11-11-1 ii=i I= n_11r , ~ 1111~ -11-1 " I I--1 ~-~ II I I I I I I -1-11 I 11 11-11 ~I " I • "' z ::; 1" ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0------NO SCALE 0-N-TS -----------6 )----------18" 9 8 LEGEND: 1 THREADED PVC SCH BO NIPPLES (NO CLOSE NIPPLES TYP.) 2 PURPLE PRESSURIZED PVC MAINLINE PER PLAN 3 PVC FEMALE SXT ADAPTER 4 PVC SCH 80 UNION 0 VALVE WITH TOP/HANDLE (SEE MANUFACTURER) AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. 10" ROUND PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULAR PLASTIC VALVE BOX FOR 2 1/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN AREAS G) FINISHED GRADE ® PVC SCH 40 45DEG. FITTING @ PEA GRAVEL 1/2" DIAMETER {APPROX. 1 CU. FT.) @ UNMORTARED BRICK FOUNDATION NOTE: PROVIDE PURPLE HANDLE AND PURPLE LOCKING LIDS FOR BALL/GATE VALVES USED IN RECYCLED WATER SYSTEM. 0 NO SCALE SIDEWALK POTABLE WATER METER CURB METER BOX WITH BOLT DOWN LID -SIZE TO FIT -----1-24" ------~ POTABLE SERVICE LINE f-1 ••'----'10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: RECYCLED WATER IRRIGATION MAINLINE WITH PURPLE SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. 0 NO SCALE I 0 0 0 8 0 0 NO SCALE '-----0 I TOTAL OF 20' MINIMUM 1o ' EXTEND 10' MINIMUM ' EXTEND 10' MINIMUM "' ON EITHER SIDE ~ ON EITHER SIDE z :s: -o ::; -' • w ~ Cl] '-, N TANTPRE co s ssu RE RECYCLED WATER LINE NOTES: STREET SURFACE ,., / SLEEVE 2X PIPE SIZE A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS. 0 NO SCALE 0 0 NO SCALE l =1 I> • • • • . 4 .. ' ··• .-.. . ,, A .. V • • ' .-;,;,,, , • ' • -11-1 II~ 0 NO SCALE l~ 0 0 8 0 0 0 § 0 DATE 0 0 0 0 0 0 0 0 0 0 0 0 INITlAL ENGINEER OF WORK REVISION DESCRIPTION 2 1 5 12 NOTES: 6"MIN. 18" MAX. 4 ".::'.:: ---n--r-1 n In 11-~~­= II I )-ill-... I ill 9 10 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, G 10" ROUND PLASTIC VALVE BOX WITH LOCKING COVER & Q.C. HEAT BRANDED INTO TOP. ® QUICK COUPLER VALVE, WITH ACME THREADS, PER PLANS 0 0 0 6 FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND GROUND COVER 7 ONE CUBIC FOOT PEA GRAVEL B SCH.BO P.V.C NIPPLE 9 BRASS ELL 10 SCH.40 PURPLE P.V.C. MAINLINE @ STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX (BRASS) i SCH.40 P.V.C. TEE COMMON BRICK WARNING TAG PURPLE LOCKING CAP FOR RECYCLED WATER SYSTEM. 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS. 4. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER FOR RECYCLED WATER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 6. PROVIDE PURPLE CAP, COVER, AND ACME THREAD MODEL FOR QUICK COUPLERS USED IN RECYCLED WATER SYSTEM. 7. QUICK COUPLERS FOR POTABLE WATER WILL BE LUG TYPE. 0 NO SCALE "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE IRRIGATION DETAIIB FOR: OATE DATE I SHEETS I APPROVED BY:d''\...J~ JOHN EDWARD MAASHOFF PUBUC WORKS MANAGER PEMi1909 EXP. 9/30/19 DATE DWN BY: I PROJECT NO. II DRAWING NO.I DATE INITlAL DATE INITlAL CHKD BY: OTHER APPROVAL CITY APPROVAL RW.O BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2018-01-24; 02:00pm, Drawing Title: 15-405 S-IRR.dwg, User ID: tsample LC, JFMMJTB, JJ11/08/1766LI-2.113FIP X FIP SCH. 40 PVC ELLPURPLE PVC LATERAL LINE PIPE1354524652478910BRASS QUICK DISCONNECTFINISH GRADEPVC BALL VALVE (FIP X FIP)MIP X FIP SCH. 40 PVC ELL108796LEGENDNOTE: WHEN FLUSHING THESYSTEM, CONNECT HOSE TOBRASS QUICK DISCONNECT ANDDIRECT TO NEAREST LANDSCAPEAREA.RECYCLED WATER FLUSH VALVE ASSEMBLYSLIP X MIPT SCH. 40PVC FITTING3/4" CRUSHED GRAVELSUMP (1 CU. FT.)SCH 40 PURPLE PVC PIPELENGTH AS REQUIRED10" ROUND PURPLE VALVE BOXBRAND 'FLUSH' ON LID. ATTACH'DO NOT DRINK' TAG ON VALVE.6EXHAUSTHEADERSUPPLYHEADER.CHECK LONGESTLATERAL AGAINSTMAXIMUM LENGTHOF SINGLE LATERALTABLE.TOTAL THECOMBINED LENGTHOF THESELATERALS ANDCOMPARE ITAGAINST THEMAXIMUM LENGTHOF SINGLELATERAL TABLE.BRANCHING OUT LATERALSJOINING LATERALSAREAS: TRIANGULARIRREGULAR PVC MAINLINE.DRIPLINE SPACING ASNOTED.CENTER FEED EXAMPLEEND FEED EXAMPLEAUTOMATIC LINE FLUSHINGVALVE PLUMBED TO PVC ORPOLY LINE, AS NOTED.TYPICAL TECHLINE TUBINGLATERALS WITH EMITTERSPACING AS NOTED. TIEDOWN STAKE AT ALL TEES,ELLS, AND AT 5' O.C. AT CLAY,4' O.C. AT LOAM, OR 3' O.C. ATSAND.DRIP VALVE / FILTER /REGULATOR.12" POLYETHYLENE OR PVCHEADER.TYPICAL OFFSET2" FROMHARDSCAPE, 4"FROM PLANTEDAREA.TYPICAL START CONNECTIONSXSXT TEE W/ TECHLINE MALEADAPTER.TYPICAL LATERALPIPE FROM VALVEASSEMBLY, SIZE PERPLANS.TYPICAL OFFSET 2" FROMHARDSCAPE, 4" FROMPLANTED AREA.WATER SOURCE: DRIP VALVE ORLATERAL FROM VALVE.TYPICAL SUPPLY HEADER.TYPICAL TECHLINE DRIPPER LINE TUBING TO BE BURIED 4" BELOW FINISHGRADE IN LANDSCAPE AREAS (1" BELOW FINISH GRADE IN PLANTER POTS).TYPICAL PVC OR POLY SUPPLY OR EXHAUST HEADERTO BE BURRIED MIN 12" BELOW GRADE.AUTOMATIC LINE FLUSH VALVEPLUMBED TO PVC OR POLY.LAYOUTISLANDIRREGULAR AREAS: ODD CURVESSLOPE FEED LAYOUT54" MAX.ELEVATIONCHANGEMANUAL LINE FLUSHING VALVE.TECHLINE CV LATERAL TUBING.LATERALS PARALLEL TO THECONTOURS OF THE SLOPE.PVC EXHAUST HEADER.TOE OFSLOPE.TOP OF SLOPE.PVC SUPPLYHEADER.REMOTE CONTROLVALVE ASSEMBLY.BOTTOM 13 OF SLOPE:CONVENTIONAL SPACINGPLUS 25%TOP 13 OFSLOPE:CONVENTIONALSPACING.AIR RELIEFVALVE.TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)TECHLINE CV FLOW PER 100 FEETTYPICAL DRIPLINE REQUIREMENTS FOR RECYCLED WATERAIR RELIEF VALVE AT HIGHESTPOINT OF SYSTEM.IIID DRIP INDICATOR.I2SECTIONPLAN123456789101112131415PURPLE VALVE BOX WITH COVER PERIRRIGATION SPECIFICATIONSWATERPROOF CONNECTION, TYPICALVALVE ID TAG30-INCH LINEAR LENGTH OF WIRE, COILEDFILTER PER MANUFACTURER'SRECOMMENDATIONSPVC SCH 40 FEMALE ADAPTORPURPLE LATERAL PIPEREMOTE CONTROL VALVE AS SPECIFIED ONIRRIGATION LEGENDPVC SCH 40 ELLPVC SCH 80 NIPPLE (LENGTH AS REQUIRED)PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)AND PVC SCH 40 ELL)PVC SCH 40 TEE OR ELLPVC MAINLINE3-INCH MINIMUM DEPTH OF 3/4-INCH WASHEDGRAVELFINISH GRADETYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATERLEGEND:A. ALL THREADED PIPE CONNECTIONS WILLBE SEALED WITH OVERLAPPING WRAPS OFTEFLON TAPE AS REQUIRED TO PREVENTLEAKAGE.B. WIRE CONNECTORS WILL BE K.B."ONE-STEP" PRE-FILLED TAN OR EQUAL.C. DIRECT BURIAL COMMON AND CONTROLWIRES WILL BE COILED TO PROVIDE 12"EXPANSION COILS INSIDE VALVE BOX.D. PROVIDE EXPANSION COILS AT EACH WIRECONNECTION IN VALVE BOX. (WRAPAROUND 1/2" PIPE 15 TIMES-REMOVE PIPE)E. ALL RECYCLED WATER VALVES SHALLHAVE SIGNAGE ATTACHED TO VALVESTATING "DO NOT DRINK," PER WATERDISTRICT AND HEALTH DEPARTMENTREQUIREMENTS.NOTES:12345961011121315141011962151616PRESSURE REDUCER PER MANUFACTURERSRECOMMENDATIONS101113163RECYCLED WATER DRIP AIR RELIEF VALVE IN BOXGRADE.FINISHED123456AIR RELIEF VALVE AS SPECIFIED PERIRRIGATION LEGEND.16" ROUND PURPLE PLASTIC VALVEBOX PER SPECIFICATIONS.21" FPTXMPT ELL.33/4"X1" MPT ADAPTER.4PVC LATERAL, SIZE AND TYPE PERIRRIGATION LEGEND.53" THICK LAYER OF WASHED GRAVEL.THE BOX SHALL REST UPON THEROCK BED. DO NOT EXTEND GRAVELINTO BOX.6LEGEND:5712FLOW62UNMORTARED BRICK FOUNDATION7P.V.C. MAINLINE TO IRRIGATION SYSTEM65P.V.C. MALE ADAPTER4321CHECK VALVELEGEND:NOTES:1. ALL THREADED PIPE CONNECTIONS WILL BESEALED WITH OVERLAPPING WRAPS OF TEFLONTAPE AS REQUIRED TO PREVENT LEAKAGE.12" PURPLE RECTANGULAR PLASTICVALVE BOX WITH PURPLE LOCKING LID,"CV" HEAT BRANDED INTO LIDCHECK VALVE PER LEGENDFINISH GRADE - ALLOW 2" FORMULCH IN SHRUB BEDS SET FLUSHIN TURF1 CUBIC FOOT PEA GRAVEL MIN.SUPPORTING VALVE BOX4351(305mm) 12" IRRIGATION CONTROLLER W/ ENCLOSURE1" (25mm) CRUSHED ROCK (6" (150mm) DEPTH MINIMUM)1CONDUIT FOR LOW VOLTAGE FIELD WIRES2CONCRETE BASE3ANCHOR BOLTS, NUTS & WASHERS (4 EACH)4FIELD WIRE BUNDLE. INCLUDES DIRECT BURIAL CABLES AND WIRESFROM CONDUITS PER PLAN.5TERMINAL STRIP WITH ELECTRICAL SURGE PROTECTION. CONTRACTORSHALL ROUTE ALL FIELD WIRES TO THIS LOCATION (PER PLAN) ALLWIRES AND CABLES WILL BE BUNDLED AND COILED WITH AT LEAST 5FEET (1.5m) OF ADDITIONAL WIRE SO AS TO PREVENT PULLING AT WIRECONNECTIONS.6POWER SWITCH AND OUTLETS7ELECTRONIC CONTROLLER ASSEMBLY: PRE-ASSEMBLED ON STAINLESSSTEEL BACKBOARD CONFIGURATION AS SHOWN PER PLAN8STAINLESS STEEL ENCLOSURE SHOWN WITH 12"(305mm) PEDESTALMOUNTED SECURELY TO CONCRETE BASE ENCLOSURE PER PLANS9FINISH GRADE10CONDUIT FOR 120 VOLT POWER SUPPLY11CONDUIT FOR GROUND12CONDUIT FOR FLOW SENSOR AND MASTER VALVE13LEGEND:SECTION123456789101112134PLANS PREPARED: 12/11/170 No Scale NO SCALE 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-J I I / I I I I I I I I r " I "' ,, NO SCALE -ilT_III ~111i ·rlft~t'"" . lj~ ~-~111~ W~~n~: RC::· 0 0 0 0 0 0 0 8 0 fl ---_[ ___ ill I I I 0 NO SCALE 0-N-TS -----------DRIPPER SPACING 12" DRIPPER FLOW RATE (GPH) 0.26 0.4 0.6 0.9 w °' :::, 15 127 109 86 65 (f) (f) 25 427 325 256 194 w °' Cl. 35 539 409 322 244 t;;-=-..JV) 45 618 469 369 280 z Cl. -~ DRIPPER 0.26 GPH DRIPPER 0.4 GPH DRIPPER SPACING GPH 12" 26.40 18" 17.58 24" N/A nr:= = □ GPM 0.44 0.29 N/A GPH 40.00 26.67 N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 GPM 0.67 0.44 N/A 18" 24" 0.26 0.4 0.6 0.9 0.6 0.9 rn l!:c LJ a a • I I { "-l, -177 151 120 91 152 116 604 459 361 274 458 348 LJ I I .= =-l 763 579 456 346 580 440 F 877 664 523 397 666 506 0.6 GPH DRIPPER 0.9 GPH DRIPPER GPH GPM GPH GPM 61.00 1.02 92.00 1.53 41.00 0.68 61.00 1 .02 31.00 0.51 46.00 0.77 -0 0 0 0 ( 4 1 I (I /' /' ", ~· -._-· I'-/ I~ --r :p { ::=-c:~,,-I I I ,,,._.-0 0 '.Al )JJ v? I 12" MIN 0-----NO SCALE "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-------!---+------------+-------!---+----+----t I SHEET I CITY OF CARLSBAD I SHEETS I ~=:::::..=::::::P::::::AR:::::K::::S::::::::&:::::R::::E:::::C:::::RE:::A:::::Tl::::O:::::N:::::D::::E::::P::::::AR:::::TM::::::E:::::NT:::::::::...:::::===: LANDSCAPE IRRIGATION DETAW! FOR: APPROVED BY:<:Yu 'W\,JV\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CllY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. II DRAWING NO.I 24" UNIVERSAL GUIDE ROOT BARRIER, MODEL# UB21-2, MANUFACTURER: DEEPROOT,AVAILABLE THROUGH IMPERIAL SPRINKLERSUPPLY OR APPROVED EQUAL. PH: (714)792-2925.ARTIFICIAL TURF. REFER TO CONSTRUCTIONPLANS.TREESBOTANICAL NAMECOMMON NAMECONTQTYDETAIL CERCIS OCCIDENTALISWESTERN REDBUD MULTI-TRUNK15 GALLON4 1/LP-2.0 CINNAMOMUM CAMPHORACAMPHOR TREE24" BOX2 1/LP-2.0 EXISTING TREEEXISTING16 FRAXINUS OXYCARPA `RAYWOOD` TM RAYWOOD ASH24" BOX8 1/LP-2.0 TABEBUIA IMPETIGINOSAPINK TRUMPET TREE48" BOX1 1/LP-2.0SHRUBSBOTANICAL NAMECOMMON NAMECONTQTYDETAIL CAREX DIVULSABERKELEY SEDGE1 GALLON26 3/LP-2.0 CAREX FLACCA `BLUE ZINGER`BLUE SEDGE1 GALLON47 CAREX SPISSASAN DIEGO SEDGE1 GALLON26 GALVEZIA SPECIOSA `FIRECRACKER` BUSH SNAPDRAGON5 GALLON37 LIGUSTRUM TEXANUMTEXAS PRIVET5 GALLON51 MUHLENBERGIA CAPILLARIS `PINK CLOUD` PINK MUHLY5 GALLON710 VERBENA LILACINA `DE LA MINA`LILAC VERBENA5 GALLON472VINE/ESPALIERBOTANICAL NAMECOMMON NAMECONTQTYDETAIL FICUS PUMILACREEPING FIG5 GALLON4 5/LP-2.0SHRUB AREASBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL CAREX PRAEGRACILISSLENDER SEDGE1 GAL 12" o.c. 3/LP-2.0GROUND COVERSBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL BACCHARIS PILULARIS `PIGEON POINT` COYOTE BRUSH1 GAL 36" o.c. 4/LP-2.0 MYOPORUM PARVIFOLIUMTRAILING MYOPORUM1 GAL 24" o.c. SESLERIA AUTUMNALISAUTUMN MOOR GRASS1 GAL 18" o.c.SOD/SEEDBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL MARATHON II DWARF TALL FESCUE AVAILABLE THROUGH SOUTHLAND SOD FARMS SOD1,6/LP-2.01,5/LP-2.01,6/LP-2.01,6/LP-2.02/LP-2.0SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:58pm, Drawing Title: 15-405 S-PLT.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/1767LP-1.01. CONTRACTOR SHALL REVIEW PLANTING SPECIFICATIONS BEFORE BEGINNING WORK.2. CONTRACTOR SHALL REVIEW PLANTING INSTALLATION DETAILS PRIOR TO BEGINNINGWORK.3. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH CONDITIONS UNDERWHICH WORK SHALL BE DONE PRIOR TO BIDDING.4. ALL WORK WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OFCARLSBAD AND THE TECHNICAL SPECIFICATIONS FOR THE PROJECT.5. CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER OF ANY DISCREPANCIES IN THEEXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING WORK.6. FINISHED GRADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDINGWATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2% DRAINAGE AWAY FROMBUILDINGS AND PAVING INTO DRAINAGE STRUCTURES OR TO STREET (SEE ENGINEERSGRADING AND DRAINAGE PLAN). CONTRACTOR SHALL NOTIFY RESIDENT ENGINEERIMMEDIATELY OF ANY CONFLICTS IN MAINTAINING DRAINAGE.7. RESIDENT ENGINEER SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT OFANY PLANT MATERIAL.8. CONTRACTOR SHALL IMMEDIATELY, UPON THE AWARD OF THE CONTRACT, ORDER,LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESEPLANS AND SPECIFICATIONS. INCLUDE PURCHASE AGREEMENT WITH PLANTSUBMITTALS.9. CONTRACTOR SHALL NOTIFY RESIDENT ENGINEER FOR OBSERVATION AT THEFOLLOWING TIMES:--MAINLINE - PRIOR TO BACKFILL AND PRESSURE TEST--LATERAL LINES - PRIOR TO BACKFILL--CONTROL WIRES - PRIOR TO BACKFILL--TREE LOCATIONS - PRIOR TO PLANTING--IRRIGATION COVERAGE - PRIOR TO PLANT PLACEMENT--PLANT APPROVAL AND SPOTTING PRIOR TO PLANTING--PRE-MAINTENANCE APPROVAL--POST-MAINTENANCE/FINAL APPROVAL.10. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REPAIRS MADE NECESSARYTHROUGH THE ACTIONS OR NEGLIGENCE OF HIS CREW.11. SOIL AMENDMENTS SPECIFIED ARE FOR BIDDING PURPOSES ONLY. ACTUAL TYPESAND QUANTITIES WILL BE BASED ON SOIL ANALYSIS PROVIDED BY CONTRACTOR.AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM ENOUGH LOCATIONS INDIFFERENT AREAS OF THE SITE TO REPRESENT AN ADEQUATE CROSS SECTION OFCONDITIONS. TEST SHALL INCLUDE TESTS FOR SOIL FERTILITY, AGRICULTURALSUITABILITY ORGANIC CONTENT N, P, K; PH; EC; SOIL TEXTURE; ANDRECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE FERTILIZATION.CONTRACTOR SHALL FURNISH RESIDENT ENGINEER WITH A COPY OF TEST RESULTSAND RECEIVE WRITTEN APPROVAL FOR AMENDMENTS/SOIL PREPARATION PRIOR TOINSTALLATION.BID MIX FOR TURF AND SHRUBS AREAS:SOIL AMENDMENTS BID MIX SHALL BE THE FOLLOWING PER 1000 SQUARE FEET: - 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT 'KELLOGG NITRO MULCH' - 20 LBS. GRO-POWER PLUS - 100 LBS. GYPSUM "SOIL PREP" TO BE MIXED INTO THE TOP 6" OF SOIL THROUGHOUT THE SITE EXCEPTON SLOPES GREATER THAN 3:1.BID MIX FOR SHRUB BACKFILL:PLANTING AND BACKFILL MIX FOR PLANT PITS AND TABLETS SHALL BE AS FOLLOWSPER CUBIC YARD: - 70% OF NATIVE SOIL - 30% NITROGEN STABILIZED ORGANIC AMENDMENT - 16 LBS GRO-POWER PLUS - 2 LBS. FERROUS SULFATETHOROUGHLY BLEND THE ABOVE AT A CENTRAL ON-SITE LOCATION PRIOR TO USE.THE FERROUS SULFATE SHOULD NOT CONTACT PAVING SURFACES AS STAINING WILLRESULT.12. SOIL LEACHING SPECIFIED IS FOR BID PURPOSES ONLY. ACTUAL DURATION AND SOILAMENDMENTS FOR LEACHING, IF RECOMMENDED BY THE CONTRACTOR PROVIDEDSOILS REPORT, WILL BE BASED ON SOIL ANALYSIS PROVIDED BY APPROVED SOILSLABORATORY. CONTRACTOR SHALL FURNISH THE OWNER'S REPRESENTATIVE WITH ACOPY OF THE RECOMMENDATIONS AND RECEIVE WRITTEN APPROVAL FOR LEACHINGAND AMENDMENTS PRIOR TO START OF THE LEACHING PROCESS.LEACHING:CONTRACTOR SHALL ASSUME ONE ROUND OF SOIL LEACHING AND RETESTING OFLEACHED SOIL PRIOR TO PLANTING. PRIOR TO LEACHING, APPLY 50 LBS. OF GYPSUM PER 1,000 SQUARE FEET AND LEACH FOR A MINIMUM OF TWO WEEKS. FORAREAS TO BE IRRIGATED BY DRIP IRRIGATION, CONTRACTOR SHALL INSTALL TEMPORARY OVERHEAD SYSTEM OR LEACH BY HAND WATERING.13. SHRUB AND GROUNDCOVER MASS QUANTITIES ARE SHOWN ON PLANS. UNDER PLANTALL TREES WITH THE ADJACENT SHRUB AND/ OR GROUNDCOVER AS INDICATED BY THEPLANS. PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING. PLANTGROUNDCOVERS TO WITHIN 12" OF TREE OR SHRUB STEMS.14. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. WHERESHRUB SYMBOLS ARE MASSED, CONTRACTOR SHALL MAINTAIN A CONSISTENT ONCENTER , TRIANGULAR SPACING AS SPECIFIED IN LEGEND. CONTRACTOR SHALLVERIFY PLANT TOTALS FOR BID PURPOSES.15. ALL ROCKS AND DEBRIS TWO INCH (2") AND LARGER SHALL BE REMOVED FROMPLANTING AREAS AND THEN FROM THE SITE TO A LEGAL SITE OF DISPOSAL. WHERETHE GRASS IS TO BE LOCATED, ALL ROCKS AND DEBRIS ONE INCH (1") AND LARGERSHALL BE REMOVED FROM THE SITE TO A LEGAL SITE OF DISPOSAL.16. PRIOR TO BEGINNING THE PLANTING OPERATION, IRRIGATE ALL PLANTING AREASNORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE TOWEEDS ONLY PER MANUFACTURER, MONSANTO "ROUND-UP" OR EQUAL. REPEATPROCESS IF WEEDS PERSIST.17. PERCOLATION TEST SHALL BE CONDUCTED IN ACCORDANCE WITH THE LANDSCAPESPECIFICATIONS.18. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALLPLANTING AREAS SHALL BE THOROUGHLY WATERED.19. PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY RESIDENT ENGINEER DUE TOCONDITION, FORM OR DAMAGE BEFORE OR AFTER PLANTING.20. ALL TREES WITHIN 5' OR LESS OF HARDSCAPE SHALL BE INSTALLED WITH A ROOTBARRIER. ROOT BARRIER SHALL BE INSTALLED PARALLEL TO HARDSCAPE SURFACEFOR A DISTANCE OF 12' FROM THE CENTER LINE OF THE TREE TRUNK IN BOTHDIRECTIONS, OR AS INDICATED ON PLAN. ROOT BARRIER TO BE MANUFACTURED BY"DEEPROOT" OR "BIO-BARRIER" OR EQUIVALENT.21. PLANTING TABLETS SHALL BE GRO-POWER PLANTING TABLETS 12-8-8 (12 MONTH SLOWRELEASE FORMULATION).22. 1 GALLON GROUND COVER MATERIALS SHALL BE PLANTED TO WITHIN 12" OFADJACENT SHRUB STEMS.23. ALL PLANTING BEDS SHALL HAVE 3" (THREE INCH) THICK MULCH LAYER. "MULCH"SHALL BE "CARLSBAD STUMP MIX" BY MB ORGANICS. RATES AS SPECIFIED ON PLANS,FREE OF STICKS, STONES, CLAY OR OTHER FOREIGN MATERIAL. CONTRACTOR SHALLSUBMIT SAMPLE TO RESIDENT ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.24. ALL PLANTING SHALL BE GUARANTEED THROUGH THE ESTABLISHMENT PERIOD (SEEPLANTING SPECIFICATIONS). ESTABLISHMENT PERIOD SHALL BE 90 DAYS. TREES ANDSHRUBS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR, BEGINNING FROM THEDATE OF THE FINAL ACCEPTANCE OF THE ESTABLISHMENT PERIOD.25. AT COMPLETION OF THE ESTABLISHMENT PERIOD, APPLY COMMERCIAL FERTILIZER(15-15-15) AT 2LBS/1000SF TO TURF AREAS ONLY AND WATER IMMEDIATELY WITH ATHOROUGH IRRIGATION CYCLE.26. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL AREAS IN A WEED ANDDEBRIS-FREE CONDITION THROUGHOUT THE ESTABLISHMENT PERIOD.27. COORDINATE PLACEMENT OF TREES WITH SITE LIGHTING. CANOPY OF TREE ATULTIMATE SIZE SHALL NOT BE PLACED SO AS TO CONFLICT WITH LIGHTING THROWALONG PARK WALKWAYS.28. PLANT MATERIAL SHALL BE GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSEOF THE PROJECT SITE.29. PLANT QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR ISRESPONSIBLE FOR PROVIDING PLANT MATERIAL TO COVER AREAS SHOWN INDRAWINGS AT THE SPECIFIED SPACING.PLANTING NOTES:PLANTING SCHEDULE:/ 0 '· '· 0 / • 0 0 0 0 0 0 0 I_I+ +I_I_ +-++-+I_I+ + _ 1-1+ +1-1--+ + --□□□□ □□□□ □□□□ + + + + + + + + + '\ I / DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE PLANTING LEGEND & NOTES FOR: APPROVED BY:~"-.J\,,,J\,._}J\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I DAlE INITIAL CHKD BY: CITY APPROVAL RVWD BY: REPLACE AND REPAIRTURF DUE TOTRENCHINGSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:58pm, Drawing Title: 15-405 S-PLT.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LP-1.4LP-1.1LP-1.2LP-1.368LP-1.1LI M I T O F W O R K LIMIT OF WORK LIMIT OF WORKPLANTING AREA TORECEIVE 3" DEEPLAYER OF BARK MULCH.J -----------I --I I \ I I t I \,'\/--T --·'-, ... 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DATE 11 DRAWING NO.I REPLACE AND REPAIR TURF DUE TO TRENCHINGSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 01:58pm, Drawing Title: 15-405 S-PLT.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LP-1.4LP-1.1LP-1.2LP-1.369LP-1.2LIMIT OF WORKLIMIT OF WORKSEE SHEET LP-1.1FOR TURFREPAIR' ' ' ' ' '. ' ' ' ' ' ' ' ' ' ' .. ' ' ' ' '. ' ' ' ' ' IL_ _l_ J_ / I I I I I I I I I I I I I I I L I I I I ---------'->'--,..,___ -l,,/1i ---'>J<_ ,, "'~~ /;;,,' ' ' ' ' ' ' i© I ' ' ' ' ' I I I I ·,~ ) DAlE INITIAL ENGINEER OF WORK / '' / _,, ---:_~,~~,.,,,,,,,. 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REVIEWED BY: INSPECTOR I .( ' '' I', "AS EXP. ·,, \ \ \\ \'. 0 " '' / BUil T" CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE PLANTING PLANS FOR: \ DATE DATE I SHEETS I APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/19 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2017-11-08; 01:58pm, Drawing Title: 15-405 S-PLT.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LP-1.4LP-1.1LP-1.2LP-1.370LP-1.3LIMIT OF WORKL IM I T O F WOR K LIMIT OF WORK----• / -." 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I /,/ I INITIAL OlHER APPROVAL DA 1E INITIAL CITY APPROVAL "AS BUil T" P.E. ---EXP. ----DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT I SHEETS I LANDSCAPE PLANTING PLANS FOR: APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I WW W W W W W X X X X X X X X X WWWW W W W W WWXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXSDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,115 10 201" = 10'-0"SCALE :0Plot Date: 2017-11-08; 01:58pm, Drawing Title: 16-409 S-PLT.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/17XXXXXXX X XX XXX XKEY MAPN.T.S.LP-1.4LP-1.1LP-1.2LP-1.3LIMIT OF WORK LIMIT OF WORKLIMIT OF WORKSHEET INDEX:SEE SHEET LP-1.0 FOR LEGEND AND NOTESSEE SHEETS LP-1.1-1.4 FOR LANDSCAPE PLANTING PLANSSEE SHEETS LP-2.0 FOR LANDSCAPE PLANTING DETAILSLP-1.471/ V L I" I I/ y I \:rn::t~'.'?:::·_, l -= ,., I I DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 DAlE INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL i / / V I / / "AS BUil T" P.E. ___ EXP. ----DATE REVIEWED BY: INSPECTOR DATE CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT LANDSCAPE PLANTING PLANS FOR: APPROVED BY:~~V\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DAlE DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I SDG PROJECT NO: 15-405PLT DATE: 11/03/2017 72POINSETTIA COMMUNITY PARK507-9A4605ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2017-11-08; 01:58pm, Drawing Title: 15-405 S-PLT.dwg, User ID: rperez LC, JFMMJTB, JJ11/08/1772LP-2.0PREVAILINGWIND2"(1M) 3' - 0" MIN.2X ROOT BALLNOTE: MAINTAIN A MINIMUM 36'' CIRCLE OF MULCHAROUND ALL TREES - NO TURF SHALL OCCURWITHIN THIS AREA.TREE PLANTING12345678910PLANTING BACKFILL PER NOTES ANDSPECIFICATIONS.1ROUGHEN SIDES AND BOTTOM OF PIT.2FINISHED GRADE OF LAWN.3"CINCH-TIE" MANUF. BY V.I.T. COMPANY,INC. . ATTACH PER MANUF. SPEC'S.AND SECURE WITH FURRING NAIL ATSTAKE.43 INCH MULCH LAYER, 36'' MIN. CLEAROF TURF5ROOTBALL SLIGHTLY HIGHER THANFINISHED GRADE.6(2) 2" DIA. X 8' LONG LODGE POLESTAKES FOR 24" BOX AND SMALLER. (2)3" DIA. X 12' LONG LODGE POLE STAKESFOR 36" BOX AND LARGER.7WATER BASIN.8PLANTING TABLETS PER NOTES ANDSPECIFICATIONS.9SOIL BALL RESTING ON FIRM SOIL TOAVOID SETTLING.10LEGEND:1LEGENDROOT BARRIER123451NOTES:A. CONTRACTOR SHALL INSTALLAND ASSEMBLE ROOT BARRIERPER MANUFACTURERSRECOMMENDATIONS24" DEEP ROOT BARRIERPER SPECIFICATIONS/EXTEND 10' FROM TRUNKOF TREE IN EACH DIRECTIONALONG FACE OF PAVING,CURB, WALL, ETC.1CONCRETE PAVING PERPLAN (WHERE APPLICABLE)2EXTEND TOP OF ROOTBARRIER 1/2" MINIMUMABOVE FINISHED GRADE3TREE PLANTING PERDETAILS4CONCRETE CURB PER PLANS(WHERE APPLICABLE)523"LEGEND:SHRUB PLANTING12345678NOTES:A. KEEP MULCH 2-3" FROM TRUNK OF TREEOR SHRUB TYP.PLANTING BACKFILL PER NOTESAND SPECIFICATIONS1ROUGHEN SIDES AND BOTTOM OFPIT2FINISHED GRADE33" MULCH LAYER4ROOTBALL SLIGHTLY HIGHER THANFINISHED GRADE5WATER BASIN6SOIL BALL RESTING ON FIRM SOILTO AVOID SETTLING7FOR SLOPE CONDITIONS CHAMFERSLOPE TO PREVENT EROSION82 TIMESROOTBALL WIDTH36" 2" EQEQ EQ123456786EXISTING SUBGRADE1AMENDED PLANTING BACKFILL PERPLANTING NOTES & SPECIFICATIONS(SEE PLANS)2ROOTBALL SLIGHTLY HIGHER THANFINISHED GRADE.3FINISHED GRADE43" MULCH LAYER INSTALLEDBEFORE PLANTING5PLANT TYPE AND SPACING ASSPECIFIED ON PLANS6EDGE OF PLANTING AREA7DISTANCE FROM EDGE OF PLANTERTO CENTER OF PLANT TO BE 1/2 THESPECIFIED SPACING8LEGEND:NOTE:A. KEEP MULCH 2-3" FROM TRUNK OFTREE, SHRUB, OR GROUNDCOVER TYP.GROUNDCOVER PLANTING4LEGEND6-8"PLANELEVATIONVARIESPER PLANCLVINE AT MASONRY WALL12345677581VINE PER PLAN1ROOTBALL SLIGHTLYHIGHER THAN FINISHEDGRADE.2MULCH LAYER 3" DEPTH,TYP.3EPOXY VINE TIES TOWALL TO ATTACH VINE.4WALL. SEE CIVILENGINEER PLANS FORDETAIL.5PLANTING BACKFILL PERNOTES ANDSPECIFICATIONS.6ADJACENT PLANTER PERPLANS.7BUBBLER/ SPRAYERLOCATION(S) PERIRRIGATION PLANS.85A. KEEP MULCH 2-3" FROMTRUNK, TYP.TREE PLANTING ON SLOPELEGEND:PLANTING BACKFILL PER NOTES ANDSPECIFICATIONS.ROUGHEN SIDES AND BOTTOM OF PIT.CHAMFER SLOPE TO PREVENT EROSION.FINISHED GRADE.MULCH LAYER PER NOTES.ROOTBALL SLIGHTLY HIGHER THANFINISHED GRADE."CINCH-TIE" MANUF. BY V.I.T. CO, INC. OREQUAL. ATTACH PER MANUF. SPEC'S.AND SECURE WITH FURRING NAIL ATSTAKE.(2) 2" DIA. X 8' LONG LODGE POLESTAKES FOR 24" BOX AND SMALLER. (2)3" DIA. X 12' LONG LODGE POLE STAKESFOR 36" BOX AND LARGER.WATER BASIN.PLANTING TABLETS PER NOTES.SOIL BALL RESTING ON FIRM SOIL TOAVOID SETTLING.PREVAILINGWIND6"2"2XROOT BALL WIDTH3' MIN.SLOPE IN BACKGROUNDEROSION CONTROL BLANKET. CUTSLOT AT TREE PLANTING LOCATION.60 NO SCALE 0 NO SCALE 0 0 0 0 0 0 0 0 0 0 ----f 0 0 0 0 0 0 0 0 . _JJ_-_IJJ_-I_IJJ_-1 • 0 -• =I== ••. . . ' . . . . --: ' ~. 111= ·' • =II= ' . • --·-· ,-, ':'-•' ..... , ................ .. _ ... ··-.•~-.. -.. . . -,_, .. , .. ----· •-· _.____ __ ~ 0 NO SCALE 0 NO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 NO SCALE . . . " -.. : ., . . · . •. J. t 0 0 0 0 0 0 0 0 CD 0 Q) 0 0 0 r ® @) @ 0 NOT TO SCALE @ ® NOTES: P.E, __ _ REVIEWED BY: INSPECTOR "AS BUil T" EXP, __ _ DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I 1---+---+--------------+----t-----t----t---. PARKS & RECREATION DEPARTMENT 1----+----1--------------+----t----;---r---, LANDSCAPE PLANTING DETAIIB FOR: APPROVED BY:2fw v-J\,Jl;\ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 19 DA 1E DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CllY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ RVWD BY: